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<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:
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<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 ,. " �\
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<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
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<br /> WILL BE THE CONTRACTOR RESPONSIBILITY TO PUMP ..,.� ,,-. I[ ,,.. ,.. . ..,r. ..'441.'d''''.
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<br /> S U OUT'SYSTEM PRIOR TO THE A !T
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<br /> DETAIL SHEET ,, .. v
<br /> IT!S THE RESP0NS181tiTY OF THE DEVELOPER CONTRACTOR, _� -.., ,: 4:. .'• ..,`.• ;_ ,,,t.,,,
<br /> OR THEIR AGENTS TO NOTIFY D
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<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 :,.• � :_..- , ,.............:...,,. .,,.. .. .:'. .,,;. .:. _ ,,,.
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<br /> 0 SEC ED AS CONSTRUCTION PROGRESSES. ADVANCEDNOTIFICATION _ .. ,. .. . . - .�,.. .•.. .., ,
<br /> IS REQUIRED
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<br /> ALL FIELD ADJUSTMENTS SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER. ;.. ,,:- >�...�„�,�. t.:,., •,:•• ,... ...... � ;:/,>•.�::,,:.:, }:-,r. •,..a {_ ..}r.,,. ,, ...a.. 1,...;.., .....
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<br /> �, �.; , .<,. -_ ,_ 468 E REMOVED
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<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
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<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
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<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- '.$_ -. cc�.r sc r, SS- / . 4et►� ////////////// EDGE OF PAVEMENT
<br /> -------------- / ``��, , X X X FENCE(AS NOTED)
<br /> A L. D WOOD FENCE
<br /> INN, (W F)
<br /> ■ _
<br /> 3/8" x FULL DEPTH ------------ I -
<br /> .--- __ EX. 4 (CLF) CHAIN LINK FENCE
<br /> EXPANSION JOINT EVERY -- -�-- --- 00 ' \
<br /> -�--- RIM=470.38 '
<br /> "'- -®- -----. ----= ....® 2,...,
<br /> IE IN(S)=460.01 WRF WIRE FENCE
<br /> 30. MATCH CURB. , (WRF)
<br /> V-GROOVE IMPROVE AS NECESSARY / � _ _ O-
<br /> ��. IE OUT(N)=459.90
<br /> -459.90
<br /> 1/4" DEEP DROP CURB ENTRANCE CB#S,TYPE 2-48"kc DROP CURB ENTRANCE S10EWALK p SIGN �� /��/ // DROP CURB ENTRANCE `,,
<br /> V-GROOVE STA=2+48.15, RT=7.70 STANDARD DRAWING #307 SEE DET
<br /> STANDARD EASEMENT/BUFFER LINE
<br /> (TYP) STANDARD DRAWING#307 (TYPE 1 DRNEWAY) DRAWINGS#06 OW) �� QHP POWER(AERIAL)
<br /> RIM=465.24 STANDARD DRfVEWAY#307 ��
<br /> DEEP (TYPEi DRIVEWAY) �`� ,'STA=2+77 (O.C.) IE=453.55STA=2+31 (O.C.) �`EX. SS STA=0+78 (D.C.) Z SS S5�'-- EXISTING SANITARY SEWER
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<br /> 3/8"xt-t/2" RIM=464.79EX. CBbA DUMMYJOINTIE IN(S)=454.49RIM 465.40 _ NOTETOREVIEWER.' ` %' SD PROPOSED STORM DRAIN
<br /> » »
<br /> 111°:11$*.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
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<br /> .. SEE DETAIL BELOW Qr..I,11*G,,,ed\ .
<br /> COLD JOINT sit,
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<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
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<br /> `Ss" O 20 40 R steA •0 m,. 6°.. _ �,�i J
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<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
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<br /> �, 6 PROJECT. � PROVAL FOR TH:::';
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<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,-..-
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<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,
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<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.
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