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556 74)
<br />(557.24) ''. 2 7 ) FILTER -FABRIC WRAP 4"PERFORATED PIPE LEGEND:
<br />NO 0AT e ! i,
<br />LO ° �
<br />FULL DEPTH ASPHALT REPLACEMENT
<br />d 557.29 6"MIN ..,,.•a:,•v•� �. :......-,�•- �. ,:,,,..N•.,...ti;; , ..�:.
<br />( 1) �i�.:�¢).: •t �. ma's' •: Y'. ':� ... n;a�•i•• :�'1 • ' .i. J:.�•:".1.
<br />10 s o 10 zo �� /�e I TYPICAL CONCRETE tip: ..•�_J ! _ ..ti�ri�•• :•:,.:.gi' :'.... �., ••,i::..
<br />24. 557. ALL SIDES ••r .. .: .:..:.. ,•: .k F_w !.;
<br />ELI
<br />STA.17+39. 47.46R / // \ \ + . ,,.�ot'r" i • • ••" rr t., a:....•:.: :t' •r M1.
<br />TYPE-3 DRIVEWAY PER / ! "a'. + is • ry ni ...;':
<br />SCALE IN FEET /// �� e. PEA GRAVEL LANDSCAPE
<br />1"=10' COE sTD 317 �/ W y (LARGER THAN I - I I- I I III -III -I
<br />7.oe 756 PERFORATIONS) I ' t: ^ TOPCAST GRASSCRETE -I i
<br />2" ASPHALT PAVING OVER
<br />3" COMPACTED ASPHALT TREATED BASE,
<br />(55Z FOOTING DRAIN OR 4" COMPACTED CRUSHED ROCK BASE
<br />(557.68)
<br />�8STA.17+1&56.7 (s<11 ',•��• 40M SLEEVE ON -SITE ASPHALT DETAIL
<br />/ SCALE: NTS A
<br />60 . . . S. SEE LANDSCAPE PLANS
<br />NOT TO SCALE
<br />STA:17+11.31 44.28'R D /, IRRIGATION •
<br />(o /� 7 `
<br />1 d W
<br />\cv' �C� / e , 557.50 VERTICAL/\ 5 PROTECT EX ,. .. ' . :: !'.
<br />' ' : . f : • . ••
<br />C�(O \ �. CURB (` CATCH BASIN �' .: • 7 . f • ' ; .' ' ; : • ::. ; ...� . , .
<br />(557.50) .\ , a s e , , - � . , , j• ice; , , ,T
<br />/yam // / ` �w•.A)..' A. !,1• •c,•C•�1:.•'\. Y •. N:��A;•'y• J. •: y`': .• .
<br />(I`ll /� ` • ^i •: .... F.. t . .� ••. ..
<br />- V lJ / �Y �Y . � SEE DETAIL 9!4 ...X.:j.::.y . �' ��'i�'' i • p`•::• ' ... ... M..vr:i•• :. Y • .::'>. ,%, rs, :'ems
<br />// ' .\ T". ,:.1t• i .M1 . • . ... N....J•,. :`r . ... ' :.i. ...�•••t•I . `
<br />• •••ON SHEET C3.1\ 4bl SLEEVEC3.1RucnuRd �► 557.50 \ \ J , l . _ f: ,,:N• �, i . ti� :4 .: `:.; ::;, J% ... .•t,. ":
<br />\ \ SEE LANDSCAPE PLANS .: •:.• . .:... .
<br />^7 \ STA./, `I fq FOR IRRIGATION =I I= I I III-
<br />6" SSS TAP TO EX MAIN // I T STRIPING I -
<br />VERIFY LOCATION AND \ p 56. ♦ 5 3,
<br />(TYp -I I
<br />ELEVATION PRIOR TO „ . . . . . . .
<br />CONSTRUCTION \ ° r . �/ GS PR' . FULL DEPTH
<br />3� 6•PVC a►......TEer (TYP) ASPHALT 4" CONCRETE PAVEMENT:
<br />TRENCHING PER COE STD 614 PAVEMENT SDR / ♦ \ . .
