|
SW 114, NE 114, 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 />/ \
<br />� - LOT 1
<br />` \ SCALE: 1 " = 30'
<br />rt7� I ,�. 1 / \ LOT 5 `
<br />\ \ \
<br />FOUND REBAR, NO CAP 1 • t `'}.11, \` - \ / \
<br />1.1 '(S) & 0.6'(W) OF // ' (TD REMAIN) LOT �i (/ .) \ \ \ / \ 30 15 0 30 60
<br />CORNER. FENCE 0.21(N) / / J�� 11�11,� ��;% �\ �� ✓fig, ` FOUND REBAR W/CAP STAMPED \ \
<br />28067 METRON AT CORNER.
<br />AT CORNER J , ��\�R n11,
<br />\ •'� FENCE INT. 1.6> (N) & 1.0 (E)
<br />OF
<br />DPROPERTY LIFENCE NSE \ ( �`\ \ `� 5F,�� HOUSE (TO R�, OF CORNP'Q LEGEND
<br />\ U,' 0 REMAIN) , REMAIN)'
<br />FOUND REBAR W CAP STAMPED \ l /� <' �� STA:13+23.77, 9.26 R EXISTING MONUMENT AS SHOWN
<br />/ ( )
<br />"28067 METRON" AT CORNER. �� y / INSTALL:
<br />REMAIN),,-
<br />E " r_ a SECTION 1/4 CORNER NOT FOUND
<br />FENCE INT. 0.1 '(N) & 0.1 '(E)`�� � � ���/ \ ''� • �4. (TO
<br />REMAIN) / ° � �Cl/ REMAIN), � �, / 1 ^,2� B.O. ASSEMBLY
<br />OF CORNER \ �,��9 . /'ti��/ \ 1 ^,8 GATE VALVE
<br />°� W/THRUST BLOCKING(AB)j LOT 6 SECTION CORNER NOT FOUND
<br />IN./ LOT 2 \ BLOCK 3
<br />\ , � : / 9� / � / \ �� \ PLAT OF
<br />,,\ \ / FOUND REBAR/CAP OR I.P. (IRON PIPE)
<br />LC%� 'S \ �� \ __ -� / T 7 \ \ SNO. CO. \ RANCHO INTERCITY
<br />\' \ G=548.50 4- SHORT PLAT %` \ VOL. 12, PG. 46 C CALCULATED
<br />FG=548o N / �./� \ moo. SP 255(8-84) ( )
<br />o o 1 /� \ `�� A.F.#850540152 / \ (P) PLAT
<br />03 ^ ' � � � / /� / s� / v v / (❑) MEASURED
<br />R40.5 \� ' \ \ / / / /'\ `�c90 / / TBR TO BE REMOVED
<br />T - ;'�- / ,/ \\ / / \ / / �� / R.O. W. RIGHT-OF-WAY
<br />o, FOUND REBAR W/CAP P. 0. B. POINT OF BEGINNING
<br />/ �o �- \ \ / / / \ STAMPED 28067/
<br />LOT 4\a' / oh \ \ / / \ \ \ METRON" / CENTERLINE
<br />- \ \ _ \ / / \ / CAE
<br />I � i FG-548 \ \\ � � v � � CHAIN LINK FENCE
<br />�� \ \ /1 END WOOD FENCE 1.9' E WDE
<br />�� L 1 LOT 8 \ \ �� O WOOD FENCE
<br />PROPOSE`D FH 0 BENA `k , FG=54� \ OF PROPERTY LINE W.S. WATER SURFACE
<br />\ l\ / / \ (PER COE ST / END WOOD FENCE
<br />r EOP
<br />1 ' \ ���'
<br />/ l N DWG G 507 R55 ��j I �` < \ / 2.1 '(E) OF PROPERTY BM EDGE OF PAVEMENT
<br />0 ~Y ?� \ �; \� j LINE Ff so BOW BACK OF WALK
<br />FOUND REBAR W/CAP �� h <�� s\ �� \ / �' �\ \ FOUND CASED CONC. MON.
