|
EROSIOLVZ
<br />SEDIMENTATION =
<br />I. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE
<br />FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE
<br />AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED,
<br />AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS,
<br />BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED. THE TOP OF
<br />THE SIL T FENCE SHALL BE REFLAGGED AFTER INSTALLA TION. IF A SIL T
<br />FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN
<br />ORANGE BARRIER,
<br />2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,
<br />OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR
<br />TO INITIATION OF CLEARING AND GRUBBING OPERATIONS
<br />J. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION
<br />INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR. NO
<br />TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE
<br />APPROPRIATED PARTIES.
<br />4. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR
<br />EROSION AND SEDIMENT CONTROL.
<br />5. AS CONSTRUCTION PROGRESS AND SEASONAL CONSIDERATIONS DICTATE,
<br />THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED ANDIOR ALTERED
<br />AS REQUIRED TO ENSURE CONTINUING EROSIONISEDIMENT CONTROL.
<br />6, ALL TEMPORARY EROSION AND SEDIMENT CONTROL 8MP'S SHALL BE
<br />MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING
<br />AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES
<br />ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED.
<br />Z AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE
<br />MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF -PRODUCING STORM,
<br />TO ENSURE PROPER OPERATION OFF ALL EROSION AND SEDIMENT CONTROL
<br />FACILI TIES.
<br />8. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,
<br />SIZE, NOR LOCATION OF PERMANENT PIPES, RESTRICTORS, OR DETENTION
<br />FACILITIES, • BUT IS AN APPROVAL OF EROSION AND .SEDIMENT CONTROL
<br />BMP'S ONLY.
<br />9. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD
<br />AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY
<br />WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING
<br />STOPPED.
<br />10. THE WASHING TON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN,
<br />AVAILABLE, AND REASONABLE MEANS OF CONTROLLING AIR POLLUTION,
<br />INCLUDING DUST DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS,
<br />WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE, AND INSTALLING
<br />AND MAINTAINING ROCK CONSTRUCTION ENTRANCES: CONSTRUCTION
<br />VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF
<br />TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR
<br />THE PUGET SOUND AIR POLLUTION CONTROL AGENCY.
<br />71. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF
<br />THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY
<br />CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE
<br />CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS).
<br />CrTY OF EVERETT TESCP & GRADING NOTES
<br />1, THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE INSTALLED PRIOR TO ALL OTHER
<br />CONSTRUCTION,
<br />2. WHERE POSSIBLE MAINTAIN NATURAL VEGETATION FOR SILT CONTROL.
<br />8. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL
<br />FACILITIES SHALL BE MAINTAINED AND/OR ALTERED As REQUIRED BY THE CITY ENGINEER TO
<br />ENSURE CONTINUING EROSION/SEDIMENTATION CONTROL.
<br />4. ALL DISTURBED AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURING THE PERIODS OF
<br />MARCH I TO MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL BE.IMMEDIATELY SEEDED WITH
<br />A MIX AND BY A METHOD APPROVED BY THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT
<br />AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES
<br />OF 25% OR GREATER WILL BE MULCHED WITH 2.0 TONS OF STRAW PER ACRE, OR WITH AN
<br />APPROVED EQUAL
<br />DURING THE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST SE APPLIED
<br />IMMEDIATELY TO DISTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND
<br />IMMEDIATELY TO SLOPES GREATER THAN 251-v WILL BE LEFT EXPOSED FOR 3 DAYS OR MORE.
<br />5. THE PUBLIC RIGHT—OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM
<br />THE SITE WILL NOT BE ALLOWED, FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN
<br />ALL WORK ON THE SITE BEING STOPPED.
<br />. GRADING OUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70, UNIFORM BUILDING
<br />CODE.
<br />7. COMPACT ALL FILLS TO MINIMUM 95% MAXIMUM DENSITY.
<br />8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION
<br />FACILITIES TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE NATURAL
<br />DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL)
<br />CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE
<br />COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECT. THEREFORE, DURING THE
<br />COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
<br />CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES
<br />AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT
<br />PROPERTIES.
