|
,4OUAW AM
<br />COMMENCING AT THE QUAR7ER CORNER OF THE EAST SIDE OF SEC77ON Z TOW1+iSHIP 29 NORTH, RANGE 5 EAST OF 774E
<br />WILLAMETTE MERIDIAN; THENCE NORTH 89 0821" WEST ALONG THE SOUTH LINE OF GOVERNMENT LOT 1 FOR A DISTANCE OF 675.77
<br />FEET TO 3" BRASS CAP MONUMENT IN WEST MARINE WEW DRIVE THENCE CON77NUING NORTH 89'08'12" WEST FOR A DISTANCE OF
<br />19,28 FEET TO 7HE EAST LINE OF SAID PARENT PARCEL; THENCE SOUTH 3435'48" WEST ALONG SAID EAST LINE FOR A DISTANCE
<br />OF 61,53 FEET TO THE SOUTHEAST CORNER OF SAID PARENT PARCEL- THENCE NORIN 4384'1 " WEST ALONG THE SOUTH LINE OF
<br />SAID PARENT PARCEL FOR A DISTANCE OF 1726 FEET TO THE TRUE POINT OF BEGINNING THENCE cONnNUING NORTH 4354'12"
<br />WEST ALONG SAID SOUTH LINE FOR A DISTANCE OF 88.13 FEET TO A POINT ON AN ARC OF A NON-TANCEN77AL CURVE' *HOSE
<br />CENTER BEARS NOR77I 010311" WEST AND HAWING A RADIUS OF 375.06 FEET THENCE KESTERLY ALONG THE ARC OF SAID CURVE
<br />AND ALONG SAID SOUTH LINE THROUGH A CENTRAL ANGLE OF 19 25'08" FO A DISTANCE OF 12712 FEET TO A COMPOUND CURVE
<br />TO THE RIGHT HAVING A RADIUS OF 513-67 FEET; THENCE WE.S7ERL Y ALONG 7HE ARC OF SAID CURVE AND ALONG SAID .SOUTH LINE
<br />THROUGH A CENTRAL ANGLE OF 91338" FOR A DISTANCE OF 82,72 FEET THFJVCE NORTH 45 54'12" WEST ALONG S41D SOUTH LINE
<br />FOR A DISTANCE OF 10310 FEET THENCE NORTH 51:2358" EAST FOR A DISTANCE OF 88.72 FEET THENCE NORTH 6332'00- WEST
<br />FORA DISTANCE OF 146.00 FEET, THENCE NORTH 44 31 Y30" WEST FOR A DISTANCE OF 51. 00 FEET THENCE NORTH 4'59'00" EAST
<br />FOR A DISTANCE OF 35. 00 FEET THENCE NORTH 60.2100" WEST FOR A DISTANCE OF 38. tit? FEET, THENCE SOUTH 73 58'OO" WEST
<br />FOR A DISTANCE OF 28 00 FEET;THENCE NORTH 52 4800" WEST FOR A DISTANCE OF 42.00 FEET, THENCE NORTH 104100" EAST
<br />FOR A DISTANCE OF 66,00 FEET THENCE NORTH 3153 00" WEST FOR A DISTANCE OF 35. DO FEET THENCE NORTH 1372 00" WEST
<br />FOR A DISTANCE OF 123-00 FEET; THENCE NORTH 5579 00" WEST FOR A DISTANCE OF 51.00 FEET, THENCE NORTH 1974 00" NEST
<br />FOR A DISTANCE OF 29.00 FEET, THENCE NORTH 2135'00" EAST FOR A DISTANCE OF 79.00 FEET, THENCE NORTH 23 3300" WEST
<br />FOR A DISTANCE OF 2700 FEET THENCE SOUTH 725200" WEST FOR A DISTANCE OF 120! 00 FEET; THENCE NORTH 42*47 20" WEST
<br />FOR A DISTANCE OF 85. 00 FEET THENCE NORTH 12 49 00" WEST FOR A DISTANCE OF 61.00 FEET, THENCE NORTH 20 5300" EAST
<br />FOR A DISTANCE" OF 9200 FEET' THENCE NORTH 572700" EAST" FOR A DISTANCE." OF 111.00 FEET; THENCE NORTH 1649100" EAST
