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.1 _,. _ <br /> ' NE ,NW EC, T, N, 1?SE Wiki <br /> CITYOPEVEREJT,1/41/4S7 WASHI28NGTON <br /> CITY OF E VERETT GENERAL NOTES <br /> 1. ALL WORK AND MATERIALS.SHALL BE IN COMPLETE ACCORDANCE WITH THE SPECIFICATIONS <br /> AND STANDARDS OF THE CITY OF EVERETT(2005)AND THE MOST CURRENT VERSION OF THE <br /> APWA STANDARDS AND SPECIFICATIONS. <br /> 2. <br /> THE CONTRACTOR SHALL INVESTIGATE AND VERIFY LOCATION OF ALL BURIED UTILITIES OR <br /> OBSTRUCTIONS IN THE CONSTRUCTION AREA PRIOR TO COMMENCEMENT OF WORK, <br /> CONTRACTOR SHALL COORDINATE WITH WATER UTILITY, SEWER UTILITY, GAS, TELEPHONE AND <br /> ALL OTHER AFFECTED UTILITIES FOR FIELD LOCATION OF THE RESPECTIVE EXISTING FACILITIES. �\ <br /> 3, THE CONTRACTOR SHALL DIAL 1-800-424-5555 PRIOR TO CONSTRUCTION FOR AID IN �\ <br /> LOCATING ANY UNDERGROUND UTILITIES AS APPLICABLE. ' �\ <br /> 4, ALL CATCH BASINS OFF CITY RIGHT-OF-WAY SHALL HAVE LOCKING TYPE GRATES OR LIDS. f �, LEGEND <br /> 5. BACKFILL TRENCH OF CULVERT PIPES IN LIFTS OF 6-8 INCHES AND COMPACT TO 95% <br /> \ A i. CENTERLINE , <br /> RELATIVE COMPACTION UNDER ROADWAYS AND 909 COMPACTION OFF ROADWAYS. I ,,, <br /> 6, ALL METAL PARTS AND SURFACES MUST BE MADE OF CORROSION RESISTANT MATERIALS OR \ • <br /> ' f I O PROPOSED STORM DRAIN CATCN BASIN(CB) <br /> BE ASPHALT COATED TREATMENT 1 OR BETTER. \ • 1: <br /> 4\ \�\ <br /> \ PR <br /> � .. , , OPO T <br /> . ,. SED SORM DRAIN CATCH <br /> '\ ��\\\�\ "'�,+r...,, BASIN W/STORM FILTER <br /> 7• ALL AREAS WHICH HAVE BEEN GRADED AND ARE NOT PAVED OR GRAVELED SHALL BE SEEDED <br /> I <br /> \ \y �\ <br /> WITH GRASS NO MORE THAN 30 DAYS AFTER EARTHWORK IS COMPLETED. \ \\\\„\\\ <br /> '4..: ;•: •, PROPOSED STORM DRAIN MANHOLE SDMH <br /> g, FRAME AND GRATES SHALL BE CITY OF EVERETT STANDARD 405, OR AS SPECIFIED. <br /> \ . b ��\�\\\\\�\ Li <br /> t ".' '�,•..7,,,:':::.1 ❑ EXISTING STORM DRAIN CATCH BASIN(C8) <br /> \\\� • <br /> \\�\�\ I �, ;; {,' -,.,, :� oQ EXISTING STORM DRAIN MANHOLE(SDMH) <br /> 9. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE \\1' k <br /> \�\�\ \ 7,,. /UNTIL IT HAS BEEN TESTED, INSPECTED,ANDACCEPTEDBYTHECITY. \� \\� \�\\��\\ I' `�r'r4 - /,' � <br /> �\ \ ! , ■Yp STORM DRAIN YARD DRAIN(YD) <br /> 10. ALL ROOFTOP DRAINS SHALL BE DIRECTED INTO THE STORM DRAINAGE SYSTEM VIA THE k <br /> ` 1 .;..'.:1.,;',,?: r.* , <br /> NEAREST CATCH BASIN. \� \ � � ��� � � a` : '�� `'.; •, 4 ,' <br /> , u STORM DRAIN CULVERT INLET <br /> » ,. \�\\�\�\ \\� k �1 �.', AP 10SWT L' IAN f �111. