|
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 />r Y
<br />N� LOT 1 /
<br />FOUND REBAR, NO CAP 1 '� 0 RAN' } \` - \ o \ /
<br />1.1 '(s) & o. 6'(w) OF Y`r ) LOT �i r ' 'O� ° � C) o /
<br />1 g, C) � \ FOUND REBAR W/CAP STAMPED
<br />CORNER. FENCE 0.2'(N) � / �, �'� �'4cy�:;�:%. • `� ��,
<br />AT CORNER / \J� �1 \ LO "'\ 728067 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
<br />OF PROPERTY LINE \ OF CORNER
<br />\
<br />\ �° \ (To REMAIN) EbWN
<br />FOUND REBAR W/CAP STAMPED \ �° , �[/� ,, \ / g1 �b1/ / 1 6
<br />28067 METRON" AT CORNER. \ l S� �, S0`, .: a -�, Cs.•'� / / /
<br />FENCE INT. 0.1 (N) & 0.1 (E) `1 / %so 00 \ (TO REMAIN) �Cl/ REMAIN),,,
<br />OF CORNER�
<br />s \ LOT 2
<br />re
<br />ti l
<br />Lti� S \ /, - - / .JOT 7 \ SNo. Co.
<br />\�( \ G=548.50 4- SHORT PLAT
<br />ram,, FG=548 \�1 /` \ �� SP 255(8-84)
<br />rA.
<br />RECORD URAVVIr G
<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 />CV My �, �- A.F.#850540152 /
<br />LOT 6
<br />BLOCK 3
<br />PLAT OF
<br />RANCHO INTERCITY
<br />VOL. 12, PG. 46
<br />SCALE: 1 " = 30'
<br />LOT 5
<br />30 15 0 30 60
<br />LEGEND 0 SANITARY SEWER MANHOLE (SSMH)
<br />/
<br />3 R 405
<br />O �\ s`90 /
<br />/ /
<br />SSMH#3'(AB) �`, \ \ \ / / /� / / \ °°"
<br />\ 60+00)�AB) / `� \ 1\ / / / / / \ \ o. FOUND REBAR W/CAP
<br />'�'oa, L=22'(AB) h �� \ �ll�l \ / / //j / \ \ \ METRONSTAMPED 28067/
<br />LOT 4 _ \ \ D=s Ae 1x �� / \ "
<br />/ FG 548 \ \\ i ( 4 q ��, l ���61�1/ ,� \ \ /
<br />LOT(� \ -�1 END WOOD FENCE 1.9 (E)
<br />1�
<br />\ . OF PROPERTY LINE
<br />r!0 B&OVA ` FG=54� \
<br />/ / / - \ \_ : J I 5 �' v ± , / l 1 \ \ �END WOOD FENCE
<br />\ / 2.1 (E) OF PROPERTY BM
<br />30.0• ~y \�� \ ��; \ �/ LINE FOUND REBAR W/CAP FOUND CASED CONC. MON. Ff so-
<br />\ �, STAMPED 28067 W/2 BRASS DISK &PUNCH.
<br />LOT 4 TOP: 546.75 - _ _ Pal \ \ \ / / / \ \ METRON" LOT 3 DOWN 0.6'. VISITED 7-16-21 �o
<br />POT 540 00
<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��° pl 40.
