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<br /> (� 1(� 29 Permit#: PW1710-039
<br /> 12 MANHOLE RIM NE 1/4, SEC. 19, T. N., R.OS E., W.M. Ow Address: 1VE
<br /> CASCADE IDGE HOMES LLC
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<br /> RIM=114.02' SNOHOMISH COUNTY, WASHINGTON
<br /> IE=103.34 Tenant: 10/27/ 0
<br /> O r Date: 10/27/2017
<br /> Proposed Use:
<br /> Description: SITE WORK FOR 2 DUPLEX BLDGS
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<br /> 22.0' —J 0 q
<br /> Date: D
<br /> 14 0' p wi i 0 3 Reviewed By-
<br /> ice Set lob Site Set Fire/Pla ing Setii;Site
<br /> N90'00'0O"E
<br /> eft
<br /> 344.07'
<br /> MANHOLE RIM
<br /> RIM=114.69'
<br /> MANHOLE RIM
<br /> RIM=114.67'
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<br /> A BENCHMARK WE
<br /> w VICINITY MAP
<br /> ELEV=114.67'
<br /> 1 o a I MANHOLE RIM AS DEPICTED HEREON.
<br /> .8- S SCALE: 1"=2000
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<br /> oo N VERTICAL DATUM: CITY OF EVERETT H
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<br /> MANHOLE RIM
<br /> MANHOLE RIM id RIM=115.62
<br /> RIM=114.16' IE=106.62
<br /> -114 —
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<br /> 7 4.00'
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<br /> RIM=113.52' In , . _
<br /> vv) IE 8"(NE)(W)=110.87' o o
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<br /> EQUIPMENT AND PROCEDURE
<br /> I Z N Z N SCALE: 1 = 1 0 METHOD OF SURVEY:
<br /> NMI MN
<br /> SURVEY PERFORMED BY FIELD TRAVERSE.
<br /> 11M1
<br /> 10 5 0 10 20 INSTRUMENTATION:
<br /> 47 \ LEICA TCRM-1105 ELECTRONIC TOTAL STATION
<br /> I ' N C28> PRECISION:
<br /> MEETS OR EXCEEDS STANDARDS WAC 332-130
<br /> BASIS OF BEARING:
<br /> FLOWLINE 'L THE MONUMENTED CENTERLINE OF HOYT AVENUE HAS THE BEARING
<br /> kLOWLINE OF CURB-� - 1 N90'00'00"E OF N.00'00'00'E. AS PER THE RECORD OF SURVEY BY CASCADE
<br /> pF CURB °a — — — — — — — — — — — — — — — — — — — - LEGEND SURVEYING AND ENGINEERING, INC FOR THE HOTY PLACE
<br /> CD / y 4. e 120.04' 000NDOMINIUM, RECORDED UNDER AUDITOR'S FILE NO. 200706225003,
<br /> 1 y4, /f ►F EXISTING MONUMENT (AS SHOWN) RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
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<br /> i a �c�� �Oa SECTION 1/4 CORNER NOT FOUND
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<br /> GO,,,\C�� ( 6) ►•i SECTION CORNER NOT FOUND BM
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<br /> _� y y o % 3 w o / o MANHOLE RIM = 114.67' AS DEPICTED HEREON.
<br /> 4, i ✓% % \\ / N // FOUND REBAR/CAP OR I.P. (IRON PIPE)
<br /> 1 I y i -EXISTING ATER N �r�r ea&Y..[urularlu/rr[uiu&ir///4ztvrvtaZ/11/&./1/r rZ/1z/w wiicruru�vzza/z rur.[uiu.1///////at/ru 1/2wwiltuzu1i/c�rirr�rZ \ / N / N %J N
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<br /> 4, a° 18" DIAMETER CONCRETE / (C) CALCULATED DATUM:
<br /> v> 4, 1C METER COLUMNS TYP.