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO \�\\�\\ 1 r 0 1?� t'WER`,AIIENT 0 SANITARY SEWER MANHOLE(SSMH) <br /> STARTING CONSTRUCTION. ���\�y A1,r,I , `./,/ ,BAsEI Q111.CITY,Q ,,, 1 �` <br /> • <br /> A .: 8411;T S WING r, -- o :IV <br /> ITARY SEWER CLEAN OUT(SSCO) <br /> 12. CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY INSPECTOR AND SHALL BE '':` <br /> RIM=460.24 �\ .` ,h / D4 ER VALVE <br /> 0,1 <br /> RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION. !E'6" PVC(E)=458.22 I. I '1M:4405,01 ! '& <br /> i �+ �• {dye ® ER METER <br /> THE CONTRACTOR SHALLKEEP TWOSETSOF P ON-SITE / ALLRETAINING' , <br /> 1 EE (2) LAMS AT ALL TIMES FOR RETA N NG WALLS SHALL r'`} /: '' .`: <br /> 3r <br /> APPROX ATE LOCATION OF UTILITY � ;.;. ...< ,., 1 ,� F .., �. <br /> RECORDING AS-BUILT INFORMATION;ONE(1)SET SHALL0 BE CAST-IN PLACE CONCRETE ' ,, I <br /> BE sueM1TTED To WESTERN EXISTING WATER SEWERNOT�'. ,,�\ Easy'ENT, BASED ON LOCATION i ,x , 2� HYDR,aNT <br /> maims.. \, OF UN,ERGROUND GAS LINE AND , tiY° <br /> WATER MAIN LOCATION WITHIN EAST CADY ROAD '� � '' ` <br /> �'��-' „�.. ,� OVERHEAD POWER :�. VALVE <br /> 14.GRADING OUTSIDE CITY RIGHT-Of-WAY SHALL CONFORM TO CHAPTER 70, UNIFORM BUILDING RIGHT OF WAY AND PRIVATE WATER LINE LOCATIONS T : I a <br /> \, -�- POWER POLE <br /> CODE ARE BASED ON AS BUILT INFORMATION FROM CITY d q f <br /> OF EVERETT. PRIVATE.SEWER STUB OUTS BASED �:...,f.- ::,.-�-:-� �.:��. ,.'::'. ^.; \ \ ,.,..a .. , ... :,. .F ...:. ;: -. <br /> .•,... � :,,7'.-.7''',1.7, .:".7:�,... �\ ,• . ..::.. .,.,,.. ,., • ;_, ,•., r._.': E- UTIL OLE ANCHOR <br /> 15.CONTRACTOR..WILL BE RESPONSIBLE FOR CONTACTING WESTERN,ENGIN 1 WHEN FLOW - � .,. : .� i•.,.,• ,,,..,.,, .:. •,: , , .5 � ( •. .. <br /> EERS, NC, ON AS BUILT INFORMATION FROM CITY OF EVERETT. :•: \�\ ,,,x Y: <br /> :, . :F :;;...I, <br /> RESTRICT0R FOR BE DETENTION IS ON-SITE AN :'. " <br /> E D BEFORE IS ItVI AT THI Tl ..:: •• :yw;-•gin<. <br /> E CE S ME AN ,. " �\ <br /> �. � It' f OLE <br /> .,,.., •t... ,.'-,, .,,1 .::1, I ::.,4 141 1 -..:,.:.. , -....:. , •'''''''''''': <br /> .. ...... '''''':':'C''' <br /> ,......,,,. <br /> AS BUILT WILL BE DONE ON THE FLOW RESTRICTOR. ,, ,.. xt "�1`�'��, <br /> ONCE RESTRlCTOR IS IN SERVICE IT _ ...,... . ..,. .:''''''''''...''';;1..."q7 ,><„ �. <br /> PRE TREATMENT VAULT <br /> 4F <br /> 1 - <br /> W <br /> WILL BE THE CONTRACTOR RESPONSIBILITY TO PUMP ..,.