<br />9. SUITABLE NATIVE MATERIAL EXCAVATED DURING TRENCHING SHALL BE USED FOR TRENCH
<br />BACKFILL UNLESS NOTIFIED BY THE CITY ENGINEER THAT THE NATIVE MATERIAL IS UNSUITABLE.
<br />THE CITY ENGINEER, OR HIS REPRESENTATIVE, WILL EXAMINE EXCAVATED NATIVE MATERIAL AT
<br />THE TIME OF EXCAVATION TO DETERMINE ITS SUITABILITY FOR USE AS BACKFILL. NATIVE
<br />MATERIAL WILL BE CONSIDERED SUITABLE FOR TRENCH BACKFILL IF IT IS:
<br />A) CAPABLE OF ATTAINING THE DEGREE OF COMPACTION SPECIFIED IN D COMPACTION.
<br />I7) WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT.
<br />C) REASONABLY FREE OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, ROCKS OR OTHER
<br />DELETERIOUS MATTER.
<br />10. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN
<br />APPROVED DISPOSAL SITE. THE CITY ENGINEER SHALL BE PROVIDED WITH THE LOCATION OF
<br />ALL DISPOSAL SITES TO BE USED AND ALSO COPIES OF THE PERMITS AND APPROVALS OF
<br />SUCH DISPOSAL SITES.
<br />11. IMPORTED MATERIAL SHALL :MEET THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN
<br />SECTION 3.16.1.3 OF THE DESIGN AND CONSTRUCITON STANDARDS AND SPECIFICATIONS, OR
<br />CRUSHED SURFACING TOP COURSE AS SPECIFIED IN SECTION 9-03.9(3) OF THE 1991
<br />STANDARD SPECIFICATIONS FOR ROAD, `BRIDGE AND MUNICIPAL CONSTRUCTION.
<br />12. TRENCH BACKFILL SHALL BE SPREAD IN MYERS AND COMPACTED BY MECHANICAL TAMPERS
<br />OF THE IMPACT TYPE APPROVED BY THE CITY ENGINEER. THE BACKFILL MATERIAL SHALL BE
<br />PLACED IN SUCCESSIVE LAYERS WITH THE FIRST LAYER NOT TO EXCEED 2 FEET ABOVE THE
<br />PIPE, AND THE FOLLOWING LAYERS RIOT EXCEEDING 12 INCHES IN LOOSE THICKNESS, WITH
<br />EACH LAYER BEING COMPACTED TO THE DENSITY SPECIFIED BELOW:
<br />A) IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE COMPACTED TO
<br />90% OF MAXIMUM DRY DENSITY TO WITHIN 3 FEET OF SUBGRADE THE LAST 3 FEE(
<br />SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY.
<br />B) UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 90% OF
<br />MAXIMUM DRY DENSITY.
<br />13. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE NOR
<br />LOCATION OF PIPES, RESTRICTORS, OR DETENTION FACILITIES; BUT IS AN APPROVAL OF
<br />GRADING AND SEDIMENTATION CONTROL PLAN ONLY.
<br />14. CONTRACTOR TO SPREAD STRAW OVER ALL EXPOSED AREAS OF SITE TO CONTROL EROSION.
<br />NE J SW 114-9 SEC. . q T. 99 R. ,W.M.
<br />OP 40707
<br />VICINITY MAP
<br />SCALE: 1 = 2000'
<br />Permit#: PWI-707-043
<br />t T ( Site Address G009 FLEMING Ito
<br />OF EX. WATER MAIN }
<br />PER CITY G15
<br />Owner: PQPACH VITALLY
<br />Tenant: [TenNamej
<br />J.,API- Date: 7/25/2017
<br />.. Proposed Use:
<br />Description: SITE WORK FOR 2-LOT SHORT PLAT
<br />lLEGEND
<br />i - - FOUND 5/8'ic 24"r 12
<br />REBAR%CAP t�El 1691 E Revi _�1�_ � Date_
<br />FOUND REBAR CAP AS NOTED
<br />% Offiiclob Site Set nning Set
<br />_ FOUND MAGNETIC NAIL
<br />I � � I 1 �%ilrirrii7i ----------___
<br />(WSI) WESTERN SURVEYORS, INC.
