|
SW 1/4, NE 1/4, SEC. 23, T.28 N, R.4 E, W.M.
<br />CITY OFEVERETT, WASHINGTON
<br />/
<br />s
<br />FENCE 0.1 '(E) \ \
<br />AT CORNER \
<br />4 r Y \
<br />°cir \� LOT 1
<br />FOUND REBAR NO CAP \ `��` _ \ \
<br />-0 REMAIN) LOT (.. ':. I o o
<br />1.1 (S) & 0.6 (W) OF I / • j' \ r- \ o 0
<br />1 \ ✓ g, \ FOUND REBAR W/CAP STAMPED \ \
<br />CORNER. FENCE 0.21(N) � / / J�� ��� �'49�:!.. • \ `\ y�
<br />AT CORNER J , ��t ::. .0 �1 LO 28067 METRON AT CORNER. \ \
<br />END FENCE 0.2 (S) ) ( �0 y�P\ k,� HOUSE �1� R�IV.E o m�3Y FENCE INT. 1.6 (N) & 1.0 (E) \
<br />5�,�` (r0 OF CORNER
<br />OF PROPERTY LINE \ \
<br />\ �p \ (TO REMAIN) EMAIN
<br />FOUND REBAR W/CAP STAMPED j/ �1 6'
<br />\ / �'•S. �, 0� ...•'aQ as � 1
<br />"28067 METRON" AT CORNER. �, 6, •
<br />FENCE INT. 0.1 (N) & O (E)`1'y / SpoO \ (r0 REMAIN) CO ��JV REMAIN),,,
<br />OF CORNER9 < o \
<br />\ / LOT
<br />r re
<br />L0-ITS �' \ /, - _ / LOT 7 \ SNo. Co.
<br />G=548.50 4- SHORT PLATv.
<br />i \
<br />ram,, FG=548 \ `'�; / ,/� \ `�o. SP 255(8-84) / \
<br />�, \ `�. A.F. #850540152 / \
<br />,4 ox,p6��//
<br />IN 'oe
<br />SSMH#3'(AB)
<br />!AB) / / 1 / \ FOUND REBAR WCAP /
<br />'�'oa, L=22'(AB) h �� \ �ll�l \ / / /// / \ \ \ STAMPED 28067/
<br />LOT 4 _ \ \ D=6 Ae l� / \ "
<br />/ FG 548INN \ \\ i ( 4 q ,
<br />L01 s END WOOD FENCE 1.9 (E)
<br />A-k1 \ . OF PROPERTY LINE
<br />5 ± , / l 1 \ \ �END WOOD FENCE
<br />/ I 50 R3 \ �� / 2.1 (E) OF PROPERTY
<br />\
<br />SgL h ~� II <� ��, \ j \ �, / i\ LINE FOUND REBAR W/CAP
<br />8 \ 1 / /-• / STAMPED "28067
<br />546.75 \ - �'� '' \ METRON„
<br />TOP. - - - 1 Pal \
<br />LOT 4 BOT• 540 00 s\ � � l \ \ \ / \ \ LOT 3
<br />SCALE: 1 " = 30'
<br />LOT 5
<br />30 15 0 30 60
<br />LEGEND O SANITARY SEWER MANHOLE (SSMH)
<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.
<br />DOWN 0.6'. VISITED 7-16-21 a
<br />6
<br />�Oa
<br />•
<br />(C)
<br />(P)
<br />(M)
<br />TBR
<br />R. 0. W.
<br />/ P. 0. B.
<br />/ CLE
<br />WDE
<br />W. S.
