8531 EVERGREEN WAY COMMUNITY HEALTH CENTER 2025-05-28

- (556.74) 41 (557.35) LEGEND: (55Z24) zo FILTER -FABRIC WRAP 4"PERFORATED PIPE MATCH GRADE AT r FLOWUNE lul FULL DEPTH ASPHALT REPLACEMENT (556.51) ° 557.2e 6"MIN TYPICAL CONCRETE n s o m zo .24 557. ALL SIDES STA:17+39.28 PER 5 TYPE-3 DRIVEWAAYY PER R ° � �. PEA GRAVEL-0LANDSCAPE SCALE IN FEET coE sm 3n • LARGER THAN V=10' 7•08 5 7'545 wi TOPCAST GRASSCRETE 4 PERFORATIONS) I ° - 2" ASPHALT PAVING OVER 3" COMPACTED ASPHALT TREATED BASE, J ' (55Z70) FOOTING DRAIN OR 4' COMPACTED CRUSHED ROCK BASE . . (557.68) g (556.07) 4b1 SLEEVE SCALE: Nrs ON -SITE ASPHALT DETAIL a °2p 60 . . . SEE LANDSCAPE PLANS NOT TO SCALE . . . . . • - STA:17+11.31 44.28R D FOR IRRIGATION . . . . . . . 11 �� •1 45.06'R C3.1 4 . . . - c)v' CV' . 557.50' ' VERTICAL 5 PROTECT EX •.... � 566 J CURB CATCH BASIN 'z - f a 4 (55Z50) Qb C ° 55, SEE DETAIL 4 C3.1 STRUCTURAL COLUMN , - ° r/� 5575E , ` ON SHEET C3.1 C3.1 4"DI SLEEVE �^ � W SEE LANDSCAPE PLANS $TA-16+9205. 2B.03R y FOR IRRIGATION 6- s55 TAP m EX MAIN y°• PAVEMENT STRIPING VERIFY LOCATION AND �.. \ ° ♦ 5F�y3 - (TYP) ELEVATICONSTRUCTION PRIOR TO '` ° R GS PER. . . FULLAEPTH 31LF 6"Pvc �'��: a` �. ITEGT.(TYP). ASPHALT 4" CONCRETE PAVEMENT: TRENCHING PER COE Sm 814 PAVEMENT -' SDR 35 SSS 0 2 ' `Y' ` ' ' ' REPLACEMENT MIN. 3,000 PSI 28-DAY COMPRESSIVE STRENGTH PATCHING PER COE Sm 326 (TYR) 2.OX MIN \ bM557. '' ' a' / � o. ,..,�.... • 4" CRUSHED ROCK BASE (CRB) CONFORMING TO STA 16+81.31 44.az'R - ' / / °a \ -° `'`'.':. _ ... CRUSHED SURFACING -BASE COURSE WSDOT BASIN (9-03.9(3)) STA1 .80 450YR d / �33 \ . . PROTECT IX CATCH o \ � � 557.78• . .. REUSE EX 6" CURB 6 7e;' r - ON -SITE CONCRETE DETAIL B NOT TO SCALE - 6. 5• ° BUILDING CANOPY 3 / % RIM-556.2E \ (7YP)' NEAT SAWCUT LINE STA: 16+56.50, 34. R �( ....../// C3.1 REUSE IX 1" WATER �qp ° /q�SST \\ /yY d/ MATCH IX GRADE METER @INSTALL DCVA '�S� i' \\ `3�.' 4' FOOTING DRAIN \ /o' a. N/557.88 PER COE Sm 520 ' a / / SEE DETAIL ON \ • "g7�i'CY THIS SHEET 557.83 �T ° STA:18+51.31 44.42R .' S E 554 ... k N 557.78 . . . 557.46) - - - - - STA:16+49.90 4S07R / RIM=555.86 558.0E 558.00 4 @. . • } BACKFLOO a 4 FlRE SERNCE 5.26 / PREVENTS= yk �.� . . . . . . 557.57 4"DI SLEEVE TYPE E-1 CURB SIDEWALK PER COE \ o' . . . ' SEE LANDSCAPE PLANS C3.1 I I = CONNECT m IX MAIN ° 42, / Sm 312 'CU \\ a° `. . . 55765-I FOR IRRIGATION PER COE STD 309 STA:16+31.54 3614R /'� TYPE II CB o� RIM ss410 55.33) �' COE PLANTING 338 FF ELEVATION=558.0E '�'7•83 \\ - °� ........ (b54.33) \ a �' S57.80' . pY` IE 5531E (8 E) , (4 (19" E) \ N. IE 5530E (12"N S) s1.04 (12"N) 24 t" WATER a 5 PARKING AREA VERIFY LOCATION AND •� 1 ° �/ METER 4 .B3 `.\ ) GRIND OVERLAY EX ELEVATION PRIOR TO A S . 4) ri58.00 \ y ,83 . „ CONSTRUCTION .3� B C3.1 ° / \�N/��.