� ,,-. I[ ,,.. ,.. . ..,r. ..'441.'d''''. <br /> .,,-s,. .. ,., ,.._. <br /> S U OUT'SYSTEM PRIOR TO THE A !T <br /> :':' , / . i <br /> E S 8U t ... ... .. ''`:-,•'-''''''''''''''''s'-:-.. '. ..,: ,.."....-• ,. 1, T AT I UN <br /> H 0 EC ,. ,, ..:.,. _ .. ;' .,�: „/, �',,:•: Sri: tQ <br /> : ... , ,.... ...:. 7 ELECTRIC JUNCTIO 80X <br /> r <br /> 1 } - .• 1 <br /> R' T <br /> a <br /> SEED Al 6) ,.. ,.. ..,. :. ...,,. ... .. ;...... <br /> EA <br /> M <br /> DETAIL SHEET ,, .. v <br /> IT!S THE RESP0NS181tiTY OF THE DEVELOPER CONTRACTOR, _� -.., ,: 4:. .'• ..,`.• ;_ ,,,t.,,, <br /> OR THEIR AGENTS TO NOTIFY D <br /> RM 632 .. <br /> .. •.t, :.,' � �..', Q ETT. 1 <br /> THE <br /> CITY INAVOF THEMM N M NTOF ANY .,.. ,,....,.,,..:._,. ,......::. ;'... <br /> ADVANCE CO. E CE E AUTHORIZED WORK AN T A ... ... ..,.,. ..� :.. .,..... .,a :,.• � :_..- , ,.............:...,,. .,,.. .. .:'. .,,;. .:. _ ,,,. <br /> D 0 H VE ALL ..,,,. ,.,. .,..... .•._ ... .. ;...:. :. A Br <br /> _. .. r .. �. „�, ..., r.:.�s�".. .... PROP <br /> 0 0 <br /> . i ..� �.. , .- OSED PAVING <br /> 0 SEC ED AS CONSTRUCTION PROGRESSES. ADVANCEDNOTIFICATION _ .. ,. .. . . - .�,.. .•.. .., , <br /> IS REQUIRED <br /> , ..,..__ ... ... . ..._... ... .. N..< , .._. r,«„� 1.. <br /> Cq ;. <br /> W 458.20 ,.,,_ - -.,r .. ,. .:.. 1, :: ,.. .. ,1.,� ., ,, tr...,. ;.^ ..,,,,,,,,,,,,,,,,,,,,::,,,,,,,,,,s,,,,,:,,,„„,,,, <br /> N. :t <br /> C f+ R ' <br /> ) ( � 1 <br /> 1 1 <br /> FOR CHE NG OFt <br /> S DUL INSPECTIONS. t > <br /> ,t+ <br /> �� r <br /> f ,, <br /> W ! <br /> y S <br /> } <br /> l i, <br /> ✓ t r <br /> E -r 1. :'".., <br /> DMH#1 2-CARTRIDGE <br /> �. ,. ,.. <br /> I <br /> 1 S .. , ., .,....: ,. ..., .. _., ... 1 } <br /> n .,. +.,:..�.,... ..,.,:...... ,. .. ,, SED AVSD OFF LOAD AREA <br /> "STORM7:6 <br /> �y ;, .+„t. .,, h >,� f1<. ".Y• .t: ,:;-e•, >?r.,tSas; - ,eFILTER ..:..: :<,....,- ,;,.:. ,. .. ,, .._ ,.. '7:::::t::::::::::.::;:::::::., <br /> �,:.;r,.;,�..,..,,,r.f.,.. •, ..-r� �: I�w,• <br /> 16. <br /> ALL FIELD ADJUSTMENTS SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER. ;.. ,,:- >�...�„�,�. t.:,., •,:•• ,... ...... � ;:/,>•.�::,,:.:, }:-,r. •,..a {_ ..}r.,,. ,, ...a.. 1,...;.., ..... <br /> 17, I 1 <br /> :`�• .:l'. �(Y 1;�,/�.Y y�1? 1-rt f.r 1111 4'7 k.,t],V,`.t`_,�.�lY;r��,lY }�:vf" 5,!':•���I,.f r .� <br /> RIM=463.4+ �.. t.sk,fr:/� ,�., ,,:,� :r. ,;.��. f�/t z _ x7 ;I J}_' <br /> #?. .<,._,+� )1 -i,.�s4 k.n,yy •k'1 t. i wy>L-f f.'�'..!:: S k.v`t ri>i .7;a%R-'S�'.,S„7 <br /> ,,,y>.k. ryi!'J r:.;.,f..r ry.,3`Y ;t r.