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<br /> ' , t� x 5 TOPOGRAPHIC SURVEY
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<br /> , ...•::' e. ► F •.- ;, ,- ��6 ,y r' / ! ! \ l FOUND CONC. MON.
<br /> / ,:,y. : a : • ,.:►� :ir% FOUND CONC. MON. --' r, J / f\ W/TACK IN LEAD
<br /> - �� ' � : , thf , .- ,. / / \ LEGAL DESCRIPTION W
<br /> �. .....„-!... --:-.../-. ..F .' f- ,�j- ;: ,� W TACK IN LEAD b O �' / .. , CASE NOV. 2017
<br /> �L cx (CAS,...) NOV: 201.7. . 7 / ti 'h' / ( LOT 33, PLAT OF MAPLE HEIGHTS, AS RECORDED IN THE
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<br /> Pq '• l• ( F` DRIVEWAY ,r /' / /. /: ' OFFICE OF SNOHOMISH COUNTY AUDITOR, SUBJECT TO
<br /> .4,41
<br /> • -.- /'j,, • ''•.:4le(:.: *• '• r: ' 7. ' N..1 X14 3,896 SF) // / /.'1 / /l' : /,, EASEMENT, RESTRICTIONS AND ASSESSMENTS OF
<br /> fp �� w '•%!.• ....l:•.:. ` •• /. a� o / / / 100‘ �. / / RECORD V J
<br /> ti vs , '.'.• ' . / /./ // / I • `i,o33 / - i / / /, / / / EXCEPT A PORTION OF LOT 33 A, MAPLE HEIGHTS,
<br /> ,.� ..t ,- ••� .. .• EX. TACK / / . �� / / EX, ASPHALT
<br /> 33 u -' ,�" /: / ' / /.• / / f l ACCORDING TO THE PLAT THEREOF, RECORDED IN
<br /> X. TACK •rr l / EX. ASPHAL.L IN LEAD / / . / ti.,:
<br /> 6'' \ / „.�' L / r ,•,• .� 1r , . •,• _ / / / I/,'`�` / �* .,� VOLUME 10 OF PLATS, PAGE 23, RECORDS OFCK
<br /> ON L.INESTOCKPILE i,IN> LEAD ;, �. �;r / rtj-r . - •, a .,,,.� ( } / / tim;' , �. / TY, W ON,
<br /> ON 'LINE ; ♦ 5 ," 0' / l�`TON <} ,, , SNOHOMISH COUP ASHINGT} G �� j �4/ / •qOff, GF`� ^ E X. CONC. . / / /w / OTE/ �� \� , >SEElN`' c, a ,, , ,5i / �f 4 ,t . . f / ,�, / T SOIL/ • � Ito*/
<br /> //EX. CONE �b /�/ ti � � � '� � / - . ' � ,�= .: / � �, N / BEGINNING AT THE' MOST. SOUTHERLY CORNER OF SAID
<br /> 1 (O ' •.. / / `6 QTE / OT 33A THENCE NORTH 40' 42' 59" WEST ALONG THE 0fr'' �` / •�'' / N '22'00"E / l r'' f °� SOUTHWESTERLY LINE 'FOR 100.0 FEET, THENCE NORTH
<br /> �-f- , / / c : / f CONST .,��5� rV�'. cr' Jam, c�'� . . .t. :•
<br /> 140 49' 17 11 EAST FOR 88.97 FEET TO A POINT 20.0U
<br /> 1 / / FEET SOUTHWESTERLY OF, AS MEASURED AT RIGHT
<br /> S'�,p/"' ! / ! r �� . ' ' CURB CUT ® ROS EX. PIS. 4 ANGLES TO THE NORTHEASTERLY LINE OF SAID LOT 33A,
<br /> ROS EX. Pr J �� ENTRANCE PE AF#200501265002 EX. CURB
<br /> AF 200501265002
<br /> ' Q' STND. DWG 3 Q' THENCE SOUTH 43' 47' 07" EAST PARALLEL WITH
<br /> # EX, CURB. -- Q► 0 / NORTHEASTERLY LINE FOR 85.32 FEET TO THE
<br /> Oar , MAINTAIN j, / .
