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• PTN: S.E. 1/4, S.E. 1/4, SEC._ 24, T. 28 N., R. 4 E., W.M. _ •
<br /> J
<br /> _ •_ . _ . - -- xy a .,r ! tE[117.$30 ,, GENERAL NOTES
<br /> THE SHALL VERIFY LOCATION Of All.[190.26 - M ) ! SHALL OT IJTUTIE UNDERGROUND LOCATION CENTER Al UTTIJOES PRIOR TO
<br /> TWO WORRKI�NG CA.I'S
<br /> C_I BEFORE BEGHAI NG ExCAVADON.NI EXISTING UTILITIES MAY NOT B£S1.OwN ON THE PIANS.THOSE
<br /> SEE Sta UTILITIES SHOWN ARE APPROXIMATE.THE CONTRACTOR SHALL USE DUE CARE AND CAUTION DURING
<br /> _�•- -_ '-------____\
<br /> \ h I I I I - EXCAVATION FOR NEW UMTXES AND ALL COSTS OF IDENTIFYING.MAJNTNNWG, PROTECTING, STABILIZING
<br /> __� So�� \ y I I AND/OR REPAIRING SAID UTIUTIES SHALL BE INCLUDED IN THE PROJECT BID AMOUNT.CONTRACTOR SHALL
<br /> �EtCB/3 \\ � -��
<br /> __ a• RECORD THE LOCATION OF All EXISTING UTTUTIES ENCOUNTERED AND IMPROVEMENTS INSTALLED DURING
<br /> CONSTRUCTION ON THE RECORD DRAWINGS.
<br /> ...--_...---- - I
<br /> Ex.SSUH Ei CONC.MC}v/G+SE WITH I I THE CONTRACTOR S.M.TAKE ALL NECESSARY PRECAUTIONS TO AVOID EROSION/SED L.ENTAT1Oi DURING
<br /> Pu 491.20 41.5•BW55 D51( y I CONSTRt1CT10H.
<br /> S - S �SJIE 433.0 M/PUNCI. .2011 0 5 5 !
<br /> _ - - - I (DECENB4.20,17) MAMMAL TO BE RENPiID FROM THE STE SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER
<br /> I CONSSTENT WRH STATE AND IACD.RE.^ULAMONS.UNLESS OTHERWISE AGREED.NO SEPARATE PAriENi
<br /> 5 __ - - -4- - - - ___ 6 o*ILL BE ALLOWED f corEs INCIDENTAL REMOVAL TOR IE PD�6PoSSAAL OF MATERIAL Al.WORK ASSOCIATED WITH TPS TASK SMALL
<br /> �_ _�___ _._ - - 113TH ST. S.E. '
<br /> --..� :. I THIS PLAN SHEET K NOT INTENDED TO SNNOW ALL RENTS TO BE CONSTRUCTED.THE CONTRACTOR
<br /> LS
<br /> �I DIRECTED TO RENEW ALL ARCHITECTURAL SiRULTUIN.ELECTRICAL MECHANICAL.AND THE FOLLOw:NG
<br /> - _ - (41,, I {2 CML SHEETS FOR ADDITIONAL CONSTRUCTION FTEMS.
<br /> *SIAM•p•DRIVEWAY W 0 R NEW CURB. : yl �INSTNL 1Z'DRbEWAY PER y - yyy M ✓
<br /> PER CM STANDARD GUTTER k SIDE•AIX PER AN Cm STANDARD PLAN 308, 341 - _._._ c I I WATER NOTES
<br /> -% STANDARD PLAN J06, r SIM.(2)H.BO f 55__SSI( CuR9 RAMP PER CRY-'.