+�.<•a.•n.:m s t:.r, <br /> iIr D •.a ,r. •,- s•t• :'r..-, ,.�;..,y. .4;f v •+6`w..c t,. ,t r t;. :F� `�x'� <br /> NE 1'Y'�'Al�,�/�//�'�?j/71 L(�J\ � jn(T!(�T�(() (/'� /,,`.,� 1' :, s:...•s��t.-, ., 2+, .� � ;,K /nr, <br /> Y•t l/A � . A'�Vr�j]-'/�(/'�Ji�ta +.BUNK la'R v,f:B -r.t t.'.1,:'s},Ir..�:'f t�� :'A / /fin/ <br /> ���,++�•+ t Y ,;tG t,r ,5.,.rt..k+ti Y'f-.:....{,� ':'t,.o 7....�i '.".3:. !f <br /> } <br /> E 4 .1 ' j <br /> E 58 0 <br /> STREETS ARETOKEPT .. <br /> OFF-SITE EE BE N AT ALL <br /> CLEA • <br /> J _ ., t•',?,•r,.+tK..,. i:'!:. .:•Si..ry �). ✓' yi�r.,•,,,`y ,.,IrL:1> V <br /> w �, t.' ,'t$t '1`i'`:,..,,.. tee.•' / <br /> ,.•r. � r ) ���,,.�: .�, y:{', ,� _ BUILDINGS TO <br /> �, �.; , .<,. -_ ,_ 468 E REMOVED <br /> •� ( ,�:. .� .,.�'s'.S,r,1>7. ,•:'.7•..ur(..T �iir,-;: IIE(W-455.1� :IF: <br /> ., .41, /a 44 2,`5 f:r,,r.y?r..:,JhC r r ,•�'4,�',�,rr, ,>a:. �) � � ii;' /«+�.rY.a. . :.tt:.� >4�:, 1-.-Q.,, ,.;Y::,J >• ILLCf/!t/1/ /�,`, � ., ' �,j ).r+`:r,,�>n;��,},�c.••;t:,,�.:,.s<• �c I!" 3a < JA COPY OF THIS PLAN MUST BE ON-JTE WH N V R C N TR 1 . I S+,( a cis: ,'ly173 4 t'*'''' <br /> F15'rxC-e.:..h�':t,',,Ef;�,�'19. S EEE 0 S UCT ON!S tN PROGRESS. SEE DETAIL ON SHEET 67. ,, f "?•ii:, a�•,b,t� f,`rr ly ;�+ ���?r�F .3:..:�,• 1I /l7lT/i77T7i( ) •8LF 12 C#3 �D SD ` t,,.. � t � ,0.00RM 640 -:.• Sj� � (, `1i�rt �`'w,�.z' �" '�EXISTINGLANDSCAPE f 1 p9tF 12"SD ' ` l:,",t <br /> 4Q v _ sr�#r ', / ,S=0.033 IE=461.48 1 1 ;:, s r , 4 1 ADUACENT BUILDINGS <br /> 50.007 i� 6,�,Z, � �� z. 1 ri'. I G ri� f f�i c 5.,. .1 S. IEX. CB r..1 �� J.fr:ri , 'i.-Vit• 1T' � •7 SF :��., .r, � . � � :,.. ,I _ ,.:. , ,. ,..x.... ...,, y,!.y, t .a' S., ..' F 11 t� 1F4S R 4 ' Y -106 :I': <br /> r <br /> r23 <br /> 1. <br /> _ 1% 1 1 T <br /> SIN N <br /> i EX G CO CR <br /> .C. !. . ETE <br /> }t>r :l.�J • �7S 1 ��;i►Q Q 0 I', _ r,t ,r:. 7"E � PVCW 42. 0 , i ti' 1 . 1 r <br /> tt 1 l , <br /> '. .Y� ,7. I•.. fJ r <br /> „ <br /> 1' S <br /> II,i: tt tt 9,f 1 EX. SDMH f., . , .,.-:• t.. .'. <br /> } s; r r' <br /> s <br /> PRO <br /> ,• POSED 1 <br /> r <br /> ..,. I. <br /> � a. EWALK <br /> S 0.050 �..:- ,, <br /> �.. f s. �•� � ,:., `:�� <br /> C 6 83 , <br /> U <br /> ! <br /> !� i <br /> J <br /> i. <br /> l <br /> / <br /> i <br /> t <br /> r 4 <br /> , v! <br /> E RPN 4 '.."'.,,.',3:;',',;.'',.:!,V''''''',,:1,''''' <br /> 2 S 53 .r .i . <br /> C 20 <br /> > <br /> 1;' <br /> i <br /> RCP( <br /> N, <br /> EX1ST1 N <br /> IING CO CRETE RETAINING WALL <br /> _ t 25 ROLLING GATE � 1 , , <br /> 9 <br /> ,...,I ,:,,,,,,:r",,,,,,,,,,,,..::, . ,,-, r' - ,.. ,...