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<br /> SE 1 /4, NE 1 /4 SEC 11 , T. 28 N., R. 4 E., W.M.
<br /> I
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<br /> I- 1 CB 2271 TWE ICONSTRUCTION NOTES:
<br /> TEMPORARY BENCHMARK GE=573.37
<br /> NORTHERLY FLANGE BOLT ON FIRE HYDRANT I IE 72'CONC 5=569.50
<br /> \,8' IN THE NE QUAD OF THE INTERSECTION 0, I 000NNECT PIPE TO EXISTING STRUCTURE.
<br /> 75TH ST SW&SEAWAY BLVD I CB GE=5033 73 37 HDPE S�'.'=569.93 IE 12' PE I
<br /> ELEV= L 575.04 O REPLACE EXISTING GRATE WITH SOLID LOCKING COVER
<br /> II IE 12'CONC N.567.07 PER WSDOT STD. PLAN 8-30.20.
<br /> 2'BRASS DISK WITH PUNCH, `--� OE
<br /> 12'CONC E=567A7
<br /> SQ `IN CASE,0.T N x o.a'W. CDNc',ALA O3 ADJUST CATCH BASIN TO FINAL GRADE.
<br /> DOWN 0.3'
<br /> W� ````���N.` `\ O PAVEMENT RESTORATION PER C.O.E. STD. DWG. 316.
<br /> QQ w A 1 �\` CB 2037 Tt'PE I
<br /> I �� EE12"CONE NW=567.D3 O 6" SEWER CLEANOUT TYPE 1 PER C.O.E. STD. DWG.
<br /> 604.
<br /> MONUMENT UD w �� IE 12'CONC SE=567.03
<br /> UNABLE- TO OPEN �_ \\ �� O 6' SEWER CLEANOUT TYPE 2 PER C.O.E. STD. DWG.
<br /> Op w SCALE GENERAL NOTES:
<br /> I
<br /> \`N\ 0.•� 1. ALL NEW CATCH BASINS, SHALL HAVE VANED GRATES
<br /> o ,\\ \
<br /> 20 0 20 40 PER WSDOT STD. PLAN B-30.30-01, UNLESS
<br /> I rr33 \\\ FEET OTHERWISE NOTED.
<br /> / \
<br /> 2. THE OFFSETS AND COORDINATES OF ALL CATCH
<br /> ( z S? `\\ BASINS ARE MEASURED TO CENTER OF STRUCTURE,
<br /> v CURB&GUTTER . ,� . QO H, \\ UNLESS OTHERWISE NOTED.
<br /> o SW m G \
<br /> PROPOSE © ` \ \ B. ALL ONG STORM DRAIN PIPE AND EXISTING CATCH
<br /> SIGNAL AHEAD' IAMD \
<br /> IE 2024 PE PUBLIC, '\ BASINS SHOWN IN THESE PLANS ARE TO BE PROTECTED
<br /> GE=575.37 DRAINAGE /�- ���f. 'CfY OF EVERETT PROPERLY HAaED SIGNAL AH SIGN \
<br /> IE 12"HDPE S=571.42 " � NO n2E5PA5SINC BUS STOP' ) \\\ UNLESS OTHERWISE NOTED.
<br /> IE '.E HDPE NE=571.40 EASEMENT. ` _ `� UNAUTHORIZED VEHICLES IMP C. p \
<br /> i I �, '''''Z.,,, S
<br /> ✓ `CUgB �/�_ N. GE=250 OS PE
<br /> '� - "������` r \ IE 12"CONC NW=566.63� STORM DRAINAGE NOTES:
<br /> • I i \ IE 12'CONC 5E=566.63
<br /> i. r� I ...•. �••`` ��; � aoo \ h, \\ 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED,
<br /> 1 / I �;„�' �� �� 7�\`© S` \\ TESTED, AND OACCEPTE INTO
<br /> D BYUSE
<br /> THE CTTYUNTIL
<br /> OF EVERETT.
<br /> HAS
<br /> INSPECTED,
<br /> C� O I ---�-� i� II.
<br /> �i r; ` '\ 3 \ \\ 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF
<br /> `,,�I, i� I I ,�, �O \ EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF
<br /> & 'it1 lj
<br /> 'O21. i� • ♦ DETE ON VAULT \
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<br /> I" ! `\ \ WSDOT APWA.
<br /> p A I :: I ' I 'p ,i\k-----A- SEE DW DD2-DD \ N. 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN
<br /> t, r .. •rr 3.` �• � � �\ \ OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br /> I 'aI I - I ` ,• k\ �' `�� \ \ \ CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
<br /> 3 I BG ` k \ \ VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br /> ° IJ� Y�,; ` �• \�\ \\\ \\ ADDITIONAL UTILTIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES
<br /> m I I ♦ © ��^ \ © SSMH \ ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
<br /> 9L "N \ +\ c•R uD=572.71 \ PUB JC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE
<br /> d
<br /> o I T=' I °mu w' EXISTING ,�,�y! •S• %VV ,T�` \\ APPROVED BY THE CITY ENGINEER PRIOR TO COMMENCEMENT OF
<br /> ^ORPO &COMY ra/ 30' PUD t \. \ RELATED CONSTRUCTION ON THE PROJECT.
<br /> EpUCATIo CENTER' -i" , II y , EASEMENT 24 \ \\ 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN
<br /> t •, +\ \\, ` \ EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE
<br /> + \ + \ PRIOR TO STARTING CONSTRUCTION.
<br /> I II I _ +sI$�e,. •,\ + \\ N �\ \\ 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED
<br /> 9. O I I I ,�� ♦ \ \\``````�•�`\ "DUMP NO WASTE, DRAINS TO WETLAND..
