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SECTION 23,TOWNSHIP 28 NORTH,RANGE 04 EAST,W.M.,SNOHOMISH COUNTY,WA SITE
<br /> GRAPHIC SCALE f5 14 14 13
<br /> 30 0 15 30 60 - - _ _ 22 3 {?' O 23 24
<br /> r —— — — — — — ——— — — —— � 103RD
<br /> (IN FEET)
<br /> 1 INCH= 30 FT
<br /> DATUM: NA VD 88 — — ——— r`
<br /> - -- ,�o EX CB � � a
<br /> BENCH: TOP OF BRASS DISC IN MONUMENT CASE IN RIM EL=556 29
<br /> CONCRETE NEST OF SITE AS SHOWN ELEV.=545.96' LC
<br /> (8"-N) PROPOSED ASPHALT APPROAC EX CB
<br /> EYE C RIM EL=56023 _
<br /> BASIS OF BEARING _ m I 3 EX IE=55855(8"-N) T. , � ST
<br /> THE MONUMENTED CENTERLINE OF DAKOTA WAY,
<br /> AS THE BEARING OF N 43'4550"W,PER PLAT OF RANCHO <I _
<br /> INTERCITY DMSION NO..2,VOLUME 13 OF PEA IS,PAGE 32.
<br /> $ 1 �
<br /> II 22 EX SSUH / 3 1
<br /> \ \ \ RIM EL 5857 / / 21AW14
<br /> TOOTH ((8=)
<br /> N 88D9'06'W 1703.47' ST. SW IE=54022 EX SDMH- \ EX ASPHALT RDA IE=54012(8"-W) \ RIM EL=50.23 VICINITYMAP
<br /> /554� S _ \ IE 544 68(24"W) i 000'
<br /> -5S S SS `r`{`9 SS
<br /> VIDE mANgn \ VA/VAA s Ss — LEGAL DESCRIPTION.
<br /> LOT IMPERVIOUS AREA: —M—�M M.L WA FR MAIN \ ZONE(TYP) / \\j/\\\///\\/�\\�%\% RANCHO
<br /> PROPOSED SFR'z 2,9I0 SF(W/OVERHANG) M M //\/\\ \\ EX GRAVEL(TIP) - SITE INTERCITY OIV 2 BLK 006 D-00-LOT 26-27
<br /> PROPOSED ASPHALT DRIVEWAY 2,500 SF /—��'N M \\A(/ 1 - - SITE DATA:
<br /> PROPOSED CONCRETE PARKING AREA:TAL5,325 OF 735 SF \ I EX PP // /\,�\\ M� �sQ\� EX WV
<br /> TAX PARCEL NO.: 00551400602600
<br /> N88'09'06"W 10Z25' (TIP)�' / x` \ ///\/ 3 SITE ADDRESS' 1714&1716-TOOTH STEW
<br /> \\ \/// M M (T>� M EVERETT,WA 98204
<br /> _ (10721'P) 75.94 I I EX GUY j - ///\//\\/\\\ \\/ _ / \ /- TOTAL SITE AREA: 0.74 AC(0.26 AC)
<br /> (74'gl /! w (T�) \ \/\//�/ EX SDMH EX F RANT(7YP) \ ENISnNG/PROPOSED ZONING.' R-1
<br /> WATER DISTRICT' CITY OF EVERETT
<br /> TOTAL DISTURBED AREA: /\ \ \ / Ri R s5.&s
<br /> 73,I95 SF \ \ 3 j\ / \�\\�\ ® IE-541.39 ) FOUND I P O i'(N) SEWER DISTRICT MUKIL TEO WASTEWATER DIST
<br /> SCH\ \ \ /\\\ \\/\// \� /F=53804(24-S) 4.18 tea`CDR flREO TRICDISra1Ci CITY OF EVERETTSCHOOL DIST 6
<br /> IE=53828(24"-N) 05 NIRON FRAME _
<br /> IRON GATE
<br /> o 5 / 15' / os/ OWNER/APPLICANT
<br /> ABBREVIATIONS TABLE \ I� h\ ///A, A�AjVA
<br /> (AIR) =ANGLE POINT (MCSE) =MIN CRAWL SPACE EEV. �Jq\L'\/R\� AMA VENTURES,LLC
<br /> O BOX271
<br /> (BC) =BOTTOM OF CURB-I'll (OWS) =OIL WATER SEPARATER \ \ PROP D SET B ^`/\/ \ N88�'O6"W 25008' 501'S0'S4"W� v �AKE STEVENS WA 98258
<br /> (BVU =BOTTOM OF WALL (pC) POINT OF CURVATURE EASE NT TO LOT B // \ \ "108(A11) —7581 6,\`y"
<br /> (BO) =BLOWOFF (PI) POINT OF INTERSECTION 7&18' UTURF'r PROPOSI SIDE / 05��q \\/./ / \� CONTACT' SURVEYOR.'