• F,; ,. :,.8:1.,,, :, , ;, , EX. SDMH <br /> .� 25 ROLLING GATE <br /> �la'�' F. ..� --�- . call h' a RIM=469.59 PROPERTY LINE <br /> \ �► • s s� :, . � ....,.�......� ,� IE 24 CMP(N,E)-455.75 _ __�.._ _...�.:....' �� '� RIGHT OF WAY- -- rd. ,. .. 6, . , _ a v / ��� e L�1,P v' /,Ql' "� EXISTING LOT LINES- ,�//___�_I�/� a �,o _ - OHP----- aW �1 • INDEX CONTOURSw _ - - �.. - - OHP .,. _,, -wSD _ J SD ■ W W _ \a <br /> O W .. <br /> - SD _ CONTOURS <br /> » SD W - <br /> 4 6 SD SD S p SD Sp -'" W W EXISTING VERTICAL CURB <br /> 3+50 4" 43LF 24 0 SD S=0.0084 272LF 24"0 CMP S=0;0084 __- - "-- - SD SD __S ❑\� Q <br /> � s 3+0o ss - - _ 2+00 1+00------4 68 •o O / �'� , <br /> GTi�J'•'r- '.$_ -. cc�.r sc r, SS- / . 4et►� ////////////// EDGE OF PAVEMENT <br /> -------------- / ``��, , X X X FENCE(AS NOTED) <br /> A L. D WOOD FENCE <br /> INN, (W F) <br /> ■ _ <br /> 3/8" x FULL DEPTH ------------ I - <br /> .--- __ EX. 4 (CLF) CHAIN LINK FENCE <br /> EXPANSION JOINT EVERY -- -�-- --- 00 ' \ <br /> -�--- RIM=470.38 ' <br /> "'- -®- -----. ----= ....® 2,..., <br /> IE IN(S)=460.01 WRF WIRE FENCE <br /> 30. MATCH CURB. , (WRF) <br /> V-GROOVE IMPROVE AS NECESSARY / � _ _ O- <br /> ��. IE OUT(N)=459.90 <br /> -459.90 <br /> 1/4" DEEP DROP CURB ENTRANCE CB#S,TYPE 2-48"kc DROP CURB ENTRANCE S10EWALK p SIGN �� /��/ // DROP CURB ENTRANCE `,, <br /> V-GROOVE STA=2+48.15, RT=7.70 STANDARD DRAWING #307 SEE DET <br /> STANDARD EASEMENT/BUFFER LINE <br /> (TYP) STANDARD DRAWING#307 (TYPE 1 DRNEWAY) DRAWINGS#06 OW) �� QHP POWER(AERIAL) <br /> RIM=465.24 STANDARD DRfVEWAY#307 �� <br /> DEEP (TYPEi DRIVEWAY) �`� ,'STA=2+77 (O.C.) IE=453.55STA=2+31 (O.C.) �`EX. SS STA=0+78 (D.C.) Z SS S5�'-- EXISTING SANITARY SEWER <br /> •#4'14'4'. <br /> 3/8"xt-t/2" RIM=464.79EX. CBbA DUMMYJOINTIE IN(S)=454.49RIM 465.40 _ NOTETOREVIEWER.' ` %' SD PROPOSED STORM DRAIN <br /> » » <br /> 111°:11$*.1(‘(4P1)4 <br /> 15INTERVALS IE OUT(N)=454.39IE 8PVC(N)-464.193/8 x1 t/2 IE 4"FLEX(NW)=464.35 PARKING FOR 97 VEHICLES- ; <br /> se . <br /> DUMMY JOINT SrR� Z SD, EXISTING STORM DRAIN <br /> 15 INTERVALSN �� TANDEM PARKING(8.331X1 7) <br /> •N. <br /> 111400 101° . OFF PUBLIC ROAD - TRANSPORT -�` X. �- EXISTING BUILDING SETBACKS <br /> .... `�� OFF LOAD DRIVE AREA <br /> nir. <br /> .. SEE DETAIL BELOW Qr..I,11*G,,,ed\ . <br /> COLD JOINT sit, <br /> I,:f <br /> i���� <br /> '% ,nP . <br /> ,„,.., <br /> 1 2"x FULL DEPTH y y „ `/ A O SCALE 1 = 20' O a9 de`' ,,`�`>� .o�S" \i' P.L.14,.. ....7..N APP 0VEXPANSION JOINT EVERY <br /> „, �� �■ ts 0,,, oto9:,,,, `�:"`:.,�P�`CURE&GUTTER �. .