<br />FORA DISTANCE OF 144, 00 FEET THENCE SOUTH 67108100" EAST FOR A DISTANCE OF 86.00 FEET; THENCE NORTH 84'17190" EAST
<br />FOR A DISTANCE OF 102,43 FEET" TO THE NORTH LINE OF THE 100' WIDE DIKE EASEMENT SNOHOMISH COUNTY A.F. NO. 1230483
<br />THENCE SOUTH 65 o279'EAST AL ONO SAID NORTH LINE FOR A DISTANCE OF 721. 51 FEET THENCE SOUTH 4.35412" EAST ALONG
<br />SAID NORTH LINE FOR A DISTANCE OF 33 J7 FEET TO AND ANGLE POINT ON THE EAST LINE OF SAID PARENT PARCEL; THENCE
<br />NORTH .32:2148' EAST ALONG SAID EAST" LINE" FOR A DISTANCE OF 670.17 FEET TO THE NORTH LINE OF SAID PARENT PARCEL,'
<br />THENCE NORTH 70*17'12" WEST ALONG SAID NORTH LINE FOR A DISTANCE OF 645.81 FEET; THENCE NORTH 6934'38" WEST ALONG
<br />SAID NORTH LINE FOR A DISTANCE OF 294.75 FEET: THENCE SOUTH 7853'10" WEST ALONG SAID NORTH LINE FOR A DISTANCE OF
<br />380.87 FEET;- THENCE SOUTH 65 5310" WEST ALONG SAID NORTH LINE FOR A DISTANCE OF 805.09 FEET TO THE WEST LINE OF
<br />SAID PARENT PARCEL, THENCE SOUTH 43'5412" EAST ALONG SAID WEST LINE FOR A DISTANCE OF 1527 94 FEET TO THE TRUE
<br />POINT OF BEGINNING
<br />CONTAINING 1, 091, 616 SQUARE FEET (25 06 ACRES')
<br />EAR=
<br />COMMENCING AT THE QUARTER CORNER OF THE EAST SIDE OF SEC77ON Z TOWNSHIP 29 NORTH, RANGE 5 EAST OF THE
<br />WILLAMETTE MERIDIAN; THENCE NORTH 89 U812'" WETS ALONG THE SOUTH LINE OF GOVERNMENT LOT 1 FOR A DISTANCE OF 675.77
<br />FEET TO 3" BRASS CAP MONUMENT IN WEST MARINE VIEW DRIVE° THENCE CON77NUING NORTH 89i3812" WEST FOR A DISTANCE OF
<br />1948 FEET TO THE EAST LINE OF SAID PARENT PARCEL,' THENCE SOUTH 34'358" WEST ALONG SAID EAST LINE FOR A DISTANCE
<br />OF 61.53 FEET TO 7HE SOUTHEAST CORNER OF SAID PARENT PARCEL; THENCE NORTH 435472" WEST ALONG THE SOUTH LINE OF
<br />SAID PARENT PARCEL FOR A DISTANCE OF 1726 FEET TO THE MUE POINT OF BEGINNING,' THENCE CON77NUING NORTH 4354112"
<br />WEST ALONG SAID SOUTH LINE FOR A DISTANCE OF 88.13 FEET TO A POINT ON AN ARC OF A NON- TANCEN77AL CURVE WHOSE
<br />CENTER BEARS NORTH O Ci311 WEST AND HA VING A RADIUS OF 375,06 FEET,' THENCE WESTERLY ALONG THE ARC OF SAID CURVE
<br />AND ALONG SAID SOUTH LINE THROUGH A CENTRAL ANGLE OF 19 25'O8" FOR A DISTANCE OF 12712 FEET TO A COMPOUND CURVE
<br />WESTE LY ALONG THE ARC OF SAID CURVE AND ALONG SAID SOUTH
<br />TO THE RIGHT HAVING A RADIUS OF 513 67 FEET THENCE R
<br />LINE THROUGH A CEEWRAL ANGLE OF 973;38' FIR A DISTANCE IF 8Z 72 FEET THENCE NORTH 43 5412" WEST ALONG SAID SOUTH
