|
SW 1/4, NE 1/4, SEC. 23, T.28 N, R.4 E, W.M.
<br />CITY OFEVERETT, WASHINGTON
<br />s
<br />FENCE 0.1 '(E) \
<br />AT CORNER \
<br />I'poc�F � LOT 1 / \
<br />SH�V,
<br />FOUND REBAR, NO CAP � 0 REMAIN
<br />1.1 '(s) & 0.6)(W) OF �/ - ) LOT �i
<br />CORNER. FENCE 0.21(N) 12,815 Sf rrr/ j �\ ✓�g1 \ FOUND REBAR W/CAP STAMPED \ \
<br />AT CORNER rt77rtll
<br />728067 METRON AT CORNER. \
<br />END FENCE 0.2'(S) ) ( \� y�P\� k,�� HOUSErrt7 RAVE �532 FENCE INT. 1.6'(N) & 1.0'(E) \ \
<br />5�,�` °� 1* 0 OF CORNER
<br />OF PROPERTY LINE \ \ �, � � .
<br />\ \ (r0 REMAIN) EMAIN ,
<br />FOUND REBAR W/CAP STAMPED \ / ; ♦�l� / j �y �� / 1.6'
<br />"28067 METRON" AT CORNER.
<br />FENCE INT0.1 (N) & 0.1 (E)`�Jl/1411 fro
<br />REAM)
<br />kiMAIN),
<br />OF CORNER
<br />IN. LOT 2
<br />jOT 7
<br />� 'T' \ SNO. CO.
<br />LO S �\�°� , / \ i ,b46 SF SHORT PLAT i \
<br />l 7,827 �F , �,,
<br />> a, o • ... o N / r./• : \ `moo. SP 255(8-84)
<br />C)N A.F.#85054015229.3
<br />/
<br />I / Z
<br />40
<br />e ' � A ,. • / � �p /
<br />V' v 4
<br />\ . I \ . • 'Ile
<br />/ \ FOUND REBAR W/1
<br />i \ / F \ ��[J �JO e •4 • •.� �a.. ♦ . t \ • • �' a .; \ \ / / // \ �' STAMPED 28067/
<br />14 LOT _ `\� \ \ l ° °O .. s / / / \ \ METRON /
<br />\ .� \
<br />10,378 �F � �\ \ •° \
<br />> \\ \ i • �.- � 1,OT S \ \ END WOOD FENCE 1.9'(E)
<br />OF PROPERTY LINE
<br />\ i j 'cps (TO BE VA ti 8,243 SF \
<br />\ I s o f 1 _'`SEND WOOD FENCE
<br />cr . •'.\ / 2.1 (E) OF PROPERTY
<br />e
<br />�. :...' . • ! - \ . -• :..30c.ORL' ' �� ° ° <� � �% �\ LINE FOUND REBAR W/CAP
<br />oe
<br />4 •' -.,.. .(TSB s % o� I , ,
<br />STAMPED "28067
<br />5\ . a :. ° : . .. ' , s I., .- •, '� e j. .s . / / \ METRON))
<br />LOT 4 'ems\ / • g 1a ° ' • e'' e , e ° : s ' a • / / \ \ LOT 3
<br />LOT 5
<br />LOT 6
<br />BLOCK 3
<br />PLAT OF
<br />RANCHO INTERCITY
<br />VOL. 12, PG. 46
<br />BM
<br />FOUND CASED CONC. MON. Ff� o-
<br />W/2" BRASS DISK & PUNCH. �y
<br />DOWN 0.6'. VISITED 7-16-21 a
<br />END WALL 0.2'(E) L " ' • :, s �; 35 l `moo ' ° , • ° •' ,•' �. \5,:: // \ \ o =� 5�r�.,,,, / �f `�o
<br />OF PROPERTY LINE \ _ - -� s, • ., ' . Y' / \ o /
<br />\ ° . . ° <, . • 'a e \ / \ o IE 12" CPP N=545.99 / •o'
<br />/ \\ / \ ,.. s . : d ' • ° .. / / \ IE 12 CPP(E] -545.99 \y / 5
<br />t . s
<br />Q` \ // ° •\ °.. '• ..e° ,• "e e • ••° ...•�1 a C�(V��
<br />/ �Jy •\l / °,•�'•. r �e.. .,.. d,•'°• ••`�N`� a r `��• , j� % h LOT 9 \ \ EX � �O
<br />.0e / \\ / ��:: . ' s o' s ) 8, f70 SF \ CB RIM=548.54 F.H. /
<br />.. l \ IE 12 CPP(W 545.44 /
<br />� / �� / l , 0`'�� cA. .. "' • \ .. IE 12" 03P(S)=545.54 `c
<br />PROPOSEa/Gj
<br />/ / \
<br />WALL - - •�`' s • ° • °•° ••• ' \ °• .• � FOUND REBAR W/C4P
<br />t • • t9. �• e \ / / /
<br />!\ ' \. STAMPED "28067 /
<br />�� p ' �'Cle S '� / / 1 . e • 1 �P . • < • ,. e / / METROW OFFSET 4. 0'(NW) �;..