<br />35 555 , 2 'V , REPLACEMENT MIN. 3,000 PSI 28-DAY COMPRESSIVE STRENGTH
<br />PATCHING PER COE STD 326 (TYP) /p,00 MIN \
<br />STAc16+81.31 4442Y2 ° ,' d/%/ 43$ \ \ 60' 4" CRUSHED ROCK BASE (CRB) CONFORMING TO
<br />WSDOT CRUSHED SURFACING -BASE COURSE
<br />M'� EX CATCH (9-03.9(3))
<br />° �. . \. . . . . . . . . . \ \ BASN
<br />/ 557.65 \ \. 557.78. \ \
<br />REUSE EX B" CURB 3 / W d 557 833 \ \ o \ i B
<br />/ ...... ON -SITE CONCRETE DETAIL
<br />°% ° : NOT TO SCALE
<br />/ ° / 6• SS00 \ d d . \: f. BUI CANgay. G
<br />3 // / / / % RIM�556 20 \ °. .(TYP ' ' ' ' . . NEAT SAWCUT LINE
<br />e REUSE
<br />1 EX 10 W 34 02 / // ° .. � / � MATCH EX GRADE /
<br />C3.1 REUSE Ex 1" WATER � /, '' `�' FOOTING \ � � ,�, � � 7:86
<br />METER & INSTALL DCVA / /, i / / S E DETAIL ON
<br />aN ° G
<br />PER COE STD 520 / // / / $ O / r W, / 4bS THIS SHEET 557.83 \ \ J� \ .� . . . . . . . . . .
<br />// soco \e:
<br />STA:18+49.9 46.07R // // / d `�' ' / RIM=555.86 558.00 556,0p 4 . -, (557.46)
<br />STA:18+39.8 34.13'R / • BACKFLOW ° ` . ` . . . . . . 7 4bl SIEVE / PREVENTER k :: `�9557.57
<br />STA 4 FIRE SRVKE �/ W W 42 // STD 312 \ \j° \� �. 557.83 FOR IRRIGATION PER COEISTD 309 C3.1
<br />16+31.05, 37.18'R CONNECT TO EX MAIN / / SIDEWALK PER COE 558.00 \ a'CURO
<br />/'� SEE LANDSCAPE PLANS
<br />TYPE II .1 / / / PLANRNG PER \ \ , .: • 1 ' ' oss -
<br />94 w. i
<br />8 IE- 5510 (554.11 / ( COE STD 336 V
<br />e":fn InM � FF ELEVATION=558.00 �7•� \ o
<br />p% IE-�..: \_ _, 550.95 (12"5,6"E) �
<br />IE-�S)551.04 (12"N) // / Z 1" WATER \ •80 ".q. . . . '
<br />":° '°d: / METER ° d G . . . .' .,R9 5) PARKING AREA Y EX '
<br />VERIFY LOCATION AND •,
<br />ELEVATION PRIOR TO A 558.00 .
<br />CONSTRUC11ON ; \ :83 '
<br />o.
<br />3
<br />,
<br />B 6" CURB - SEE 557.83 \ ... . .'.' TYPEPER D -1CURB
<br />/ e ° LANDSCAPE PLANS 557.95 v C3.1
<br />OE STD 309
<br />C3.1 It ° EXISTING GAS LINE To BE REMOVED •4"DS 55 00 / �° 83. g
<br />FDC CUT O CAP AT PROPERTY LINE
<br />0 d \ 6'SD (FOOTING DRAIN POC) E�55447_ O• 557.86 5¢7"9} W •
<br />a IE� 61 55ILW - - 558.00 556.91 556.82 4 /
<br />MECHANICAL POC '
<br />z 7 555.22 "SM IE-554.08 / ° ° daij/11, u w
<br />a FIRE HYDRANT / W 55514 - - -- --- -- - - --- °� 557.95 ® O
<br />o CONNECT TO EX MAIN ( - - _ IE.553
<br />o EX BUS STOP SHELTERREINSTALL AND .8
<br />( w \ - RN�556. u \ 557.11 �' �• u y ' - W we �'
<br />a COORDINATE NTH
<br />------------ 37
<br />zMETRO ("81) ° I w 555. " \\ / w w w w w w w 20. 4y1 ,-a- �_ _�! �\ ---- ---- ---�
<br />o (USS4.31) e \ 557.80 55� 51 11N�558 50 • _ 55 _ _ _ _ _ = r -�-- - <
<br />/h� ()554.9655780 557.76 ¢5751 0.2 -- '----55•------ -----7_77FIREHYDRANT aE�G534T -� .t556.8. R--------------- ------------------------e 7.78 13 1 a 27LF 4 SDR gL/SMID ARA -
<br />% /, 556�80 555 72 a, 556. 556.43 558.09 . 556.1 09 ° 556• 556.27 - 557.00 DEMO EX CURB 35 SSS O 1.qi RIAh558 00 _ _ 556 - - - - - - - - - - - - - - - - - -
<br />// TRANSFORMER 78 555 79 ° Ta'S&50 ION)-553.81 . \
<br />VAULT 766313 555.1 7Mf� 50 555 DESIGNED BY OTHERS ,-''
<br />- - - - - - - - - - SEE MECHANICAL FOR DETAILS
<br />w 8' ALL 5556f� °''' a -------- W
<br />~ // 71LF 8• PVC SDR 35 �A •80
<br />6 SEE
<br />SD 0 1.33Xr3.9% LANDSCAPE PLANS ���` 555. 4 °Li
<br />/, TYPE I 4 �. IIIIALL
<br />RI1.555:60 5.8,4 r L. `.'.'.'.LLJ
<br />' °
<br />LLJ/// IFr554B� 73 (s"w) .z� ° d ***NOTE TO CONTRACTOR***
<br />/ / TDPCAsr GRASSCRETE _ °, SPOT ELEVATIONS AND TOP OF ,
<br />Q PER L�� PE DETAIL t ° ss6s6 WALL ELEVATIONS IN
<br />6" CORB - SEE COURTYARD HAVE BEEN REVISED -,
<br />LANDSCAPE PLANS
<br />z CONTRACTOR NOTES: a °: 555.E
<br />L oe DCDA REQUIRED ON SPRINKLER SYSTEM. TO BE RELOCATED WITHIN RISER 55+5•92 ° 556•33
<br />CD ROOM IF LESS THAN 70-FEET FROM WATER MAIN IN EVERGREEN WAY.
<br />555.88LLJ
<br />FIRE HYDRANT AND FIRE SERVICE CONNECTION TO EXISTING MAIN TO BE 55577 ° DEMO CURB
<br />PERFORMED BY CITY OF EVERETT PUBLIC WORKS UNDER SEPARATE UTILITY i
<br />cl�oe PERMIT BASED ON COST ESTIMATE TO BE PAID BY APPLICANT/CONTRACTOR - /CAUTI N
<br />/ PRIOR TO CONNECT. UNDERGRQUND 11TlLfTTES
<br />N6 /� Know a what's before ycm dig.
<br />CONTRACTOR TO VERIFY
<br />( •52) �- /// EXACT LOCATION AND DEPTH
<br />drawn by checked by
<br />9 AS-BUILTS 6 26 24
<br />O Cy Ot i 8 RAMP CHANGES 2 23 24
<br />o p� �pORq �y r� 7 TRACKED CHANGES , 23 24 0%1 BUSH, RCIED & HITCHINGS, INC. scale GRADING AND DRAINAGE PLAN HRB P date TFD
<br />'4�n 6 REDLINES 1, 28 23 %� LAND SURVEYORS &CIVIL ENGINEERS CHIC ADMIN EXPANSION
<br />,� AS SHOWN 6/26/24
<br />co � SEAL
<br />'\� 5 TRACKED CHANGES 9/20/23
<br />C ., ►TEAL Z � 4 OIL/SAND SEPARATOR 8/30/23 � job no.
<br />C° s \` aN 3 PUBLIC WORKS COMMENTS 8/18/23 15400 SE 30TH PL, STE 100 (206) 323-4144 2022034
<br />1969 Is BELLEVUE, Washington 1-800-935-0508
<br />IN l06V,1.96� 2 PUBLIC WORKS COMMENTS 7/07/23 wpm 98007-6546 WWW.BRHINC.COM
<br />x �n �wa� 1 CITY COMMENTS 4/14/23 EVERETT SNOHOVISH COUNTY WASHINGTON
<br />N NO REVISION DATE sheet C3.0 of
<br />N
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