<br />fl
<br />i�� 1 CENTERLINE OF RIGHT-OF-WAY
<br />N EXISTING WATER VALVE
<br />NousE EXISTING WATER METER w 21'3ll 1
<br />J6001 / j EXISTING FIRE HYDRANT
<br />RECOVERED 5!a" WSt // C3 EXISTING MAIL BOX XUL I~
<br />-REBAR & CAP
<br />(Z vU SI IS16316 -�}- EXIS17NO UTILITY POLE
<br />I ( ` AT CALC'D CORNER
<br />2a15 o�
<br />LOT NUMBER PER PLAT OF BEVERLY
<br />1 \ ( ✓ ) HIL1_S DIV 4, (VOL. 10, PG. 97)
<br />dHP ij �\ '(Ole
<br />�l7 ID IRON PIPE EXisTINGuiLDfNG
<br />Ex. MUD 3i4
<br />FOUND " q ,
<br />ROOM { 003932p006'00800 AT 0.7' S., 0.1' W. OF
<br />EX. WOODEN
<br />20' F / NER
<br />SHED R) ` � CALC D 8 02015) / kCING LO' � .. Q EXISTING CONCRETE
<br />i
<br />' I (i Y S� F' / N84'47'419`w 'PO5, i' � > --- 408— J ( / ) �N � SS f: — EXISTING SANITARY SEWER
<br />/7/ 4' CLr e ' 003932000602400
<br />ilr ri
<br />(08/20 f 5) + SL2 4.1 ' r r
<br />W -- EXISTING WATER LINE
<br />Is
<br />/ % 'CLF 7CLF
<br />❑HP - EXISTING OVERHEAD POWER
<br />R.O. 20 EX. 1U, R j HOUSE j / 6' CLF - — — -- — — - - EXISTING CONTOURS
<br />R.O.N! DEDICA ON ° /6009 ���/SL4 �q� %t/l/�/ - - EXISTING VERTICAL CURB I SCALE. 120'
<br />,L EDGE OF PAVEMENT
<br />a.; ) EX. CONCRETE �Tii� WOOD! tAPPROX. LOCATION n DRIVEWAY R) FF=407.78' //S EX. METAL SHED /� PROPERTY LINE 0 20 40
<br />OF EX. WATER,MAIN II % HE® ) ! I I U PROPERTY LINE AFTER DEDICATION
<br />PER CITY GIs f) /!. I 17 P SL1 RIGHT OF WAY
<br />EXISTING ADJACENT LOT LINES
<br />/ } / % I TEMPORARY I ( XXX
<br />CONSTRUCTION , /� ` ( } u PROPOSED CONTOURS BM
<br />ENTRANCE I f'�j/ SL jX
<br />/ ! i SOIL Lor,
<br />II �/ � I I (•4 �/ Coy �- -
<br />�`I=RCIAL
<br />f\ / SS / o % I SL 3 O� E EV=40�.;�6��
<br />METAL�' } j BLDGJ 6020 R.r TO BE REMOVED VER77 AL DATUM:
<br />o SHED \ } �/ 88
<br />FOUND MAGNETIC NAIL AT THE NORTH PROPERTY LINE
<br />00392000602300«�ND
<br />EXTENDED WEST TO THE �/ CENTERLINE R.O.W. FLEMING/ .. STREET.
<br />} I/
<br />MULCH &/OR STRAW MATTING RAPID STATIC CPS COLLECTION UTILIZING THE LEICA TCRP
<br />1205 TOTAL STATION WITH POST PROCESSING BY OPUS.GOV.