////// ° TYPE E-1 CURB 1 555.32 LA LANDSCAPE PLANS 557. .95 > o . . . . IF ER ODE STD 308 C3.1 • C3.1 555. / EXISTING GAS LINE m BE REMOVED 4'DS 558.00 ° - 557.83 �° ° A. N • FDC CUT h CAP AT PROPERTY LINE IE=554.47 O "SD (FOOTING DRAIN POC) MECHANICAL POD 557.88 . . . . IE-553.61 558.00 _-558.0E 556.91 556.82 / IECHAN \� z A 555.22 - - _ a"5S5 IE-564.08 sTk 18+28.74. 342T'R% \ O FIRE HYDRANT - ----- -- --- -- ---- • CONNECT m EX MAIN "t \555.144"DS IE-553.7E 557.8� / 557.89 .97C 558. a YARD IN EX BUS STOP SHELTER a y -__-. _. _N \ /y z REINSTALL AND (553.81) \\ _ ° -- -- RIM-556.5E \\ 557.11 �' W '• W w 57.9 W W W -- a 557 85 �, b57.03w w w w w - m n 2 _ 5 7 COORDINATE YA1H (554.31)� 2 ,,, \ / 37 557.00\ METRO a.- - - - 1 �555. 7W-558.5E � w M} • hy0 ___ __________ (554.31) 0.2 _ 7 !` - j (554.56) ' 5 4.96) h 557.8E 557.76 557.29 S57.03 " 557.08 ° 557.11 - - - - • - 5 •_ - - - - 1E- - 5�6.13 558. FIRE HYDRANT 953.i4 84 55 . 7.78 .13 556.1 p - - -27LF 4 - SDR - OIL SAND SEPARATOR i 555.8E 555.72 a 55g, ; 556.43 556.09 55813 556.08 r,,.5• 558.27 557.0E OEHO IX CURB 35 SSS O 1.05 RIM/ 558.00 TRANSFORMER 4.78 555.78 ° a 558.50° IE(IN)=553.81 55 VAULT 766313 555.85 TW=558.5E ! 555 50 IXI _ n DESIGNED BY OTHERS i , ■ (,5g;pj; ' - - _ SEE MECHANICAL FOR DETAILS � 6" WALL 555.69 a - • 75 75LF 8" 1 SDR 35 6" CURB - SEE \ 25 556.80 SD 01.331E 3.97 LANDSCAPE PLANS �•n z � a i I CS TYPE CB RIME J55.84 " y IE-554i0-(6'110) 553,73 (6"W) - ***NOTE TO CONTRACTOR*** TOPCAST GRASStAETE >. SPOT ELEVATIONS AND TOP OF ASH ETD 1� DETAIL ° 1 556. - WALL ELEVATIONS IN -- ? 4 SCOURTYARD HAVE BEEN REVISED LANDSCAPE uns z CONTRACTOR NOTES: e9 Y O DCDA REQUIRED ON SPRINKLER SYSTEM. TO BE RELOCATED WITHIN RISER 555.82 556.33 z ROOM IF LESS THAN 70-FEET FROM WATER MAIN IN EVERGREEN WAY. 555.88 z DEMO IX CURB , • FIRE HYDRANT AND FIRE SERVICE CONNECTION TO EXISTING MAIN TO BE 555.77 ° PERFORMED BY CITY OF EVERETT PUBLIC WORKS UNDER SEPARATE UTILITY 7 ?�3 a CAUTION PERMIT BASED ON COST ESTIMATE TO BE PAID BY APPLICANT/CONTRACTOR PRIOR TO CONNECT. Know.h.r.below. v (555.62) UNDERGROUND 117ILRIESCall before you dig. \ CONTRACTOR TO VERIFY -(555.52) EXACT LOCATION AND DEPTH h checked by l 8 RAMPCHANGES2 23 24 v 0 x HIT y Oflwl HRB DP TFD �LPORq 7"y 0.R6 R7,1c`N 7 TRACKED CHANGES , 23 24 BUSH, ROED & HITCHINGS, INC. GRADING AND DRAINAGE PLAN SO1e / N 5 5 REDLINES „ zs/z3 %6/`� LAND SURVEYORS & CIVIL ENGINEERS CHIC ADMIN EXPANSION fl SEAT 5 TRACKED CHANGES 9 20 23 f�\ AS SHOWN 6/26/24 �.]LLiL �• 4 4 OIL/SAND SEPARATOR 8/30/23 joe no. fl .Q . R 9s 3 PUBLIC WORKS COMMENTS 8/18/23 1540E BE 30TH PL, STE 100 (206) 935-0508 2022034 a lyq 4144 811�G1� 5 ��esylaaAL gacJ 2 PUBLIC WORKS COMMENTS 7/07/23 BR� BELLEVUE, Washington 1-800-935-0508 x 1 arr COMMENTS 4/14/z' 98007-6546 WWW.BRHINC.COM EVERETT SNOHOMISH COUNTY WASHINGTON G3.� V NO REVISION DATE V