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SW 1/4, SE 1/4, SEC. 8 TWP.29 N,, RGE, 5 E,, W.M.
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<br /> `'`, C.O.E. STANDARD SANITARY SEWER NOTES
<br /> , , \ ,
<br /> r A. ALL WORK AND MATER/ALS SHALL CONFORM TO THE CITY OF EVERETT AND
<br /> -, WEDOT/APWA STANDARD SPEC/FICA DONS
<br /> \ • 1 B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT k.).
<br /> \ INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED BY THE CITY Z
<br /> �` \ i'' INSPECTOR.
<br /> �� • DAYLIGHT ROCKERY FOOTING DRAINS ` v v
<br /> UNABLE TO ' C. APPROXIMATE LOCA AONS OF EXISANG UAVAES HAVE BEEN OBTAINED FROM U,
<br /> SCALE: 40 REACH SD SYSTEM(TYP) ,, ( AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE 5 6-
<br /> •`� '` RESPONSIBLE FOR VERY/CA/70N TION OF LOCA TIONS AND TO A VOID DAMAGE TO ANY �'
<br /> 0 20 40 so �,� ADDITIONAL UALI71ES NOT SHOWN, IF CONFLICTS WITH EX/SANG UALIAES ARISE DURING y 1,
<br /> CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND
<br /> CB 30 ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO o o
<br /> CB 4A \ COMMENCEMENT OF RELATED CONSTRUCADN ON THE PROJECT. p p
<br /> " �3 LOCATE AS SHOWN EXISANG F MARINE VIEW TYPE A '. Ti. ALL SEWER MAIN EXTENSIONS HITHIN THE PUBLIC RIGHT-OF-WAY OR/N EASEMENTS
<br /> TYPE II, 4810 238 \ '
<br /> STA. 5+86, 13.25'RTCNT GRATE �= 1�3 4 �� - ---.---W STANDARD-GRATE PER OR. CURB GUTTER AAI \ _ - MUST BE STAKED BY SURVEY FOR L/NE AND GRADE PR/OR TO STARTING CONS/RUC/70N. �,
<br /> ?$� t C.0.E. STD. DETAIL NO. 406A- SIDEWALK(TYP,) `� SSMH 3
<br /> CB 4B 12.35RT CNT STRUG7URE \ ___.'--
<br /> `/ _ BOUNDARY SHOWN SSMH 4 -__-_11 1• TYPE "0 \,,, _-___------ _____6"--SIDE SEWERS TO BE C.O,E STANDARD STORM DRAINAGE NOTES
<br /> TYPE A ,' 1. -----__9„"w _ STA. 3+67, OLT _ _ _
<br /> PSR R -0RD OF ., " >> `` -.__ \ _ 5 BELOW SIDEWALK OR
<br /> LOCATE AS SHOWN ' r t�-`- TYPE I, 48#0 ?��c 2�
<br /> •}_StilE - R V _ qcc ----- �__,_..--- MIN(TYP), 1. NO PORT OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO
<br /> W/STANDARD GRATE PER r' - ":- Htt 1 1N A 1' ORITY STA. 5t76,�O t T- .`_ -� \ 1�25e �, USE UNAL IT HAS BEEN INSPECTED, TESTED, AND ACCEPTED BY THE CITY OF EVERE7'T.
<br /> C.O.E STD. DETAIL NO. 406A "` \ _ 4� ------,......________±,6=3...58283.,.'0501_,
<br /> R=143.24 Oo
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<br /> 1-i =` ---" ,• 1 c� _-._`�-- L=88.46' __.- _ 'fes PROPOSED E. MAR/NE WEW 2 ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT AND
<br /> _ _ WSDOT/APWA STANDARD SPEC/FICA AONS
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<br /> SSMH = �s�, ;�. _ : ___,ii - J \ r DR CURB GUTTER AND OT/A
<br /> - � Y sSIDEWALK BY OTHERS(TYP.)