� � � a t►c! ,, '+ •Wil• -I� ED <br /> 30. <br /> `Ss" O 20 40 R steA •0 m,. 6°.. _ �,�i J <br /> VIEWS / �,�' .P,�, t�rfo `�.{ott'�aw�,'�•" �".„,.....:4 <br /> EV 'ETTP pAV�� tyle <br /> 5' TYPICAL <br /> 1/1. y 6" 8 t' , �r ,✓ �`"P 1C S RVICES D E <br /> COLD JOINT (SEE NOTE 7 BELOW) <br /> © 46,eg fi '0 Qe� PUBLIC WORKS <br /> `'' i<<5 c ., t DEPARTMENT <br /> D <br /> "A-t"CURB&GUTTER 0.02:1 CEMENT CONCRETE A v of -�� UTILI IES j NAGE <br /> SIDEWALK Q �' <br /> SEE STD305A /�«; .y .v <br /> • .,., ,,, '",••., •',' �``� ` -+---12"--�-'+► ��� � 1 STAR• G AI. CONS R1UCTI0NlRRtOR TO <br /> • <br /> 1 <br /> �, 6 PROJECT. � PROVAL FOR TH:::'; <br /> C <br /> `•• ,f,:,.• •,::r+,� 6 ;` .f;�.� .,, tNa. Cl T 1'ENGINEER I S CONDI Tt ONAL PER CURRENTR <br /> • 6" Qt�� AND EXPIRES:N.29-C9 9 <br /> �/ �! rOPeRgi=,Sg:ACTED <br /> TYPE"A-1"CURB 5'MIN. O Ss; �' ���` 7' 465 FOR CONSTRUION HAS BEEN . <br /> PER STD 305A CEMENT CONCRETE SIDEWALK 16 tFll WE HEREBY DECLARE THAT THE ROAAND STORM <br /> TO 95� DENSITY PER STD DWG 306 VT <br /> \\/, v tt71 414 cli <br /> .; ,, ,1,. ,•f, •,; o <br /> IMPROVEMENTS ARE LOCATED AS SHO <br /> WN THESE RECORD . <br /> TYPICAL. SECTION " M - Q18" - <br /> TYPE A-1 CURB. G 464 BY: <br /> NOTES TOP COURSE 2"MIN HED SURFACING Project Engineer/Surveyor Date <br /> WALL SECTION (TYP) BY• <br /> VI <br /> 1. SIDEWALKS SHALL BE A MINIMUM'OF 4"THICK,AND SHALL BE CLASS 3000 CEMENT CONCRETE. <br /> WITH AIR ENTRAINMENT(MIN 4,5 7 MAX 6.5 9':). <br /> NOTES: <br /> L`�Cf: <br /> ,�-'�,� Plat Developer/Owner Date <br /> A NT 1 Y 1 L►J IZI <br /> NOT TO SCALE <br /> 2. FULL EXPANSION IIIITISMAPEX:,,,,ig <br /> SHALL GENERALLY BE PLACED TO MATCH THOSE PLACED IN ADJ CE <br /> CURB& UTTER, SPACENGOF30 FEET, FINAL SPACING QETERMI,NATIt�N SHAI•I, T E UALSWIDTH OF DR! EWAY AT PROPERTY TAXACCOUNTNO.(S): SITEADDRESS..•BE DECIDED 8Y THE INSIN THE FIELD. G1 V LINE. CALL TWO � ""�,.,�,� <br /> 2 3 8" WIDE FULL DEPTH EXPAN TION J01 N T. r 28050700201200 , d.�r'6927, 6929, �C 6931 EAST CADY ROAD <br /> 3. SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95%OF MAXIMUM DENSITY. O / V11 DA 28050700201700 EVERETT,WA 98 <br /> 4. SIDEWALK SMALL.