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<br /> / ' 1. A 5°ELECTRONIC TOTAL STATION WAS USED FOfl THIS FIELD TRAVERSE SURVEY.ALL EQUIPMENT HAS BEEN MAINTAINED IN
<br /> o \ ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES.ACCURACY MEETS OR EXCEEDS IN 332-130-090. Q
<br /> gqq /9YJo 2. ALL TITLE INFORMATION SHOWN ON THIS SURVEY WAS EXTRACTED FROM CHICAGO TITLE INSURANCE COMPANY COMMITMENT
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<br /> CYCLONE FENCE ON/a _PVC(S)IE=8�1 63,00' / / q5 Z 1 WAS RECOVEREDEFOR THIS PROJECT ON JUNE 07RED AS INDICA ING THE 7,,2021,UNLESS OTHERWISE NOTED
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<br /> off BLOCKWALL d 95 a 4. PROPERIYAREA=24,036±SQUARE FEET.
<br /> CONCRETE PATH s / 5. ALL DISTANCES ARE IN FEET.
<br /> 6. UNDERGROUND UDLITIES WERE LOCATED BASED ON SURFACE EVIDENCE CLEARLY VISIBLE TO THE FIELD SURVEY CREW. a• z
<br /> CONNECTING PIPES ARE DRAWN AS STRAIGHT LINES BETWEEN STRUCTURES.SUPPLEMENTAL INFORMATION HAS BEEN USED TO
<br /> / ^n Q� 9 DEPICT THEN OBTAINED FROM
<br /> UTILITIES SHOWN ON THIS SURVEY,SUCH O PAINT SAND SAW CUTS,ORMATTRECORD DRAWING Q
<br /> EAVE ` `�""4 se INFORMATION OBTAINED FROM FRANCHISE UTILITIES,PUBLIC UTILITY COMPANIES AND PUBLIC GIS INFORMATION.MEAD GILMAN �l
<br /> AND ASSOCIATES DOES NOT WARRANT THE ACCURACY OF UNDERGROUND PIPES,CABLES,STRUCTURES OR OTHER UTILITIES.
<br /> % 95 NE BUILDING CORNER�� /3 THE EXACTLOCATION,SIZE,AND ELEVATION OF ALL UNDERGROUND UTILITIES WHICH ARE CRITICAL TO THE DESIGN MUST BE
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<br /> / z WARRANT THE ACCURACY OF THE SIZE AND SPECIES OF ANY TREES SHOWN HEREON,ALL TREE SIZES SHOULD BE VERIFIED BY _
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<br /> �04 94 _ / 91- / m ❑ SET 2"x2"x24°WHITE STAKE
<br /> METAL STAIRS 0 FOUND CORNER AS p 11 REFERENCES
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<br /> 1. PLAT OF EVERETT SNOHOMISH COUNTY WASHINGTON,RECORDING NO.0000014588.
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<br /> "I w ❑ CATCH BASIN 2. RECORD OF SURVEY FOR DAVID LATSHAW,AFN RECORDING NO.9708125006
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<br /> \ _ D j IRRIGATION CONTROL VALVE 5. RECORD OF SURVEY FOR MARSHALL flYAN,AFN RECORDING N0.22104135004
<br /> SINGLESTORYBRICKBUIDING a '9J� /o I FIRE HYDRANT 6. PLAT OF EVERETT DIVISION"C"SNOHOMISH COUNTY WASHINGTON,VOLUME 3,PAGE 70,RECORDING NO.0000027585
<br /> 2940 W MARINE VIEW DR y m -
<br /> �p13 � LIGHT STANDARD 7. PLAT OF EVERETT DIVISION"H"SNOHOMISH COUNTY WASHINGTON,VOLUME 461,PAGE 363.
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<br /> 10/_ / / Cp s O SEWER MANHOLE 3. FLOOD ZONE DESIGNATION=X,AREA DETERMINED i0 BE OUTSIDE OF 500-YEAH FLOOD PLAIN,ACCORDING TO FLOOD /\�
<br /> INSURANCE HATE MAP,("FIRM")N0.53061C1030G,EFFECTIVE O6/19/2020.AS PREPARED BY THE FEDERAL EMERGENCY
<br /> SIGN AS NOTED MANAGEMENT AGENCY("FEMA"). _
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<br /> / IN A CASE AT INTERSECTION NASSAU �104- O W O W� w 6"CONC(S$EJIE=101.88 FEC FACE OF EXTRUDED CURB THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE WOE IN ACCORDANCE WITH THE 2021
<br /> I( STAND HEWER AVE - MINIM UM STANDARD DETAIL REQUIREMENTS FOR ALTAMSPS LAND TITLE SURVEYS,JOINTLY ESTABLISHED AND ADOPTED BY ALTA
<br /> CONCRETE SIDEWALK BIG FACE OF VERTICAL CURB AND REPS,AND INCLUDES ITEMS 24,7(c),8,AND I ILID OF TABLE A THEREOF.ME FIELDWORK WAS COMPLETED ON JUNE SITE,
<br /> N88°0002^W 167..61_ - - - - °.. V CONCRETE SIDEWALK- - - - - - - - 2021. S
<br /> I/ - N89°78'32'E 194.57 -� CB#5126,TYPE pp PLANTER AREA
<br /> SSMH#5119 RIM E COI)IE 65
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<br /> 25 5� 4 ^ 6"CONC(5)IE=101.19 $B STOP BAR DATE OF PLAT OR MAP:JULY I5TH,2021 O
<br /> 8°DI(EDE=99.21
<br /> 8"DI(S)IE=902 -N s�S� ` ss ss 1 ss ss GIS INDICATES INFORMATION DERIVED FROM RECORD SOURCES,N07 FIELD VERIFIED
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