<br />LINE FOR A DISTANCE OF 10310 FEET THENCE NORTH 515358" EAST FOR A DISTANCE OF 88,72 FEET THENCE NORTH 6313200
<br />WEST FOR A DISTANCE OF 146. 00 FEET, THENCE NORTH 4431 *00" WEST FOR A DISTANCE OF 51. 00 FEET' THENCE" NORTH 4 9'00"
<br />EAST FOR A DISTANCE OF 35.00 FEET THENCE NORTH 6021Y10' WEST FOR A DISTANCE OF 38.00 FEET THENCE SOUTH 73158100"
<br />WEST FOR A DISTANCE OF 28 00 FEET; THENCE" NORTH 52148 O" WEST FOR A DISTANCE OF 42. 00 FEET THENCE NORTH 1 D4C30"
<br />EAST FOR A DISTANCE OF 66. 00 FEET THENCE NORTH 3153 QO" WEST FOR A DISTANCE OF 35. 00 FEET THENCE NORTH 1312 00'
<br />LEST FOR A DISTANCE OF 12300 FEET; THENCE NORTH 55.19*00" WEST FOR A DISTANCE OF 51.00 FEET; THENCE NORTH 19 7 400"
<br />WEST FOR A DISTANCE OF 29. 00 FEET THENCE NORTH 21;35100" EAST FOR A DISTANCE OF 79. 00 FEET; THENCE NORTH 23:33120"
<br />WEST FOR A DISTANCE OF 27 00 FEET; THENCE .SOUTH 72 52 00" WEST FOR A DISTANCE" OF 120,00 FEET THENCE NORTH
<br />4.2 4700" WEST FOR A DISTANCE" OF 85.00 FEET THENCE NORTH 12 49 00" WEST FOR A DISTANCE OF 61,00 FEET THENCE NORTH
<br />300
<br />! M
<br />C
<br />205EAST FOR A DISTANCE OF 9200 FEET,' THENCE NORTH 577700 EAST FOR A DISTANCE OF 111.00 FEET THENCE NORTH
<br />1649100" EAST FOR A DISTANCE OF 144, 00 FEET THENCE SOUTH 67'08'00" EAST FOR A DISTANCE OF 86.00 FEET; THENCE NORTH
<br />84'97'00' EAST FOR A DISTANCE OF 102.43 FEET TO THE NORTH LINE" OF THE 1OO' WIDE DIKE EASEMENT SNOHOMISH COUNTY A.F.
<br />NO. 1230483; THENCE SOUTH 5*0279' EAST ALONG SAID NORTH LINE FOR A DISTANCE OF 721,51 FEET THENCE ,SOUTH 43*5412'
<br />EAST ALONG ,SAID NORTH LINE FOR A DISTANCE" OF 33. 37 FEET T3 AN ANGLE POINT ON 7HE" EAST LINE" OF .SAID PARENT PARCEL;
<br />THENCE SOUTH 43 472" EAST ALONG SAID EAST LINE FOR A DISTANCE OF 215.08 FEET; THENCE SOUTH 343946" WEST FOR A
<br />DISTANCE OF 14379 FEET THENCE .SOUTH 31 '10'06" WEST" FOR A DISTANCE OF 11747 FEET 7HENCE SOUTH .30'48'18" WEST FOR A
<br />DISTANCE OF 32, 47 FEET THENCE 26 46;26" WEST FOR A DISTANCE OF 39.34 FEET THENCE SOUTH 26 5745" WEST FOR A
<br />DISTANCE OF 36.43 FEET THENCE SOUTH 26:25'35" WEST FOR A DISTANCE OF 12779 FEET; THENCE SOUTH 30'01 6" WEST FOR A
<br />DISTANCE OF 143 64 FEET; THENCE SOUTH 347056" WEST FOR A DISTANCE OF 12111 FEET TO THE TRUE POINT OF BEGINNING.
<br />CONTAINING 72Z 889 SQUARE FEET (16. 71 ACRES)
<br />SI TUA TE IN SNOHOMISH COUNTY WASHINGTON.
