|
/
<br />FENCE 0.1'(E)
<br />AT CORNER
<br />\\`
<br />) r
<br />s / - G°°•�F� N� LOT
<br />>/
<br />FOUND REBAR, NO CAP p REMAIN'D
<br />1.1 '(S) & 0.6'(W) OF �/ - (r ) LOT �i (.�'. \ r \
<br />0,
<br />CORNER. FENCE 0.21(N)
<br />AT CORNER J F�\/rt77
<br />HOUSE P
<br />END FENCE 0.2 (S)
<br />OF PROPERTY LINE \ zN \ S�� (TO R
<br />\ 0 REMAIN) , REMAIN) /.
<br />FOUND REBAR W/CAP STAMPED
<br />28067 METRON AT CORNER. \ \ e5/ ��l 70
<br />FENCE INT. 0.1 '(N) & 0.1 '(E)`�� i��/ \ ' ' ' 4 (TO REMAIN) `� �l �Cl/ REMAIN), ��
<br />OF CORNER
<br />re
<br />-548.
<br />FG=548
<br />SW 1/4, NE 1/4, SEC. 23, T.28 N,
<br />CITY OFEVERETT, WASH
<br />/
<br />/
<br />` FOUND REBAR W/CAP STAMPED \ \
<br />28067 METRON AT CORNER. \
<br />FENCE INT. 1.6'(N) & 1.0'(E)
<br />OF CORNP'Q
<br />STA:13+23.77, 9.26R
<br />INSTALL:
<br />1 N2" B.O. ASSEMBLY
<br />1 N8" GATE VALVE
<br />'® W/THRUST BLOCKING(AB) \ \
<br />� �` �, LOT 2 \ \
<br />7 \ \\ SNO. CO. \
<br />50 4- SHORT PLAT % \
<br />IN,
<br />/ /
<br />60
<br />4 5LF " DI \ \ \ / / \ oo,
<br />/ / / \ o, FOUND REBAR W/CAS /
<br />- � / ��oa' \ \� h �- \ \ / / // / \ STAMPED 28067/
<br />LOT 4 \ l / o \ / / \ \ METRON"
<br />i FG-548 \ \\ l / (�, \ \ /
<br />er.�� LOT S \ - END WOOD FENCE 1.9'(E)
<br />\ \ . OF PROPERTY LINE
<br />\PROPOSED FH �'� 0 B6NA .�� i FG=54� \ �
<br />I \ (PER COE ST 0, �� 1 \
<br />/ �' \ '� `-END WOOD FENCE
<br />/ DWG 507 R35 �j \ / 2.1 '(E) OF PROPERTY
<br />8SBL \ h <\ s\ LINE FOUND REBAR W/CAP
<br />STAMPED "28067
<br />LOT 6
<br />BLOCK 3
<br />PLAT OF
<br />RANCHO INTERCITY
<br />VOL. 12, PG. 46
<br />RECORD DRAWING
<br />This Record Drawing has been prepared, in part,
<br />based on "As -Built" information provided by
<br />others. Though the as -built information and this
<br />drawing are based on the best available
<br />information., no presumption should be made
<br />regarding the drawing's accuracy.
<br />Jim Knappert 07/29/2024
<br />Permit Inspector
<br />FOUND CASED CONC. MON.
<br />W/2" BRASS DISK & PUNCH.
<br />DOWN 0 6' VISITED 7-16-21
<br />s
<br />Ff� 0,
<br />LOT 4 '� \//' - `A \ \ METRON
<br />s_ /�/ / \ LOT 3 0
<br />END WALL 0.2 (E) \ 35 \ -�6, \ \ / ,�0 / �� \ \ moo
<br />OF PROPERTY LINE \ \ - _ - -� s. \ \ / / , _ \ o R I = /
<br />STA: 11+52.25, 9.72R E 12 CPP(N545.99IE 12" CPP(E=545.99 \ �y / -C-) �
<br />/ / / % / \ \ INSTALL.
<br />� �, `� , �\ s \, - �\ LOT 9 \ 1 N8 22 BEND (FL) Ex. �
<br />` \ M4 CB RI=548.5F.H. '
<br />FG=548 W/THRUST BLOCKING(AB) " - / /
<br />i s C..;/ \ \ lE 12 CPP(W 545.44 /
<br />i / l cp. \ IE 12" CPP(S)=545.54
<br />\
<br />PROPOSED--I1 s: \ w \ �•/\ \ \ ,.� / / 5
<br />WALL - - � •s_ � o� moo, \ ? / / / / � � \ / 5 FOUND REBAR W/C4P /
<br />STA:13+ 16.42 9.11 'R o��' o ` \ / / �� _ STAMPED "28067 /
<br />'INSTALL: 05 \ 1 �0 p, �,^� `'o \ \ \ .� /� / / ���' y METRON" OFFSET 4.0'(NW) / ss.