<br />EOP
<br />BOW
<br />O CB
<br />0SD
<br />END rr. ,�� �, ��° pl 4 l =moo \ \ / / \ \ �o �, ...=5�...,, /O
<br />OF PROPERTY LINE \ \ >. / \ o _ o-
<br />6 's- � \ IE 12 CPP(N 545 99 /
<br />N
<br />W � g
<br />S
<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 />\ \ / 1. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER SHALL ARRANGE A PRE -CONSTRUCTION CONFERENCE WITH THE ELEV. = 550.52'
<br />�� \ I \ \ \ / / / \ \ °�' IE 12" CPP(Ej=545.99 �y 5/ ��
<br />�Q• ���0 / \ \ l�l / / �j \ C3 MUKILTEO WATER AND WASTEWATER DISTRICT. THE DEVELOPER, CONTRACTOR AND PROPOSED ON -SITE SUPERVISOR SHALL PER GPS OBSERVATIONS
<br />� � � • � i� / � \ 'P� s SO�lcgl i \ \ �O j ATTEND. DATUM:
<br />\ !�� `8p, s d lox e1bl�� h ` LOT 9 \ \ CB RIM=548.54 EX. / NAVD 88
<br />`�s ; �' 4 Vg 6l� �l FG=548 " - F.H. / 0055230( 2• ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST REVISION, INCLUDING ADDENDA AND UPDATES, OF N.A.V.D 88-3.64'=NGVD '29 (MSL)
<br />�J, •� / \ 6'' tigll�l 1 \ IE 12 CPP(W =545.44 THE MUKILTEO WATER AND WASTEWATER DISTRICT DEVELOPER STANDARDS. CONTRACTOR TO HAVE MUKILTEO WATER AND
<br />/ l 4 �,, lox ell \ Op IE 12" CPP(Sj=545.54 / "`«< WASTEWATER DISTRICT STANDARDS ON JOB SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. ENGINEER/CONTACT SURVEYOR
<br />PROPOSEa I _ J \ s; g61 Pal \ v� ybl� \ ,,. / ��o \ `'`'1��� / 55 INSIGHT ENGINEERING COMPANY PACIRC COAST SURW-M INC.
<br />WALL / s_ , Ox l��l moo, Q �� / / _ ,�OQ 5 3. A DISTRICT APPROVED SIGNED COPY OF THE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. P.O. BOX 1478
<br />I �° G / / "90 '�'• _ ND REBAR W �4P P.O. BOX 13619
<br />0 L / EVERETT, WA 98206 MILLCREEK WA 98082
<br />I I \ �'� �6l 0��\ 0 �� \' vow / / 4. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS AND SPECIFICATIONS OF THE
<br />j � o_ STAMPED 28067 CONTACT: BRIAN R. KALAB
<br />^\ \ \ / �c-o ME SET 4.0'(NW) / s DISTRICT, THE PROJECT SPECIFICATIONS, AND THE MOST RECENT EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. 425 303-9363 CONTACT: DARKEN J. RIDDLE, PLS
<br />I I 105 \ P\ \ oo \ \ l / '��� / / \ ��� �`. 51 p LINE / O I s. j ( ) PH: (425) 508-4951
<br />I I \ \ - ��, �,�. �� �� ♦, \ \ / // sF�<� �oQ'• `' Sod / �/ xo� I 00552300400604 5. WORK SHALL NOT COMMENCE UNTIL APPROVAL IS RECEIVED FROM THE STATE DEPARTMENT OF ECOLOGY, UNLESS THE OWNER FAX: (425) 357-3577
<br />ti \ LOT .3 �� - \
<br />FG=547.50Fti� �p� / i / REVIEW AND APPROVAL IS WAIVED BY ECOLOGY.
<br />1 \ \ / / \LOT 1 �o oJ, SS H "RIM=S .87 BROOKSIDE ESTATES NW LLC
<br />\ \ \ �i'S� �1 ��� �� a r \ \ / / \ FG=548 o< 1 // /IE 12" PVC(E)=536.92 \ 6. FRONT PROPERTY CORNERS SHALL BE SET BY ALAND SURVEYOR LICENSED IN THE STATE OF WASHINGTON PRIOR TO THE 10511 19TH AVE SE, STE. C
<br />LOT 3 \ \ \ CC 00 / 1� `\ �� ��� \ / / / \ '/ /� / c�0 IE 12 PVC(W)=536.82 \ START OF CONSTRUCTION. EVERETT, WA 98208
<br />\ \ � j �! 1, \ \ o / o /j / PH: 425 379-2844
<br />%\ \ \ .� �,, �99 �\ _ / / �i /�5 7. NOTIFY THE DISTRICT 72 HOURS (3 WORKING DAYS) PRIOR TO BEGINNING CONSTRUCTION AND FOR ANY RESTARTS OF WORK.
