Loading...
HomeMy WebLinkAbout01D1605I J — — L I ZONE R-3 0350 / i I I CAP &MARK END FOR C.O. FUTURE CONNECTION \ I I i I 1 0361 I 0363 I I I PRIVATE 89LF 6" PVC SDR-35 SS EASEMENT I SIDE SEWER ® 2.0% MIN r 241 1 sic I 25LF 6" PVC SDR-35 I CA! \, I OC.O. FU' DE SEWER @ 2.0% \ 3 13tit 4 ` , MR-35 i ss 28LF 6" PVC SDR-35 SIDE SEWER ® 2.0% cci CAP & MARK END FOR STA. 1+20 STA. 0+80 FUTURE CONNEC11ON IE = 78.44 IE = 76.56 STA. 1+30 \ INSTALL 48"0 SSMH #810-37 PER W.S.D,O.T. STD. _ PLAN B-23a RIM = 87.90(t) (MATCH EX. GRADE) 1 IE — 78.90 f � . CONTRACTOR IS TO RESTORE ANY ` DISTURBED TRENCHING AREA BACK A TO ITS ORIGINAL CONDITION PER / J� C.O.A. STDS. / LOCATED IN S.E. 1 /4 SECTION 18, T21 N, R5E, W.M. AUBURN, WA. I � I I ZONE R-3 \ 0341 EX, SSMH 810-29 RIM = 82.38 I IE (8") 71.08 0340 I �� I 0342 I I I 0365 1 STA. 0+00 �` EX. SSWH 810-28 EX, SSMH 810-48 1 \` IC' R�18-71 4.1Q DING COUNTY I EX. SSMH 810-25 RIM = 83.84 I I I 1 IE (8" S) 71.94 130 I 1L8 I 182 � 57 I 48 1 I I I I I ZONE R-3 I I I I I I 1 I I I I 1 z I I I I I I SANITARY SEWER EXTENSION PLAN 1"=30 INDIVIDUAL SIDE SEWER PERMITS ARE REQUIRED TO CONNECT EXISTING HOUSE TO NEW SANITARY SEWER STUB TO PROPERTY. PROPERTY OWNER SHALL COORDINATE THE ABANDONMENT OF THE EXISTING SEPTIC TANK WITH KING COUNTY DEPARTMENT OF.HEATH. 2. EXISTING TOPOGRAPHY AND UTILITY LOCATIONS HAVE BEEN TAKEN FROM CITY OF AUBURN TOPOGRAPHY AND UTILITY MAPS. ALL UTLITIY LOCATIONS AND TOPO INFORMATION SHOULD BE VARIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. E. MAIN ST. Z t/> ci 3RD ST. S.E. Q SITE BNSF R.R. 18 VICINTY MAP OWNER INFORMATION LOIS YOUNG 1522 4TH ST. S.E. AUBURN, WA 98002 (253) 735-4431 PARCEL NO. 214980-0361 LEGAL DESCRIPTION THE NORTH 70 FEET OF THE SOUTH 150 FEET OF TRACT 38, EAST AUBURN ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 41, RECORDS OF KING COUNTY, WASHINGTON. PC BRASS SURFACE MONUMENT AT CL OF THE AUBURN -BLACK DIAMOND ROAD NEAR 4TH STREET S.E. ELEV. = 86.12 NGVD 29 VERT LEGEND DESCRIPTION NEW EXISTING WATER METER STORM SEWER - — - S D — — SANITARY SEVER --SS - — -SS — — WATER - —- W -- MANHOLE • POWER POLE-41 -�- A.C. PAVEMENTn: GRAVEL MONUMENT bt W Vi M Q� o 47H ST. S.E. AU 04 Co zap �M> �LLj wo�,.. �WZ04 c~�w_o r� lks cn 0 00 mr 3 z Of m C4�" W Z ©' W V) � Z C.7 FW— , x :D W uj vi w 04 N SHEET INDEX Cl SANITARY SEWER EXTENSION PLAN C2 SANITARY SEWER EXTENSION PROFILE UTILITY CONFLICT DOTE: CAUTION: RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0027 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTNITIES WHETHER SHOWN ON T1rIiESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE • 1- 424--SS55 AND THEN POTHtk.iNG ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY THESE DRAWINGS CONFORM TO THE CONTRACTORS CONSTRUCTION RECORDS. BY: DATE: THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS e// REV. DATE BY DESCRIPTION 1 08/02/00 G.MO PER CITY OF AUBURN COMMENTS WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE11TLE/POSITION APPROVED BY: •t�r►vw-� CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY DATE: DATE APPROVED: S ljok Z C) Z w x W ckL W W c— V) Q F-- F- V7 W EXPIRES 3A/2001 DATE JULY 2000 DRAWN BY GO DESIGN BY D.E.B. JOB NO. 00-037 SHEET NO. Cl OF 2 or- Z Qgto GENERAL PLAN NOTE 1. ALL WORKMANSHIP AND MATENIIALS SHALL CONFORM TO THE CITY OF ' AUBURN S REQUIREMENTS AND SPECIFICATIONS, 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS AND STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION' AND CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCA1IONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENIACATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE TI OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL RI R POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUC11ON MEETING WITH CITY OF AUBURN. 