|
SE 1/4, NE 1/4 SEC 1 1 , T. 28 N., R. 4 E., W.M. CONSTRUCTION NOTES: •
<br /> A \ I GENERAL NOTES:
<br /> 7 CONNECT PIPE TO EXISTING STRUCTURE.
<br /> I ]] 1 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES DETENTION VAULT COORDINATES O REPLACE EXISTING GRATE WITH SOLID LOCKING COVER
<br /> PER WSDOT STD. PLAN 8-30.30-01, UNLESS ARE TO THE INSIDE CORNER PROPOSED GRADE (TYP) PER C.O.E. STD DWG 410.
<br /> l -I cc:271 I OTHERWISE NOTED. SEE DETAIL DWG DD2-DD3 FOR
<br /> TEMPORARY BENCHMARK RIM=573.3,I ELEVATIONS O ADJUST CATCH BASIN TO FINAL GRADE.
<br /> T, NORTHERLY FLANGE BOLT ON FIRE HYDRANT I IE=5.9.SG I 2. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> IN THE NE TOAD OF THE INTERSECTION OF I BASINS ARE MEASURED TO CENTER OF STRUCTURE, 04 PAVEMENT RESTORATION PER C.O.E. SM. DWG. 316.
<br /> `� .�. 75rH Sr SW♦:SEAWAY BLVT I RIM=57337 UNLESS OTHERWISE NOTED. I
<br /> ELEr=575.04
<br /> •
<br /> �\ .�I IElsw}=ssg.93 O 6" CLEANOUT TYPE 1 PER C.O.E. STD. DWG. 604,
<br /> I , 520 IE(rtr.07 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH
<br /> aPASS DISK WITH PUNCH, BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED 6O 6" CLEANOUT TYPE 2 PER C.O.E. STD. DWG. 604.
<br /> IN CASE.0.7•N X 0.4'W, I I - - CONC y "�Gb -.. UNLESS OTHERWISE NOTED.
<br /> DOWN 0.3' I I AT. 1n 0 ROOF DOWNSPOUT TO BE SPLASH BLOCKED ONTO RAIN
<br /> 5 "`'��=c7a-__- / cs�_-;1 �� 4. SEE PLAN SHEET DR1 FOR STORM DRAINAGE NOTES. GARDEN STREAMBED COBBLE SPILLWAY.
<br /> ` �_DO I I W - CB2037 DETENTION VAULT
<br /> R±se=572.7a 8O INSTALL 6" PVC STORM DRAIN PIPE STUB FROM
<br /> - i I MONO E R OD \� \\ iE SE)=5s7.07 CLEANOUT TO SWIFT SHELTER DOWNSPOUT UNE PER
<br /> hs n% 7e,^ IGSEi =57,03 / DETAIL ON SWIFT 11 DWG. NO. BSP2.
<br /> I I 5I O •\ ���' � �����` ��.. SCALE � = ` - CONNECT NEW CATCH BASIN TO EXISTING PIPE.
<br /> .'; .
<br /> I I ``SS '��~"'�..,` ,.. •��•�•� DETENTION VAULT LOCATION DETAIL 10 CONNECT SHELTER DOWNSPOUT TO CATCH BASIN OR
<br /> I , ---4---------71-t---"/ `ti Z� �a \� 20 0 20 4Q N.T.S. CLEANOUT VIA 6" PVC STORM DRAIN PIPE.
<br /> I -\ I I �?� `\ PP '. FEET
<br /> ci
<br /> 5� ---- 100LF CUT OFF TRENCH 574.- �,
<br /> 8LF 6" PVC Pipe 00.52%„ t-� S2 �_„__�`,
<br /> ° Rs&GUTTER 1 SEE DWG D06 \
<br /> I o Off• `.v� �,, `.�\�\ .
<br /> PROPOSED T w- {" /O ''th© \ \�\ \\\•`� \N\ 1,
<br /> - DRAINAGE ' ` \\ �� \N. �•\ No;se, \\ RIM=573.93 i... ONCREIE
<br /> EASEM CB#23 TYPE 1 yy v'.'sa'\ \
<br /> .�-� �..'� -�39LF 8" PVC 01.00% ING UD S "4;Fi:,
<br /> �� \ � � PERO OE STDUD . DWG 410 `\ \
<br /> � '. _ �_- '���`� N:342759.30, E:1290699.08 _ .---_ Sp \ CB2500 2" CSTC OUTFACE
<br /> '� J - 6
<br /> , �� ` ��\`\ -�- 8" IE=571.00 (W) SAY Via;, °�a••, \\ e(Nw}e566 tIs
<br /> /// /��.98LF 8 ,PVC ®1.00% "- 1 \� 8" IE=570.39 (SW) `N a` \s\ \
<br /> 93LF 12" PVC 01.65% �/ �- i \`� • \ IE SE}®SEE F3
<br /> E ��t <o s• >\ '� p " S �.�\ \\\ IE=573.18 STORM DRAINAGE NOTES:
<br /> 1 it '1 __ I - 5� :r P(, o �,� ��� \\ \ �-5 RAIN GARDEN 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
<br /> Ic(M1n ;, I I\Pit \\ �- �♦ @�. `` r,,� DO \ ‘\\ \ \\ IE=572.98 IE=572.37 CONCFAIFn, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,
<br /> cB•D%i■�. ®3,?g \'„ `, Flo _ •��` \� \\ \ \\\ s.5 z51 TESTED. AND ACCEPTED BY THE CITY OF EVERETT.