<br /> (BRK) =BREAK/GRADE BREAK (pL) PROPERTY LINE \ E MEN SEWER CONNE 70 pQ l \/ \ \\/ 15, 'R6QPO5ED 3/4' /- /
<br /> (CB) =CATCH BASIN (PP) =POWER/UIRITY POLE `lE�p M1M1((PPER ROOK Qe'pyl //- \ INAGE WATER�TER(TYR) -558MAC
<br /> (CBU) =COLLECTION BOX UNITS =POINT OF TANGENCY \ `, DE L OVfMHANG(TYP) \ \\ / // MENT ELDEN D.ENGINEERING LLC PACIFIC COAST
<br /> P.E. DARREN J.RIDDLE
<br /> INC.
<br /> (CE) =OULVEFT END (pT) \ \/ \ —
<br /> (PVM'T) =PAVEMENT II P.Q BOX 177 P.0 BOX 13619
<br /> (CLf CENTER LINE \ 7 -- -r- -c_ \ \\/ l' \ ' / SILVANA,WA 98287 MILL CREEK WA 98082
<br /> (CO) =CEANOUT (RE) =RIM ELEVATION `�, \ \\/y / / TEL 360-552 5820 TEL
<br /> (425)512-7099
<br /> (SO) =STORM DRAIN \ \•, \\ \\ y\ \ PROPOSED SPLAS BLOCK 2 / �5� E-MAIL:macengmeermg@I onUgr.
<br /> (CSBC) -OR.SURF'G BASE COURSE (SLL) -SOLID LOCKING LID
<br /> (CSTC) -OR.SURF TOP COURSE (SS) =SANITARY SEWER � � � � TYP C2 /
<br /> (C1R -CENTER (SSMH) =SEVER MANHOLE /\\\ \ -°COfTCRE1E� \
<br /> (DIP) =DUCTILE IRON PIPE (STRCTR) =STRUCTURE \ - \ // - - / CONSTRUCTION SEQUENCE:
<br /> (DRNG) =DRAINAGE (TBR) =TO BE REMOVED \ ''R \ P O D /\\/\//
<br /> o
<br /> (EL) =EEVARON (TC) =TOP OF CURB S ''�'' \ __�_ ..-:_--: \�\ / 1924 SF THIS CONSTRUCTION SEQUENCE IS TO BE USED AS A GUIDELINE.CGNDIRONS MAY
<br /> (EOA) =EDGE OF ASPHALT (ECU =RRU CURB INLET S E RH G �\ --""'r I ml z B INSPECTOR CHANGES SHALL BE DISCUSSED WITH AND
<br /> \ / REWIRE CHANGES E TIMING OF WORK
<br /> (EOC) =EDGE OF GRAVEL (TDB) =TOP OF BANK \1 \ 2 R F NT / Ir \ '""---"---"r----------/ APPROVED BY OR AND OWNER.
<br /> (ESM'T) EASEMENT (TW) TOP OF WALL \ \ \ UT / I. ARRANGE AND ATTEND PRE-CONS7RUC110N MEEPNC NTH THE CITY.
<br /> (EX) EXISTING (T)p) TYPICAL \\ \ \ EVELOVME 5 \ .I O \ /
<br /> (G/L) GUTTER LINE OF CURB (TyX) TYPE CB/MH \( \ jJ B EEL. �% 32 2 FLAG CLEARING LIMITS AS INDICATED AND INSTALL SW.P.P MEASURES.
<br /> (OR I) GRATE (T)-I) TYPE i CO \ V /
<br /> (GRVE) =GRAVEL (0) =YARD DRAIN V �p "I G A 'eGG� —
<br /> (FH) =FIRE HYDRANT (VG) =VANED GRATE \\ `.\ / - t ry ��� 554� J. CONSTRUCT SIR.&DRIVEWAYS.
<br /> (F/L) FLOW LINE (W) =WA7FR/WA7FR MAIN `v� '�\ \o \ \ T�\ SF
<br /> .� \/ BL 4;V 4. STABILIZE DISTURBED LAND SURFACES.