<br /> Z' (:) SOUTHEASTERLY LINE OF SAID LOT 33A, THENCE SOUTHCURB GUTTEFQ , Q� / 40' 22' WEST ALONG SAID SOUTHEASTERLY LINE FOR co
<br /> O oQ' �P . 94.70 FEET TO THE POINT OF BEGINNING. Q co Tr
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<br /> h6 p \ // SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF 0 ' ° ry
<br /> r WASHINGTON. N
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<br /> \ / �.�' ` N \ SITE DATA w uj
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<br /> SITE ADDRESS: 13XX MADRONA AVE, EVERETT, WA 98203N. W
<br /> 4- . ,, y /FOUND CONC.. MON. TAX ACCOUNT NUMBER: 00505700005701 N W
<br /> FOUND CONC. MON: W/TACK IN LEAD
<br /> e W/TACK IN MEAD (CASE) NOV. 2017 / , OWNER/APPLICANT CIVIL ENGINEER .
<br /> (CASE) NOV. 2017 f LOUIS & SHERRY MAZZA OMEGA ENGINEERING, INC.
<br /> / / 4433 RUSSEL RD #106 JOSEPH SMEBY, PE
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<br /> MUKILTEO, WA 98275 2707 WETMORE AVE.
<br /> EVERETT, WA 98201 a0 Z
<br /> 425.387.3820
<br /> Eli 30 60 SITE PLAN 0 30 60
<br /> I��!� 14141.411/1-...100111.111 .SIN PP F:425.259.1958 (I) W SURVEYOR W
<br /> W
<br /> HORIZONTAL SCALE ORIZONTAL SCALE WEST ALLIANCE PROFESSIONAL LAND SURVEYORS Z
<br /> EROSION & SEDIMENTATION CONTROL NOTE:
<br /> 13614 ASH WAY O Z
<br /> EXISTING SOIL & VEGETATION NOTE: 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT EVERETT, WA 98204 W
<br /> THE SOILS ANALYSIS FOR THIS PROJECT FOUND THE DRAINAGEDESIGNSIZE AND view 609.630.0793
<br /> CONSTITUTE AN APPROVAL. OF PERMANENT ROAD OR E (E.G.( ��1� �: �� ,�� �.�;,.m• ",:.: NI : ,,.�.�:°�.;:��®, •�=
<br /> EXISTING SOILS TO CONSIST OF ACOLLUVIUM, #�"
<br /> LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, T.E.S.C. LEGEND
<br /> LANDSLIDE DEPOSITS, AND PRE-VASHON NON-GLACIAL UTILITIES).
<br /> SEDIMENTS WITH GROUNDWATER SEEPAGE ENCOUNTERED 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE,
<br /> FROM 7.5 TO 9 FEET BELOW GRADE. THE SITE REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF X SILT FENCE PER COE STD DWG 214
<br /> IaInraa .
<br /> CURRENTLY CONSISTS OF LAWN AND PASTURE. • - _•- THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED 4 01DS°� .
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<br /> AND VEGETATION/LANDSCAPING IS ESTABLISHED. Z a
<br /> e - * - ' -- , CLEARING LIMITS PER BMPC103
<br /> QUANTITIES: 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
<br /> GRADING 0
<br /> v7
<br /> FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, q • '�''
<br /> CUT �'
<br /> NOTE' NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE �`t•ti.-/, '� AOS '' F'�o CONSTRUCTION ENTRANCE
<br /> FILL 340 C.Y. LOCATION OF EXISTING SEWER SERVICE `' � \\\\\\\\
<br /> FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION n r �' ..'/ I 0 1-
<br /> FROM 1331 MADRONA AVE TO BE �' T y s
<br /> OF CONSTRUCTION. - - :`p �4s ;
<br /> GRADING QUANTITIES ESTIMATED VERIFIED IN FIELD AND RELOCATED AWAY `„ <
<br /> 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION "� ' ' '� ' , 1 " v� Q W
<br /> FROM NEW SFR AT APPLICANTS EXPENSE ILLA0, St ,f1 ```� ' M
<br /> BASED ON CURRENT SITE / ''N.1`;'‘'''''\*
<br /> ri r r.