<br /> PLAN JO11 TYPICAL v s' REUJCATE STOP SGA+ STANDARD PLAN 3100, .I ,.JI N
<br /> 10. 20' 1 uI \(�.Box I t2 (.- PER PUBIJC WORKS RADA REE,RS 25' .'P I A NO CONNECTION TO THE DUSTING MAINS WILL DE N.OWED EXCEPT BY MEMS OF AN APPROVED
<br /> 4'225 \\\\\\\\\\ 1 \ ' - - � AM CUA .... •i I i akcarLow SATISFACTORY BACTERIOLOGICAL TEST Rt"SU�TS SATISFACTORY FLUF1wG,TESTING,DIS:NFCCTION,AND RECENT
<br /> • • 4 '` " l
<br /> I _ 4 ••y • 3. , I •. r B TAPS ON DuSTMp MAINS WILL BE MADE By THE Cm AT TME DEVELOPER'S EXPENSE.
<br /> If • `� • 6a ,. - ,•
<br /> • ";"'t,�ry -- W� \ �y 8 ! w I • I C. All WORT AND wTERNiS MUST CONFORM TO cm of EVERETT STANDARDS.
<br /> x• MA a r f�.j a :(s.. CLFANOcfT� ') SI � - •�` ✓ R
<br /> REBAR M/ • i11 >tT ri �r'O)'_E�520i '2.•,X+:7,''.3:;'-',,:Il - - - - I D. THE Cm OF EVERETT ENGINEERING DEPARNEM CONSTRUCTION DMStO!N MUST BE NOTIFIED Al LEAST
<br /> toGAP 4J', x 4-.A T`• -f -17-1.10.-i- _�� -1 :7 3's r i. 72.94' Mt sr \\ j I I U) 24 HOURS PRIOR TO COMuENCNO CONSTRUCTION.
<br /> TA9T b (O�T:g'',""�" i1 / 1\ 0/1/ EXAM, _ - ,---PROPOSED STREET TREE CEJIUTFD A � a
<br /> F POP. i Fj 'A `N✓.N ' �:� NEW 3/4"A NATER \` A.+a tr. IOUTIpNS. (])7RELS TC CNTY-'� Atl • • { L THE OWNER OR THE CM^iER'S AUTHORIZED AGENT SHALL NOTIFY UTILITIES OF A PERSON WhKO CAN BE
<br /> CORNER L.' .464�►• i �. P, 1 SERVICE TM,W/ 1'41 /y {'•t - !� `. TOTN.. LOCATE OUTx%7E ! X96 CONTACTED REGARDING PROBLEMS OUTING CONSTRUCTION ON A 24 MOLAR BASIS.
<br /> (�SERVICE UNE.EYP.PER $ Li S.ta' A 3 _
<br /> _ i}!` as.,.- s W • I y�;�S _.y SCAM DIST.TRV.NC;LE
<br /> >; NA Cm STD PLED SC2A / :f 5G1. 818.00'
<br /> °( mai- .x-
<br /> //'
<br /> -- �= I= 4.a,p5.,� w SANITARY SEWER NOTES
<br /> •' Ft- a 1•n�.4 y. NEW 4.41 S;DE SERER/� 1 .:yYN •` ( \ F
<br /> / - • -It ,I i.+ PER Cm STD 1 I A ALL WORK ANO MATERIALS SWILL CONFORM TO THE CITY or EJERETT STANDARDS AND WSDOT/APWA
<br /> '• 4 x'�J, .N 4000•OG E J.67 ANDAAD SPECIFICATIONS.
<br /> AF - 01 N ROWPert INTO USE UNTIL
<br /> ., n1I t4n�_ -
<br /> 11 \ l
<br /> I _ '` B ,•, -4._.......,�-.,•.•....-. .'._- • - ^ B.
<br /> R HAS BEEN TESTED,INSPECTED,AND APPROVED BY THE OCT INSPECTOR.