<br />. ,/ NON PROPERTY LINE LOT1 s+ x/
<br />00552300400604
<br />7,564 SF / sp <� •.<1:, / / / /� \ C` I
<br />\ \ j, C I •' ° e .. • ..tl• �• / / / \ LOT 10 \ q . o' . a ssAd RIM=S .87
<br />\ \ �1 (���RA �/ / / \ 11,992 SF \ �< �l / "sue /IE 12"PVC(E)=536.92 \
<br />LOT 3 \ \ / l y l , ' : a •. �� \ / \ / % s o IE 12" PVC(W)=536.82
<br />SNO. CO. \ 1 L�� �. / <% ��o\ N / \ > . /
<br />SHORT PLAT \ \ ' o \ / S , P1. \ \ �. / \ / Ff / _
<br />s_ ' �� / i ( \ 547.32
<br />A.F.#9801085002
<br />" ; .: ` ,�' G 1 IE 12 DI(W=544.42
<br />/ _ \ � •' ...,� /. �,C\ IE 12" DI E1=544.52
<br />1 t'• ,� /
<br />I
<br />moo' - w ; ' • sa .1 : / /'�`�1 G�,P so �
<br />Jam\ \ / I < e v a .. w ° . � I °' , •I�a 1 .. 'i , .. O• • \ / �1r C� V O O ( \
<br />\ \ / e ". ° '. \ : ` . r : : .. �.' . ;... ✓ �`L 5 y� �x CB RIM=545.97 \
<br />100, / ,� \V - _ _ IE 12NCPP =542.97 \
<br />\ / \� / • .: a s ..., er...��,°. �e d °.J le , 5
<br />..a e • .� / IE 12" DI (S)=543.07 \
<br />1.01
<br />/ •1 / .,
<br />/ \ /• 1 `' ° 1•.°• V. o �• ' a
<br />.0e \ / .. •• .. ' s I , . • + . S. o ' 1 a / \ X. SE 11CB RIM=545.99 \
<br />/ END WALL 1.0 (E) e 1 a , . , / nre n _n�_ \
<br />\\:: i 23 IE 12" DIN =543.29
<br />� OF PROPERTY LINE \ \ ; : ,..� .. �°..' .. � ' '• ', s. � �.�'°.. ' ,. � � � ()-
<br />• (7 DEEP, TO BE IE 12 DI(E)=543.39
<br />538� \ \ ° : s. i • ' ; A. ok+0 S USED FOR LOT 10)
<br />B RIM=546.53
<br />END WALL 1. 0' I �o z I CPP(W)=542.3100552300400702
<br />OF PROPERTY LINE \ \ L T 2 Lo l \ IE 12`� CPP E=542.43
<br />\\ ' 0, PROPosE� s • ° �. ,�! G' , E) .WM ( )
<br />7 721 SF 1 I r 12" �pvs)=542.33
<br />\ ARKING SIGNS j ° . /� n .15 6 ' R) _ - / EX. W (TBR) \ \
<br />LA` /, \
<br />�/ / / / ., r, FOUND REBAR W/ unr STAMPED
<br />LOT 2 \ / // / \PROPOSED : f ; ° , - I ` 30�' 6j / / I 028067 METRON" AT CORNER
<br />/ CB RIM=543.49 00552300400800
<br />-v% . , • . ' •'• ' % ° 1 / IE 12 CPP(W)=538.59
<br />// / �`� ° ND REBAR /C / IE 12" CPP(E)=538.89
<br />4.3 /, ! i "
<br />/ `� ao I IE 12 CPP S=538.69
<br />1000'LOT 1 ♦ _ CB RII1�542.93
<br />/ 1.5 \ 5,015 SF \ J p AT �E� - - / IE 12" Ck(N)=540.63
<br />Qz /EX. SSMH RIM=541.21\
<br />IE 12" PVC W =529.41 \\
<br />\\ /� / , �� �9 \-�/ $� / I IE 12 PVC(E)=529.51
<br />LOT 1 \\
<br />\ \ - IE 8" PVC(S)=530.00
<br />Know what's below.