<br /> o I -J CB#4 TYPE 1 701E 6' PVC 01.OX MI4V ' �•, \ � X \
<br /> mN N:342634.10, E:1290647.83 I \ \ \ ICE 2526 THE I 6. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED
<br /> m GE=574.81 ` • \+ \S G \ "E=571.50 EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVENTION DEVICE
<br /> �• \ r `��\ \ IE 12'CONC NW=566.20
<br /> .09 PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND
<br /> _ ›- 10LF 6' PVC 12' IE=570.81( I v \ O \ IE 12' NC SE=566.09
<br /> a 3 01.0% MINI 12" IE=570.81 :p •S + \\ \' \ RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> a \ I • \+ \ r N. \\ \\ 7. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE
<br /> E I W =© I �' I N:342643.26, E.12905 TYPE
<br /> 523 '-> ,•� \ \\r \.`` �n� \ ty a}\ BY THE PUBLIC WORKS DEPARTMENT AT THE CONTRACTOR'S
<br /> N s. 91I I I\ I I GE=572.76 l.k •% + \ \ ©© \\ 9-\ EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE GIVEN AT
<br /> T♦ !FACT 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION. THE
<br /> I I i u I ! I m 6' IE=568.81 (N) • •�• \+ \ SHORING LIMB
<br /> t 12' IE=568.81 (SE) \. \ ♦ ' PUBLIC WORKS DEPARTMENT SHALL THEREAFTER DETERMINE THE
<br /> I co I ' I 12' IE=568.81 •4. ,i \ \ % FULL WIDTH OF ROADWAY TO BE DATE AND TIME AT WHICH THE CONNECTION SHALL BE MADE.
<br /> 'I:. �) �4 �• + \ ♦ \ PRESERVED AT ALL TIMES
<br /> i*
<br /> II C 2 TYPE 1 } •. SA Y, \ N DURING CONSTRUCTION. 8. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT
<br /> N:342656.95, E.11290567.70 Ina # b i - �i �+ \ %� \ �. �� \ l' •\ STANDARDS.
<br /> GE575.89 I - �•� A+\\ ` ` V ;6'X4' FlLTERRA UNIT\*y \\ 9. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY
<br /> 12' IE=571.89 (S) D I : 1 c.I I II 'I i • \ % .,``• SEE DWG. DD6 PRIOR TO THE START OF CONSTRUCTION. THE CITY OF EVERETT
<br /> 8' IE=571.89 (SE) I m I S• \ \ % \ \ PUBLIC WORKS CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST
<br /> v, I 4 m \I m ia, I �' ,T S• + \\♦ 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
<br /> O^LY D 88LF 12" C 02.27% - ,•, \t \ N. ``xt� ` \\ 10. THE CONTRACTOR OR THE CONTRACTORS'S AUTHORIZED AGENT
<br /> cr, I - ( \ SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT OF A PERSON WHO
<br /> RANSIT D e '9 �G ION* \ \, �x: \ CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION
<br /> 1 0L S� ;. •,• 0 +\ \ % `�' CB/18 TYPE 2-48' \ ON A 24 HOUR BASIS.
<br /> C-\ 1LF 12 PVC, 00.787E \ _ i• t�,p •'1 `:,� ♦� + ; �\ - N 342568.42, E1290882.84 \\ 11. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES
<br /> I uI f• ' \ A GE=570.00 VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE
<br /> 66LF 12' PVC 00.56% ' • 61 LF 6' P'VC O1 OX MIN`, \ \ x 112" IE=562.0D \
<br /> E r 1 e �• , � (SW) \ CONVEYANCE Si51EM5.
<br /> CB 3 11 TYPE i I 1 \ 147LF 12' PVC 00.62Xt..
<br /> `%, \ \\ OO \\ 12. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC
<br /> N:342590.84, E:1290TYPE 1 I 1 �'- • \! I ` o-p \\ \ ` \1\'`, \ \\ EXISTING, SHALL BE ACCESSIBLE AT ALL�• 7LF 12' PVC 01.43% ` _,\ � \
<br /> 6' IE=571.52 (S) , III i "WI OW s, - �• A(`` \
<br /> „ 12" IE=571.52 NE 1 I, I $ �. \IE--561.9 \,� ` 'NARBECK CSiEEE N' \12' IE=571.52 (N) i '.. I I �♦ 7 , \ \_-.. "ADOPT A sT ET* \
<br /> I . ! _ -. .. k: ow P _ , \ , X •rni nano r.Rn\io• ♦ v -
<br /> MATCHLINE SEE SHEET DR2 CALL 2 BUSINESS DAYS BEFORE YOU DIG
<br /> igillillymn7:�.y
<br /> E 1 800 424 5555 V
<br /> . UTILITIES •
<br /> UNDERGROUND LOCATION CENTER I
<br /> '-
<br /> E Drawn By Dots SCALE
<br /> COMMUNITY TRANSIT Drawing No.
<br /> erteet 0----- 0 � 60%SUBMITTAL 6em9ne4 By 7/7/16 Han: DR1
<br /> 425-252-770011-800-615-9900 communitytra NOT FOR Checked By 7/7/16 Hart 1•-zD' SEAWAY TRANSIT CENTER
<br /> 2707 Colby Avenue,Suite 900 ,,;,r1n 4.,,�" CONSTRUCTION BC 7/7/16 Sheet Na.
<br /> No. Date Revision By APO, Everett,Washington98201 - Approved By 20110155.016r DRAINAGE PLAN
<br /> Q of Total
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