<br />APPROX. LOCATION SF S CLEARING/CONSTRUCTION UMITS
<br />1 Or EX. SIDE SEWER F
<br />WDF SF
<br />6' SF SILT FENCE � PER CITY CIS. •..-.-.-_..�.SF. --
<br />HOUSE 6' WDF TEMPORARY CONSTRUCTION ENTRANCE �J �1
<br />f #6011 EX. CARPORT )�/ - - _ METHOD OF SURVEY: -
<br />IFOUND'Y2" REBAR & CAP I HOUSE 1 - SURVEY PERFORMED BY FIELD TRAVERSE
<br />I Q hj LSD' 35975 EX. GRAVEL 'f601s A -_ INSTRUMENTKrION:
<br />.T 4.2 E., 0.5 S. OF 02 1i
<br />DRIVEWAY 0 SL 1 v SOUTHWEST LEICA TCRM-�1105 ELECTRONIC TOTAL STA77ON
<br />I ° CALC'D CORNER 0�00 000� CHICKEnI
<br />0„-5"-TOP SOIL
<br />6 0 003932000602200 5"-13" SANDY GRAVELLY LOAM PRECISION:
<br />(08/2a15) 0�000 i 1,1 T COOP 13"-25" DARK BROWN SANDY LOAM MEETS OR EXCEEDS STATE STANDARDS WAC 332�--130
<br />U I 0 9 0 t >r i r3A1 OF BEARING:
<br />? � 0 >25" ;TRDPAN
<br />I 0 ' 0 FOUND Y2 REBAR & CAP
<br />LSj 35975 THE NORTH LINE OF LOT 8, BLOCS; 6, PLAT OF BEVERLY HILLS DIVISION NO, 4,
<br />0" 2 - rP SOIWEST PAGE` 97 AS 77.1E BEARING OF N8>'49 14 W. AS
<br />AT CALC D CORNER RECORDED IN VOLUME 10 OF PLATS, "
<br />0"-6' TOP .SOIL
<br />° 08 2015 ; a PER THE RECORD OF SURVEY FOR ELIZABETH MOUNCE BY WESTERN ENGINEERS INC.
<br />( / ) 6 "-14 SANDY GRAVELLY LOAM _ f RECORDED UNDER AUDITORS FILE NO. 200405245219, ALL RECORDS OF SNOHOMISH
<br />DARK BROWN SANDY LOAM
<br />>27 HARDPAN COUNTY, WASHINGTON.
<br />DATE 1-27-16 BY JTf?
<br />V) / ° EXISTING ZONING: R-2
<br />EX SSMH j SLR - CENTRAL PROPOSED ZONING: R-2
<br />-
<br />RIM=.16- - - _ 0"-5" TOPSOIL PROPOSED USE. ` SFR
<br />IE OUT(N)4a1.52' 40' - — 5"-18' SANDY LOAM W/2"-4" ROUND ROCK EXISTING SITE AREA: 14,074 SQ. FT. (0.323 ACRES)
<br />- - - - - _ _ - - SANDY LOAM LESS R/W DEDICATION: 438 SQ. FT (0.010 ACRES
<br />!E fN(S)� 101.59' — -- >32" HARDPAN PROPOSED SITE AREA: 13,636 SQ, FT. (0.313 ACRES)
<br />TOTAL NO, OF LOTS: 2
<br />J _ DATE 11-10-17 BY JAJ
<br />- ' - WATER SOURCE/PURVEYOR: CITY OF EVERETT
<br />- - SL 4 - NORTH CENTRAL SEWER METHODOPERATOR: CITY OF EVERETT
<br />'-�`����� 0"-5" 'TOPSOIL FIRE. DISTRICT: /
<br />[ I PLANNING & T� � o�'j -U Nj Y 5 "-18" SANDY LOAM W � „-4" ROUND ROCK SCHOOL DISTRICT CITY OF EVERETT
<br />/ EVERETT SCHOOL DISTRICT NO 2
<br />CT 1/ I.C�s�MENT DE -PT. >18 HARDPAN
<br />B y DATE 11-27- f 7 BY TAS LEGAL DES TON
<br />! BLOCK 6 PLAT OF BEVERLY HILLS DIVISION NO. 4, RECORDED IN VOLUME
<br />��� �..,,: � � �... LOT Q, ,
<br />NO GROUNDWATER PRESENT IN ANY SOIL LOG 10 OF PLATS, PAGE 97, RECORDS OF SNOHOMISH COUNTY, WASHINGTON,
<br />SUBJECT TO ALL EASEMENTS, tRESTRIC77ONS AND RESERVATIONS.