2. DURING DEMOLITION OR CONSTRUCTION IN ROADWAY RIGHT OF WAY, PROVIDE ADEQUATE SAFEGUARDS, SAFETY DEVISES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NECESSARY TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT PROPERTY IN CONNECTION WITH THE WORK COVERED INDICATED ON THESE PLANS. ANY WORK IN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW REQUIRES AT LEAST ONE FLAGtER FOR EACH LANE OF TRAFFIC EFFECTED. ALL SECTIONS OF WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL - SHALL APPLY. 3. BEGIN CONSTRUCTION. 4. ANY AND ALL DEBRIS FROM THE DEMOLITION SHALL BE PROPERLY DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS IN A TIMELY MANNER AND SHALL. DE REMOVED WITHIN A PERIOD OF OVER 24 HOURS._ 5. MARK TERMINATION OF SIDE SEWERS PER THE SANITARY SEWER CONSTRUCTION NOTES. 6. PROVIDE SURVEYED AS -BUILT DRAWINGS OF THE SEWER PER CITY OF AUBURN REQUIREMENTS, 7. TIME LIMIT WITHIN R.O.W. MUST BE COMPLEIED WITHIN 15 CONSECUTIVE CALENDAR DAYS. LOCATED IN SE SECTION 18, T21 N, R5E, W.M. • AUBURN WA. V .................... ............................................ _................................ .................... H ::::::::: ::::::::: ::::::::: :::EXIST.: ::::::;:: :::::: ::::::::: ::::::::: ::::::::: ......::: s+ ....." ..... ..._ ......... ......... -- ..._ �... ......... --a.. ..................... 7.......................................................... ................................ 87 1 • t� z ..... ::I:::::.::: :::::::. :::: _ ': :;:: .... ........ . ..... .. .. `"i' ........... j . __. :.........:.........:...... "........ ...... .... —. ..... M :.........:......... ...... ..... .. ........ ........ I ^ to Cn ........ ... .. .... ....... Cl ,d- 84 ...................._ .. ..................._ _.................._ _.................. .._...................... ................... �......... ....................... _.................. _.................. 84 U I ..... ........... M II C7 N M O Z . 00 "..:................. .......... wr II :..........II{I IIIq.. ��¢JWwz- Nr-- �M O.... : :......... ... ....... .... CN....... ..... o.. .. ...... .... . ..... co ... wJJ STAt+ ... :.... ' ' I . . . . . . . . .u- 0 :::::::: : : : : I : : : :;::::. :::::::::6"IE-78.44-�::::::::: ::: C ......... .... . I ....... ... ............... ......... .......... ........ .......::........ ... :::.. ........N ......,........ _ ..... :: .. ... ..... I : . , . .. .. STA �1+30 4 . # ....130 LF M _ I.I ......... ..... ... ... ......... ^-- ,oc> ...... " ..:......... :.. ......:... .. PER .WS©OT STD.....:.... " ....:....... .SDR .35 : ............:.........:........ " I . I ....:.... " ....:......... S s PLAN B-23o....... ::: ::::::: ::::::::::::: " ..I I::::::::: :::::::: I:I:::: :: :::::: ::::.:: : RIM=.87.90:t.::..: ..... y.-m� 1E - 7116 90........ STA. 0+80 . .. I ........ i ( ... M cv ............. _....._.... _. _... _......................... ................._................................................... _...._.................. _...75 ".> PM4 �C :......"..:. ......:LEA:?6.5�::::::°;:... �:........'..,.... ...... ....id.... ........ . ...... ....... ....... — -,— — --. --- 72:............................................... .........................._........................ _...... .................. ............. SETA tit•1.....:._......,............_.:......................._.._............EX SSMfi$t0-2E.........._..................