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I
<br /> SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M.
<br /> CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> GENERAL CONSTRUCTION NOTES
<br /> 1. SEE TESC & GRADING PLAN (SHEET 1) FOR DESCRIPTION OF EXISTING Y* `,/.
<br /> FEATURES ON THE SITE. ,a
<br /> 2. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT FOR
<br /> DEMOLITION OF THE EXISTING SITE FEATURES WHICH ARE TO BE REMOVED , NOTES NOT ESP,'
<br /> �.
<br /> A'[TACtI krl A MAhthiER THA'C Pt15r SEE TONS°[ 01,3( )A 1. , ,IN��" L THE ENDS OF THE SILT FENCE TO POINT
<br /> INCLUDING, BUT NOT LIMITED TO, ASPHALT SIDEWALK, CURB & GUTTER, l 1. 5TA131L12ED CUNSTRUCTIQN EN fRANGE SHALL MEET ASSURES FABRIC 1S FIRMLY SPECIFICATIONS$p1,3(91A ;a 1'GHILY UPSLOPE CO PREVENT SEDIMENT FROM
<br /> LANDSCAPE FEATURES, APPLICABLE UTILITY CONNECTIONS, ETC. CONTRACTOR a° THE REQUIREMENTS OF WSDOT STANDARD HELD BY NE BACKUP `:;/7�FLOWIN0 AROUND THE ENDS OF THE FENCE.
<br /> �� SPECIFICATION SECTION ION 8.91.3(7). SUPPORT IN A WAY THAT f ,
<br /> IS ALSO RESPONSIBLE FOR PROPER REMOVAL FROM THE SITE OF ALL R: REDUCES THE POTENTIAL z. PERFORM MAINTENANCE Ir(ACCQRDAhtcE Wt'rH
<br /> DEMOLISHED MATERIALS AND FOR PROPER FILLING AND GRADING OF ALL ~,, REDUCE FABRIC TEARING TEN .,/, --7 �F1Sa0'iSfAhIQARCISPECIF(CArtt?NSB•G1.3(9)AAhIU
<br /> FASTEN GEO`TEXTILE TO `„-�
<br /> POST EVERY 6"IN 0.C, ;v. 8-at.3(15).
<br /> DEPRESSIONS CAUSED BY DEMOLITION. `�' 4'''''
<br /> '
<br /> 3. IN AREAS TO BE VEGETATED, FILL SHALL BE PLACED IN 12" LAYERS, WHEN . �'' \ INSrAI!.DRIVEWAY CULVERT BACKUP SUPPORT 7l •
<br /> ,. 3. SPLICES SHALL NEVER BE PIAC"D IN LOW seers Opt
<br /> II:THERE IS A ROADSIDE DITCH SUMP LOCATIONS.IF SPLICES ARE LOCATED IN LOW
<br /> FILL IS REQUIRED, AND THE AREAS SHALL BE COMPACTED TO 90% MAXIMUM '' !a �%, " OR SUMP AItEASr'IHE'rEHCEMAYNEE TO BE
<br /> ''r PTiESEN'r
<br /> .d - h r`' REINSTAU.ELI UNLESS THE PROJECT ENGINEER
<br /> STANDARD PROCTOR DENSITY. IN AREAS TO BE PAVED, CUT OR FILL SHALL Z,r� / / BACKFIL I ED& {� "'e7 • SELF-LOCKING TIE-NYLONL APPROVE THE INSTALLATION.