<br />\ \ \ e / 11 di c \ \ / \ \ o. %� / 1 , LEGAL DESCRIPTION
<br />SNO. CO. ; l o. \ 1 G
<br />SHORT PLAT \ o 00 / CB RIM=547.32 8. FOR AID IN UTILITY LOCATION, CALL 1-800-424-555, A MINIMUM OF 48 HOURS (2 WORKING DAYS) PRIOR TO BEGINNING
<br />\ �� 00� " OF CONSTRUCTION. EXISTING UTILITIES, WHETHER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSTRUCTION, SO AS TO THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF SNOHOMISH,
<br />A.F.#9801085002 �, g/ v �� \ - _ _ IE 12 DI(W=544.42 CITY OF EVERETT, STATE OF WASHINGTON, AND IS DESCRIBED AS
<br />� � ` \ � r., � / " AVOID DAMAGE OR DISTURBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED
<br />SSIVIA#2 IE 12 DI(E)=544.52 THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. FOLLOWS:
<br />/ . J' / \ 9. PIPE LENGTHS, MANHOLE DEPTHS, ETC., AS SHOWN ARE APPROXIMATE. DEVELOPER IS RESPONSIBLE FOR SUPPLYING PROPER LOT 8 AND THE NORTHEASTERLY ONE-HALF OF LOT 9, BLOCK 3,
<br />QUANTITIES OF MATERIALS. PLAT OF RANCHO INTERCITY, ACCORDING TO THE PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 46, RECORDS OF SNOHOMISH COUNTY,
<br />g O 0 l / \ WASHINGTON;
<br />\ / / v j ���\. 5 �x CB RIM=545.97 \ 10. PROVIDE THE DISTRICTS INSPECTOR WITH A COPY OF ALL CUT SHEETS PRIOR TO CONSTRUCTION. EXCEPT THE NORTHWESTERLY 200.00 FEET THEREOF AS MEASURED
<br />loo,N=542.97 RADIALLY TO THE NORTHWESTERLY LINE OF SAID LOTS 8 AND 9.
<br />ooe " \ 11. PERMANENT ACCESS FOR DISTRICT SERVICE VEHICLES SHALL BE PROVIDED AT ALL MANHOLES. MANHOLES SHALL BE
<br />loo,sr \ �� ,/ I , \ \ / IE 12 DI(S)=543.07 \ CONSTRUCTED AS PER DISTRICT STANDARD DETAILS, INCLUDING CONSTRUCTION OF CHANNELS. WHERE INDICATED, PROVIDE (ALSO KNOWN AS LOT 1, SHORT PLAT 148 (7-82), RECORDED UNDER
<br />loo, �' - \ / 1 o \ KNOCK -OUTS AND CHANNELIZATION FOR SIDE SEWER OR FUTURE MAINLINE EXTENSIONS AND FOR PVC PIPE PROVIDE A RECORDED NO. 8212230241)
<br />i.oe END WALL 1.0' E / + X. SE CB RIM=545.99 \
<br />0 . / I \ \ I nre n _n5_23 IE 12 DI(N)=543.29 WATERTIGHT FLEXIBLE RUBBER BOOT OR HEAVY DUTY SAND COLLAR. PROVIDE WATER TIGHT LOCKING LIDS FOR MANHOLE ) ( THE SOUTHEASTERLY 100.00 FEET OF THE NORTHWESTERLY 200.00
<br />5 4
<br />OF PROPERTY I 3 0 / r \\ _ O
<br />-�Op.• �G� 5 � (7 DEEP, Ti7 BE / IE 12" COVERS. DI(E)=543.39 FEET, AS MEASURED RADIALLY TO THE NORTHWESTERLY LINE THEREOF,
<br />j / 5 USED LOT 10) OF THE FOLLOWING DESCRIBED TRACT.