<br /> LL r T A• ST SP
<br /> a'.i _ _ ._ ,,, _ I I ••i NO PART OF THE SANK SEWERTSfLM SHALL BE COVERED,CONCEALED,OR
<br /> 2
<br /> -� I GAVAGE F1 - NEM DRNEWAY PER
<br /> `PER OCT STD I I' NEW GRACE wAtl'0 BE COHSTR'JCTID NEW CONCRETE •
<br /> I CI FSI
<br /> El.492.00 / INSIDE B'JI.ONG SETBACK UNE /I WALKWAY. I I y1 o t I C. APPROXIMATE LOCATIONS OF EXTSTiNG UTILITIES HAVE BEEN OBTAINED FROM AVAI/.ALE RECORDS AND
<br /> EYP. DET..5Ni C-3, I / ! • ARE SHOYM FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
<br /> TYPICAL()PLACES - , I • lDU1K7N5 AHD TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES HOT 51NCM'•N. IF CONNCTS WITH
<br /> EXISTTHO UTTUTES ARISE DURING CONSTRUCTION.THE CONTRACTOR 941L NOTIFY THE PUBLIC WORKS
<br /> E r a • � INSPECTOR ANO ANY CHANGES REWIRED SHALL BE APF'RCNED BY THE�ENGINEER PRIOR TO
<br /> /':)'':TR -1 �• I COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br /> i
<br /> I / !, W I I 5 IE 486.44 I D. ALL SEWER AWN EXTENSIONS WTT19N THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAYED
<br /> A ; i-� -- M F .
<br /> A I ^ BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> %-8 \ I LOT 2 JI LOT 1 •
<br /> S 6.n 90.FT.: o I 817e SO.a.: 'I I STORM DRAINAGE NOTES
<br /> �);• i• I. NO PART Of THE DRAINAGE STSIEM SLAT BE CCVEREO,CONCEALED,OR PUT INTO USE UNTTL IT HAS
<br /> _ t a I i '_ EX,CB/2 I 1 ! BEEN INSPECTED.TESTED,AND ACCEPTED BY THE Cm OF EVERETT.
<br /> 5'SIDE SEEP+,.•_ �,-8 i A -
<br /> I
<br /> ,I 2. All rORK AND MATERIALS SHALL CONFGRu?0 THE Cm Or EVERETT STANDARDS AND w500TNORMA
<br /> "' - , C`-.} `• C 1 f I STANDARD SPEC:OUT/OHS.
<br /> I t• o,.t•, r I I I 3. APPROXIMATE LOCATIONS OF EXISTING UTUTIES HAVE BEEN CBTAJNED FROM AVALAB E RECORDS AND
<br /> "A>» 1 `�`I . '' • I G .•. ARE SHOMN FOR CONVENIENCE.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NtRIP1CAT1OH OF
<br /> I•
<br /> •
<br /> ;! t� INE 486^!� I LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTIl1TES NOT 51H0'MN,IF CONFLICTS WITH
<br /> - ^-- - -'--• •"-- - [CASINO yZ,.�,LMNTO TD. ' -. b CR51190 UTILITIES ARISE DURING CONSTRl1CT1CN,THE CONTRACTOR SHO..NOTIFY THE PUBLIC WORKS
<br /> INSPECTOR AND ANY x 1.i Cb Sunt !t0.i6 Aio 1 `-•1 I I-'
<br /> -, I `I I i COMMENCEMENT OP REUIED�CONS'1RUCTTON ON THE REQUIRED SHALL BE�PROJE PRCNED NT THE CITY ENGINEER PRIOR TO
<br /> I
<br /> I
<br /> *. • JI ( I I LA E 4. ALL STORM St•S)LMS WTIT1IN THE PUBLIC RHGINTI-OF-WAY OR IN EASETMENTS MUST BE STAKED BY
<br /> I - I I ( I 1 SURVEY FOR UNE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br /> 34 �I �� t'Y'+'. -•.141 l-•_.,� .__ r r I I S. N1 CATCH BASIN GRATES MUST BE STENCILED OR STAMPED •DUAP NO WASTE.OWNS TO STREAM
<br /> j n` g INFILTRATION SYSTEM -. i,..,rN]0'!WOLF ROW 1 i I 3lT' !S�If RDW IAY_..RNER,PUGET SOUND OR WETLAND.