<br /> ?sag) f / r COMPACTED t ?7 RARE „/,/
<br /> BE AT 90% MAXIMUM STANDARD PROCTOR DENSITY WHERE MORE THAN 12' yljC, 6/8(PAIN G ) ;�,
<br /> �^ gX15t , 'aI /. / �/�" , ,MIN'I'fPICAL NATIVE$fl1L GEEJ E ICE "ram 12CT1(MU1 TENSILE STRENGTH, r;:✓ A, INSTALL SlLE'FENCING PARALLEL 1'O MAPPED
<br /> BELOW PROPOSED FINISH GRADE, AND AT 95% MAXIMUM STANDARD PROCTOR "a` �`�; . Pry" oip- ✓r` / " 4 /j/ tV STABILIZED
<br /> DENSITY WITHIN THE TOP 12". / U! T ;' COIITOUEi Llydt S. r
<br /> "�- "' i`/ ��. f�It :11:10:
<br /> `.-4' 5. DUkfhIGF CF\VA'IlQA1,1411Pt1rAl/cC2(STURB(NGTEtE
<br /> 4. ALL SLOPED AREAS ARE TO BE STABILI_7ED, AND ALL EXPOSED AREAS TO ,,,:-.2AC" ,_� � ;;,' ��d`' `�S.,- j,' '�• 1}{f ,: I I!G"rREi�ICHA>MUCH AS t5 EFtISt�3LE,
<br /> BE LANDSCAPED SHALL BE SODDED OR SEEDED IMMEDIATELY AFTER GRADING. '� * 'K '-il , �`� '' �' '+If O,, I$r ¢0 • f ANDvita°at
<br /> ' + ,' GROUND
<br /> ND AROUND-TRENCH
<br /> FOLLOWING AS IS EXCAVATION Ts,
<br /> `,•;i � r j'{$� + '+ '` AVOID C.ONCENT•RATING FLOWS.COMPACTION
<br /> SUCH AREAS SHALL BE MAINTAINED UNTIL SUITABLE GROWTH IS ESTABLISHED. ` +'�=t"r ^, \ `•' I'-„ !,�{r! ��'.� , , ,, � !•?��- �.✓ %' MUSTBE ADEQUATE-TO PEiEVE:NT UNDERCUTTING
<br /> \- �/ / 3 e I61 1: » Aa �. BURY GEOTEXTELE
<br /> I �/ ,r r�r:>�,tL.� '""`..•.••.:--.� . r :iii � '�` ,. .vA„i�` FLf�itVS
<br /> ROUGH GRADING OF LANDSCAPED AREAS SHALL BE TO 4" BELOW PROPOSED ./ / / / •�!• ~� PERMEABLE BALLAST TYP SEE BURY NCH '
<br /> FINISH GRADE AND FINAL GRADING SHALL PLACE TOPSOIL MATERIALS TO / / / / ,-,..-.:::---4,�. Vti�. ', STANDARD SPECIFICATION '�'{ ( J BACKUP SUPPORT
<br /> N III tit{ ! (TYPICAL)
<br /> / „ t SECEIQh19 43.9 2 �. I tl l �� FEL PQSr
<br /> / / ( ` GEQ'fEXTILE FOR SILT FEA C(? ^.,F 0i,1 ��O ST_ / ( PI_AL)
<br /> REQUIRED FINISH GRADE. ALL GRADES SHOWN ON THE PLAN ARE FINISHED / / \ C) ,, Itl�ttItr (`FYPI[AL} ��
<br /> srr
<br /> SEE STANDARD SPECIFIC, ,( Fl I I It�l i tea /i i
<br /> GRADES. k MlN . i^. " 1 1 0 ��
<br /> r x� 49 SECTICtNS•83 z(1),7, CE f'> Olt t I r;,t
<br /> t �l
<br /> DEPTH ,, r4„ lfr �::: ti� 10h. (h 1!�1'r'5. BUILDING LOCATION, DIMENSIONS, AND GRADING ARE BASED ON INFORMATION LENGTH AS REQUIRED 109'MIN,EXCEPT \ TYPICAL \rrwIt�r�.t .O.: Il�tltll`%' / 1 � �AVAILABLE AT TIME OF PLAN PREPARATION, SOME DEVIATIONS MAY BEr '�" ` '�' ��! �� +'� Ir III!ill / 1,Ile
<br /> MAY BE REDUCED MIN FOR rr r -- "' c� v I!I;;P f
<br /> St'TES IA/rki LESS THAN ONE ACRE \ f'.'r* ' f i �1/ �`� ��
<br /> NECESSARY AT TIME OF CONSTRUCTION. ANY CHANGES, DEVIATIONS, OR s,, r t1 / f cr, ch. /
<br /> OF EXPOSED SOIL OR APPROVED BY INSPECTOR--
<br /> CONFLICTS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING THE ``�° , �t,, f Ip •� "', FABR It1 '
