|
. SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> 1 I
<br /> `1a, _ I
<br /> GB 2271 TYPE ICONSTRUCTION NOTES:
<br /> TEMPORARY eAR7-RK GE=2'CO O CONNECT PIPE TO EXISTING STRUCTURE.
<br /> NORTNER�Y rLANGE BCLT CN r'IRE HYDRANT I IE 12'CONC S=569.50
<br /> IN T'HE NE QUAD OG'THE IN'ERSECTION OF I CB 2033 TYPE I
<br /> �' 75TH ST SW&SEAWAY BLVD I GE=573.37
<br /> ELEV=575.C4 I IE 12'HDPE SW=569.93
<br /> I 2 REPLACE EXISTING GRATE WITH SOLID LOCKING COVER
<br /> L IE 12'CONC N=567.07 PER WSDOT STD. PLAN B-30.20.
<br /> IE 12•CONC E=567.07
<br /> 2°BRASS DISK WITH PUNCH, O ADJUST CATCH BASIN TO FINAL GRADE.
<br /> IN CASE,0.7'N X 0.4'W. CONE WALK
<br /> DOWN 0.3' W - `
<br /> 50f00 1 ________'--W s-} `\` \\ \ CB 2037 TYPE i O4 PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> �- GE=20379 OS 6" SEWER CLEANOUT TYPE 1 PER C.O.E. STD. DWG.
<br /> 604.
<br /> ~_ W �� i�iY coNc 5E---s,.o gO 6" SEWER CLEANOUT TYPE 2 PER C.O.E. STD. DWG.
<br /> MONUMENT UD
<br /> UNABLE I:O OPEtr
<br /> _ r 5j 00` C\ w SCALE 604.
<br /> i` GENERAL NOTES:
<br /> --\\ 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES
<br /> 0 2O 0 2O 40 PER WSDOT STD. PLAN 8-30.30-01, UNLESS
<br /> / w FEET OTHERWISE NOTED.
<br /> \ \
<br /> \ 2. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> I' CURB&GUTTER �' \ 5 _. _ S? 0 \\\\ UNLESS OTHERWISE INS ARE RNOTED.ED TO CENTER OF STRUCTURE,
<br /> TO SW - O Nv \
<br /> PROPOSED /�` \- I 0 �1 \ 'SIGNAL AHEAD' IAMON• \ \ 3. ALL EXISTING STORM DRAIN PIPE AND EXISTING CATCH
<br /> CB 2024 TYPE PUBLIC I HAPED SIGNM.ANEA SIGN : \\ BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED
<br /> cE=575.37 DRAINAGE! i • \ UNLESS OTHERWISE NOTED.
<br /> IE 12°HDPE 5=571.42 :US STOP'
<br /> IE 12°HDPE NE=571.40 EASEMENT I rt�`, C \� \\
<br /> W \\
<br /> �' ..`q`\C`pq S \ CB 2500 TYPE
<br /> II / , T \
<br /> �,, - S`� GE=572.43 STORM DRAINAGE NOTES:
<br /> II O ,,,,,i \ IE 12'CONC NW'=566.63
<br /> A \ IE 12'CONC SE 566.631
<br /> i ,; I� 1` II O \ Ay \ 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
<br /> f� ! . \253 \\ CONCEALED. OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED,
<br /> © i ...ii
<br /> of _� ,, I III°'° O �� © S`� \\ TESTED, AND ACCEPTED BY THE CITY OF EVERER.
<br /> / 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF
<br /> �,,,yl� �� I CI I •��;' :- ``` OON \\ EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF
<br /> :E‘'
<br /> '�!, � O '.. I0, •, ` ```•�� \\\ WSDOT/APWA.I" �,, I \ ! • '. , ♦, �� \ \ 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN
<br /> limit/' .4. ♦ ` \ OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> Y O .�� I I a�^ �•`_,, \\ \ \ CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> ' ', �G `• '� ``��\` \ VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> ti, ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES
<br /> a m I ♦ © SSMH \ ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
<br /> I ' '9 %'` CTR UD=572.71 \
<br /> : \¢ y PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE
<br /> EXISTING
<br /> ti i.•T♦ , `- \�p \\ \ APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF
<br /> \J4\ PUD _:CV ♦�26LF6" PVC 010% MIN ` cz s.
<br /> \`` ` \\ WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br /> I - \ 'SEE DD6 \ EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br /> O I s.,4 ,♦, N..� \ \ PRIOR TO STARTING CONSTRUCTION.