<br />PARCEL C
<br />COMMENCING AT THE QUARTER CORNET, OF THE EAST SIDE OF SEC77ON 7. TOWNSHIP 29 NORTY, RANGE 5 EAST OF TIME
<br />WILLAMETTE" MERIDIAN, THENCE" NORTH 891i812" WEST" ALONG THE SOUTH LINE OF GOVERNMENT LOT 1 FOR A DISTANCE OF 675.77
<br />FEET TO 3" BRASS CAP MONUMENT IN WEST MARINE VIEW DRIVE.;' THENCE" CONTINUING NOWN 89 0812" WEST" FOR A DISTANCE OF
<br />19.28 FEET TO THE EAST LINE OF SAID PARENT PARCEL AND THE TRUE POINT OF BEGINNING, • THENCE NORTH 34:35'48" EAST
<br />ALONG SAID EAST LINE FOR A DISTANCE OF 625,91 FEET TO A POINT ON AN ARC OF A NON- TANGEN77AL CURVE" TO THE RIGHT
<br />NOSE CEN7FR BEARS SOUTH 55:24'15" EA,S"T HAVING A RADIUS OF 294&00 FEET THENCE NORTHERLY ALONG THE ARC OF SAID
<br />CURVE` AND ALONG SAID EAST LINE" THROUGH A CENTRAL ANGLE OF 1 '13t15" FOR A DISTANCE" OF 62 63 FEET TO THE NORTH LINE
<br />OF SAID PARENT PARCEL,' THENCE NORTH 43'5412" WEST ALONG SAID NORTH LINE FOR A DISTANCE OF 6965 FEET; THENCE
<br />SOUTH 343946" WEST FOR A DISTANCE OF 143.79 FEET THENCE SOUTH 3170106' WEST FOR A DISTANCE OF 11747 FEET THENCE
<br />SOUTH 3048'18" WEST FOR DISTANCE OF 32. 47 FEET THENCE SOUTH 26 4626" WEST FOR A DISTANCE OF 39.34 FEET; THENCE
<br />SOUTH 265745" WEST FOR A DISTANCE OF 36.43 FEET THENCE SOUTH 262515' WEST FOR A DISTANCE OF 12779 FEET THENCE
<br />SOUTH 30 01:26" WEST FOR A DISTANCE OF 143.64 FEET, THENCE SOUTH 341056" WEST FOR A DISTANCE OF 12,11 FEET TO THE
<br />SOUTH LINE OF SAID PARENT PARCEL, THENCE SOUTH 4.3*54'12'EAST ALONG SAID SOUTH LINE FOR A DISTANCE OF 17.,26 FEET TO
<br />THE EAST LINE OF SAID PARENT PARCEL.;' THENCE NORTH 34 3 '+f8" EAST ALONG SAID EAST LINE FOR A DISTANCE OF 61.53 FEET
<br />TO THE TRUE POINT OF BEGINNING.
<br />CONTAINING 52,776 SQUARE FEET (0: 75 ACRES)
<br />SITUATE IN THE COUNTY OF SNOHOMISH, STATEOF WASHINGTON
<br />BASIS OF BEARING
<br />BEARING SHOWN HERON ARE WASHINGTON STATE" PLAN COORDINATE SYSTEM
<br />NAD83(.2011)[2010.001 WA GNSS OBSERVA77ONS CORRECTED BY THE WASHINGTONNORTH" ZONE,
<br />STATE f
<br />IZING A MUL77- A77 N LU77 N.
<br />REFERENCE NE RK N UTTL ST O SO O R TWO (WSR ,�
<br />THE OBSERVED BEARING OF BETWEEN THE EAST QUA RTER- SEC 77ON CORNER OF SECTION 7
<br />AND FOUND 3" BRASS DISC IN NEST MARINE VIEW DRIVE AS BEING THE" SOUTH LINE OF GOV'T
<br />LOT 1, BEING NORTT'I 89`0812" WEST
<br />BE;CHMARK
<br />PROJECT BM IS THE MONUMENT AT THE INTERSEC770N OF THE CENTERLINE OF WEST MARINE VIEW
<br />DRIVE AND 7HE EAST- WEST CENTERLINE SEC77ON LINE" OF SEC77ON 7 AS BEING 769 FEET
<br />*DATUM
<br />HORIZONTAL DATUM IS WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 8391 ACCORDING TO THE
<br />0TY OF EVERETT MONOMENTAT7ON
<br />VERTICAL IS NGVD 29. ALL DISTANCES ARE IN GRID AND ARE IN US SURVEY FEET CSF IS
<br />D. 9999449272. MONUMEN70 LINE OF WEST MARINE VIEW DRIVE SOU7 4 OF -VIE AS BEING SOUTH
<br />3418:25" WEST VER77CAL BENCHMARK WAS DETERMINED BY LEVEL LOOP TO CITY OF EVERETT BM 0457
<br />TO CONVERT FROM NOW29 NAW88 YOU MUST ADD 3 68'
<br />_SLIRVEY NOTES
<br />1. SURVEY WAS PERFORMED WITH LEICA 1201 SURVEY -GRADE TOTAL STATION AND LEICA OS14 SURVEY GRADE
<br />GNS.S ANTENNAS RECEIVING CORREC77ON FROM THE WASHINGTON STATE REFERENCE NETWORK (WSRN) IN
<br />SEP7EMBER 2018. THIS SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS OF W A. C. 332-130- 090.
