8407 BROADWAY STADIUM STORAGE 2017-06-20

SW 1/4, SW 1/4 SECTION 8; NW 1/4, NW 1/4 SECTION 17; NE 1/4, NE 1/4 SECTION 18; ALL IN TOWNSHIP 28 N, RANGE 5 E,W.M. LEGEND CITY OF EVERETT, SNOHOMISH COUNTY,WASHINGTON • BOL SOT= O ©TED TELEPHONE BOX ❑ CB I CATCH BASIN TYPE 1 O TER TELEPHONE RISER STORM DRAINAGE NOTES cL CHAINJNK FENCE ® TSB TRAFFIC SIGNALBOX CONC CONCRETE TSF TRANSFORMER 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,CONCEALED OR PUT INTO USE COR CORNER ®TSR TRAFFIC SIGNAL RISER UNTIL IT HAS BEEN INSPECTED,TESTED,AND ACCEPTED BY THE QTY OF EVERETT. Op DMH STORM MANHOLE ©TVR CABLE TV RISER 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CRY OF EVERETT STANDARDS AND 0 10 20 40 60 ® EB ELECTRIC BOX UP UTILITY POLE STANDARD SPECIFICATIONS OF NSDQT/APWA SCALE: 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE 0 EL COT ELECTRIC CONDUIT O VLP POWER VAULT RECORDS AND ARE SHOWN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE EP EDGE OF PAVEMENT ® WM WATER METER FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES LEGEND FH FIRE HYDRANT Q WSP WATER SPIGOT SHOWN.IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,THE FMC FENCE 0 WTF- WATER SPI SURVEY CONTROL POINT CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CRY ENGINEER PRIOR COMMENCEMENT OF RELATED E] CBI CATCH BASIN TYPE t FND FOUND WV WATER VALVE CONSTRUCTION ON THE PROJECT. CB B CATCH BASIN TYPE 2 ® GM GAS METER ® YD YARD DRAIN 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-0F-WAY OR IN EASEMENTS MUCH BE SMH SANITARY SEWER MANHOLE GV GAS VALVE -E- UNDERGROUND POWER UNE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. DIRECTION OF FLOW Ill S. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED"DUMP NO WASTE,DRAINS TO ® RIX IRRIGATION BOX -G- GAS LINE STREAM,LAKE,RIVER,PUGET SOUND,OR WETLAND.'CHOOSE APPROPRIATE FEATURE FOR -SD-NEW STORM UNE LP LIGHT POLE -OHU- OVERHEAD POWER UNE THE PROJECT. -SS-NEW SIDE SEWER UNE L-1 MB MAILBOX -SD- STORM LINE -W-NEW WATER MAIN MON MONUMENT -SS- SANITARY SEWER LINE RETAINING PLA PLANTER -T- TELEPHONE LINE FIRE DEPARTMENT CONNECTION ) O RCF REBAR B CAP FOUND -X- FENCE UNE POST INDICATOR VALVE Tm SON SIGN ....... FLOW PATH W/DIRECTION SMH SANITARY SEWER MANHOLE •SDCO STORM DRAIN CLEANOUT -RD- F DRAIN(6"0) --FD---FOO DRAIN(6'0) FOR FRONTAGE IMPROVEMENTS H/C ACCESS FROM CONTRACTOR SHALL ASSUME BROADWAY o RIGHT IN]RIGHT OUT INCLUDING •RELOCATIONS, BURIED CONCRETE ROADWAY B" C� ONLY ENTRANCE AV BROADWAY TO PROP. THICK WITHIN THE VACATED D SEE SHEET C--99 PAVING PLAN EASEMENT FOR REMOVAL PURPOSES. BUILDING 0 w w� a•m C� e"M LANDING C� -�---F^C 4-461 B%J 436.1(EX.) 435.6(FXJ_....._ FC443.6--" - .. " FC 443.5 e a 442.4 443.6 " 443.5(IXa iG I42.1 am - �-I I �• ` 443.1(IXJ TRASH ENCLEmn HENCLEmn FG 1440.0 CS#5,TYPE II I c "c RIM 436.5 ✓ yt, oJL _ A IE 8"428.5(J&S) xl" ...CB;t4,TYPE 11 t> r _ Y, RIM 438.3± F\ p IE 12"431.9(N) Ba 8'SEWER IE=431.4 CB#6,TYPE I pg2 a S7•. IE 8"432.2(5) 12'STORM TOP=429.3 RIM 431.9 \ CB i2TYPE 1 -- VERT.CLEARANCE=2.0' IE 2 (E&5) RIM, y w � <O,. .,> •�4 443.6 1 "427.6 440.0 IN) "p 84 LF 8 S PVC 0 S=2.0%x 'F ss IE 8'440.000\ -.. >M � LL12' D.PVC� =4.2%± .. AAA s=7.3% ao _ ��_� 89 1F 2"SD PVC S=�.0%± TL `$4 LF FG 438A \ 't tee- CB X3,TYPE 11 /Y 3 10.0% .n 7W a28.7 (r RIM 441.0 BW 427.7 i IE 8'433.9 a O IN,E&5) TI 40 _X I CB F8,TYPE II S *10.TYPE 1 X 4�w w I rry I �n o RIM 429.1 RIM -w IE 18'425.2 IN) CS 89,TYPE I lv w o 0 0 o pIE 78'423.8(E 5) q IE 12'425.7(S) RIM 428.5 IE 18'424.5 04ds) gg FG 438.4 FL 43&4 nP.1 y ULTRA BLOCK NI RDCO 6'R DRAIN FG 43&5 WALL(TYPE EXTRUDED EI 438. W/0.5%MIN.SLOPE FINISHED PAVEMENT / LF�8"SD @ S==�. 70 'SO S-1 %± CURB IT".) ml FG 438.5 GRADE TO FLUSH WITH FL 436.5 J F.F.ELEVATION 39 LF LSD I _ 29 LF 18'SD PVC O \ ROOD p ®S _ ± �91E� 6"FOOTING DRAIN W/ f W S=1.0% ^ CB*I,TYPE I RIM 438.5 CB#7,TYPE I RIM 437.8 !� * 0.5%MIN.SLOPE(TVP.) ^I� \ S IF a35.5± RIM 431.20 IE 8'434.8 0S9 '" * CB♦12,TYPE II,SOLID UD IE IN, S I RIM1 429.8II TW 429.6 IE 12'419.75(FO " PROPOSED BUILDING 1 IE 15"419.5(IXJ - BW 423.0 , CB q I RIM 43',TYPE I -� FF = 4.38.5 RIM 431.6 _________________-------- ________ I ROOD IE 12"428.1 j 18"IE 423.5 1 (! \ If (W') 7 4 IF 12"5D PVC 429.6 RIM 434.2± IE 6"428.6(S) @ S=3.5% WET/DETENTION VAULT IE 6"431.0(M �^ 1 INSIDE DIM(155'X 40`X 10.7') 1 r \ 170 LF 6" D PVC 5=3.4% FLOW CONTROL STRUCTURE- TOP H VAULT FLUSH FINISHED GRADE 1 Be 1 FL C TYPE LI.STRUT DD / / 1 RIM 428.9 SEE SHEET C-6A FOR DETAILS / I f TW 1 FD C0 IE 12'420.0(486) 438.5 AIM 431.8 SEE DETAIL ON SHEET C-8 ! BW 436.0 I 432.6 12"SD PVC IF- 430 0 436.7 436.9 IE 6"427.5± / 11 438.0 � �� l � I I �? 430.0 _ VMAX SLO , TW TW 432.6 - ALL OF THE PROPOSED PE 438.5 - BW 429.9 - BD TW 430 0 VAULT WILL BE EXPOSED._ BW A 435.7- _ 20LF6 ULTRA BLOCK CONNECT FOOTING DRAIN 5=0.5% - p WALL(TYP.) FROM RETAINING WALL TO CONNECT TO B KrlowYmarsbelow. EXISTING CB C EX.QAT SDCO(TYP) 1- SEE SHEET C-6A Cali before you dig. 22 LF 6'SD SEE SHEET C-6A IE 6'419.3± RIM 4211 FOR SECTION B B PVC 0 S=1.0% FOR SECTION C-C IE 419,5. REV NO. DATE DEsoenoN MADE ar orCRED KDTTFD: 2015/06/1813:37 SRW KEVIN&RENE MULVANEY JOB NO, 14114 F � 2-12-15 PERMIT SUBMITTAL EM SK DRAWN: EMAIM 'C 4e�Nv�B, q T C. 4�"I LNYQU 1 3-2-15 MD&T BE SR APPROVED: 6T 4;4��• "OTO �i 4`d w��>< SHEFf III GOLDSMITH � a g DEVELOPED CONDITIONS MAP Fff1D BOOK 1979/33 �fi+� Ps *�4• � FIG. 3 FOR r LAND DEVELOPMENT SERVICES3565.81IM.e. EVERETTSTORAGE PROJECT 4MAPe SE 1)1511 .8d .WA%004 I7 WA%10O/ v4U114 `°�ula6L tt! T 4254621080 F4254627719 w,,.. M.WCADlvumupnlncDMSTwcfgwsmu114roz.wvL 6407 BROADWAY,CITY OF EVERETT $NOHOMISH COUNTY,WASHINGTON