<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF
<br /> p I I i,i `�-g. '`� • . �'` ,�•`, \\ \\ 1° 'S EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF
<br /> E
<br /> Z d; I s i • sSLF 12" PVC ®2.16%k,,N.,,``.,, _,,, \ NEW DRAIN PROFILE WSDOT/APWA.
<br /> l CB 24 TYPE 1' �' '-��„-�
<br /> I 0 # N, `. c\ �\ N.T.S. 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN
<br /> N:342729.24, E:1290673,50 /'y 40, '�"L \
<br /> o G u- ���`. .\\\ OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> 8" IE=570.00 (NE) �� O �• \` \ '"- \\*\ \ \ CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> I 1 12" IE=570.00 (SE) 'J- 4� e,i `.� ,•\ ‘,,„.\ \ \ VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> wa ,is_;My._ \ \\\\ \\ VERIFICATION
<br /> ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTIUTIES
<br /> o CB 29 TYPE 1 • ry - '�\ \ \. :`' ` 7 \
<br /> E. N:342737.36, E:1290554.23 =. EXISTIN ' 1141.4)''''
<br /> �' s. ss \5;.;h\ \\\ ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
<br /> 30' Pup ;S i 26LF 6"`PVC•®1.0%,MIN'' ro \ '\\\ PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE
<br /> 12" IE=571.46 (S) = a!^ '' EASEMENT ,`I • g � "N PROPOS DITCH \\ `\\ APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF
<br /> 12' IE=571.46 (NE) I N \ !I` ,.\\\. '`\,,; SEE DWG 6 `,;;\\ \\\ RELATED CONSTRUCTION ON THE PROJECT.
<br /> q '\ CB #4 TYPE 1�,, �� \�\ \� ? `e `,\ 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br /> 0 `, I I I I I '? �-; ?, SEE DWG. DP2; r ) ' • \`..ao'.``,�;.gyp, `�` \\\ ••, , `. -<h�� `,\ EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br /> rn \� I ��`, S" \\ PRIOR TO STARTING CONSTRUCTION.
<br /> I m CB #3 TYPE 2-48" VAULT CORNER 1 1" 6,z\\\ \ \� \\ s \ \\
<br /> a SEE DWG. DP2 : �,. ,; c \ •�\ 7t Caz-�° 5, ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED
<br /> j, N 342670.69, ,, - y • \ ,,• \ \\ Rut=571SD
<br /> ••
<br /> I I ;I ' r, DETENTIONWAULT•,'``\`•, \.�`\\ \ s \\ ,\ \\ iE{<t;'.==se.z0 "DUMP NO WASTE, DRAINS TO WETLAND."
<br /> 5 }- 1 :o I ? , , 1 pry,. SEE DWG NO. DD2-Db3•vv`vy','•;vv•`,•`•. o ` ��v �\ \� O vVA IE!SE;=sss.03 6. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED
<br /> ¢ Q f, I i ' ' '' ��� v A �" \V` y y� EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE
<br /> 3 , I 5-VAULT CORNER I , \ ,`, •.\ ,,`, \�, \ \
<br /> Ti a I t I cC �. / ,\ `� `�. `�y ';•,•, \•\ PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br /> I LLl I / N 342646.80, 9� ` \\\ •,;_ \ LEGEND
<br /> l A3 C, 65LF 6" PVC \E 34264 .80,74 \ •\ , \y \'• '�\ RECEIPT OF SATISFACTORY BACTERIOLOGICAL ItSI RESULTS.
<br /> w (n /� _ ®1.0% MIN A
<br /> i ry \ �`:` \�`a�.\ '`= \ 7. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE
<br /> i I •.\ 4� \\\;•..• a. \ ���� 2 3 Vie`.
<br /> Y`O '�\ o• \ SD STORM DRAIN
<br /> m I`! -t• - . i oo BY THE PUBLIC WORKS DEPARTMENT AT THE CONTRACTOR'S
<br /> 1? , m i''•,`` ? ,!)' \/r I: `�\� \\ ;\\\\ ,\ ; --- •;ty.,,\ \ - - - DITCH EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT
<br /> 4 \ \ \ , " \ s \\ •,•\ ,..\ LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE
<br /> # I _ S i ? I I I \ `\\• s \\ ��\ • CATCH BASIN PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE
<br /> CB 1 TYPE 1 \ . \ • s \ s,` -
<br /> N:342656.57, E:1290561.72 1`, - :� I i i ! \ `R` \ .© ,•',` s •`� \\ •'�' "^;��, `` , • CLEANOUT DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br /> m GE=575.96 I
<br /> mm C i _=�'. �, ^I \ r 4 „ .`• FT #1 \ i , \ 8. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT
<br /> �? 12" IE=572.36 (S) Owliki \\:\�1` !�i • \`,`�•,� \,`\, 6'X4' FI TERRA UNIT STANDARDS.