<br /> *e, TYPICAL INSTALLATION DETAIL rll ill 4' 1,,, '
<br /> Q ,f:% tl `JjIJ 1 I// y�C (GEOTEXTILE) :Aft d
<br /> APPLICABLE CONSTRUCTION ITEM. PLACE CONSTRUCTION EQ"rExrlt E RJR SOIL a.•. ,s, 1 �� �( { t�1p1t �f (TYPICAL) � 1 ,1I
<br /> STABILIZATION FROM-THE EDGE OF THE EXISTING ` ---•-,-, fI t�E FULL WIDTH OF # r 1j11 `� 01$1/t
<br /> /ROADWAECT THE THE ENGINEhd EN'rRANGc, TN R ( DRESS AREA6. CONTRACTOR IS RESPONSIBLE FOR FURNISHING AND INSTALLING ALL 1r15rALL BACKUP SUPPQttT FC}Ij- tl�j�il t trig"i y ,,„ r;, #7'rEXCIlE 5EE STI O ,RD 11)` 1�'1 : �101 �ITY CONNECTIONS TO THE FACILITY INCLUDING GAS, SEWER, cJRAS©tREC"rEC�BYTHE ENGINEER 15 M �'UTIL THE GE A rPROPOSED e _ SIECIFlGAC1tJP1 SECT1(7r $.OL �} � � �I�I' �' (WATER, TELEPHONE, AND OTHER UTILITIES INDICATED ON ARCHITECTURAL OR ' �. ' 8 Or0111�1 �i U� 1' tCIVIL PLANS. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE OR 1 � 1�� i�lt j1
<br /> ,;
<br /> a �' r 1 1 It 1 t �1 Itl 11)j,l, 1<'G t
<br /> SCHEMATIC. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES IN `�t ,,f 1'1' Ir Q Ilr 11 G
<br /> F.CTIONS SHALL BE ISOMETRICVIEVV h °,,�\� rl j 1111; 1Iliu j ,--- �NISVr\' T��PIRman.SILT!ADENW ATERFROMfSE ENOUGH ESCAPINGTHROU THIER
<br /> ROUGH ENTRANCE • j• r rr tjIh " "
<br /> �THE FIELD PRIOR TO ANY CONSTRUCTION, ALL UTILITY CONSTRUCTION C�7NSTRUGTIC}N � �� ' p I �4 FENCE Ai"CHE c�VERtAPSHALL BE IN ACCORDANCE WITH LOCAL ORDINANCES AND BUILDING CODES. t 11c'��O,'" SPLICE DETAIL
<br /> 7. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COSTS NECESSARY TO rr - 'oi. f
<br /> �, 11 t i
<br /> � �,�?:". %lrtN� r,lrrrAr �rj j�� f ' : r W50fJ`C STU PLAN l-:iU.l9©2 ACGEP'IABt_E SUEST(TU'rE
<br /> PROVIDE ELECTRICAL SERVICE SEWER TIE-IN, TAPPING FEES, CONNECTION g ' g r. 111111b ilrJ- ,,,..� r, CYPI ALSEL`fFENCE EXCEP"rSTEELPO�rREOIJERED
<br /> REQUIRED BY LOCAL CODES AND UTILITY •�� f__ 0 t-,..- 1� 1P11'FFf BACKUP SUPPORT
<br /> COSTS AND WATER SERVICE ASVISDOT STD Pr1 t•dot} �AGrEPTa$LC St(aS17CUTc �, .,r. a �'`
<br /> COMPANIES. � ''" s �O� _ CITY3VEFET'r
<br /> ., t f V g.
<br /> .. cal( ,.,,,,EVERETTs 4 I S NIETRIC f lea' PUBLIC WORKS DEPARTMENT
<br /> 8. ALL LOT STRIPING SHALL BE YELLOW REFLECTIVE TRAFFIC PAINT EXCEPT 4 g f 1, �. . }� Y�©
<br /> PUBLIC VIIORK�EjRAEtTM�'NT s;+ '`� N �� ��-
<br /> THAT HANDICAP PARKING STRIPING SHALL BE INTERNATIONAL BLUE, PAINT�ca�«a�v .._.. �, � yr 1.2�30/ZQ1fi
<br /> 'fa7lrt�wmiNiltl' �t.YHN•IAA` ''tt�Z� "� ' 'Aims icEAi ?l�NlfilH rAUVI++«VIW e.t '�k77f
<br /> .12/30/7.416 , s�
<br /> SHALL CONFORM TO STATE DOT SPECIFICATIONS. a�,•�� -'.` '' TEMPORARY SILT EE 2 14
<br /> 9. ALL ITEMS TO BE CONSTRUCTED ON THIS SITE SHALL BE COMPLETED IN CONSTRUCTION ACCESS ` '�`� -1 ' � N
<br /> .