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<br /> % `;' __ ,: f`" 1:: ���'' ,� -' ` � � Win`� --. v 3 APPROXIMATE LOCADONS OF EX/STING UAVI7ES HAVE BEEN OBTA/NEO FROM
<br /> TYPE 1, 48"0 / ` 'f.`.. <Q �.�� 1 0 -� p
<br /> -_- ,..--::-__--,-;,./,:,_-----„„?„,,,,, N6i ~-. ,A,;, L 6° P ;. AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE
<br /> STA. 6+53 5'L T ` ;:, l,
<br /> �. o N �,� 7_,:, sof - ,,, ; '. i�''' ' y 1 1 `t RESPONSIBLE FOR VERIFICAADN OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> !`'•%'r �, �_�_ ,,�,�' -,�._:f; 2. � �� �,, 1, l��i ��: - _°-'�► ' '�- \tsV�_ � _ CB 3C,,, /, :-', ;;. .}41,;- o a ADDIAONAL UALIAES NOT SHOWN lF CONFVC7S WITH EX/SANG UALIAES AR/SE DUR/NG
<br /> ' >` ,i '--''= 'it ! " '` CONSIRUCAON, THECONTRACTORSHALLNOAFYTHE PUBLIC WORKS INSPECTORAND
<br /> Jf/`^� it \t • _-: 21 - �, I ! - It-. '1. \\' , ,; l �� / ,t 1�y} o\ TYPE ACB 515
<br /> ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENG/NEER PR/0R TO .o
<br /> ' .y !.,,;;' Y-_:'w�� `,�','� / i '; 161 %' { ,! o
<br /> F r J �� - `'* ` t N6, \ A LOCA lE AS SHOWN COMMENCEMENT OF RELATED CONS/RUCAON ON THE PROJECT. f'
<br /> _ '. �^? , �� >2: W/STANDARD GRA1E PERTYPE ll, 48"0 , � .i .;. '�° o. J 20' ►--- \ \T: 00•E. 0 406A
<br /> - � ' � \ �* • �` STD DETAIL N �
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<br /> ' �� '' ' 4. ALL STORM SYSTEMS W11T�/N THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE ` o
<br /> 3 00
<br /> STA. 6154, 13.25'L T CNT GRA 1E /' / ,• T./ If/ 17 'AB�\ '` 14\ .'A0c�; ,'' � \ ;, ►n a �i
<br /> 1.' T ';y J '::. 1 r V49 ' DP + \ D 5 _;: ��� \ CB 3A STAKED BY SURVEY FDR L/NE AND GRADE PR/OR TO STARANG CONSIRUCADN. cti2,�,�L CNT STRUCTURE t ;, 'M o, ,.w >� 19 1 3 5gLF � ►, / ,> igtf/ ,'\ \ u = vi 1 1+44/# 1 1. +S/ , ',, �Z :./ tDrA-9 r� \.', TYPE ll, 48"0 ° ° x`fl f,- t' - p- 1' �` ' �' '' 5. ALL CATCH BASIN GRATES MUST BE STENCILED 0R STAMPED "DUMP NO WAS7F a .'.f - \ \ r N j\ STA. 3156, 13.25 RT CNT GRATE "SSMH 6 � ' � � ,iiir
<br /> ,� .' - � , ' _ ''. 1 DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND, OR WE7Z,4NS, CHOOSE APPROPRIATE � y
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<br /> /. ...--/////7/./V...----- \ , t 12.35 RT CNT STRUCTURE cr a t9
<br /> TYPE/ 48'0 ' / 'r `.''�` \k � � 1 j 1R!. "�o ror - 'AeT 4 f �� ` A ' FEATURE FOR PROJECT. o�
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<br /> STA. 7+63, 5LT '� ,'.�}/ � ,� �- , `�4 J �—��� , ` CB 3B �-
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<br /> J� ::. /7/7/22/2;/\f2r l \ �.�!, �►1��1imm— ��it� TYPE A NOTES,, , . , ; : -:.. A. t X11 `� STA• 3+5613.25 LT
<br /> TYPE g 48 / ,` _ / , i' ...• Fir\ ,� ,6 � I � v��. ; A 4 \y.STA. +70 13.25RT CNT GRAZE ` f:. ' .'J`///j' , ?rT: '� � ? 1.206• '`' <'r' 1. CATCH BAS/N R/MS SHALL BE VANED GRATE PER C.D.E. SID DETA/L ND. 406C UNLESS z
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<br /> .; �. CB 1E
<br /> 12.35RT CNT STRUCTURE / \\ // ; '/` ;; i'' -,- /7,--;•;/,i'` I„ if
<br /> l ,er'rt p! ! pratalifille. 1�► tn� 41 ;)�' �� \ _''ti. ' OTHERWISE N07ED.fir., '> / �:f r ��� ` `��� 1 ©, � TYPE A
<br /> CB 6B \ r /.f,
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<br /> ,: F / ':"ke.` --'-'161-ft , i.... 1, �• }; a STA. 1+81, 13.25'L T DRAINAGE MAINS "
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<br /> J - � 2. 8 STORM D A NAGE SHALL BE N-12 OR EQUAL UNLESS OTHERWISE ND1F. 6 � Z/ /.�' ♦ r } \ i \ L: ' % Ilikk STORM SERVICES SHALL BE PVC OR EQUAL UNLESS OIHERIMSE NOTED.