<br /> • PER DET.,SHF,C-J -:_ ' I
<br /> b
<br /> c __.--. 79.10' ' 'I 51 i 3 8. A CfFTF1CATE OF STORMF0.TER MNNIENANCE SHALL BE SUBM177CD TO THE CITY or EVTPETT•S PUBLIC
<br /> 79.1 .1. - _ �x��y - - - _. I WORKS DEW/17100U ANNUALLY.
<br /> x NN 83'29'!:•W 158:0' RAMP DOWN TO -S.T G C'RADE ,>< P- ,h /' •
<br /> PER OCT. SIT.C-],T1T'ICLL ,n \ S 9IT ! _
<br /> I i . EACH EW OF SiDLW'AL.K. _1i • J/ EDPf-•f
<br /> \ THIS>ENED E7GErt3w / DRAINAGE SYSTEM INFORMATION
<br /> •
<br /> 5+8.D UNE ALC MG TAPER 1 , "' `�`
<br /> \�♦1 i A l V i i i 4 i o. ,.H A.. . �l�i c i,i c A i l i l .. L� �" HT I / CONTRACTOR IS CAUTIONED TUAT POTENTIAL CANFUCTS WITH EXISTING
<br /> t u'X7SE !,.' UNDERGROUND UTILITIES AID STRtfCTLiAES EXIST. PROPOSEDCATCH
<br /> I ! � .r INE 485.86 I BASIN LOCATIONS ARE PROVIDED BASED ON AVAILABLE INFORMATION
<br /> _ I� 3:1 T I N_L I NIi AND MAY REQUIRE M.NOR ADJUSTMENTS. CONTRACTOR SHALL NOTrY
<br /> 1T' 'CP TAPER TO U I OWNER OF CONTACTS ENCOUNTERED. DETENTION SYSTEM,CATCH
<br /> G I G DRAINAGE & UTILITY PLAN �� Ey;S'1NG THICKENED I - BASINS.Cr'.ONES,GRATES, MATERIALS AND INSTALLATION METHODS
<br /> EDGE FLOW UNE I I SHALL COO-LI WITH Cm OF EVERETT DESIGN AND CONSTPTUCTK:N
<br /> SCALE: 1•-TO' f 3 I STANDARDS.
<br /> ( RIca/](TYPED
<br /> CONSTRUCTION SEQUENCE SiTE/PROJECT INFORMATIONe, EL 3D(.N
<br /> ���.IJJ� � EX CB/1 (TYPE I) N IE 489.31, 12.41 RCP
<br /> 1 EXI5TNC USE: SINGLE PAM-LY UNIT / E( I Ex R 489 58 N IE 489.31, 12'PCP
<br /> 1. SCHEDULE AND ATTEND TRE-424-5 UCTUN MEETING W/CM CA EVERETT. / j SIE 487.08, 12.41 PCP W TE 489.31, 16.41 CPP
<br /> CALL•ONE CALL'AT i-800-424-SSSS. PROPOSED USE: TVD-LCT SHORT PUT I I N IE 487.08, 12'41 OP
<br /> 2. MESE PLANS.
<br /> CCNSTRUCTON STARING FOR Uu1T5 OF CLEARING, JNE AND I `;IIEx.CB/1
<br /> GRADE OF UTCJTTES AND MISCELLANEOUS STRUCTURES AS SPOON ON Er:STING.0N'�NG: R-1,SINGLE FAMILY LOM'DENSITY RESIDENT:AL EX CB /Z (TYPE I)
<br /> Pw+s EU EL 49D]0 APPROVED
<br /> TOTAL SITE AREA: 12,938 SF(0.257 AC.) NAS IE 49030, 13'• DIP PLANS � r�IQT
<br /> PROP.LOT I; 54763 SF(0.1493 AC.)