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<br /> /////J�� (P) PLAT VERTICAL DATUM: CITY OF EVERETT
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<br /> 4,4.. iv • d. C .� o m .a ROLL UP DOORS (TYP.) j NO MEASURED ENGINEER SURVEYOR
<br /> 4 4 N90'00'00"W SEE BUILDING PLAN) --\ / 0 TBR TO BE REMOVED INSIGHT ENGINEERING COMPANY WESTERN ENGINEERS & SURVEYORS
<br /> a --X C� X -- V& --� x x A n A n n - V /� R.O.W. RIGHT-OF-WAY P.O. BOX 1478 9740 EVERGREEN WAY
<br /> <r _ 22.00 - Q- -- C a 120.04 4'CLF 4'CLF
<br /> I �, I iy a \. < 18.DO' a. Q a Q PROPOSED.CONCTE WALKWAY `� N / P.0.8. POINT OF BEGINNING EVERETI WA 98206 EVERETT WA 98204
<br /> av d a \ 1 PH: (425) 303-9363
<br /> cn y y a ❑ of d a ❑ ❑I r ° ,� a °aa / / CONTACT: BRIAN R. KALAB, P.E. PH: (425) 356-2700
<br /> ° CENTERLINE FAX (425) 303-9362
<br /> I Nil a a�� If �© ° a�1 / % CLF CHAIN LINK FENCE EMAIL: INFO@INSIGHTENGINEERING.NET
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<br /> I v y y a, �, d \ o`CL / o / wOF WOOD FENCE APPLICANT/OWNS/CONTACT
<br /> `r , '" A ❑ ❑1 C' II�' a o / / o (26)
<br /> W.S. WATER SURFACE
<br /> • \ y y I a n \ ,l a o II ° ll° .� U ! N EOP EDGE OF PAVEMENT HOYT AVENUE RESIDENCES, LLC
<br /> I y i a ° ' I ❑ ol C 7> \\ \ I ' ° / 2 / BOW BACK OF WALK CONTACT: ANDY ECHELBARGER
<br /> a. ° Ll / 18833 10TH DR SE
<br /> I \ y y ' I N �\>1¢ I I , a a� d � ' �y j I=1 STORM DRAIN CATCH BASIN (CB) BOTHELL, WA 98012
<br /> �y° l ill / CB (360)213-4897
<br /> cn ~ -.- 28.0' 0a "' w / 0 SD STORM DRAIN MANHOLE (SDMH)
<br /> a _ BUILDING-1 �►• ►�� 2 a
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<br /> ° W / ¢ LEGAL DESCRIPTION
<br /> z �y". °a (PROPOSED DUPLEX) N90'00'00°E (PROPOSED DUP EX-)--- 4 a Dada e o O SS SANITARY SEWER MANHOLE (SSMH)
<br /> -' _ _ LOT 7 AND 8 IN BLOCK 378, PLAT OF EVERETT DIVISON "B AS PER
<br /> w / y '� ° o % / NCO SANITARY SEWER CLEAN OUT (CO) THE PLAT RECORDED IN VOLUME 3 OF PLATS, PAGE 60, RECORDS OF
<br /> 1 / L ° a 120.04' rr a� 1 / a.a i,� . \1 z /
<br /> SNOHOMISH COUNTY, WASHINGTON.
<br /> 4 ° - a N / �P POWER POLE
<br /> 1 / SUBJECT TO ALL EASEMENTS, RESTRICTIONS AND RESERVATIONS.