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<br /> / / , ,,,,//'''''_ ;t r' ,°de� \ i 1 ` , . �,>/: CONNECT FRENCH - \ ti 41 3 8 SANITARY SEWER MAINS AND 6 SIDE SEWERS SHALL BE PVC OR EQUAL UNLESS
<br /> /-y - .y./J. ./ - DRAIN\TO ROCK Y
<br /> 1 J:i,/` ,.{,.: ��� \,\ 1 �, S, �, � i � �{ � �6 `. 6 1 TYPE A � OTHERWISE NOTE
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<br /> .v - ,. }`�r ! 80 411101P/M-S1010,\W11-.ii 5 ,_ �\ \, d' STA. 1181, 13.25 RT�o r; i' \t wr'r J,. i♦ ti .4pX �� '00''A1C DRAIN i s,, 1 s4.i` /J rtt�, 'r',/":' .�' \`�9 t4,,� � \ �, 1 �� C �� 4pf 4. ALL CATCH BAS/NS D/SCHARGING DlREC1Z Y INTO A SAN/TARY SEWER MANHOLE SHALL z�Q , , , ,,ti,'J�t,' ' a,'. o '', :��. 4/;` , �t EX/SANG SS MANHOLE " -
<br /> \, o SIGN ,/ //11,.1.((l A , % 54,
<br /> BE TYPE/I, 48 0 WITH A GAS TRAP PER C.O.E. STD. Da. NO. 410. oc
<br /> , " . , .; ��: j \ t 8> i ®41,01114:6 TO BE REMOVED \ir w
<br /> y "529;r,uT � , 1 30 \ �' ' \ �• 1
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<br /> h��\?.�. ;'` / TYPE A � ,4/ 1 „, 0+,, 7 I 78'' - N `., ryi:78:915/41/4/5';---::4-1-7-'7-1;it'll#11:.