<br />Call before you dig.
<br />UTILITY CONFLICT NOTE.•
<br />5' OF k�o / EX. RAMP \
<br />DEDICATION �/ OCATED JT
<br />\ + s CB RIM=541.02 \ \
<br />792 SF \ ,^ ^ • ^^ ^ Z s
<br />FOUND REBAR W/CAP ° (5' DEEP, TOBE` IE 12" RCP(W)_537.92 \\
<br />USED FOR LOT 1) IE 12" RCP(S)=538.02
<br />STAMPED "10424" 2.6'(N)� I
<br />& 0.9'(E) OF CORNER x�o" I CB RIM=540.52
<br />IE 12 RCP(NW)=538.42
<br />(MR) \ o/ 1E 8" RCP(SW)
<br />IE 8"=538.82
<br />EX. RAMP \ \ RCP(NF)=538.7'
<br />/ .:. EX 00552300400900
<br />� � � , • a � / �� F,� � / (r0 BE RELOCATED TO
<br />� lk� / S `Z • �_ BACK OF SIDEWALK)
<br />\ 1 CB RIM=538.y°i
<br />/ IE 12 CPP(N)=o,...v-r
<br />/ CB RIM=539.53
<br />CB RIM=534.86 / / CS + It/ IE 12 CPP(W)=534.73
<br />" IE 12" CPP(E)=534.83
<br />IE 12 RCP(NE) ►. r IE 12" CPP(S)=534.73 NOTES:
<br />IE 12N RCP(SE)=531.1 �o RQ \ / CB RIM=538.01 1. THE TOTAL MAXIMUM IMPERVIOUS SURFACE AREA AND POLLUTANT
<br />IE 12 RCP(SW)=531. A- OR / IE 12 RCP NE=535.61 00552300401000
<br />' . \ GENERATING IMPERVIOUS SURFACE AREA FOR EACH LOT AND THE
<br />o \, / \
<br />SSMH RIM=537.67 \ IE 12" RCP(SW)=535.61 ACCESS ROAD.
<br />/ IE 8 PVC NE=526.52 \
<br />�p / IE 8" PVC(SE)=526.52 \ 2. LOTS 1-5 AND 7-10 AND THE ACCESS ROAD HARD SURFACE
<br />CB RIM=534.39 �p / IE 8" PVC(SW)=426.42 \\ RUNOFF
<br />SHALL BE CONVEYED TO THE COMBINED DETENTION
<br />1E 12" CPP(NW)-531
<br />CAUTION.-
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE
<br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
<br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
<br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />., /
<br />00552300400603
<br />Parcel Line Table
<br />Line #
<br />Length
<br />Direction
<br />L2
<br />47.35
<br />ST 45' 57.80 "E
<br />L 1
<br />58.93
<br />S35° 28' 52.95 "E
<br />L3
<br />123.33
<br />S36° 12' 10.30 "E
<br />Curve Table
<br />Curve #
<br />Length
<br />Radius
<br />Delta
<br />C 1
<br />33.86
<br />70.00
<br />27.72
<br />C2
<br />34.85
<br />70.00
<br />28.52
<br />SCALE: I " = 30'
<br />30 15 0 30 60
<br />LEGEND
<br />i
<br />EXISTING MONUMENT (AS SHOWN)
<br />�Oa
<br />SECTION 1/4 CORNER NOT FOUND
<br />SECTION CORNER NOT FOUND
<br />FOUND REBAR/CAP OR I.P. (IRON PIPE)
<br />(C)
<br />CALCULATED
<br />(P)
<br />PLAT
<br />(M)
<br />MEASURED
<br />TBR
<br />TO BE REMOVED
<br />R. 0. W.
<br />RIGHT-OF-WAY
<br />P. 0. B.