<br /> (FOG) FACE OF CURB (NOR) WHEEL CHAIR RAMP S \ / y
<br /> (IE) INVERT ELEVATION (VIM =WA7FR METER S O \ \
<br /> 0NT) N ERSEcnav ) =WATER VALE ✓ �/\ I 0 /oa APPROVED
<br /> (LL) LOT LINE (I x A) =i/parts DELTA /�6. /bG"RON'PA
<br /> riP)
<br /> (MID =MAILBOX F. 9p I. ��iA PUBLIC WORKS DEPARTMENT
<br /> \/ ��\� \ BY:Tawnya Herman
<br /> LEGEND -", ' � v/ / "�' 1. — �'
<br /> / \ \ LOT L' \ \ � ")�(� / / 11 /150�- -552 / CITY
<br /> I YEOF03/03/2023
<br /> EVERETT REVIEWED FOR PERMIT
<br /> EXISTING DESCRIPTION PROPOSED /yyX \ 23,000 SF �� \/�\�\
<br /> STORM DRAW ce(T p ■ y. ,� V //\
<br /> City of Everett Permit Review
<br /> PROPOSC
<br /> ❑ sraeMORLNce T 2 • — — — _ EVERETT Status:Approved a5 Noted
<br /> /VAA VA. ... i err�nl(TrP),,'P°� T -550-
<br /> (+`) � \ / �//\ t„ � 03/03/2023 4:05:12 PM
<br /> STORM DRAIN SERVICE STUB &.— \ `rS C, \ t /� / \)\ j/'p , I / A"
<br /> SEPARATE APPROVAL REQUIRED FROM
<br /> O SAN.SEWER MANHO E �� v /\ V/ l ? 50 MUKILTEO WATER AND WASTEWATER
<br /> ° N SEVER CLEAN OUT • S\o / c /50
<br /> \�/AA//� {lr \ pDSOIL7tREA 2„ / DISTRICT FOR SEWER CONNECTION.
<br /> SA
<br /> / (9,155)SF(SE NOTE 7) /
<br /> saN.SEWER slue \ \ \ \ � � I � so I NOTES:
<br /> y BLOW-OFF(BO) / // 1 1. THE EXISTING DEVELOPED SITE SLOPES TO THE SOUTH.
<br /> EI WATER SERVICE(WS) \ SS o
<br /> 0 2. SOILS ON SITE AREA ARE ALDERW0000-URBAN LAND COMPLEX, HYDROLOGIC SOIL
<br /> CROUP IS"C".
<br /> WATER VALVE(WV) H \ OEX
<br /> 'C HELL ® \ \ /54a \\ I y RIM E��9.44 1 3. DRIVEWA Y/PARKINC AREA WILL SLOPE TOWARD LAWN AREA AS INDICATED IN PLAN VIEW.
<br /> S \ IE=548I4(8"-NE)
<br /> �} FIRE HYDRANT S / `�F \ I / / IE=54804(8"-SW) I 4 PER ASTORMWA7ERXIMUM OF 0 MA NA 0 SF OF
<br /> IMPERVIOUS FOR KESIERIV WASHINGTONA MAY DRAIN TO A(SMMWW)CH V-4i
<br /> o DESIGN CRITERIA FOR SPLASH BLOCKS.NEW BUILDINGS EXPECTED TO HAVE A MINIMUM
<br /> `0� UTILITY POLE(PP,UP) `'�"' / \ 7 \ / / /
<br /> VEGETATED
<br /> 3 DED FLOW TP EACH SPLASH BLOCKS WILL BE INSTALLED TO HAVE A 50 FT
<br /> OR ANY
<br /> FLOW PATH FROM THE DOWNSPOUT TO THE DONNSTREAM PROPERTY LINE
<br /> TREE J �511 \ y\y \ / \spy o \ / / \ /\ OR ANY SLOPE STEEPER THAN 159
<br /> 5 CONTRACTOR SOIL
<br /> TAKE CARE IN REMOVING EXISTING THE VEGETATED AREAS AS TO NOT
<br /> SHRUB / Sa'�,s0.�`ti 7YP)\ \ \ f-�5 x IO'EX EASEMENT \ 00552400602400 < REMOVE TOP SOIL OR VEGURFACE OUT SIDE OF THE CLEARING LIMITS OR POLLUTION
<br /> e'0.d \_`I\ \ PER AFN:8006700222 O / \ GENERATING IMPERNWS SURFACE(PGIS)PRISM.IF SOILS ARE REMOVED OUTSIDE OF
<br /> PAVEMENT(EOA) �E"N OS. / I S \ THE BUILDING OR PGIS PRISM, THEN TUE CONTRACTOR WEL RECALCULATE AND
<br /> \ M Ss \ / \> INCORPORATE W TH EXISTING SOIL OR AMENDED SOILS AS LONG AS THEY MEET THE
<br /> CONCRETE(EOC) I\\ \\ / \ / / / REQUIREMENTS IDENTIFIED IN SMMWW BUR T5.13.