<br />LO 5 BRIM=546.53 12. CONNECTION TO EXISTING MAIN SHALL BE DONE SO AS TO PREVENTANY FOREIGN MATERIALS FROM ENTERING EXISTING
<br />END �. 1.0'(�' S�0 \ \ 0+26) `" / �' ¢ IE 1,2" CPP W=542.33 00552300400702 SEWERS. EXISTING PIPE IN SADDLE MANHOLE INSTALLATIONS SHALL NOT BE CUT OR REMOVED UNTIL INSTRUCTED TO DO SO LOT 10, BLOCK 3, PLAT OF RANCHO INTERCITY, ACCORDING TO THE
<br />OF PROPERTY �O�O \ \\ ��� o \ \ IE 12 CPP E)=542.43 BY THE DISTRICT. PLAT THEREOF RECORDED IN VOLUME 12 OF PLATS, PAGE 46,
<br />Q•• g \ LOT 2 j ��� , E) WM 12 (E=542.33 RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
<br />\\ F 545 4 _ '�' R.�r 6 I 13. CONNECTION TO EXISTING MANHOLES SHALL BE MADE BY UTILIZATION OF A CONCRETE CORE -DRILLING MACHINE OF
<br />\ SEX. W ) R \ ADEQUATE DIAMETER TO GROUT IN PLACE AN ADAPTER IF PVC SEWER LINES ARE INSTALLED. ALIGN CORE -DRILLING MACHINE TOGETHER WITH THE SOUTHWESTERLY HALF OF LOT 9 BLOCK 3 PLAT
<br />3.8' \ \ \ �� p i • �� / `' -� - /\ TO PROVIDE MINIMUM OF 0.10-FOOT DROP ACROSS THE MANHOLE. OF RANCHO INTERCITY, ACCORDING TO THE PLAT THEREOF RECORDED
<br />IN VOLUME 12 OF PLATS, PAGE 46, RECORDS OF SNOHOMISH
<br />COUNTY, WASHINGTON,
<br />SS I AB) a� ,. oe FOUND REBAR Yv/ unr STAMPED 14. PVC PIPE SHALL BE SDR-35 ASTM D3034 FURNISHED IN 13-FOOT MAXIMUM LENGTHS AND SHALL BE FULLY ENCASED IN
<br />LOT 2 �oR, h� 1� \� // \ 3 �, ,� .30 I 28067 METRON AT CORNER PEA GRAVEL (OR CRUSHED ROCK, BASE COURSE, IF INSTALLED WITHIN THE CITY LIMITS OF EVERETT) EXTENDING FROM 4 SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />�g1j / \ �� / _ _ CB RIM=543.49 00552300400800 INCHES BELOW TO 12 INCHES ABOVE PIPE BARREL.
<br />/ / / , \ , 1 1 IE 12" CPP W =538.59 APPROVED BY:
<br />\\ / / �� \ // IE 12" CPP E)=538.89 15. DI SANITARY SEWER PIPE SHALL CONFORM TO AWWA C151 AND SHALL BE POLYETHYLENE OR EPDXY LINED, RESTRAINED MUKILTEO WATER AND WASTEWATER DISTRICT DATE
<br />3 �, \ \ � '�� �0 \ D REBAR /C \ IE 12" CPP(S=538.69 JOINT. THE DI PIPE SHALL BE CLASS 52, UNLESS OTHERWISE APPROVED. S
<br />\ �� \ () MUKILTEO WATER AND WASTEWATER DISTRICT EXTENSION NO: 56�
<br />/ \ o _ STA ED 06 ` , CB RIM\ 542.93
<br />\ LOT 1 \ II �I O \ AT r ERL _ _ ,16. SEWERS TO BE LOCATED BELOW POTABLE WATER LINES, WITH 18-INCHES VERTICAL SEPARATION AND WITH A MINIMUM OF
<br />\ FG=543 �"IE 12 Ck(N)=540.63 10-FOOT HORIZONTAL SEPARATION FROM PARALLEL WATER LINES. CROSSING ANGLES SHALL BE 45 DEG. OR GREATER. GRAY & OSBORNE NO.
