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<br /> CITY OF EVERETT DRAINAGE NOTES: l'APD
<br /> 0 SEC° 29, I I T29N. R5E. W,M, 1. NO PART Of THE DRAMA(MBA SHALL BE COWAED.CONCEALED DR
<br /> PUT INTO USE UNTIL IT HAS BEEN INSPECTED,TESTED,AND ACCEDED BY Frown'0eroi,m,mi
<br /> THE CITY OF EHITEITo
<br /> • 2 All WJRK AN2 MATERIAL SHALL CONFORM TO NE WY OF EVERER mu„a"iv`nieooa`ss
<br /> s STANDARDS AND SWARD SPEEMlCAMMIS OF WCOOT/APNA
<br /> 5,0.03 a,0 Y X -eW�. L-- 1 APPROXIMATE IO ATOHIS OF COSTING UIIJUES HAVE BEEN OBTAINED F000
<br /> J- 46115PE I MARROW wN HINGED FRAME N!1 CDER ._ aTi oy P P`1--L R-cH OH OH a1 RI cx 'M!L 7 q AVNU&£RECORDS MO ME SHOWN FOR IVHHWENCE 11E
<br /> 0' 91 I CONTRACTOR SHALL BE RESPONSIBLE FOR wRIRCATW OF LOCA11 IS AND
<br /> ____cx W OH -- , 00TCHANNEUZE Boum STBNCMRE TO TEST,PACE B - - ) --f-SC m m so m m$) `3;, TO NAq DAMAGE N ANY ADOFIIONAL MUTES UA4SHOAL1I F C01S11CO
<br /> 41 Gf KNOX OUT W WEST RIDE W MCCRAW FOR NNFE US: `- „ d R
<br /> PER DETAIL 605 MD DO,,SEE SS-02.SS-03 - - ,5 -'--a s , R.__o c c- E%SSW At SHALL NOTIFY ME FDIC WOANWRWSPECWR PLO¶ANY E CONTRACTOR
<br /> fED W :
<br /> RD:92.93
<br /> • 32ND'STR T E1x6.54((B SI vox , w Ts .ss-- PRIOR To CWMENGEN9ENTa
<br /> F IX:)S54 SARI -' SHALL
<br /> CONSTRUCTION ON!NE
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<br /> - 21+00 - - _- IE WF.1fi.zl(IY E• / I t. A--1-I - 5e 3-�--,- s- , 4. All STORM SYSTEMS AND THE PUBLIC RIGHT-OF-WAY OR IN EASEMERIS 0 20 40 a o.
<br /> TE R _ W jl w. MUST BY SURVEYOR FOR LINE AND GRADE PRIOR i0 STARTING SCALE IN FEET ,,0 -J ' r
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<br /> �j ` Faufs.TE PEETTO EXIGNG B'sT J PPE %4�`rV ..,�� S All.CATCH BASIN GRATES MUST BE SINGLED W STAMPED'DUMP NO ,I� $$ g�
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<br /> • f SIT➢IIIli dx ` GENERAL STORM DRAIN NOTES: V tl °
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<br /> �� 1. PPE MAM1A S.JOINTS,AND PAOUEC11VE MANED'SHALL CORN/n LEGEND
<br /> _ _ /% - - © 7 -N-�;E I IP al i 9 r ,, :, (.CO A •/ ¢ 90 I I.