<br />8S6L o-
<br />.� STAMPED 28067 W/2 BRASS DISK & PUNCH. �y 0 STORM DRAIN CATCH BASIN (CB)
<br />1 �\ cA \ METRON" DOWN 0.6'. VISITED 7-16-21 o CB
<br />LOT 4 �s� \�/ - - - \ \ \ / /�/ / \ \ LOT 3 CC STORM DRAIN MANHOLE (SDMH)
<br />o
<br />END WALL 0.2'(E)� L \ 35'=� \ \ �� // / \ \ -�=5��.,,,,
<br />OF PROPERTY LINE \ \ \ - - - -� \ 6' \ / �% / , _�� \ o vv •�� -f o. O CC SANITARY SEWER MANHOLE (SSMH)
<br />\ s� \ \ \ o IE 12 CPP(N=545.99 /
<br />\\ \ \ \ \ / \ \ o. STA:11 +52.25, 9.72 R IE 12" CPP(E=545.99 \may / / 5/ �� NCO SANITARY SEWER CLEAN OUT (CO)
<br />loo,\�' / \ \ / % / \ \ INSTALL. 5
<br />'PI-ol� \1,-8" S0 / � POWER POLE
<br />g5��' `+ / �� `8 , s / \, h LOT 9 \ 22 BEND (FL) Ex.
<br />P
<br />` / / �, \ CB RIM=548.54 F.H.
<br />\ 1\ ss \ / 1 FG=548 W/THRUST BLOCKING(AB) / 00552300400603
<br />i �sG� / / \ lE 12" CPP(W)=545.44 / /C GUY POLE
<br />i / l cp. \ IE 12" CPP(S)=545.54 , `�
<br />PROPOSED I s; \ d, \�/\ \ \ ,,. /
<br />/ / \ ❑ WM WATER METER
<br />WALL �`- . o moo, \ ? / / / o - G'
<br />FOUND REBAR W/C4P / >< WATER VALVE
<br />STA:13+ 16.42 9.11 R 0ko 0 � _ STAMPED "28067 W0
<br />INSTALL: 05 \ 1 �0 �0,� ��,^� `'o\ \ \,� /� / / ���' y METRON" OFFSET 4.0'(NW) / ss. FMB MAILBOX
<br />iv A O P , \ o \ \ l / '�� / \ s. NON PROPERTY LINE /
<br />1 5 1/4 FH ASSY. `L \ LOT .3 �� �� / s << \ �/ oo I 00552300400604 UTILITY POLE ANCHOR
<br />1--4" STORZ FTG. \\\ FG=547.50 / eP5��' \"� / // / / \ ��< \ \ / / ,�\ S
<br />N / \ \ / LOT 1 o '0- / i SS RIM=5 .87 � FIRE HYDRANT (2 NOZZLE)
<br />1 N45LF 6 DI SPOOL j_ / 1 / / \ 0 o s \ / "
<br />i -
<br />1 N8" DI ADAPTOR FLxRJ \ \ �1 / / \ FG=548 < �l /IE 12" PVC(E)-536.92 \ TYPE I NGPA SIGN
<br />( ) \ - / g o / / / \o / �/i / c�0 IE 12 PVC(W)=536.82
<br />W/THRUST BLOCKING \ \ / L Q�� , o \� / \ / o ��� PROPOSED WATER
<br />\ \ / / \ \ moo. %� / /� , PROPOSED SANITARY SEWER
<br />SNO. CO.