<br />it' / /EX. SSMH RIM=541.21� UNUSUAL OR SPECIAL CONDITIONS ARE ADDRESSED IN ACCORDANCE WITH THE DEPARTMENT ECOLOGY AND DEPARTMENT OF
<br />2 PROJECT MUST BE COMPLETED AND OWNERSHIP TRANSFERRED TO THE MUKILTEO WATER
<br />IE 12 HEALTH CRITERIA
<br />PVC W=529.41 O . AND WASTEWATER DISTRICT WITHIN 1 YEAR FROM THE DATE OF APPROVAL. IN THE EVENT
<br />' 1 / IE 12" PVC E=529.51 THAT THE PROJECT DEVELOPER FAILS TO DO SO, THE PROJECT WILL BE SUBJECT TO
<br />LOT 11W.
<br />O \\ \\ () REAPPLICATION, ADDITIONAL PLAN REVIEW AND REVISION, DUE TO ANY CHANGES IN
<br />Q. � � _ \ \ / � " 17. SIDE SEWER SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER AND SHALL HAVE A MINIMUM SLOPE OF 2q. SIDE SEWER
<br />'tOQ, , \ / 0 EX. RAMP IE 8 PVC(S)=530.00 SHALL INCLUDE TWO 6-INCH TEES AT THE PROPERTY LINE; ONE WITHIN THE PUBLIC RIGHT-OF-WAY AND ONE WITHIN THE DISTRICT STANDARDS OR REQUIREMENTS OCCURRING PRIOR TO COMPLETION AND
<br />"O 5 \\ / 1/ F o / PRIVATE PROPERTY. SEE DETAIL. OTRANSFER
<br />ALS CURRENT FEES, RECORDING OF EASEMENITS AND CE IS VTRANSFER OF OWNERSHIP TOAILABLE ONLY AFTER
<br />DEDICATION \ 00 �/ OCATED \ + s
<br />p S CB RIM=541.02 PAVEMENT RESTORATION THE DISTRICT.
<br />Know what's below.
<br />Call before you dig.
<br />UTILITY CONFLICT NOTE.•
<br />EXISTING MONUMENT (AS SHOWN)
<br />SECTION 1/4 CORNER NOT FOUND
<br />SECTION CORNER NOT FOUND
<br />FOUND REBAR/CAP OR I.P. (IRON PIPE)
<br />CALCULATED
<br />PLAT
<br />MEASURED
<br />TO BE REMOVED
<br />RIGHT-OF-WAY
<br />POINT OF BEGINNING
<br />CENTERLINE
<br />CHAIN LINK FENCE
<br />WOOD FENCE
<br />WATER SURFACE
<br />EDGE OF PAVEMENT
<br />BACK OF WALK
<br />STORM DRAIN CATCH BASIN (CB)
<br />STORM DRAIN MANHOLE (SDMH)
<br />SS
<br />0Co
<br />SANITARY SEWER CLEAN OUT (CO)
<br />�B
<br />POWER POLE
<br />�B
<br />GUY POLE
<br />❑ IWM
<br />WATER METER
<br />�
<br />WATER VALVE
<br />WV
<br />FMB
<br />MAILBOX
<br />UTILITY POLE ANCHOR
<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 />X
<br />EXISTING FENCE LINE
<br />EDGE OF PAVEMENT
<br />- - - -
<br />XXX
<br />EXISTING CONTOURS
<br />PROPOSED CONTOURS
<br />PRE-EXISTING DRAINAGE PATTERN
<br />WASTEWATER SYSTEM INSTALLATION NOTES:
<br />FOUND REBAR W/CAP h���1b, ln(5' DEEP, TO BE IE 12� RCP(W)_537.92 (PER COE STD DWG 326) NOTES: 18. ALL SEWER LINES SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH DISTRICT STANDARDS AND SPECIFICATIONS.
<br />STAMPED "10424" 2.6'(N)� �0 IE 12 RCP(S)-538.02
<br />�Oe'�' '" USED LOT 1) CB RIM=540.52 1 TYPICAL SIDE SEWER DELETE: 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR REPAIRING ASPHALT AND GRAVEL SURFACE DISTURBED
<br />& 0.9'(E) OF CORNER _ r I 5 ' ' \ IE 12" RCP .5=538.42 O EXCAVATE DOWN E EX. S E. TEE. AS A RESULT OF THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED BY THE PUBLIC WORKS DEPARTMENT OF THE CITY
<br />(MR) - xs IE 8" RCP(S(W)-)538.82 INSTALL 6" PLUG IN TEE AND/OR COUNTY.
