|
• SE 1/4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M. CONSTRUCTION NOTES:
<br /> I GENERAL NOTES:
<br /> 0 CONNECT PIPE TO EXISTING STRUCTURE.
<br /> I 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES DETENTION VAULT COORDINATES O REPLACE EXISTING GRATE WITH SOLID LOCKING COVER
<br /> I I PER WSDOT STD. PLAN B-30.30-01, UNLESS ARE TO THE INSIDE CORNER PROPOSED GRADE (TYP) PER C.O.E. STD DWG 410.
<br /> '^� 7 C62271 OTHERWISE NOTED. SEE DETAIL DWG DD2-DD3 FOR
<br /> , TFMPCtkjg7y REN nC MARK RAM=573.3' ELEVATIONS / 3O ADJUST CATCH BASIN TO FINAL GRADE.
<br /> '` AN I IE=569.50 /
<br /> NORTHERLY FLANGE BOLT Ft RE i:E HYDRANT 2. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> IN THE NE QUAD OF THET INTERFECTIGN OF I BASINS ARE MEASURED TO CENTER OF STRUCTURE, 0 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> ' ,.�< 757H sr;w St SEAWAY Bc+D I R M=5,3 37 UNLESS OTHERWISE NOTED. 1 '
<br /> .\,, ,:,„w ELEV=575.04 I IEISv,')=569.93 I 0. 6" CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604.
<br /> IE(N):5E7.07
<br /> I I *Qto+_ LIE)=567.07 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH I
<br /> 2"BRASS DISK WTI,HUNCH. K BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED O 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604.
<br /> /r IN CASE,0.7' N X 0.- , I I co
<br /> NC o.•E,� \`p UNLESS OTHERWISE NOTED.
<br /> / DQwra D.3' I 1 - A`'r• _" hh'l�c --- O7 ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN
<br /> f5 -s7a-- t `` - 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. GARDEN STREAMBED COBBLE SPILLWAY.
<br /> Q Po I I W _`'•--.///��` ---\ Gg2037 DETENTION VAULT
<br /> -------_,I _ .. -- IR;NWt=567 ` O8 INSTALL 6" PVC STORM DRAIN PIPE STUB FROM
<br /> I I -.; _ -- IVSE)56703 / CLEANOUT TO SWIFT SHELTER DOWNSPOUT LINE PER
<br /> MorvuppE E1n, a - e(sc;=s67.va I
<br /> LINABLE ITO Or \` �_I R� �J'0.( �- -- _ DETAIL ON SWIFT 11 DWG. NO. BSP2.
<br /> I I , , . ...QQ` ,ly �`�w` -"'--\ SCALE O9 CONNECT NEW CATCH BASIN TO EXISTING PIPE.
<br /> ff �' -\ ���� ��- DETENTION VAULT LOCATION DETAIL 10 CONNECT SHELTER DOWNSPOUT TO CATCH BASIN OR
<br /> 1/ �� `� Zas. \�- 20 0 20 40 N.T.S. CLEANOUT VIA 6" PVC STORM DRAIN PIPE.
<br /> ' .\ I ; , h`.\ ,'-,
<br /> 8LF 6" PVC Pie ®0.52%„. .�-5 _ __ --- 100LF CUT OFF TRENCH S`2�`\------'5�a " ''''•''`,. , `.
<br /> + P I I J- ] - O 4,5
<br /> RB&GUTTER? J 0 SEE DWG DD6 O,, a', \
<br /> I T S--1 Cam,^,. •\ ®--
<br /> PROPOSED I - 3 `~\`.\ :: TT
<br /> '``.` 1'
<br /> PUBUc I a I
<br /> I = DRAINAGEf, /' '�i� w �....��., � _ \Ns. `\ '` c��., �\ RIM=573.93 •� 4" PED CONCRETE
<br /> EASEM ' \ .- ---.4...........-" 'ti_ CB 23 TYPE 1 .\ 'y:s,,\ \
<br /> `✓tile`, -,,39LF 8" PVC 01.00% �S �• FA \\
<br /> I. IE=569.93 •' ®' '�W/SCUD LOCKING UD0, h, `•,ti RY, T\,
<br /> �- 3� _ PER COE STD. DWG 410 •7 \
<br /> iA I -�� I `�� ^`�_ N:342759.30, E:1290699.06' S7 \ OUTFACE
<br /> I - - - I - -� a 1 r� �"`�'`- GE=573.39--- � . - --- �`.` as �•` \\ `¢g' a3 2" CSTC IE=572.8
<br /> /`! 3•y^�r� � "3 _ �I" `o `' 8" IE=571.00 (W) S� \�. Qr \ EC tv 5
<br /> 98LF 8 PVC 01.00% •- \ ^4i „� \ ,E_E)= >j
<br /> I93LF 12" PVC 01.65%Y "-- �_,.ti II } -�' -.i8" IE=570.39 (SW) `.`l� �`aQ \
<br /> rm. a \ \ k \ STORM DRAINAGE NOTES:
<br /> - / /�.i - ` �\ �:o©`,,\\ s \�`\ ay,\�\ \\ W=573.18
<br /> ;e B•• \---__ n 0 `� \ \ 22.5' 1. NO.PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
<br /> , I• _ PV ,� \ RAIN GARDEN
<br /> C \ r, \ IE=572.98 CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,
<br /> an II? Pipe \r ,p `��,. \\ O0 \ \\ \ \ IE=572.37
<br /> / 15) \ 7 TESTED, AND ACCEPTED BY THE CITY OF EVERETT.