<br />2 ALL DISTANCES, COORDINATES AND/OR ELEVA77ON S ARE IN U.S. SURVEY FEET UNLESS 0774ER SE N07ED.
<br />ALL DISTANCES ARE GRID DISTANCES UNLESS OTHERWISE NOTED.
<br />J. TOPOGRAPHIC ELEMENTS SHOWN HEREON ARE INTENDED FOR PLANNING AND DESIGN PURPOSES
<br />4, CONTOURS SHOWN AT 1 FOOT 1NIERVALS WERE DERIVED FROM DIRECT FIELD OBSERVA77ONS USING A
<br />TRIANGULATED IRREGULAR NETWORK (77N). THIS MAP COMPLIES WTH NATIONAL MAP ACCURACY STANDARDS
<br />(NMAS).
<br />5. BOUNDARY AND EASEMENT INFORMA77ONS TOWN HERE IS BASED UPON SURVEYS, MAPS, PLATS, AND
<br />DOCUMENTS OF PUBLIC RECORD. THIS SURVEY WAS PERFORMED WT771 774E BENEFIT OF A 7777-E COMMITMENT
<br />CHICAGO 777L.E COMMIT WENT NO. 500073018 AMENDMENT NO. 2.
<br />6. ABOVE -GROUND U77LI77ES SHOWTV HEREON WERE LOCATED BY DIRECT FIELD OB.SERVA77ONS. UNDERGROUND
<br />STORM AND SANITARY SEWER LINES ARE BASED UPON OBYE'RVA77ONS AND INWERT MEASUREMENTS TAKEN
<br />AT SURFACE 57RUCTTIRES SUCH AS MANHOLES, 0774ER UNDERGROUND U77LI77ES SHOWN HEREON ARE
<br />BASED UPON PAINT MARKS PLACED BY A THIRD -PARTY LOCA77ON SERVICE U77UZING APS LOCATES INC,
<br />ARS ONLY LOCATED U77LI77ES ALONG THE WEST SIDE OF WEST MARINE VIEW DRIVE; NO LOCATES WERE
<br />PERFORMED ON SITE OUTSIDE OF WEST MARINE VIEW DRIVE. WHERE POSSIBLE, THE LOCA7701V AND TYPE OF
<br />U77LI77ES WERE COMPARED 70 PUBLICLY AVAILABLE AS -BUILT PLANS. NO SUBSURFACE INVES77GA77ON WAS
<br />PERFORMED BY DAW1D EVANS AND ASSOCIATES INC. 07HER U77LI71ES MAY EXIST UPON SUB. EECT PROPERTY
<br />NOT SHOW HEREON.
<br />7 SURVEY REFERENCE: WSDOT SR 529 EVERETT- JCT SR5 TO SKYLINE DRIVE" 1996, WSDOT SRS29 EVERETT,
<br />ALVERSON BRIDGE VICINITY 1996. UNRECORDED METRON ENGINEERING SURVEY DATED FEB 2005.
<br />Q2022 THE BLUELINE GROUP
<br />f3AYmWW/i3i:10 INDUS RIA
<br />CIVIL PLANS
<br />Mr,
<br />d /.V_
<br />N 2135'00" E
<br />7 OO°
<br />N 19"14'00" W
<br />29.0
<br />N55"79'00" W
<br />51. 00'
<br />(♦may 1 2 0
<br />12100'
<br />35 00,
<br />N 01 i4'CO" E
<br />66.00'
<br />N 52 48'00"
<br />'P4.Old
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<br />S 73`58'00" W
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<br />N 04 «59'0O" E
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<br />35.. Oo-
<br />N 44 "31'00" W
<br />;.
<br />1.00'
<br />LI II N . 3 00
<br />146.00'
<br />N�y5'`'12,35' " 5
<br />88. YI" 2'
<br />w
<br />N 43 5412 +
<br />103.