<br /> 571.80 I ' ' i s\,. - ;`• ' 33LF 6" PVC ®1.O% MIN i ••I , :\
<br /> fi 28LF 6" PVC .' ,0% MI , '. \,`•.; ' $ ', 1'\ '��,�`,, SEE DWG. DD6 - ,Y ;, 507 g. APRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE or(
<br /> ' 0 -. l � \`i / _ f,V \b ;`�\ 1 is •y`•, `;\ PRIOR TO THE START OF CONSTRUCTION. THE CnY OF EVERETT
<br /> Y I re c �• - `'.\ PUBLIC WORKS CONSTRUCTION DMSION MUST BE NOTIFIED AT LEAST
<br /> o Ti ♦ I W �•; • r \' B �\n,\ ` \ -``@ �• \ g�L \ 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br /> g I_ _ % iI F "r , �� , S p, •,,•`, \� ,, .\ �L`\;\ �` `•;'� `•\\ 10. THE CONTRACTOR OR THE CONTRACTORS'S AUTHORIZED AGENT
<br /> ;, I p 5p i I , ? ,„�I ,�.` .� ,' I (! �9 \� © } `? '..\ \\�\�;`, \\ SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO
<br /> .E ��iz. ``. , _ .,�9/- I I 'L ,\ ` 73LF 6" PVC 01,0% MINA'•. `• -.`:. '`,a\l ?a,\\ l\ CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION
<br /> yy !' ;,�i i 2 , =z�„ .\ ON A 24 HOUR BASIS.
<br /> •
<br /> E H� „' C 1 'y^, �o 66LF 12" PVC 00.55% - ♦ n '' 1 1 S T S ;\`
<br /> $ l `6% I ?, 1 `22' 19LF 6" 01.0% MIN "� \\ • ``•., �;%`, ,i ,`\� ;\ 11. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br /> J 1'6 , , ` 3 i ' „ �� , \ s =; ;\ s OO \•;, \•\\ VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE
<br /> I I u- i \ ' \` ' s; no \ ••y y CONVEYANCE SYSTEMS.
<br /> e CB #2 TYPE 1 J Lr • i _ `\ \ ', \ -,\ �, ;t, \\
<br /> SEE DWG DP2 i } / y I I' ` I `i °'` ', \\ -BUS.
<br /> RfOTE \ \ FI \�' t; `•,\ 12. ALL CITY OF EVERET7 VALVES SHALL BE OPERATED BY PUBLIC
<br /> 7 i Q i )� 1" "' m .e '•,.�\\ \ sso `\••` `•` fit\ •\ `� �� ':\ WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND
<br /> ` 1 I -, -5 w:f Low \ -' '? �.� , :1< .., ; a ,\
<br /> .Q I 'ET• \ ,. 1r 1 I 's.5„ " t , \ ?\ ;, , , ,; \; 7 @\\ EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br /> a I I I' OY4/ODD c. } .1 ti.. ', •L��_, A '\ t 0• 1 \
<br /> �1 ^' ♦ • i� Csz55a
<br /> - I , i - :I raEC J r, n,na 1 ' 11 ` . < n \ , ` . , -,'\ 5. ,0 \:\ \\` P.IM=SE9.20o I
<br /> a MATCHLINE SEE SHEET DR2 811
<br /> 0 �D88
<br /> V
<br /> X
<br /> i4
<br /> oeERT Know what's below. �'
<br /> �, , T, Call before you dig.
<br /> E /\ 2/8/17 ADDENDUM NO. 1 MS DS k 9� 9
<br /> m 3/16/17 CHANGE ORDER NO.1-RESPONSE TO CITY PERMIT COMMENTS MC DS '" COMMUNITY TRANSIT °row' No.
<br /> r E RTE ET ..--__-----fl a Drawn By SCALE DR 1
<br /> �� ^ MMC 0/14/19
<br /> 1/22/79 RECORD DRAWING REVISIONS AY BC �I / �. Designed By Rorie
<br /> 5\ 9/23/19 ADDITIONAL BUS SHELTERS MC MM communttytranslt/ ",r�, 54923 " MM 10/14/19 1^w20, SEAWAY TRANSIT CENTER
<br /> B 2707 COLBY AVENUE,SUITE 900 '.` 4 �-C r'0CISTER v\ Checked By Vert Sheet No.
<br /> 71
<br /> EVERETT,WA 98201 SR•,II L' S'ONAL ENG sC 10/14/19
<br /> o No. Date Revision By, Appr. 425.252.7700I800.615.9900 "°Pror�65 Project
<br /> °�;r DRAINAGE PLAN 1 � 20
<br /> %Lt/7.oli of Total
<br />
|