<br /> GRAVEL(EOUJ (SEE REQUIREMENT CALCULATIONS IN DRAINAGE REPORT).
<br /> 6 A ROCK CONSTRUCTION ENTRANCE IS REQUIRED.
<br /> B S.B.L. BLDG SETBACK LINE(BSBL) -_ B.S.B1__ \ I XG `rS \ / / Permit#: PW2207-022
<br /> PA / Site Address: 1724 and 1726 100th St SW 7. EXISTING TOPSOIL WAS TESTED AND IT IS CONFIRMED THAT IT MEETS THE
<br /> PROPERTY LINE(PA) \ REQUIREMENTS AS INDICATED SMMWW,BMP T5.13. EXISTING TOPSOIL IMLL BE STOCK
<br /> EX RIC-HT OU WAY(R/W) R/W 1 / � y� / Owner: AMA Ventures,LLC PILED FOR FINAL STABILIZATION (REFER TO MAC ENGINEERING DRAINAGE REPORT AND
<br /> / 0 / C.OE.SID TWO 203 FOR ADDITIONAL DETAILS).
<br /> CA CENTER(CTR)LINE CA00552401000300 ` dp So / Application Date: 07/29/2022
<br /> x FENCE LINE o I I ss m �\ \ \ 0 55`�l o/ / Description: Site Work for Dakota Way-Lot B
<br /> DRAINAGE ROW PATTERNS ,7 ,7 A V� �� / Review Status: APPROVED AS NOTED
<br /> Review Date: 03/03/2023 EXAMINED AND APPROVED
<br /> C�J SECTION CORNER / \ \ / c,0
<br /> X SSMH \ \ I ON THIS DAY OF 2023
<br /> _ IM EL=545 92
<br /> SOL LOG / IE 53524
<br /> I=53524(8" \ 3' CITY OF EVERETT ENGINEER
<br /> TEMPORARY BENCHMARK �\
<br /> SURVEY PROVIDED BY., GRADING ESTIMATE SHEET INDEX DATE REWSION/ISSUED CITY FILE NO.:PW2207.022,82207-083,82207.086 PROJECT NO.
<br /> N D.41 CUT. 185 CY's
<br /> pF- FILL: 225 CYS 06127122 ISSUED
<br /> Jfl C f,V6Ii VFfRI]V61 11 CPAGflL CREEKCOAST SURVEYS,INC ALMA VENT URES LOT B 220643
<br /> �v�,p`�' LAND SURVEYING&MAPPING THE GRADING ESTIMATE PROVIDED FOR CI) SITE PLAN
<br /> �5�e°s P.D BOX 13619 THESE PLANS IS APPROXIMATE,ACTUAL 08/08/22 REVISED PER CITY
<br /> MILL CREEK,WA 98082 GRADING VOLUMES MAY VARY. C2) EXISTING CL4V01110NS/SWPP PLAN 10131122 REVISED PER CITY
<br /> s TEL(425)511-7099 CALCULATIONS DO NOT ACCOUNT FOR C3) SWPPP NOTES
<br /> VARIOUS VOLUMETRIC CHANGES DURING THE 01124123 REVISED PER CITY
<br /> EARTH WORK PROCESS. DWG
<br /> 02/22/23 HALL V PER CI DRAINAGE CI
<br /> P.O. E3®X 177, SILVANA, WA 98287 °FSSInnaftE�`' ,u� THEcavmacraRSHauuERiFrTUELocAnavoFAu
<br /> TEL: (360) 652-5820 BEt=O7 y�OXi U,,RES PRIOR TO ANY CONSTRUCTION.AGENCIES INVOLVED
<br /> EMAIL: macengineering@fron tier.com L222/23 THE STARTOFCONSRUUCTI REASONABLEnMEPRlORiO SITE PLAN OF
<br /> DAIS
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