�E AT LEAST THICK IN DRIVEWAYS AND BE ROLL CUR®. ® 3/,� WIDE FULL DEF?TH EXPAN TION JOINT <br /> IF 1 S 5 OR GREATER r 28050700204400 . <br /> 5. THE FINISHED SIDEWALK SHALL BE SPRAYED WITH A TRANSPARENT CURING COMPOUND COVERED BY EOEO T �« <br /> WATERPROOF PAPER OR PLASTIC SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. DRIVEWAY TD BE SURFACED WI TH ASPHALT OR CONCRETE. 1 '`5 '' �� E �'1= `y1 :r <br /> CURING TIME SHALL BE FOR A MINIMUM OF 72 HOURS. - ___- 1 O�-4�4--5 5 5 5 �5 - <br /> 5 DRIVEWAY CEMENT CONCRETE SHALL BE A MIN OF 6 (.�',_2 �� PFN <br /> 6. ALL JOINTS SHALL BE CLEANED AND EDGED WITH AN EDGER HAVING A 1/4" RADIUS. O ��' Y " <br /> THICK INCLUDING WING RAMPS AND PLACED ON Ar,-..- <br /> . <br /> :"{" ;k <br /> 7. SIDEWALKS ARE TYPICALLY 5' WIDE, EXCEPT 6' IN COMMERCWL AREAS, OR AS APPROVED 8Y 2" UTILITY C0 LICT NOTA'. '". C 4, :::n8'''''P. <br /> ROAD AND DRAINAGEPLAN <br /> MINIMUM OF CRUSHED SURFACING TOP COURSE g 0 .�� <br /> THE CITY ENGINEER. COMPACTED TO 95� MAXIMUM DENSITY. CAUTION' o� 1rA LS�► 'es'te <br /> �' ;->y., (4 i44E � ers,!► � 356-2700NE 1/4 1VW 1/4 SEC.7 Tf28NfR.SE MDEPTH OFALLEXISTINGT1LITIESWHETHER SHOWNONTHESEPLANSORNOT, BY •.T�, .., ,;� �w i;:;,;,��,�.,,� 1'� � , , � .� w. • <br /> '��,=. CITY O F EV�R�TT 5-6--1996 POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL A:AV <br /> ERTICALLOCATION+PRIOR ��`���`� ��'1►.' 'F "fi, PUBLIC 1A�0R�(SCEMENT CONCRETE gate. C.E.M:�.NT C4.NC«RETE DRIVEWAY TYP,R--1 TO CONSTRUCTION. THIS' HALL INCLUDE CALLING UTILITY LOE� i-800•-424-555 AND �', ,4 �,� >�1� � (� '�`:� CITYOFEVERETT,WASHINGTON'vERErr ENGINEERING&PUBLICSIDEWALK DETAILS - THEN POTHOLING ALL OF;THE EXISTING UTILITIES AT LOCATIOOF NEW UTILITY CROSSINGS �� �`'�� •�' '` s 6 NOT TO SCALE 8784�,'� '� 04SURVEYORS•PUNNERS•ENGINEERSDRAWN8Y DATE REV. BY DATE PROJECTMANAGER SCALE <br /> SERVICES DEPARTMENT COE Std Owq: (STD. DTL. 307 TOPHYSICALLYVERIFYWIETHERORNOTCONFLICTSEXIST. TIONS op, <br /> F SAID UTILITIES BTYr, ti <br /> AS SHOWN ON THESE P 5 ARE BASED UPON THE UNVERIFIED PUBLIC INFORc.MATION AND �r s'Sj ,;< <br /> ill <br /> ONAL LAND !>J5E CONSULTANTS TAJ 03/31/08 06 TAJ 06/23/08 BARRY CONSTANT 1 -20 <br /> ARE SUBJECT MESE P1nN. IF CONFLICTS SHOULD OCCUR, THE CONTR opR SHAtI „ <br /> CONSULT WESTERN ENG! �',INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING CIVIL ENGINEERS 0 LAND SURVEYORS DRAWING FILE NAME CHK. BY F.B. N0. JOB N0. SHE NO. <br /> WITH CONSTRUCTION.• ' <br /> * <br /> (" ' 1 ' vtry tun tAbud• <br /> 1i <br /> EXP R � <br /> `� d ( 13000 HWY 99 SOUTH EVERETT WA 98204 07897ABASE.DWG BRc 07.897A <br /> 7 897 A 5,06 <br /> of 6 <br /> . U ria"'1 'A-' paw%Ai <br />