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- _ _ _- 1(556.74) <br />41 / <br />t--- (557.24) z (55735) LEGEND: <br />Z• MATCH GRADE AT ', %'\; ,!; ,\, ;!%•', •',\,'; i, •',',' \• ;!%%i <br />N Fl.OWLINE FULL DEPTH ASPHALT REPLACEMENT -- - - -- - - - - - <br />10 5 0 10 20 �`w 55.24 CONCRETE <br />y TYPE-3 DPoVEWAY PER ° 557 LANDSCAPE <br />SCALE IN FEET caE sm 3n <br />1.=10' 55708 � � TOPCAST GRASSCRETE \ <br />\ 2" ASPHALT PAVING OVER <br />4 ° <br />\ i 3" COMPACTED ASPHALT TREATED BASE, <br />OR 4" COMPACTED CRUSHED ROCK BASE <br />& A: 7+1 7. '(556.07) ° e'DI SLEEVE _ I ON -SITE ASPHALT DETAIL A <br />°za go SEE LANDSCAPE PUNS v ��I NOT TO SCALE - <br />D a FOR IRRIGATION \ <br />J <br />C3.1 � .74 556 y PROTECT � <br />557.50 VERTICAL/5 ~ _ \ <br />\5 CURB C3.1 CATCH BASIN \ <br />/56 <br />i� (557.50) \ �� <br />\\ <br />C 3 � '" 557� � SEE DETAIL 4 <br />C3 1 STRUCTUR COLUMN 2 /� �� ° / 557.50 ON SHEET cal C3.1 SSEEEE LANDSCAPE PUNS , v <br />STA•16+9205. 2759R 4� or FOR IRRIGATION \ <br />/ EX N PAVEMENT STRIPING <br />VERIFY LOCATION AND y. I <br />.r. V ° ° 5677y� � (TYP) <br />ELIEVADCONSTRUCTION \ a ! D} RAILINGS PER FULL DEPTH �\ <br />TO <br />There is a meter box at AR HITECT (TYP) ASPHALT :\ 4" CONCRETE PAVEMENT: <br />this location, but the City TRENCHING PER COE STD 614 PAVEMENT 31LF 6' SS <br />Y SOR 35 SSS 58.2 y A 55 REPLACEMENT \\\\\\ MIN. 3,000 PSI 28-DAY COMPRESSIVE STRENGTH <br />does not believe meter PATCHING PER COE STD 328 (TYP) 2.0% MIN �,� , / ok a \ 4" CRUSHED ROCK BASE CRB) CONFORMING TO <br />exists. Verify in field. A STA:16+81.31 44 /\ 11 O� \ WSDOT CRUSHED SURFACING - BASE COURSE <br />° PROTECT IX CATCH <br />Utility Permit for new � ; . d a O � gASIM � _ (9-03.9(3)) <br />meter may be required if �g5 557.65 D� s5z65 <br />meter does not exists. REUSE EX 6" CURB �� ° j 557.g9 a a .67 � v ON -SITE CONCRETE DETAIL B <br />O BUILDING CANOPY <br />NOT TO SCALE - <br />/ 3 REUSE IX 1' WATER 4 ° (TYR <br />) A <br />y m 6' S5C0 <br />C3.1 METER k INSTALL DCVA a _ ° / RIM=556.20 MFAATSEWxCA1�TLINE / <br />PER COE S1D S20 <br />557.70 <br />�EVT ° ° 4 507.85 it <br />STA 18+39.80 33. <br />RVI18Tt i SSha7 <br />4' FlRE SECE 41 555.26 „J y '3,3 4'DI SLEEVE TYPE E-1 CURB (� <br />3 IX MAIN / SIDEWALK PER COE T SEE LANDSCAPE PLANS PER COE STD 309 <br />a° C3.1 <br />5°42STD 312 \ <br />3g,1 d � �° <br />,r � o FOR IRRIGATION v <br />���� TYPE II CB 554.33) / 2 557.70 s <br />p RIM�554.12 PLANTING PER } <br />13, IE=547.23 (8'E) 3 3 COE STD III FF ELEVATION=558.00 Op, O jpA' 4 \ <br />C3.1 GRIND k OVERUY EX - <br />IE RIFY 3 CATIONS) 5.24 �° a D 5) PARKING AREA \ \ <br />ELEVATION <br />LOCATION AND a 4 a 557.66 !o /• <br />- ELEVATION PRIOR TO A 55&00 <br />CONSTRUCTION .13 <br />C3.1 <br />B 54.. <br />k 555.32 TYPE E-1 CURB1 <br />N ADA R \ <br />667.70 %\lii ADA W7E^ PER COE STD 309 C3.1 <br />a ° <br />C3.1 �, EXISTING GAS LINE TO BE REMOVED -� ° 557.84 <br />y 2 CUT k CAP AT PROPERTY LINE J - 557.94 _ - <br />6' CURB -SEE 557.88 ° 555.12 557.93 557.93 558.91 556.82 y Qhk <br />z i ,R \ 555.22 LANDSCAPE PLANS <br />y TRANSFORMER <br />Q FIRE HYDRANT '�555.14 VAULT 786313 a ' ' 557.70 �� <br />Y CONNECT TO IX MAIN - o - -et - - - 558. a 556.72 - 's w •" w LL W - - <br />557.80 1H -- �T.83--� - - 5W.88 557.a7 <br />z IX BUS STOP SHELTER (553.81) 557.03, _ a - - - <br />REINSTALL AND (554.31) p;6.37 _ w . <br />5 <br />- •'.w m e W <br />COORDINATE YA7H w 655.24 h I w w w . w w m w •39, y .> w - <br />I <br />r I w <br />z ylHRtr 3 i 557.80 - 55i>�.51 _ _.. <br />- - 557.29 -1:97L 557.55^�� 557.80 557.7. 557.78 5.29 5 a ° e 557.55 <br />-----minimum i (554.66) 554.86) --'\ - - - i ---t-� 1 <br />r Contact Everett Transit a / 55813 s5zeo 13 s57.29 5561 SSzo3 \___�__ <br />minimum of 48 hours prior HtYDRANi 557.78. 556.84 55 7 <br />h� S <br />to service disruption. 554.78 555.80 555.72 g56)09 SSg, 558.43 556.09 558.13 4. 556.08. ggg•41 558.28 DEMO IX CURB \ / <br />n Robert McFarlane 555. 555.79 a 558.564. <br />425-257-7765 6. WILL TW-55a5O 5s- - - <br />w <br />i ' 3 555.89 ..... ° <br />75LF W PVC SOR 35 -?0 556.80 / <br />n SD O 20x MIN 8' CURB -SEE <br />/ LANDSCAPE PLANS 558.77 <br />TYPE I CB ° dEx <br />WALL <br />n RIM=555.60 ' <br />0 <br />/ IE=554.10 (6-W) <br />n I- TOPCAST GRASSCRETE <br />z / PER LANDSCAPE DETAIL 4 SHEET L1.1 a 556 gg <br />-�1- <br />6' CURB - SEE I _I <br />y LANDSCAPE PLANS '� I <br />CONTRACTOR NOTES: z ° 555,89 I i <br />• DCDA REQUIRED ON SPRINKLER SYSTEM. TO BE RELOCATED WITHIN RISER 555.93 556.33 ; <br />1 <br />ROOM IF LESS THAN 70-FEET FROM WATER MAIN IN EVERGREEN WAY. I ; <br />z <br />555.88 ° DEMO EX CURB I iJ , • <br />FIRE HYDRANT AND FIRE SERVICE CONNECTION TO EXISTING MAIN TO BE 555.77 <br />/ PERFORMED BY CITY OF EVERETT PUBLIC WORKS UNDER SEPARATE UTILITY ! -- <br />v PERMIT BASED ON COST ESTIMATE TO BE PAID BY APPLICANT/CONTRACTOR �$ i / CAUTION <br />11W 'A <br />PRIOR TO CONNECT. <br />K- *1.r. below. <br />(555.62) II UNDERGROUND U71LITIL-5 <br />_ --'1 i I CONTRACTOR TO VERIFY Call before you dig. <br />(555.52) I EXACT LOCATION AND DEPTH <br />e-n by by <br />g HIT R r GRADING AND DRAINAGE PLAN HRB/DP TFD <br />BUSH, ROED & HITCHINGS, INC. <br />y �o�o�LPORq�tiN 9 gay LAND SURVEYORS & CIVIL ENGINEERS CHIC ADMIN EXPANSION AS SHOWN 08/18/23 <br />SEAL Z <br />job no. <br />p n 9BOH <br />7969 79,18ga0� 3 PUBLIC WORKS COMMENTS 8/18/23 15400 SE 30TH PL, STE 100 (206) 323-4144 B� BELLEVUE, Washington 1-800-935-0508 <br />�gSHINGS� �3J8NAL`` 2 PUBLIC WORKS COMMENTS 7/07/23 022034 <br />98007-6546 WWW.BRHINC.COM <br />x 1 CITY COMMENTS 4/14/23 EVERETT SNOHOMISH COUNTY WASHINGTON <br />NO REVISION DATE sheet C3.0 ;;I <br />