<br />f SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
<br />1--PLAN APPROVED
<br />I - CONTACT- WESTERN ENGINEERS, INC.
<br />I ,7 ENG11VERE 'ISURVE'YYORI 9740 EVERGREEN WAY
<br />r;rEVERETT, CIA 98204
<br />f OF 4.... GRADING & TESC PLAN r s '�ERETELEPHONE #: (425) 356-2700
<br />2 OF 4.... ROAD & DRAINAGE PLAN UBLIG SERVICES DATE FAX #: (425) 356-2708
<br />3 OF 4.... NOTES &DETAILS *g LIC WORKS 0WAfE1?OFIA TERES :- VITALIY POPACH
<br />4 OF 4.... WATER & SEWER PLAN UTILITIES - L Al GEE 6009 PEENING STREET
<br />- �_P �� 6009EVER7 98TR
<br />LI OF 1 ... LANDSCAPE PLAN A PUBLIC WORKS PERMIT IS REQUIRED PRIOR TO (360) 265-5904
<br />t' STARTING ANY CONSTRUCTION ON THIS
<br />a PROJECT. APPROVAL FOR THIS PROJECT TAXA ' JIB NO. (S), S ED SxS.-
<br />CITi ENGINEER IS CONDITIONAL PER CURRENT STANDARDS
<br />AND EXPIRES UNLESS PERMIT 00393200600900 6009 FLEMING STREET
<br />FOR CONSTRUCTION HAS BEEN ISSUED. EVERETT, WA 98203
<br />UTIL17Y CONFLICT NOTE.- GRADING QUANTIMS
<br />CAlIZION FILL: 150 CU. YOS,
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND
<br />DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY
<br />(GRADING QUANTITIES ARE ROUGH CALCULATIONS WHICH
<br />DO NOT ACCOUNT FOR SOIL SWELLING
<br />y
<br />POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR
<br />& SHRINKAGE)
<br />C.
<br />/ y 1/, e . RJR,
<br />TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-24-5 . AND
<br />CALCULATIONS DO NO INCLUDE BEFORE AND AFTER QUANTITIES. ORGANIC
<br />�
<br />, ., s m
<br />THEN POTHOLING ALL of THE EXISTING UTILITIES AT LOCATIONS of NEW UTILITY CROSSINGS
<br />OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES
<br />MATERIAL INCLUDED IN CALCULATION. CONTACT GEOTECH ENGINEER FOR
<br />� _ �, ��
<br />45844
<br />CITY EVERETT, WA
<br />TO PHYSICALLY VERIFY WHETHER
<br />UNSUITABLE SOILS. EXCESS CUT MAY BE SPREAD ON SITE.
<br />c� , '
<br />SURVEYORS® PLANNERS* ENGINEERS
<br />AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND
<br />i'S�7 T S
<br />DRAWN BY DATE
<br />REV. BY DATE PROJECT MANAGER SCALE
<br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL
<br />CONSULT , INC. To RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
<br />ALL MATERIAL REMOVED FROM SITE SHALL BE HAULED TO A COUNTY
<br />OATAL
<br />i USE CONSULTANTS
<br />CIVIL EERY oSURVEYORS-
<br />TA 05-1 1-17
<br />�
<br />02 JAJ 05121118 J. JARRELL 1 "=30'
<br />_
<br />WITH CONSTRUCTION.
<br />APPROVED SITE.
<br />DRAWING FILE NAME
<br />CHK, 8Y F.B. NO. JOB NO. SHT. NO.
<br />�
<br />*�� 9140 EVERGREEN WAY � EVERETT� VIA * 9�204 ���
<br />151463ABASE.DWG JAJ 10 — 1,%00 — 1Of4
<br />
|