<br /> N y STAIRWAY dz hi / / GUY POLE SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br /> L' _ I Ili .v y a ll G2�u JaY a / GP
<br /> cn \ y � a / ❑WM WATER METER PLAN APPROVED
<br /> 4, 22.0' ROW TO CURB ❑ ❑ a �' w
<br /> y a° UTILITY POLE / o D4 WATER VALVE
<br /> y y ` �, B ❑ ❑( D 0 r dn� Q \1 N j (TD BE RELOCATED) j g N ® wV c o.i 01 )
<br /> .,.. o ( 8) (1PROPOSED d / j z �MB MAILBOX / / Or
<br /> RETT
<br /> y \ "� m � NCRETE a /` 1 C UTILITY POLE ANCHOR UBLIC SERVICES 1� DATE
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<br /> - v A i e . �, 7 / J ___PUBIJC WORKS
<br /> y y 1 ❑ ❑I CO ❑ ❑1 24.0' 1 14.5' 'C5 FIRE HYDRANT (2 NOZZLE) �L
<br /> y y I. ° i / W 0 �)��I V UTILITIES DRAINAGE
<br /> W cnI . . 1 t o © (2. G -
<br /> DEPARTMENT
<br /> N o-re TYPE I NGPA SIGN A PUBLIC WORKS PERMIT IS REQUIRED PRIOR
<br /> o.. 4,W 4 5' CLF / S�Q TO STARTING ANY CONSTRUCTION ON THIS
<br /> b 5' CLF X / 3 /�a J bA. - _--- -s_,_. - PROPOSED WATER /��� ppR�
<br /> oo • 4, , / 4, , — _ `��G ) CITY EN EER #� "-""- OJECT. APPROVAL FOR THIS PROJECT IS
<br /> - PROPOSED SANITARY SEWER ,iL� CONDITIONAL PER CURRENT STANDARDS AND
<br /> o y X X X X 5' CLF N90'00'00'E 120.04' `� / /� EXPIRES UNLESS
<br /> E..r o I 6'WDF K _ / h �a l4-
<br /> z yx N � �C PROPOSED STORM DRAINAGE f �"'
<br /> I I y �, _a 4 a 6'WDF � �., w PERMIT FOR CONSTRUCTION HAS BEEN ISSUED.
<br /> O y ° ROW OF irmimri����iirrriirmirririirrrii���iirmiirrriinriir�nirmirmi////ii��iirmirmiirfrim1 S' / '`�`', vy u
<br /> THUJA TREES (0 / cn / PROPERTY LINE
<br /> 4, I a x j PROPOSED ED (. , E X X EXISTING FENCE LINE
<br /> 4, M CA
<br /> I d � 1 _ � - ; /Z // EDGE OF PAVEMENT
<br /> 4.y y ( 9) x / / 24 - EXISTING CONTOURS
<br /> 113:illf;
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<br /> y ' na XXX
<br /> PROPOSED CONTOURS
<br /> 0 I 4 ` W I • ° • x / PRE-EXISTING DRAINAGE PATTERN
<br /> I4, / % INSIGHT ENGINEERING CO.
<br /> . <� ' / P.O. BOX - 1478
<br /> `� I — — — — — — — — N90°00'00'W — — — — — — — — — EVERETT, WA 98206
<br /> o (425) 303-9363 (425) 303-9362 FAX
<br /> 120.03' INFO@INSIGHTENGINEERING.NET
<br /> IN
<br /> /811 .
<br /> (70)\ SHEETINDEX SITE ADDRESS: 1913 HOYT AVE
<br /> EVERETT, WA 98201-2237
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<br /> Know what's below. C1.0 COVER SHEET TAX ACCOUNT NO.'S: 00437037800700
<br /> cn C1.1 EXISTING FEATURES MAP REV. NO. DESCRIPTION INITIALS DATE
<br /> Call before you dig. cnC2.0 SWPPP/GRADING PLAN
<br /> I C2.1 TESC NOTES
<br /> UTILITY CONFLICT NOTE: I I I C3.0 DRAINAGE AND UTILITY PLAN R. k
<br /> CAUTION: ti w ���
<br /> e' of WAs�r`9 NE 1/4, SEC. 19, T. 29 N.,R.OS E., W.M.
<br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, h ! 1 '' '-'7 ' )ba ' y
<br /> i (,, z HOYT 4 UNIT
<br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE HOYT 4 UNIT _���. p OP - AID'
<br /> PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL d —
<br /> 5�\ 4 1 -, I� DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
<br /> AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE 6 MAY _ I►yt,. ^I I '. 4 c�
<br /> CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE EXISTING ;_; 2 C.^i I j p,,' . 36499 ti 1 70868-FINAL.DWG SPC 08-30-2017 1"=10' 17-0868
<br /> UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY ' G '- , V Is T :G1
<br /> WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN CITY OF ?\/y:R Ti IGNAL SHEET
<br /> ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND PeTrrji Se,-- - -- ':
<br /> ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
<br /> SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL 05-01-10/9 COVER SHEET C1.0
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
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