<br /> & I' ' / / ti {- ,l'S-' � ®3? !♦`� �"• "�� °�~'` `" \ R' 572 7, 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF
<br /> ! i� ,T/ I I -.ic-t '.\ r V •' �^. : :� \ \�` '"G-` EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF
<br /> tl R %s i ��` .55LF 12' PVC o2.1s%a`�,�'�.,` \ NEW DRAIN PROFILE WSDOT/APWA.
<br /> lictvI .CB#24 TYPE 1 ^Y' �T .,.,\.\ `� \
<br /> I , ♦ • , e.; • � \, ^^ \ \ N.T.S. 3. APPROXIMATE LOCATIONS OF EXISTING UTILTIIES HAVE BEEN
<br /> N:342729.24, E:1290673.50 I /5 ♦-
<br /> 3 ' o I 'G cs ♦ �\\�`` `\. \\ , \` \ \\\ OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> rn GE=573.32 • 1 S .f ♦♦ ` \ © -_ \ CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> 8" IE=570.00 (NE) , �, ~. `, \'' \ \
<br /> o ® , / z\\ \ \ \ \ \ VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> 12" IE=570.00 (SE) ''1 9f- '\F\� �®. ` \\ \\ \ ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES
<br /> o C8129 TYPE 1 a EXISTING 1';Mi.., -
<br /> E. N:342737.36, E:1290554.23 ' m• \ \ , •', � 4�' `:,..,., .`s.. . 763 ,,,,,. \, \\ ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
<br /> 30' PUPI . 26LF 6" PVC '01.0%`MIN .�...o,\- . \ PUBUC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE
<br /> GE=575.40 0 :. \ \\ \\ \\
<br /> ;i ' EASEMENT ; \ a APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF
<br /> 12' IE=571.46 (S) a \ f- ,''\ I _ �- ,• 5 \ `� \ PROPOS DITCH \\
<br /> I ,\�• \� SEE DWG D 6 \ \ RELATED CONSTRUCTION ON THE PROJECT.
<br /> 'a 12" IE=571.46 (NE) I `\I`; \. `, \ \ \�` `,\
<br /> ]I V `6 \ CB #4•TYPE 1 ��- • \ \ `\ ', `�\ 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br /> m ; 0 I I 1 `'\ 1'; SEE DWG. DP2 '� c� ,���?`, ,\ ``\ \\\\\ / `� \\ EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br /> wV• ti \ \ PRIOR TO STARTING CONSTRUCTION.
<br /> a I J CB #3 TYPE 2-48' \� VAULT CORNER \� ,s'\'N .\ \ s '`,\ C825'6 i
<br /> SEE DWG. DP2 \% �,, \ c' \ y.� \�`�`\,\ .,\ 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED
<br /> a m ,` N 342670.69, a - ,�\ eIM 57t.5Q
<br /> , I I ,•I \l i\ E 129071.69. I -c DET.ENTION,NAULT \ \`•.\ \ `\\ 0 \\ `.,\ IE(NW1 566.20 I "DUMP NO WASTE, DRAINS TO WETLAND."