<br /> ' . V 14 � \� k� STA• 1+29, 16.1RTF. \ i , :' y(//fit `o�'t .4� /' l '� , ,♦ - - • ' �:-f Yp - n ; ,gid`. 't
<br /> 6+ 1 LOCATE AS SHOWN >�j ��J'� j,. e• i Swy` A ��E A
<br /> o // /. . 3 � TRACT I 50 -` .': 7 J % 1i. Ni _ , TYPEll48W/STANDARDGRA1EPER > 2 ,,' ► � " ,-. / j $ lip * '\
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<br /> ., ``,,•- �►, i y 5,1 /: 7 , 84 ', ,� 1,� ' 1 \ R=36.36 CNT STRUCTURE
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<br /> > , , V i' t '�- r �_ • �I W/ EN C RB E'> o\ , ' y �,�'� � WQ!i ` r\\ \ F ;'" :, �� -- A �1 \ FRAME AND GRATE PER ��
<br /> �` TYPE A E ,9 / 1 •� \- 1'' 52' Ali, 1. ;.s, ,: ,.� 136,_,t J0 *• \ C.O.E. SID DETAIL NO. 408
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<br /> PROPOSED POWER VAULTS' TYP . 11 \ 7 DP-:- 0 + , ., ',----,,,,o,r � } �\ •EI, 48 0
<br /> i ( ) _ `\ ,�1 r 8 \�. R=1335.86
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<br /> SSMH 7 ,> - + 13 ; - ' t �� 7 AlliVhilt ���"`' rII' ,22.8,, ' 36 �' 6. ` j 1 1+64 a �, R ,� .,.. ► -. 00
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<br /> i �o LF \ 1LOCATE AT d/4, R 35.46 W\ l, t,.�` �1 \\ " \'. \ \ \ ' r � '•,5 `5 -88 �� �1 25 .�- .. W/OPEN CURB FACE
<br /> STA. 9+11, 13.25LT CNT GRATE ` ��i�` •� , r ; 4¢' ��/ J,a \,; �,, � �`� �' � '56 - •� `' �� ��'' -, ,�` FRAME AND GRAZE PER Z \ �12.35LT CNT SIRUCIUR 4,. / 8' ,'t �► \. \i' T• \ (, �,� ��� � 89 �_._�rl'-'17\7''
<br /> C.O.E. STD. DETAIL N0. 408 Rr LLI LL'i()
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<br /> �.., �o _.- ,\, REMOVE 8 LINE NORTH TO EX/SANG MHIll _ I�
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<br /> \', \ -° ) - IASTA., \ I1 i }\ `4. , s-. - 1 , 1 "t ALL CATCH BASIN CONNECITNG r t •�,a '� = O Lu
<br /> ; , ,,,,,\ „, lk, \ ,., '77, ._1000,
<br /> 9.50 \. LOCA AS SH -' 2+79.5, 13.54RT•CNT GR TE '\\ r, t ` \ ,,, \t r s\� \. \ 7�- 1 '.,, -�- \ \ + 1 74 ! DIRECTL Y TO SANITARY SEWER "i O I\
<br /> \ T'`f' , +� tea~- , 112.6'RT NT TRf! a '`', N68,9'271 �) `' " , •� .+
<br /> \, \ oo �%�iZ.31^ 5 `` y" 4 ` ,� �r ` \ > MANHOLES SHALL BE lYP£/l, 48 4 ,. CO
<br /> ,\ --,,.e: . b° , i ', '': . '' a w/OPEN\CURB FA E \ �. i �'�,, v ', 4,_ 20• , 1, 64 _ ' WITH A GAS TRAP PER C.0•E. :'
<br /> \ N� G..SE,3- - ;` \ !r7?AME A GRA PER'{ \ { \ , ". w fo`t, ' r (�
<br /> \ ,\ �ti6 = �,sa `r' \ `\ (\;\'`. ;' � 7 \ ! \ STD. DTZ. NO. 410(CD) [-►
<br /> ��, N6 TE?;: __ \_ I t��'Q ! A DETAIL NO. 408 \ \ \�43 ^� �t 3i - 111► I ( W
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<br /> \'\ RI i 9-.,,2ALL ROCKERY F0077NG DRAINS 1 j t ~
<br /> \\ \ \ 12"S1,'88.9 1 i CB 88 TO BE CONNECTED TO CLOSEST II/ 1 Zt- r
<br /> F:2"&w 87.22 ', 1 I STORM CLEANOUT AS SHOWN(D P) • > .� U
<br /> \ _ _` \ ADJUST EXISANG RIMS TO TYPE A �_- G` ,.., k
<br /> \ STA. 2176.9 13.54'L T �'..... _ Q o
<br /> \ \ '\. ,\ GRADE(T ),A/�/D PLACE ii :% '� w
<br /> \, \\ \ ,OLID LOCKING RIM ON CB W/OPEN CURB FACE r; \ �' .p•.. z z p
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<br /> IN SIDEWA ' FRAME AND GRATE PER 1 - - --- - - k��-
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<br /> \ \ \ i I, C.O.E STD DETAIL NO. 408 1t l
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<br /> PROJECT NUMBER
<br /> J�'DATE BY 05064
<br /> 5 s (( - flJ,4&'U �iz-tr 534E Marine View Dr Belnionte Heights Utility Drawings PW0605-056
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