<br />OF PROPERTY LINE _ o-
<br />6 CPP(N 545 99 /
<br />N
<br />W � g
<br />S
<br />uIt
<br />Site
<br />a
<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 />IE 12" CPP(Ej=545.99 �y 5/ ��
<br />�Q• ���0 / \ \ l�l / / �j \ MUKILTEO WATER AND WASTEWATER DISTRICT. THE DEVELOPER, CONTRACTOR AND PROPOSED ON -SITE SUPERVISOR SHALL PER GPS OBSERVATIONS
<br />S0�1�1 1 \ \ ATTEND. DATUM:
<br />s d /lox e1 m h ` LOT 9 \ \ CB RIM=548.54 DG / NAVD 88
<br />�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 />tig�ME 1 \ IE 12 CPP(W)=545.44 / / THE MUKILTEO WATER AND WASTEWATER DISTRICT DEVELOPER STANDARDS. CONTRACTOR TO HAVE MUKILTEO WATER AND
<br />/ l 4 s. l0 1 \ .. 00 IE 12" CPP(S)=545.54 / "`«< WASTEWATER DISTRICT STANDARDS ON JOB SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. ENGINEER/CONTACT SURVEYOR
<br />PROPOSEDI _ J \ s; 961 Pal \ �� �61� \ ,,. / // ��o \ `'`'1��0 / 55 INSIGHT ENGINEERING COMPANY PApFlC COAST SURVEI'8; INC.
<br />WALL / s_ , Ok lmoo, Q �` / / _ Q 5 / j 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 />/ / "90 �' _ ND REBAR W CAP 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 />STAMPED 28067 CONTACT: BRIAN R. KALAB
<br />ME SET 4.o'(NW) / s DISTRICT, THE PROJECT SPECIFICATIONS, AND THE MOST RECENT EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. 425 303-9363 CONTACT: DARREN J. RIDDLE, PLS
<br />\ \ oo \ \ l / '/ / \ ��� �`. 51 p LINE / O I ( ) 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-547.50 / QPp5�' \� \ �� r- \ \ / / / \ Fti� �p� / i / �0 \ S I REVIEW AND APPROVAL IS WAIVED BY ECOLOGY.
<br />LOT 1 �11
<br />o oJ, SS H "RIM=S .87 BROOKSIDE ESTATES NW LLC
<br />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 `\ / � / c�0 IE 12 PVC(W)=536.82 START OF CONSTRUCTION. EVERETT, WA 98208
<br />\ `� �� '� j % i 1, \ \ o / o /j PH: 425 379-2844
<br />\ .� �,, �99 �\Co-/ �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. %� LEGAL DESCRIPTION
<br />SNO. CO.
<br />SHORT PLAT \ o 00 �- �s `! / \ / Ff r / 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� - - �� n a, i \ i ` / " 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 �� \ - C_ - - IE 12 DI(W=544.42 CITY OF EVERETT, STATE OF WASHINGTON, AND IS DESCRIBED AS
<br />\ Q �/ ` \ ,,, r., � / " AVOID DAMAGE OR DISTURBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONSIBILITY AND COSTS CONNECTED
<br />, 3O SSIVIA#2 AB) \ 1 �F� / _ _ _ _ IE 12 DI(E)=544.52 THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. FOLLOWS:
<br />%. / / \ 1. �� 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
<br />�,,,,00r\
<br />I, / \ VOLUME 12 OF PLATS, PAGE 46, RECORDS OF SNOHOMISH COUNTY,
<br />/ \ g O 0 l / \ WASHINGTON;
<br />\ / / v j ���`�f \. 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 />I-olIE 12 CPP N=542.97 RADIALLY TO THE NORTHWESTERLY LINE OF SAID LOTS 8 AND 9.
<br />" \ 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 />lel ' \ / 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 />() o . / 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 />OF PROPERTY 1 3 0 / r \\ _ O " COVERS.
<br />I �� �G� 5 (7 DEEP, TO BE / IE 12 DI(E)=543.39 FEET, AS MEASURED RADIALLY TO THE NORTHWESTERLY LINE THEREOF,
<br />j / USED LOT 10) OF THE FOLLOWING DESCRIBED TRACT.