<br />�N\_11, J%IM=540.27 20. COMPACTION: ALL TRENCH BACKFILL AND ROADWAY EMBANKMENT SHALL BE COMPACTED TO 95q OF MODIFIED PROCTOR DRY
<br />EX. RAMP \ 20 CONNECT NEW 8 PVC TO EXISTING MANHOLE USING KORE-N-SEAL BOOT MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D 1557, EXCEPT THE TOP 6 INCHES IN PAVED AREAS WHICH SHALL BE 100q.
<br />\ IE 8 RCP(NF)=538.7'
<br />z� li" 1-1�o� �� _ p(FH 30 INSTALL NEW SANITARY SEWER MANHOLE PER MWWD STANDARD DETAIL 21. MANHOLE COVERS LOCATED IN ASPHALT AREAS SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO PAVING.
<br />` / / (TO BE RELOCATED TO 00552300400900 S-D2, S-D4, AND S-D5
<br />' / 22. NO UTILITY FACILITIES WILL BE ACCEPTED BY THE DISTRICT IF PROPER INSPECTIONSHAVE NOT BEEN COMPLETED.
<br />` o p
<br />S �_
<br />� �1 BACK OF SIDEWALK) 40 INSTALL STANDARD SIDE SEWER STUB PER MWWD STANDARD DETAIL S-DS O N O � � M 4
<br />/1 / CB RIM=538.yy 23. SEWER SERVICE IS AVAILABLE ONLY AFTER TRANSFER OF OWNERSHIP TO THE DISTRICT AND AFTER PAYMENT OF ALL P.O. BOX - 1478
<br />IE 129p CPP(N)=O,,v.v-r 5 CONTRACTOR TO INSPECT EXISTING SIDE SEWER STUBS AND PROVIDE CURRENT APPLICABLE FEES.
<br />_ O EVERETT, WA 98206
<br />�, / s CB RIM=539.53 VIDEO INSPECTION TO MWWD. INSTALL 6 PVC TO PROPERTY AND/OR
<br />�� S - / IE 12 CPP(W) 534.73 EDGE OF MWWD EASEMENT PER MWWD STANDARD S-D8 (425) 303-9363 (425) 303-9362 FAX
<br />CB RIM=534.86 `� ^ / IE 12" CPP(E)=534.83 NOTE @
<br />IE 12N RCP(NE)=531.16 ,� / \ EX. SIDE SEWERS WILL BE REMOVED. INFO INSIGHTENGINEERING.NET
<br />�` IE 12" CPP(S)=534.73
<br />IE 12 RCP(SE)=531.16 RO \ / CB RIM=538.01
<br />IE 12" RCP(SW)=531.16 OR \ IE 12 RCP NE=535.61 00552300401000
<br />i
<br />GIB j c,5 / /SSMH RIM=537.67 \\ IE 12" RCP(SW)=535.61
<br />IE 8 PVC NE=526.52 \\
<br />00 IE 8" PVC(SE)=526.52 \
<br />CB RIM=534.39 �Ok\ / IE 8" PVC(SW)=426.42 \
<br />IE 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 />/ 00552300401101 \\
<br />CB RIM=535.13 \
<br />\
<br />/ \ IE 12" RCP(NE)=532.43 \
<br />"o, IE 12" RCP(SE)=532.43 \
<br />\� IE 12" RCP(SW)=532.43 \
<br />BROOKSID�'�STAT�S�
<br />SITE ADDRESS: 10524, 10528, 10600 & 10604 HOLLY DR.
<br />EVERETT, WA 98204
<br />TAX ACCOUNT NO.'S. 00552300300800, 00552300300801,
<br />REV. NO. DESCRIPTION INITIALS DATE 00552300300902, 00552300301000
<br />0510112024
<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 />SEWER PLAN
<br />C5.0
<br />
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