<br /> 3. INSTALL TE MSORARY EROSION AND PLANS.
<br /> MATRON CONTROL('TESC) PROP.LOT 2: 6,4273 SF(0.1483 AC) ..K Mwua _ . .,,-.Yw
<br /> MEASURES AS SHOWN Ott THESE GLANS. DEDICATION:355 SF AT INILN6ECT10N / �l
<br /> A, O4 IT AND REMOVE PAVCMCNT FROM AREAS TO RECENT LANDSCAPE. .� 1:If;'S." r n- oS711
<br /> FLOG.OR OTHER IMPROVEMENTS. EYISTING .0 PERVIOUS: ACCESS:
<br /> PROPERTY ONLY �t,•n t,`yw u.:•.x•rx.v.*�
<br /> ACCESS: 6603 SF (1603 SF TBR) "�rt•I,-s :,�
<br /> HOUSE. 2,1793 SF(3123 SF TGR) _.. .i✓�� '+"• 0.-.1 0 f.•.„•••1A
<br /> 5. CLEAR,GRUB AND HAUL MATERIAL FROM THE SITE AND DISPOSE OF AS ',.ivx{(9 ro .1.1v'1•IFI
<br /> REOU..RED. TOTAL 3,0543 Si (0.0701 AC.) If ;tF!'1` A.cros'•aT+r..m ern.nsnri
<br /> 6. ROUGH GMDE FOR PROPOSED ROAD CONSTRUCTION, DRAINAGE PROPOSED IMPERVIOUS: LOT 1: JRR ENGINEERING,'SNC. �,�D •x. �, % ,i PARCEL �00573(i-DDD-0;,4- l -
<br /> IVPROVEMCNTs,AND UTILITY AUCHVENTS. EXCESS: 6203 Si O /) SHEET TILE: 8UI SHORT PLAT
<br /> CX.HOUSE: 2 4873 SF - 5.
<br /> 7. CONSTRUCT IMPROVEMENTS AS 5110AN ON THE APPROVED PIANS TOTAL 2,4873 SF(0.0573 AC.) - RI /a r/ SI GRADING,
<br /> � OWNER: VANNA BUI
<br /> (DRAINAGE,UT'UTILS.PAYING,CTC.). LOT 2: I !! t;_; 24 113TH STREET SE
<br /> i 8. PERFORM FINAL GRADING,CLEANUP AND APPUUTION OF GROUND COVER. ACCESS: 5703 SF - _. ^,N r UTILITY PLAN EVERETT, WA 98208
<br /> HOUSE: 3,2493 SF(35%TUX.COVER) EI AS SHOWN •
<br /> I� ufi V/', , (425) 355-3290 5*•.i'
<br /> 2/,'7/CIO AEVIsION PEP CITY REVIEW EOMI•.t1Ti AK" °a4s,,uYr ,,�t,,.,;,i I JDe NUMBER.
<br /> 9. REMOVE TESL MEASURES. TOTAL: 2,8193 SF SURFACE
<br /> AC.) DATE: 7/07/08 - 08-64 ENGINEER:JRR Engineering, Inc. i
<br /> C-_
<br /> mei-
<br /> DRAW: RAF /i t/H/041 RTrISgN PER Cm REVIEW COMMENTS RY.R EXPIRES IQFIS/t� - 18609 76th Ave. W., Ste. B. Lynnwood, WA 98037 °F f
<br /> 1LtAt NEW3.0 Hu2,247±US (0052CHECKED. RKR No. DATE PEYtSIN APP'D CLIENT HO.: 4
<br /> 5,306-3,059.2.2473 SF(0.051 AC.) '-' 08-64
<br /> (425) 697-5108 FAX 697-4506
<br /> FILE 6/44:BUI/0864-BMAP _ DATE PREPARED: AUGUST 7, 2008 ,_ v4rs
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