<br /> �• SEE DWG NO. DD2-O'03' `."".'ti` '�, ` \ \ O \ \ \ IE(SE 556.63
<br /> o } G • I ,• 1j 'y V�o \ \ \ )- 6. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED
<br /> Q I .' I < 1 "- \ '\\ `\,, \�` , \ ,,\ \ EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE
<br /> 3 - I I I I' �`IVAULT CORNER \ " • •'` �\ `` �!= \�\ \ \ PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br /> LLLQLLUJJ //�� 65LF 6" PVC I N 342646.80, :J 'N \\ '\ ,. \�.°r \;\\ \ 'a\,'' ''o\ LEGEND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> i 7 C E 1290678.74 \ o \ • `; \� \ �^
<br /> y N K I 01.0% MIN I *40:
<br /> o'� `\ `a�` ��yy 1 •( y, \ SD STORM DRAIN 7• CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE
<br /> P FF I .y ao \`:. •A `.gip V®, \
<br /> II t\ BY THE PUBLIC WORKS DEPARTMENT AT THE CONTRACTOR'S
<br /> A / v. -max II I (,,` I` lJL/ I \� •\\� `.,,�•., �� �` " \• •sl�-- \ �;�``ny\ f�\ 0 - - - DITCH EXPENSE. THE PUBUC WORKS DEPARTMENT SHALL BE GIVEN AT
<br /> m I,i ,s \ `� `�• s \ �.- \ IFAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE
<br /> \ i I I y10 I �1'Y% `\. .'\ �`l '? \� N: ti �F. ® CATCH BASIN
<br /> CB 1 TYPE 1 r I I �_, I I •, Ro E �` ,";a\ \ \� �,, '\6\ •,\ PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE
<br /> # Q ' O I I i I r GRr. `•h.`,a�\:.�92 \ \\ \� N \ \\\ • CLEANOUT DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br /> g. N:342656.57, E:1290561.72 E.100 , I I • ;\ '\
<br /> N -GE=575.96 ,• i I m(1 \ • IA�I % ' i .,�„� .r. ,t�� \;;'\ 'FT#1 , \s�\ ;\ 8. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT
<br /> ul 12" IE-572.36 (S) o 1 •.y ;I I 11` ) i , \• `'\`,':�``' , ;,��;, 6'X4 FITERRA UNR`. •3,r STANDARDS.
<br /> 71.80• >n I �`\`.ii - 33LF 6- PVC ®1.0% MIN. _/ -. \ .� . .\,`, ▪ \, SEE DWG. DD6 \\
<br /> •
<br /> co
<br /> ra o 28LF 6" PVC .0% MIN ( `j l \ ;"" Y� l , ,', `\ t?a sw F
<br /> •4t$ ,
<br /> HALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO
<br /> //� \ \ /- \ I _ ` 73LF 6" PVC 01 0% MIN'.,,` `•,•> '\�\\\ y\\ �\ CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION
<br /> o t \ •� ¢f '-- ' \I • 2 �si i ii, , -''\ \\ ON A 24 HOUR BASIS.
<br /> L. 66LF 12" PVC ®0.55X II ! 1 '1 19LF 6 • C 01.0% MIN `. ,,',/N' ''\ \ 11. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br /> 1 { _ 8 11 ' NA ' ;; N \'\,/� -,\`, s ; ,,,, 0 ,\ O I \ VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE
<br /> " I,I !; ; I 1 ' !..•`• `:1 O •
<br /> ••
<br /> \s': \5 \ ,S• J/'� .\ \\ CONVEYANCE SYSTEMS.
<br /> SEE#DWG DP2 �'' `, ;r, 11i` rAt `t E0V ERG
<br /> R 1.1 `'y` \` 1i�°•\`\ / j\;\\ 12. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBUC
<br /> ry i ' I. i '� �; " 5 I ' 1 ' , j ( c `'` fkGEN^i \`, ` \\�'',,,'\,< ��.\ 1 ` \ WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND
<br /> ' 1�' :IET, 5�..-e,}\wlyLow ' 14 ,:l
<br /> I ) �, y i ,.+ •'F' �' l\ ,,\\\ \\ EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br /> , t I,, r„,vOOD'2..,,,, I { `I , S \ yY�" ♦ ,'ra\' ` \ C6255a
<br /> e I a 1 i 1 ,--' Elm 2 'J.,r L„m„ 1 1 �1 1 1t A 1 I /� • ,‘ ..'.\ \ \ `" `3\ \` RIM es m
<br /> MATCHLINE SEE SHEET DR2
<br /> 81
<br /> I 1 0 �VD88
<br /> lirX -
<br /> oeER r Know what's below.
<br /> E /� 2/8/17 ADDENDUM NO. 1 `� w"- �' Call before you dig.
<br /> Ms Ds -- 9GI Drcwing No.
<br /> •c^ DownCOMMUNITY TRANSIT
<br /> 3/16/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS 'a P� m By Date SCALE
<br /> o 7/7L/19 RECORD DRAWING REVISIONS AY BC P E RTE E T -�"gyp 0 /'`- MMC 10�1a�19 D R 1
<br /> s 9/23 19 ADD IS =L ?'a S-=_T=:S MC MM � / -�e'-'' Designed By Hari: SEAWAY TRANSIT CENTER ---�-
<br /> / B4923 . • MM 10/14/19 1"=20'
<br /> 2707 COLBY AVENUE,SUITE 900
<br /> GOiillUtlr ytranslt v �f EG15[ER Checked By vet \ sheet Na.
<br /> EVEREFT,WA98201 sn,,lc 3 c`S S�ONgI ENG Approved By loha/14 Project Number �l{��j' 20 a 71
<br /> o No. Dote Revision By App�, 425.252.7700 1800.615.9900 -� 20160067.001 DRAINAGE PLAN (��,`-
<br /> �f14�oIj f Total
<br />
|