<br /> ACCORDANCE WITH APPLICABLE STATE CITY , OR LOCAL CODES. ALL F%42 F ,v.,
<br /> WORK IN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH STATE \
<br /> AND LOCAL REQUIREMENTS AND STANDARDS. ''`"r/,
<br /> \�6
<br /> P
<br /> TEMPORARY EROSION/ y
<br /> SEDIMENTATION CONTROL NOTES ..-f ,,
<br /> 1. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE NOTES ,;,;' .
<br /> FLAGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE. r,. Y
<br /> S�MAXI 1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE s ; o;
<br /> l END OF THE PROJECT, 'r ` '
<br /> AFTER THESE AREAS ARE FLAGGED AND CLEARING LIMITS ARE APPROVED, �i�
<br /> AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, DRAINAGE GRATE ;tsy ,.
<br /> _"_ TRIM
<br /> BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED. THE TOP OF z, CATCH BASIN INSERTS ARE ONLY To BE INSTALLED Irt
<br /> DRAINAGE DEVICES PER THE MANUFACTURES d; 'y ,;.
<br /> THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A SILT �3;;a'�' x RECOMMENDATIONS.ci3TCH BASIN INLET(H Izr
<br /> FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN GRATE FRAME �^� SHALL BE INSTALLED IN CURB INLETS.
<br /> •"" OVERFL OVV BYPASS � :�
<br /> ORANGE BARRIER. gf°y ,` ' .�� �"
<br /> ,, .,, , ,, BELOW INLET GRATE 3. CATCH RAsIN INSERTS SHALL BE(Ns`lALLEQ PRIOR`rQ _ :
<br /> 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,
<br /> SEDIMEN'.r +� DEVICE CLEARING AND GRADING ACTIVITY OR UPON ,- "er' `t '.'�
<br /> OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR AND DEBRIS1'
<br /> ��>' PLACEMENTOFANE�lCA1'C`F BASIN. ���.•
<br /> TO INITIATION OF CLEARING AND GRUBBING OPERATIONS, , r/ , � F
<br /> ref -FILTERED WATERI J
<br /> . :� 9. SEDIMENT SHALL BE REMOVED FROM THE UN,
<br /> S WHEN IT BECOMES ONE THIRD FULL OR IN_, • ', p .
<br /> 3. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION 1 �`�`
<br /> INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR. NO ' ' �
<br /> _ _ _ ACCORDANCE WITH THE MAr1UFAGTURE$``�•' 'I��i
<br /> I TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE - INSTRUCTIONS. }fir
<br /> i;.'� Asa>,>>
<br /> APPROPRIATED PARTIES. .",,r 'J".,
<br /> t_ 5. SEDIMENT REMOVAL SHALL BE ACG4MPL1SlfE17 B'f4 tL,
<br /> 4. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR REMOVING'THE INLET INSERfSt•E 'P1YiN6,AND ',
<br /> F
<br /> EROSION AND SEDIMENT CONTROL. REINSTALLING IT IrKTO THE C ` .BASIN,DO NOT :'`^
<br /> i WASH SEDIMENT INTO STOI DRAINS WHILE : 4
<br /> 5. AS CONSTRUCTION PROGRESS AND SEASONAL CONSIDERATIONS DICTATE, Is CLEANING,
<br /> THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED4
<br /> AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL. ` 6. SIZE THE BELOW IMAMATE DEVICE(BIGO)FORME
<br /> STORM WATERS STRUCTURE IT WILL SERVICE. .1_,``
<br /> 6. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S SHALL BE
<br /> MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ��` �`' %`H
<br /> 7. THEBIGE3SHAI,L'HAVEABUIL"F•IrlHIGH-FLOW RELIEF >;y !
<br /> AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES SYSTEM(£1V,RFLOW BYPASS). "W
<br /> ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. SECTION VIEW `` .