<br />SHORT PLAT ' o �' '- 1 / \ / Ff / CB RIM=547.32 - DRAINAGE
<br />s_
<br />�R \� ( \
<br />A.F.#9801085002 \ ��, - - �� a'- �� \ 1 _ _ IE 12" DI(W)=544.42
<br />\• �� 4 / o` �� �� IE 12" DI(E)=544.52 PROPERTY LINE
<br />^ EXISTING FENCE LINE
<br />PROPOSED 3/4" �o / '' I y i
<br />WATER METER (TYP.) o_ -\ / / I w /r \ v �19 G�P�� s / `\ /� EDGE OF PAVEMENT
<br />(PER COE STD DWG 501) / I w\\ \ 9 �. ( / / \ \
<br />AB ''
<br />( ) \ ` / / / vI I ^ I \ ✓ /��ti� \. 50 �ko CB RIM=545.97 \ XXX EXISTING CONTOURS
<br />\ o- `� tit!" \V IE 12 CPP N=542.97 PROPOSED CONTOURS
<br />IE 12 DI(S) 543.07
<br />i \ PRE-EXISTING DRAINAGE PATTERN
<br />.000lEND WALL 1.0' E `\ 34� \ / I I \ + \ / , /CB RIM=545.99 `\
<br />OF PROPERTY LINE \ / / _1><
<br />O ya ` IE 12DI(N)=543.29
<br />� �' / IE 12" DI(E)=543.39
<br />B RIM 546.53
<br />V(' "'4LI " ""^� `\ \ \ \� � I �,r� �' IE 1,2" CPP W=542.33 00552300400702
<br />\ Go I () •
<br />STA:10+74.55, 8.65R ` LOT 2 j IE 12`� CPP(E)=542.43 WATER CONSTRUCTION NOTES.
<br />\ - ,�� , E) .WM r 12" S=542.33
<br />INSTALL: - _ � '� R,� 1 �( )
<br />�, \ �� �5 6 R) - _ EX.W (TBR) \ 1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN
<br />1 8 22 BEND (FL) 3,8 / \ �\ \\ / / �w o p a , �� , 1/ / \ \ APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING,
<br />W/THRUST BLOCKING(AB) �\ \ / / \ o_ �, k 0 / DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br />FOUND REBAR Wj unr STAMPED
<br />LOT 2 728067 METRON" AT CORNER 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC
<br />_30° - 00552300400800 WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT
<br />CB RIM-543.49 SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE
<br />\ / 1 IE 12" CPP W =538.59
<br />/ / �'�'' / " ()- PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT
<br />/ \ / IE 12 CPP E=538.89
<br />() WHICH THE CONNECTION SHALL BE MADE.
<br />/ �O D REBAR /C \ IE 12" CPP S)=538.69
<br />STA:10+49.72 10.08'R AB : �' \\ o / -� \ I _ TA ED 06 / / ( -
<br />' ( ) �7' 1 \\ AT 6AER� - - - CB RIM\ 542.93 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br />INSTALL: !I, \ / IE 12" CP12(N)=540.63
<br />1 N5 1/4" FH ASSY. UFG=543 / , `� / /EX. SSMH RIM=541.21\ 4. A PRE -CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START
<br />" \� / / a E 12 PVC W=529.41 ` OF CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DEVISION
<br />1 4 STORZ FTG. �, \ \ " \ MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br />1-27LF 6' DI SPOOL �\ \\ // ,, p,9 '�� / 1\- IE 12 PVC(E)=529.51 \
<br />1 NDI ADAPTOR (FLxRJ) 5 - �\ \ / / �� �p EX. RAMP IE 8 PVC(S)=530.00 5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE PUBLIC
<br />CAN
<br />W 7-HRUST BLOCKING(AB) DEDICATION / ��k\ s / DURING CONSTRUCTION ON AE 24
<br />HOURO BASIS. BE CONTACTED REGARDING PROBLEMS
<br />/ ' 792 SF #001` s s RIM=541.02 PAVEMENT RESTORATION
<br />FOUND REBAR W/CAP �� s IE RCP (W)_537.92 (PER COE STD DWG 326) 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION
<br />N ,�► ;r ' / IE 12 CP(S)=538.02 BETWEEN POTABLE AND NON -POTABLE CONVEYANCE SYSTEMS.
<br />STAMPED "10424" 2.6'
<br />()�Y� • • I CB RIM=540.5
<br />& 0.9 (E) OF CORNER - IE 12" RCP NW 42 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT
<br />°� (TBR) - s IE 8" RCP(S(W)-)538.8 STA:32+42.20, 16.76 L PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL
<br />/ a \ \ o INSTALL: TIMES.