<br /> NE FOLOYANc MATERIALS ME AU.ONE FOR USE N THE CM, m
<br /> IS I 0 I IF ore'025 I q j / -DUOTLE IRO!APE PROPOSED STORM UNE,DIP.a sz
<br /> II -PVC PIPE(SOR35,ASiM D3Uw WIN 3'COVER MINIMUM CONCRETE INLET NTH TIME AND 2E00 AI A I `I. l' STA 16*0190,O.W ,�C� W II g I*- -CORRUGATE)HIGH OENSIY Pa0E1HnThE APE.wN SMOON VANED GRATE � 1® n�A`
<br /> -�I. ROW CONTROL
<br /> OW 2 u BEND(FLN.I) 1 > II INifPoW PER DETAIL 401 SEE SHEET W-02 SUBMITTAL/REVISIONS
<br /> J 1 FLOW fM'Bta STRUCTURE AW J92i > c `4 a ✓
<br /> 1 PER DETAIL SEE SD-03 E N.]].30(8'W) -0 09 Q FI 17 z COINNG BMW SHALL BE Of ME SAME MATERIAL AS NE%PE c HOSING INLET BASIN I
<br /> 111 -_ _ - - Rh 1 commit LOCATION IE WT:n.30(a'N) J#.P , Grz
<br /> WN$iRI9DNRAL PUNS usasmal
<br /> Y ✓/,. PoLLB335 a H 8 O °I,--Y a d RAM BEDDED OMIN UTSIDE SURFACE 9NWLL DE PRODDED BETXEEN El iN511xG CATCH BASH
<br /> $Y' yI I. I I E Wi:78.12(B'E) g I ° =1 < J 1 STORM DRAIN P ES AND OTHER U1NY PPES AND COLOUR -----so m- CASTING STORM UE
<br /> Y1 P : 13+ EC */ 4 All PVC COVNECIXINS TO CATCH BASINS OR WJdgOES SHALL BE MADE w w w- MING WATER HONE
<br /> a ss I 1 ❑ 1 K BY GROUTING W M APPROVED MANHOLE ADAPTER INTO HHIOI THE PVC
<br /> -- - - - - -- -1444 V/ PIPE IS INSERTED. -----ss ss- COSTING SANITARY SEER UNE
<br /> • ° __V/ a BEDDWW FOR PIPE IN TRENCH SHALL BE PER DETAIL 615 W SD-02 c 0 0- COSTING GAS UNE
<br /> s 11 I
<br /> - 1 _ ILL - i/, 6. ON S13L NQIQH ffCTION NOBLE IRON PIPE SILL BE PER pETNL BII-02
<br /> -- I I i- EXISTING TELEPHONE UNE
<br /> 111 R III' I 3 ! 4 �,. '" v ---uv OH- DOSING OVERHEAD POWER UNE
<br /> /OZ z i,i o I-_ 1/ n 1.TYPICAL TENCH COMPACTION SHALL BE PER DETAIL 820 W 49-02 P P v- DATING WPoC)POTTER UM
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<br /> k I % x CONSTRUCTION NOTES: FOOTING DRAW
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<br /> �' W Iwo '. 'I I. STORYWAIER DEIFNEN VALET,SEE SIRUCRRAL PUNS -'
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<br /> - - - - _ _ a A, P - 2 SEE 1WNCAL PEwME1FR SOL NAIL WALL DRAINAGE OET SE STRUCTURAL
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<br /> I T W� 4"� i ✓ YNOX Wi ONWkESi RIDE O STRUCTURE FOR FUTURE USE.
<br /> 1 WORDWATE LOCATION Y /w i ,! 880- NATAL SNUCWHM PLANS.
<br /> PER DEW L 606 AND 810 SEE 59-02 SSiW
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<br /> y $ SCALE IN FEET CALL BEFORE YOU DIG: ;`��rv�� s SAAB WAOIEE n of 32
<br /> iiV I I I THE CONTRACTOR SMALL DE FULLY RESPONSIBLE FOR SHEET THE
<br /> • N 0 5 10 THE LOCATION MD PROTECTION Of ALL EXISTING n 4°c w
<br /> MUTES.THE CONTRACTOR SHALL VERIFY ALL UTUTY w,
<br /> - SCALE IN FEET LOCATIONS PRIOR 10 CONSTRUCTION BY CALLING THE s',,s,e SD-01
<br /> . & UNDERGROUND LOCATE UNE fill OR I-000.44-5555 S40MA1. ENo
<br /> e A MINIMUM OF 48 HOURS PRIOR TO MY EXCAVATOR. -..- UP10/201T
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