<br /> °r;r �d`n
<br /> 7. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE a. THE GD WITHOUTEVAL TSPI MUST ALLOW CW REMOVAL OF ''?,
<br /> T 'J�,�Gt1 SPILLING'TITF.COLLECTED � '•
<br /> MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF-PRODUCING STORM, ty $TRIAL. -
<br /> TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL `,':;'
<br /> .4
<br /> OPS-ERTAPTDRAR"DN-StAPIENCITPEICWATI1COEIsr
<br /> ACCU(L6APtCE WITH �FACILITIES. RETRIEVAL SYSTEM 3-D':3(14 '*,,\,
<br /> 8. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, -rYPECAL ;%
<br /> SIZE, NOR LOCATION OF PERMANENT PIPES, RESTRICTORS, OR DETENTION I/ '`.
<br /> FACILITIES; BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL DRAINAGE GRATE s, `
<br /> BMP'S ONLY.
<br /> 3 - •
<br /> A� .,,4 'Xi/` t
<br /> 9. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD i53:1�' �''`•4 r.
<br /> AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED. FAILURE TO COMPLY `'�•' \
<br /> 1 WITH THIS CONDITION WILL RESULT 1N ALL WORK ON THE SITE BEING �"-: � .'
<br /> STOPPED. ' brf' �•\,,,,`\
<br /> 10. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, 1 :'s"`,,
<br /> MEANS OF CONTROLLING AIR POLLUTION, �m
<br /> AVAILABLE, AND REASONABLE6'' WSDOT STD PLAN I•tID?a 4aACCEP[ABLE SUBSTITUTE IF
<br /> INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, BELOW INLET GRAT
<br /> 1•aF MAINTENANCE MEE:'rS NO 1-5 h
<br /> WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE, AND INSTALLING !,� DEVICE ' •
<br /> • OVERFLOW BYPASS
<br /> �, 'TYPICAL ,r.�:r��1 '�,�.
<br /> AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION M r�% "`"IP'=`' rY OF EVERETT '`
<br /> VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF , �_`''¢ {*
<br /> •
<br /> TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR 41 �, `•r Tr PUBLIC WORKS DEPARTMENT �\
<br /> THE PUGET SOUND AIR POLLUTION CONTROL AGENCY. ?�"�
<br /> 11. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES.BY THE END OF {c: ISOMETRIC VIEW µ � •
<br /> TH_F DAY AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY ,•' STORM DRAIN INLET .. �,
<br /> CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE Tst< PROTI~CT10N rr
<br /> CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). I! 6
<br /> l
<br /> ... ,
<br /> -` '�+, TAX ACCOUNTNO.(S). SITE ADDRESS:
<br /> �� ; ;;,- k
<br /> 28052000203000 10521 19TH AVE SE
<br /> R
<br /> EVERETT, WA 98208
<br /> � \
<br /> f Y
<br /> , VEGETATIVE COVER BEFORE CLEARING G& UTILITY CONFLICT NOTE: GRADING AND T E.S.C. PLAN FOR:
<br /> ' Western
<br /> %' GRADING. CAUTION. F wA r
<br /> ,; (425) SILVER PLAZA RF,TAIL & OFFICE
<br /> ENTIRE SITE !S POORLY MAINTAINED RESIDENTIAL LANDSCAPING. w 4 Engineers,
<br /> '` THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND 'W , I A Inc.IIEGETATIVECOVER AFTER CLEARING& GRADING.' DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY ( '� ��,_, z ���®�700 ,SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M.
<br /> ALL DISTURBED AREAS SURROUNDING SITE WILL'BE COMMERCIAL POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR ��,
<br /> TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1--800-424-5555 AND ;,� + i ---- CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> LANDSCAPING. THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS .•i 9 - --
<br /> p , 45844 SURVEYORS 0 PLANNERS s ENGINEERS OWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES GI STEICs
<br /> SOILS: AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND �`SIONAL ' . LAND USE CONSULTANTS TAS 01/25/17 J. JARRELL 1" = 20'
<br /> ALDERWOOD URBAN LAND COMPLEX ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CIVIL ENGINEERS 'a LAND SURVEYORS
<br /> CONSULT WESTERN ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO.
<br /> WITH CONSTRUCTION. > -02.-- 1 J *** 9740 EVERGREEN WAY * EVERETT * WA * 98204 *** 151415ABASE.DWG JAJ N/A 15-1415-A 3 OF 7
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