<br /> + CB #5 TYPE 1 .;� O • �`i, \ \ \ 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED
<br /> a •- ! I 4 I SEE DP2 ♦, \ ,\ \\ "DUMP NO WASTE, DRAINS TO WETLAND."
<br /> °oQ J CB #4 TYPE 1 `'c. • F' \' sA \ CO 2528 TYPE I 6. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED
<br /> , m I SEE DP2 I �• \-\�� \ cE=371.50 EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE
<br /> O !I! I- �` DETENTION VAULT \ IE 12'CONC NW=566.20
<br /> } 4 L� I II tss � SEE DWG NO. DD2-DD3 G \ \�\ O \ IE 12°CONC 5E=566.09 PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br /> Q �, 11 ® '4 O ♦ \ RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> 3 I I I 1 I 'ii I �\ 4y,. ,• \�� \ 7. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE
<br /> QQ I III .J `. ,e • \ s BY THE PUBLIC WORKS DEPARTMENT AT THE CONTRACTOR'S
<br /> V) , 0 6 01LF 6' M N I I,� �,, �♦ \\\ `- 4�\ EXPENSE. THE PUBLJC WORKS DEPARTMENT SHALL BE GIVEN AT
<br /> (n ,�\1 01.0% M N I I .,;� I $ �• Cq \\\G ©© fP\ I FOCI 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE
<br /> N
<br /> ET_ I II 1= � �• \ gam\ PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE
<br /> I. I I,I ' II I J 0 �• �\ %1 DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br /> ,I I /O �4. ♦ \ P -\ �"A'\\ 8. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT
<br /> CB/2 TYPE 1 '> I I • �• �� \ STANDARDS.
<br /> N:342656.57, E:1290561.72 ‘.,
<br /> GE=575.96 ,° ,� ,• ` .6'X4' FlLIERRA UNIT \ 9. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY
<br /> 3 12" IE-571.89 (S) 1 - I N I
<br /> I I ,i � SEE DWG. DD6 ♦ \ PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT
<br /> JI
<br /> ® \ \ \ \ PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT !FAST
<br /> I - Q ` I I • ~F, / ,•�.
<br /> \ �,��`� \\ 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br /> q ,° •
<br /> m i �♦ \ 10. THE CONTRACTOR OR THE CONTRACTORS'S AUTHORIZED AGENT
<br /> Y i N • �`., \ SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO
<br /> 'RA,SIT �_ ? Y' �q �G Yso •S \ �� \ CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION
<br /> o I = I I ; �O S ♦� •\ ,..� \ ON A 24 HOUR BASIS.
<br /> -' Spy •6LF 12" PVC 0074%; I is'i LF` L �9 .41: © �` �, \ 11. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br /> lu �,� �P ' 'P �- ♦ 73LF 6" PVC 01.0% MIN`. ��� \
<br /> s y �♦ \• � �f \ VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE
<br /> T I , •O • y`° SCONVEYANCE STSI EMS.
<br /> E 66LF 12" PVC 00.56% s s L / •♦ \ i \
<br /> o £ j 1� - �♦ �\ Q \ 12. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC
<br /> II s"", 1 1 i ' 1 \,\% \ WORKS DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND
<br /> CB /3 TYPE 1 !' j s I ? b, •�♦ \\`- \\(\s
<br /> \\ EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br /> . t ‘ \\‘‘ -'(.- A „,_. ,' \
<br /> IN
<br /> MATCHLINE SEE SHEET DR2
<br /> CALL 2 BUSINESS DAYS BEFORE YOU DIG
<br /> NA VD88
<br /> E 1 800 424 5555
<br /> x UTILITIES UNDERGROUND LOCATION CENTER I
<br /> U
<br /> Dewing No.
<br /> n• - r ..--... Drawn By Date CCAI F
<br /> COMMUNITY TRANSIT
<br /> erteet c--- 0 75%SUBMITTAL ONE 9/27/16 DR 1
<br /> Designed By Hoy& SEAWAY TRANSIT CENTER
<br /> 425-252-770011-800-615-9900 communitytransl\ NOT FOR MM 9/27/16 1°=20'
<br /> Checked By Vert _ Shoot No.
<br /> 2707 Colby Avenue,Suite 900 '„srr,l/8 b t„T CONSTRUCTION BC 9/27/16
<br /> • No. Date Revision DRAINAGE P LAN
<br /> Everett,Washington 98201 Approved By Project Number
<br /> m BY API', 20110155.023 of Total
<br />
|