<br />«w
<br />p
<br />S 347056" W
<br />122.11
<br />S 30 01:2+6" W
<br />96 «25'35" W
<br />127 779'
<br />S 26 "5745" W S 31 '1 Q'06 " W
<br />y'6. 4 J
<br />11 %.47
<br />S 28'46 "28" S 30*48'15" W
<br />39.34' 32.47'
<br />�
<br />AURIZONTAL CONTROL
<br />►HORIZONTAL
<br />CONTROL PLAN
<br />..OR-01 GRADING
<br />PLAN
<br />01-
<br />ar ,wrr ...: • r ,
<br />13 1ST13RM DRAINAGE PLAN
<br />14 S;W0 I SANITARY SEWER & WATER PLAN
<br />.. , # ..
<br />0. DETAILS
<br />S 34'3946" W
<br />143.79'
<br />16' WIDE R 0 W DEED
<br />AFJ 2.35929
<br />'9 '
<br />144. € 0' SCALE: 1 0 Q
<br />q �« �^ it 50 100 200
<br />.�7 67J'�8
<br />*i.�'00"
<br />as. 00'
<br />PROJECT El
<br />r4
<br />F
<br />100' DIKL: EASEMENT
<br />AF,f 12.30483
<br />SCH S 6
<br />.» • M A
<br />VICINITY MAP
<br />NOT TO SCALE
<br />C7WNE'R
<br />SUR''1VE"YDR
<br />PORT OF EVERETT
<br />D WD EVANS AND ASSOCIATES
<br />1205 CRAFTSMAN WAY, SU17E 200
<br />1620 W MARINE VIEW DR, SUITE" 200
<br />EVERETT; WA 98201
<br />EVERETT, WA 98021
<br />(425) 388-0720
<br />(425) 405-1513
<br />CONTACT LAURA GURLEY
<br />CONTACTOILLLAAS
<br />APPLICANT
<br />A C ! E sT
<br />LATITUDE DEVELOPMENT
<br />NELSON
<br />18jB 01� VALLEY HWY N, SUITE 101
<br />1200 RF7H AVE, SUITE" 1300
<br />jW
<br />c% Aai RN WA 98001
<br />SEAT7LE WA 97101
<br />(253) 394-5101
<br />(206) 408-8500
<br />CONTACT: DAVE KESSL.ER
<br />U CONTACT`- TODD SCHUTZ
<br />8IDL.13GIST
<br />GEDTEC H ENGINEER
<br />SOUND VIEW CONSULTANTS LLC
<br />TERRA ASSOCIATE'S INC
<br />2907 HARBOR VIEW DR, SU1€E D
<br />12220 1137H AVE NE, SUITE 130
<br />GIG HARBOR, WA 98335
<br />KIRKLAND, WA 98034
<br />(253) 514-8952
<br />(425) 821-7777
<br />CONTACT EREMY DOKWS
<br />CONTACT TED SCH PPER PE
<br />CIVIL EN0IN EE7R
<br />�r LANDSCAPE Af CHITE'L�T
<br />THE BLUEUNE" GROUP
<br />25 C'ENMAL WAY SUITE 400
<br />KIRKLAND, WA 98033
<br />(425) 250-7249
<br />CONTACT CHRISTOPHER H MILLER
<br />PE & ALAN MCW41N PL A
<br />S I TE DATA
<br />SITE ADDRESS:
<br />200 W MARINE VIEW DR
<br />TAX ACCOUNT NUMBER:
<br />29050700100300
<br />ZONING:
<br />M--2 (HEAVY INDUS7RIAL)
<br />M--S (MAR171ME SERVICES
<br />GROSS SITE AREA:
<br />1& 71 ACRES
<br />BASE EL.EVA77ON;
<br />20.00'
<br />PROPOSED BUILDING HEIGHT
<br />35'
<br />SE7BACKS,
<br />FRONTAGE:'
<br />20'
<br />WA7ER SETBACK
<br />50' FROM TOP OF BANK MINIMUM
<br />-UTILITY PURVEYORS
<br />WATER SUPPLY
<br />CITY OF EVERETT
<br />SANITARY SEWER:
<br />CITY OF EVERETT
<br />FIRE DISTRICT-
<br />CITY OF EVERETT
<br />POWER:
<br />SNOHOMISH PUD 11
<br />GAS-
<br />PSE
<br />om
<br />Permit #:
<br />PW2011-021
<br />2()o W MARINE VIEW DR
<br />EVERETT PORT OF
<br />[TenNamel