<br />`O�� 5 BRIM=54
<br />5 6.53 12. CONNECTION TO EXISTING MAIN SHALL BE DONE SO AS TO PREVENTANY FOREIGN MATERIALS FROM ENTERING EXISTING
<br />END �. 1.0'(�' S�0 \ \ o+2a� / �' ¢ 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 5�`�0�0 \ \\ ��� �''- 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 (S=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 />�5' R) -EX. 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 />��'So O \ \ / // SS 1 AB) 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 �oQ� 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 />� 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 />1� \ () MUKILTEO WATER AND WASTEWATER DISTRICT EXTENSION NO: 560
<br />/ \ o _ STA ED 06 ` , CB RIM'S 542.93
<br />\ WTI \ 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 QC �' "' / / IE 12 CiOR(N)=540.63 10-FOOT HORIZONTAL SEPARATION FROM PARALLEL WATER LINES. CROSSING ANGLES SHALL BE 45 DEG. OR GREATER. GRAY & OSBORNE NO.
<br />/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 />12 IE PVC W=529.41 O HEALTH CRITERIA. AND WASTEWATER DISTRICT WITHIN 1 YEAR FROM THE DATE OF APPROVAL. IN THE EVENT
<br />/ IE 12" PVC E=529.51 THAT THE PROJECT DEVELOPER FAILS TO DO SO, THE PROJECT WILL BE SUBJECT TO
<br />LOT 1 0 \\ \\ () REAPPLICATION, ADDITIONAL PLAN REVIEW AND REVISION, DUE TO ANY CHANGES IN
<br />Q. 0 _ \ \ / i \ " 17. SIDE SEWER SHALL BE A MINIMUM OF 6 INCHES IN DIAMETER AND SHALL HAVE A MINIMUM SLOPE OF 2q. SIDE SEWER
<br />'tOQ, \ / p 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 �ko / PRIVATE PROPERTY. SEE DETAIL. OTRANSFER
<br />ALL CURRENT FEES, RECORDING OF EASEMENTCE IS S AND VAILABLE ONLY AFTER TRANSF R OF OWNERSHIP OT
<br />DEDICATION \ 00 �/ OCATED \ + s
<br />p S CB RIM=541.02 PAVEMENT RESTORATION THE DISTRICT.
<br />•
<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 />�P
<br />POWER POLE
<br />�GP
<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����0' ln(5'pEEP,ZTO 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) 1 TYPICAL SIDE SEWER DELETE: 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND/OR REPAIRING ASPHALT AND GRAVEL SURFACE DISTURBED
<br />CB RIM=540.52
<br />& 0.9'(E) OF CORNER _ r I 5 \ " EXCAVATE DOWN EX. 8T ETEE. AS A RESULT OF THIS CONSTRUCTION UNTIL THEY ARE ACCEPTED BY THE PUBLIC WORKS DEPARTMENT OF THE CITY
<br />IE 12RCP
<br />xs IE 8" RCP(S(W)- )=538.42 O 538.82 INSTALL 6" PLUG IN TEE AND/OR COUNTY
<br />\ ',dM=540.27 20. COMPACTION: ALL TRENCH BACKFILL AND ROADWAY EMBANKMENT SHALL BE COMPACTED TO 95q OF MODIFIED PROCTOR DRY
<br />IE 8 EX. RAMP \ RCP(NE)=538.T 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 1007.
<br />\
<br />z� li" �� �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 />�4'� / a :. ` � �� / / (TO BE � 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. o p
<br />TO
<br />� � / S � �_ BACK OF SIDEWALK)
<br />40 INSTALL STANDARD SIDE SEWER STUB PER MWWD STANDARD DETAIL S-DS 4 Q O °
<br />' \ /1 / CB RIM=53(N) 23. SEWER SERVICE IS AVAILABLE ONLY AFTER TRANSFER OF OWNERSHIP TO THE DISTRICT AND AFTER PAYMENT OF ALL P.O. BOX - 1478
<br />�Y / - / IE 12 CPP(N)=O,,v.v-r 5 CONTRACTOR TO INSPECT EXISTING SIDE SEWER STUBS AND PROVIDE CURRENT APPLICABLE FEES.
<br />/� f /� Q s _ O EVERETT, WA 98206
<br />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 01 \ 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 />�p IE 8" PVC(SE)=526.52 \
<br />CB RIM-534.39 �pk\ / 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 />\� 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 />
|