<br />/ � , ..� 11-IM=540.27 1 N8 DI TEE (FL)
<br />EX. RAMP \ \ IE 8" RCP(NF)=538.7' 1 N8" GATE VALVE (FLXMJ)
<br />/� �� ��� - / Ex.FH 00552300400900 WIFHRUST BLOCKING(AB)
<br />` (TO BE RELOCATED TO
<br />"o," lk� / S �_ BACK OF SIDEWALK)
<br />1 CB RIM=53o.,vy
<br />IE 12 CPP(N)=ojo.vq.
<br />CB RIM=539.53
<br />-ooe/ / _
<br />c�5 / / IE 12 CPP(W) 534.73
<br />CB RIM=534.86
<br />IE 12" CPP(E)=534.83
<br />1E 12- ® ( E)=531.16 CB RIM=538.01
<br />\ �� \ ' � � / / `� IE 12" CPP(S)=534.73
<br />IE 12" RCP
<br />IE 12" RCP(SW)=531.16 OR Rp
<br />IE 12 RCP NE=535.61 00552300401000
<br />G I� / c,5 / /SSMH RIM=537.67 `\ IE 12" RCP(SW)=535.61
<br />Know what's below. / IE 8PVC NE=526.52
<br />you \\
<br />Call before dig. . CB RIM=534.39 k�o / IE 8" " PVC(SE)=526.52 \ REV. NO. DESCRIPTION
<br />y g IE 12" CPP(NW)=531. : �� \ / / IE 8 PVC(SW)=426.42 \
<br />UTILITY CONFLICT NOTE. `\ R .
<br />00552300401101 \\ �. of wAs�kq
<br />CAUTION. CB RIM=535.13
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, / \ IE 12" RCP(NE)=532.43
<br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE \OIE 12" RCP(SE)=532.43 \ e
<br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL \ IE 12" RCP(SW)=532.43
<br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE
<br />CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING 3649
<br />\ �G
<br />IS TV,
<br />WHETHER ORUTILITIES AT NOTIONS OF CONFLICTS NEW UTILITY
<br />LLOCA LOCATIONSCROSSINGS
<br />OF SAIDUTILITIESES AS VERIFY
<br />HHOWN \ �SSI�NAL
<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 0510112024
<br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br />FUT111AT&W=07:ri111
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<br />5i to
<br />S a,
<br />jo
<br />W E
<br />VICINITY MAP
<br />S 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 />INSIGHT ENGINEERING COMPANY PACIFIC COAST SURVEYS, 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 />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 AS LO23024SHORT 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.
<br />APPROVED BY:
<br />MUKILTEO WATER AND WASTEWATER DISTRICT DATE S
<br />MUKILTEO WATER AND WASTEWATER DISTRICT EXTENSION NO: 560
<br />GRAY & OSBORNE NO.
<br />PROJECT MUST BE COMPLETED AND OWNERSHIP TRANSFERRED TO THE MUKILTEO WATER
<br />AND WASTEWATER DISTRICT WITHIN 1 YEAR FROM THE DATE OF APPROVAL. IN THE EVENT
<br />THAT THE PROJECT DEVELOPER FAILS TO DO SO, THE PROJECT WILL BE SUBJECT TO
<br />REAPPLICATION, ADDITIONAL PLAN REVIEW AND REVISION, DUE TO ANY CHANGES IN
<br />DISTRICT STANDARDS OR REQUIREMENTS OCCURRING PRIOR TO COMPLETION AND
<br />TRANSFER OF OWNERSHIP. WATER/SEWER SERVICE IS AVAILABLE ONLY AFTER PAYMENT
<br />OF ALL CURRENT FEES, RECORDING OF EASEMENTS AND TRANSFER OF OWNERSHIP TO
<br />THE DISTRICT.
<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 />WATER PLAN
<br />C6.0
<br />
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