<br />11/10/2020
<br />SITEWORK FOR BAYWOOD PROJECT
<br />Date:___
<br />t lab Site Set Fire/Planning Set
<br />RECCIRD DRAWING STATEMENT:
<br />WITHIN 7HE PARAMETERS LISTEN BELOW, 7HESE ARE REVISIONS TO
<br />THE APPROVED PLANS FOR CONSTRUC R N TiON AND REFLECT EYXISTTI'i f
<br />F7EELL1 COND17IONS AS OF APRIL 2022. 7HE HORIZONTAL POS17ION
<br />OF U77LITY STRUCTURES AND PIPES INDICATED ON 7HESE PLANS
<br />ARE THE CONS7RUC7ED LOCATIONS. DESIGN INFORMA 77ON HAS
<br />BEEN CROSSED OUT AND THE CONS RU `7 D 11if1"ORMA 77 N HAS
<br />BEEN PR0WIQED THE CONSTRUCTED TOPS AND INVERT ELEVA77ON S
<br />WERE DERIVED BY FTELL7 VEER77CAL PROFILE" 77ED TO THE PROJECT
<br />BENCHMARK AS SHOWN ON THE APPROVED PLAN SET: THE REWS`ED
<br />SLOPES BETWEN S7RUCTURES WRE CALCULA7ED BASED ON 7HE
<br />CONS77rUCTED INVERT ELEVATIONS AND MAY OR MAY NOT REFLECT
<br />7HE" AC7UAL SLOPE OF THE INSTALLED PIPE. 7HE" BLUELINE" CROUP
<br />DOES NOT CER77FY' THE ACCURACY OF 7HE INFORMA77ON SUPPLIED
<br />BY 71"!E" CONTRACTOR, EVEN IF SUCH INFORMATION IS
<br />INCORPORATED IN THESE PLANS.
<br />11c.- 0'1nG';'* • _
<br />This Record Oraw� fovidetl are based on
<br />on nAs.Built" information p tt►is drawing tion should
<br />as -built
<br />information and no presume
<br />the as-b
<br />av
<br />the ailable information g`s accuracy
<br />i b rejrdin � D�
<br />print Name
<br />REi
<br />D EC�EUVE
<br />APR 2 7 2022
<br />CITY OF EVERETT
<br />Permit Services
<br />UNDERGROUND UTILITY NOTE7
<br />UNDERGROUND U77LIlIES ARE SHOWN IN THE APPROXIMATE LOCA 7701V THERE IS
<br />NO GUARANTEE THAT ALL UTILITY LINES ARE SHOW OR THAT THE LOCA770N,
<br />SI
<br />ZE AND MATERIAL IS ACCtlRATE. THE CONTRACTOR SHALL UNCOVER ALL
<br />INDICA MD PIPING 4+ HERE CROSSING, INTERFERENCES, OR COIVNEC77ONS OCCUR
<br />PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR S7RUC7TIRES, TO
<br />DETERMINE ACTUAL LOCA7iONS, SIZE AND MATERIAL. THE CON774ACTOR SHALL
<br />MAKE THE APPROPRIATE PROVISION FOR PROTE'C77ON OF SAID FACIL177ES, THE
<br />CON TRAO: TOP SMALL NO77F Y f37aIE _TALL AT 8-1--1 (WASHINGTOON811. COM) AND
<br />ARRANGE FOR FIELD LOCA7701V OF EXIS77NG FACIU77ES BEFORE C`ONS7RUC770N
<br />017MMIM=1
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<br />yp��his At �-f_...-.p-.�3-.'.. ftfel �^*�yp�{ �P1 }�,r,��p
<br />Yy YY Y<. 1 HESLV ELINERT4'141s.+T.COM
<br />SCALE.
<br />AS N07ED
<br />PROJECT AM NA ER:
<br />"IS MILLER, PE
<br />PROJECT ENGINEER
<br />JON K0E FCEN, PE
<br />. IAW COOPER
<br />I S.SUF IDA TE:
<br />412512022
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<br />�11>1i1121
<br />dL78 NUMBER:
<br />1 ' 1 3 7
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