<br />POINT OF BEGINNING
<br />CENTERLINE
<br />CIF
<br />CHAIN LINK FENCE
<br />WDF
<br />WOOD FENCE
<br />W' S.
<br />WATER SURFACE
<br />EOP
<br />EDGE OF PAVEMENT
<br />BOW
<br />BACK OF WALK
<br />O CB
<br />STORM DRAIN CATCH BASIN (CB)
<br />O SO
<br />STORM DRAIN MANHOLE (SDMH)
<br />O SS
<br />SANITARY SEWER MANHOLE (SSMH)
<br />000
<br />SANITARY SEWER CLEAN OUT (CO)
<br />-C)-P
<br />POWER POLE
<br />_0_GP
<br />GUY POLE
<br />❑ WM
<br />WATER METER
<br />><
<br />WATER VALVE
<br />WV
<br />FMB
<br />MAILBOX
<br />O
<br />UTILITY POLE ANCHOR
<br />'C�
<br />FIRE HYDRANT (2 NOZZLE)
<br />TYPE I NGPA SIGN
<br />PROPOSED WATER
<br />PROPOSED SANITARY SEWER
<br />PROPOSED STORM DRAINAGE
<br />PROPERTY LINE
<br />EXISTING FENCE LINE
<br />EDGE OF PAVEMENT
<br />XXX
<br />EXISTING CONTOURS
<br />PROPOSED CONTOURS
<br />PRE-EXISTING DRAINAGE PATTERN
<br />COE STD
<br />CITY OF EVERETT STANDARD DETAIL
<br />PE
<br />POLY ETHYLENE
<br />SHEET INDEX
<br />/ \ TEXTUAL SITE DATA:
<br />/ \ 3. BMP T5.13 SHALL BE APPLIED TO ALL DISTURBED SOILS. EXISTING ZONING: ............. R-2
<br />00552300401101 \ PROPOSED ZONING: ............. R-2
<br />CB RIM=535.13 \ PROPOSED LAND USE. ............. DUPLEX, AND SINGLE FAMILY RESIDENCE
<br />/
<br />\ PLAT AREA: ............. 2.67 ACRES = 116,263 S.F.
<br />IE 12 \ IE 12 H RCP(NERCP(SE=532.43 =532.43 \ SMALLEST LOT PROPOSED: ............. 5,614 SF (LOT 1)
<br />\
<br />\� IE 12" RCP(SW)=532.43
<br />\
<br />BROOKSII��'�STAT�S�
<br />TOTAL LOT YEILD PER EMC 39.130.E(4.a)
<br />A) TOTAL LOT AREA = 116,263 SF
<br />B) MINIMUM AREA FOR DUPLEX PER R-2 ZONE 7,500 SF
<br />MAXIMUM NUMBER OF LOTS YYB = 15.501 UNITS
<br />OR 16 LOTS
<br />PROPOSED NUMBER OF LOTS 10
<br />C1.0 COVER SHEET
<br />C 1.1 EXISTING FEATURES MAP
<br />C2.0 GRADING PLAN
<br />C2.1 TESC PLAN
<br />C2.2 TESC AND GRADING NOTES AND DETAILS
<br />C3.0 ROAD AND DRAINAGE PLAN
<br />C3.1 ROAD AND DRAINAGE PROFILES
<br />C3.2 DETENTION PLAN AND DETAILS
<br />C4.0 FRONTAGE IMPROVEMENTS
<br />C5.0 SEWER PLAN
<br />C5.1 SEWER PROFILE
<br />C5.2 SEWER PROFILE
<br />C5.3 SEWER NOTES AND DETAILS
<br />C6.0 WATER PLAN
<br />C6.1 WATER PROFILE
<br />C6.2 WATER NOTES AND DETAILS
<br />rR R. k
<br />♦ .. nnnmuervir
<br />36499 4, -
<br />GISTV, ti
<br />I6NAL ��
<br />0510112024
<br />VICINITY MAP
<br />SCALE: 1 "=2000'
<br />EQUIPM NT AND PR0CEDURE
<br />METHOD OF SURVEY.•
<br />SURVEY PERFORMED BY FIELD TRAVERSE
<br />INSTRUMENTATION:
<br />LEICA TS16 ROBOTIC ELECTRONIC TOTAL STATION
<br />PRECISION:
<br />MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
<br />BASIS OF BEARING:
<br />THE MONUMENTED CENTERLINE OF HOLLY DRIVE,
<br />AS THE BEARING OF N 46'14'10" E.