<br /> WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE � •' NN. °%+ N �/ Z `�
<br /> ' . TOPOGRAPHIC LEGEND Et o W
<br /> INFORMATION & ASSUMED IF CONFLICTING WITH SFR LOCATION ''`''� " ° _
<br /> THAT 'SEDIMENT AND SEDIMENT LADEN WATER D0 NOT ENTER THE DRAINAGE SYSTEM . z,� ' a .-
<br /> EXCAVATIONS NECESSARY FOR UNDER SEPARATE PERMIT. ROADWAYS, OR VIOLATE APPLICABLE WATER QUALITY STANDARDS.„ ���~ pl,.•% I �' Z
<br /> PROPOSED IMPROVEMENTS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR i EXISTING CONTOUR LINE BASED ON W V
<br /> ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC
<br /> < U) al
<br /> ., LI 1 - t�,�,, TOPOGRAPHIC SURVEY PERFORMED BY WEST cn
<br /> BUILDING HEIGHT CALC$ NOTE: FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO SECTIONAA 'r. 1 ,, ALLIANCE PROFESSIONAL LAND SURVEYORS 2 � W =
<br /> NO WORK MAY OCCUR ON BNSF RIGHT ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER DO NOT LEAVE THE SITE. 0 MIN DIPTH " O 1-
<br /> FILTER FABRIC MATERIAL
<br /> SIDE EX. ELEV. OF WAY UNTIL APPLICABLE PERMITS AND 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE ,� 100<oR A __.________ EXISTING CONTOUR LINE BASED ON z
<br /> A 60.5 EASEMENTS ARE OBTAINED. APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, ESPECIALLY EQUIVALENT WIRERIN03 n"'"'om 4'1 8"QUARRY WAL • CITY OF EVERETT GIS MAP DATA u- O_ 0
<br /> . OVPIC ). WEl0E0N R fgCr.. . . PROVIDE FULL MOTH 4F O H�/
<br /> B 73.0 AFTER STORM EVENTS. oR
<br /> INGRESS/EGRESS AREA LL
<br /> C 79.0 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A II 1 ' II P f • �' (Ni
<br /> D 68.5 ! Par'
<br /> PLIC: BENEATH
<br /> ENE TH FABRIC MUST SPALLS. I- 0
<br /> MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM r// IIilI MIN P�mGEOEXTIEFARICMUSDRAWING INDEX U
<br /> AVG ELEV.= 294 /4 = 70.25' AEVENT. „ f
<br /> 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE 1M1®.■.II i 1) COVER, PRELIM. SITE LAYOUT
<br /> MAX. BLDG HT.= 70.25 + 14.75' = 85' WITHIN A• TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINS SHALL
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<br /> ,9�®�.1I & SWPPP
<br /> ACTUAL BLDG HT.= 70.25' + 14.75' = 85' BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSHSEDIMENT _ 1 M ��■®�� q
<br /> LADEN WATER INTO THE DOWNSTREAM SYSTEM. 2) DRAINAGE & SOIL
<br /> 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF I I 1111111.1.1.4
<br /> MANAGEMENT PLAN
<br /> AREA- 0.43 Ac MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL v +;N.j;- ;•v" :rxa ?,a NI:,4•~3,. .4:v;, '.k-' &
<br /> TOTAL R CONSTRUCTION AND MAINTAINED .; ;�, PNo,.NO. r.BY:
<br /> IMPERVIOUS AREA SUMMARY TABLE MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN 19-1014 I EJT
<br /> PGIS S NPGIS S Total (Sf) FOR THE DURATION OF THE PROJECT. . 11 I I 1'I I n 1
<br /> Existing(To Be Removed) Q 0 0 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE DEBRIS AND A "� DAA
<br /> SEDIMENT TRACKED OFF THE SITE. I I II I II I 5/1/20
<br /> I °
<br /> Existing(To Be Replaced) 0 0 0 U �roC.TEEL o873 U U U x
<br /> 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ENTERING
<br /> New + Replaced 3,896 4,381 8,277 '
<br /> SURFACE WATER BODIES IF THE PROPOSED BMPS FAIL. ELEVATION SCALE:
<br /> _ 1" = 30'
<br /> Total Site Impervious 3,896 4,381 8,277 LS SHALL REMAIN UNCOVERED AND/OR UNSTABILIZED % -11-2Q11 W %:•• 5-faoi1 Know what's below.
<br /> 8 277 12. BARE AND/OR DISTURBED S01 / ��, CITY�F EVERE°TT ooc�: CITY OF EVERETT
<br /> NET NEW 3,596 4,381 FOR N0 MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND FOR NO i.. Pu9Li RIF TEMPORARY SILT FENCE I ,� , PU CONTRU Oro ENTF4NGE Date:
<br /> IFC PAQ
<br /> �; DEP" ', ' 21 N °p�a: P FN• Call two business DRAWING N1 2
<br /> MAX. BUILDING LOT COVERAGE: 35% MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. roe No:
<br /> BUILDING LOT COVERAGE: 17.6% days before you dig. OF
<br />
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