<br />" 0 P \ o \ 'NON PROPERTY LINE
<br />1 5 1/4 FH ASSY. ti \ LOT .3 �� �� �, / s << \ �/ oo I 00552300400604
<br />1 ^-4" STORZ FTG. \\\ FG=547.50 / eP�� 5����' �� \"� \. / // / / \ `�< \ \ / / '`\ S
<br />" / �' L T 1 � o 'o- SS RIM=S .87
<br />1 N45LF 6 DI SPOOL o s \ / � "
<br />i -
<br />1 N8" DI ADAPTOR FLxRJ \ \ �1 �''� F � � � / / \ FG=548 � < �l � � � /IE 12" PVC(E)-536.92 \
<br />( ) - / 1 �� g CC,)
<br />/ / / ��i / ep IE 12 PVC(W)=536.82 \
<br />W/THRUST BLOCKING \ \ / 11 I.� L n�� , ` co
<br />��_
<br />`� � �� / ��- 11�q 9 � � � \ \ / / \ \ moo. / 1 �
<br />SNO. CO. v, ;
<br />SHORT PLAT ' o CB RIM=547.32
<br />\
<br />s_ • � /
<br />A.F.#9801085002 \ ��, - - �� a'- I \ 1 - - IE 12" DI(W =544.42
<br />N 4 / � o` �� �� F�rJ // - IE 12" DI(E)=544.52
<br />PROPOSED 3/4"
<br />%L `
<br />WATER METER (TYP.) o '\ ' / I w " ' \ ,\ \ \ ���19 G�'P\� / `so / \
<br />(PER COE STD DWG 501) ` _ / I �' I \ 9 \,
<br />(AB) / / \ \
<br />' ) '\ \ / ' / / v� I I \ ` ✓ �`L�` \. 50 �x0 CB RIM=545.97 \
<br />\ \ o- \ tit I �\ \V IE 12 CPP N=542.97
<br />sr \ ,/ I / IE 12 DI(S) 543.07
<br />i \
<br />/' END WALL 1.0' E `\ 34� \ / I I \ + o I z \ / , /CB RIM=545.99 \ \
<br />L� ` � / / I P II � � _ �� � , O ya ` IE 12DI(N)=543.29
<br />OF PROPERTY LINE �
<br />-- G� �' � � / IE 12" DI(E)=543.39
<br />B RIM 546.53
<br />/
<br />/
<br />/
<br />00552300400603
<br />Vr' ALI \ \ . \ \ o \ °'� 4 I IE W CPP(W)=542.33 00552300400702
<br />' \ LOT 2 WATER CONSTRUCTION NOTES.
<br />STA:10+74.55 8.65 R �� � j � IE 12`� CPP(E)=542.43
<br />SCALE: I " = 30'
<br />0 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 />(❑)
<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 />OS
<br />POWER POLE
<br />�S
<br />GUY POLE
<br />❑ WM
<br />WATER METER
<br />><
<br />WATER VALVE
<br />WV
<br />FMB
<br />MAILBOX
<br />UTILITY POLE ANCHOR
<br />O
<br />FIRE HYDRANT (2 NOZZLE)
<br />TYPE I NGPA SIGN
<br />PROPOSED WATER
<br />PROPOSED SANITARY SEWER
<br />-
<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 />'INSTALL: \ \ `� �' R/10, 6 E) •WM 1 r 12" �RP(S)=542.33
<br />�, " \ �� 5' R) - - EX. (MR) \ 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 o , ��, / / \ \ 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 \ \ / // / \ \ ��, , I 728067 METRON" AT CORNER 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC
<br />/ 00552300400800 ,� 5 // ,�i WORKS DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT
<br />/ �9 / / p _ _ 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 />/ / �' � Q: �'' / " ()- 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 />/ D REBAR /C \ IE 12" CPP S)=538.69
<br />STA:10+49. 72 10. OS'R AB ` : �' \\ o � / -� \ I _ sTA ED 06 ( -
<br />' ( ) OT 1 \\ " AT rER� - - - CB RII1�542.93 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS.
<br />INSTALL: !I, \ / IE 12" CiOR(N)=540.63
<br />1 N5 1/4" FH ASSY. UFG=543 / , `� / SEX. 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 ,, ,� IE 12 PVC(E)=529.51 \
<br />1 NDI ADAPTOR (FLxRJ) 5 - �\ \ / / �� Op 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 1000` 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 />()
<br />STAMPED "10424" 2.6' N �' ' / IE 12 CP(S)=538.02 BETWEEN POTABLE AND NON -POTABLE CONVEYANCE SYSTEMS.
<br />� 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 />' o (TBR) - xs 1E 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 />/ lo, , J;IM=540.27 1 N8 DI TEE (FL)
<br />�� ya I i EX. RAMP \ \ IE 8" RCP(NF)=538.7' 1 N8" GATE VALVE (FLxMJ)
<br />/� �� - / EX.FH 00552300400900 WITHRUST BLOCKING(AB)
<br />` (TO BE RELOCATED TO
<br />11ol" lk� / S • �_ BACK OF SIDEWALK)
<br />1 CB RIM=53o.,vy
<br />IE 12 CPP(N)=ojo.vq•
<br />CB RIM=539.53
<br />- / / _
<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 R� � � \
<br />IE 12 RCP NE=535.61 00552300401000
<br />C,5 / /SSMH RIM=537.67 `\ IE 12" RCP(SW)=535.61
<br />Know what's below. / IE 8PVC NE=526.52 \\
<br />Call before you dig. CB RIM=534.39 k�o / IE 8" PVC(SE)=526.52 \ REV. N0. DESCRIPTION
<br />y g IE 12" CPP(NW)=531. � �0 \ / / IE 8" PVC(SW)=426.42 \
<br />UTILITY CONFLICT NOTE. R.
<br />00552300401101 \\ W4 -4
<br />CAUTION. CB RIM=535.13 ���
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, / \ IE 12" RCP(NE)=532.43 `\ ��" Jw
<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 />WHETHER ORUTILITIES AT NOTIONS OF CONFLICTS NEW
<br />EXIST.UTILITY
<br />LOCA LOCATIONS
<br />NGS TO OF SAIDUTILITIESES AS ALLY 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=07:1ial
<br />lip
<br />go � r
<br />V
<br />Site
<br />��r � � ��°-s� w► Imo, :�: .
<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@0HRR1 0H@ (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 />
|