<br />BM
<br />FOUND CASED CONC. MON.
<br />W/2" BRASS DISK & PUNCH
<br />ELEV. = 550.52'
<br />PER GPS OBSERVATIONS
<br />DATUM:
<br />NAVD 88
<br />N.A.V.D 88-3.64'=NGVD '29 (MSL)
<br />ENGINEER/CONTACT SURVEYOR
<br />INSMT ENGINEERING COMPANY PACIRC COAST SURW-M INC.
<br />P.O. BOX 1478 P.O. BOX 13619
<br />EVERETT, WA 98206 MILLCREEK, WA 98082
<br />CONTACT. BRIAN R. KALAB CONTACT DARREN J. RIDDLE, PLS
<br />(425) 303-9363 PH: (425) 508-4951
<br />OWNER FAX. (425) 357-3577
<br />BROOKSIDE ESTATES NW LLC
<br />10511 19TH AVE SE, STE. C
<br />EVERETT, WA 98208
<br />PH: (425) 379-2844
<br />PLAN APPROVED
<br />PUBLIC SERVICES DATE
<br />PUBLIC WORKS
<br />UTILITIES DRAINAGE DEPARTMENT
<br />A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br />TO STARTING ANY CONSTRUCTION ON THIS
<br />CITY ENGINEER PROJECT. APPROVAL FOR THIS PROJECT IS
<br />CONDITIONAL PER CURRENT STANDARDS AND
<br />EXPIRES ___ ___--- UNLESS
<br />LEGAL DESCRIPTION
<br />THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF SNOHOMISH,
<br />CITY OF EVERETT, STATE OF WASHINGTON, AND IS DESCRIBED AS
<br />FOLLOWS:
<br />LOT 8 AND THE NORTHEASTERLY ONE-HALF OF LOT 9, BLOCK 3,
<br />PLAT OF RANCHO INTERCITY, ACCORDING TO THE PLAT RECORDED IN
<br />VOLUME 12 OF PLATS, PAGE 46, RECORDS OF SNOHOMISH COUNTY,
<br />WASHINGTON;
<br />EXCEPT THE NORTHWESTERLY 200.00 FEET THEREOF AS MEASURED
<br />RADIALLY TO THE NORTHWESTERLY LINE OF SAID LOTS 8 AND 9.
<br />(ALSO NON ASLOTOT 1, H RT PLAT 148 (7-82), RECORDED UNDER
<br />RECORDED THE SOUTHEASTERLY 100.00 FEET OF THE NORTHWESTERLY 200.00
<br />FEET, AS MEASURED RADIALLY TO THE NORTHWESTERLY LINE THEREOF,
<br />OF THE FOLLOWING DESCRIBED TRACT.•
<br />LOT 10, BLOCK 3, PLAT OF RANCHO INTERCITY, ACCORDING TO THE
<br />PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 46,
<br />RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
<br />TOGETHER WITH THE SOUTHWESTERLY HALF OF LOT 9, BLOCK 3, PLAT
<br />OF RANCHO INTERCITY, ACCORDING TO THE PLAT THEREOF RECORDED
<br />IN VOLUME 12 OF PLATS, PAGE 46, RECORDS OF SNOHOMISH
<br />COUNTY, WASHINGTON,
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. I
<br />ONOMMU 11H@0Hmm1 0m@ (9@.
<br />P.O. BOX - 1478
<br />EVERETT, WA 98206
<br />(425) 303-9363 (425) 303-9362 FAX
<br />INFO@ INSIGHTENGINEERING.NET
<br />SITE ADDRESS. 10524, 10528, 10600 & 10604 HOLLY DR.
<br />EVERETT, WA 98204
<br />TAX ACCOUNT NO.'S. 00552300300800, 00552300300801,
<br />00552300300902,00552300301000
<br />SW 1/4, NE 1/4, SEC. 23, T.28 N., R.4 E., W.M.
<br />BROOKSIDE ESTATES NW
<br />DWG FILENAME
<br />DESIGNED BY. DATE:
<br />SCALE:
<br />JOB NO.:
<br />211165-AB.DWG
<br />DNK 0411012024
<br />1 "-30
<br />21-1165
<br />SHEET
<br />AS -BUILT
<br />COVER SHEET
<br />C1.0
<br />
|