�.:._.................._.: 72 _ _.... .........:.........:.. ......:........ :.........:.................:...................:.EXSSMH810.48........ ......... ......RIM = 85.70f....:.... :.. _ ...... : .... . ....:....CORE Dllil EXISTING MANHOLE ... , ..: RIM ..... ....... ..........:....................................:..... ._. .. . ...... := 72.38.,.... ......... m .......:.........:.........:. AND RE -CHANNEL :THE SHELF :::: ; .. ... a 87 06 � � lE IE=72.81 .:..... .. .. ...... .. ... ...... ..:. .... .. TO ACCOMIDATE NEW SEWER ::::: ; : GONN€ :.. 8' TO OLD ..... . " .... CT PRt)E•'OSEU � .... , ... ..... ... ........ . �:::::::::.:........ ..........: EX:. MANHOLE .. M.:.:..:..:.:.:..:.:....:..:.:..:.:..:.:..:....:..:.:..:.:..:.:..:..:.....:..:.:..:.:..:.:..:.a....:..:.:..:.:..:.:..:.....:..:.:..:.:........._........................._...._.................._........................._........................._..........................:......................:.....:..:.:..:.:..:.:................................:....................................:.:.............. 69 69 � W Z SEWER MAIN PROFILE LjLj SCALE: 1"=30' HORZ. i) V) 1 "=3' VERT. C.7 W � W Q w cn � N m Z Q Z w w w I W c V) CL.' d W � F Q W v) W UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLC{IDS OR NOT BY POTHOLIG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOL14G ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VINATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE 004EERING, K. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION CONFIRMED BY CITY DATE: PROJECT REF: FAC 00-0027 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISIONS REQUIREMENTS a 9 � APPROVED BY: DATE APPROVED:1� REV. DATE BY DESCRI P" 1 08/02/00 G.MO PER CITY OF AUBURN COMMENTS ti OF W27060 ASy�yc STR�`d,`` DNA L E' EXPIRES 3/8/2001 £'/_?/ DATE JULY 2000 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. 00-037 SHEET NO. C20F 2 (gL s 2 nv LOCATED IN S.E. 1 /4 SECTION 18, T21 N, R5E, W.M. AUBURN, WA. �l I I i ZONE R-3 0350 / I CAP & MARK END FOR ` C.O. FUTURE CONNECTION \ I 0363 89LF 6" PVC SDR-35 I 25LF 6" PVC SDR-35 SIDE SEWER • 2.0% _ I j FUTURE CONNECTION -- -_- 79:20 1 STA. It& 36 INSTALL 48"/ SSMH 0810-37 PER W.S.D.O.T. STD. PLAN B-23a I I RBI s t) (MATCH EX. GRADE) 86.10 Z s a 79.26 1 I IE(6") - 79.56 CONTRACTOR IS TO RESTORE ANY DISTURBED TRENCHING AREA BACK I TO ITS ORIGWAL CONDITION PER ! C.O.A. STDS. {I ZONE R-3 I I \ ! 0340 ZONE R-3 CC" A w1IT A MX/ Cif 11/r-M rv-rr-► Ir►ilr%.I ma . . I 1 "= 30' 0341 EX, SSMH 810-29 RIM = 82.38 IE (8") 71.08 ItItfirrft1-i E. MAIN ST. 0 J M a 4TH ST. S.E. \ CD CN re) 00 F c' •� Z�NN Ln •�•• W -m X J W 5 u- �W_= 0-4 W V) �Goc« JrmLM OWNER INFORMATION a w N N F 3RD ST. S.E. SITE--A5 BNSF R.R. i VICINTY MAP LOIS YOUNG 1522 4TH ST. S.E. At"N, WA 98OU2 (253) 735-4431 PARCEL NO. 214980- 0361 LEGAL DESCRIPTION THE NORTH 70 FEET OF THE SOUTH 150 FEET OF TRACT 38, - 4" W EAST AUBURN ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 41, RECORDS OF KING COUNTY, WASHINGTON. DATUM. CITY OF AUBURN BM #14-1 _, . _....... - _PC BRASS SURFACE WONUQENT AT OF THE AUBURN -BLACK DIAMOND ROAD NEAR 4TH STREET S.E. ELEV. - 66.12 NGVD 29 VERT EX. SSMH 810-25 LEGEND— RIM = 83.84 IE (8" S) 71.94 DESCRIPTION NEW EXISTING 1. INDIVIDUAL SIDE SEWER PERMITS ARE REQUIRED TO CONNECT EXISTING HOUSE TO NEW SANITARY SEWER STUB TO PROPERTY. PROPERTY OWNER SHALL COORDINATE THE ABANDONMENT OF THE EXISTING SEPTIC TANK WITH KING COUNTY DEPARTMENT OF HEATH. 2. EXISTING TOPOGRAPHY AND UTILITY LOCATIONS HAVE BEEN TAKEN FROM CITY OF AUBURN TOPOGRAPHY AND UTILITY MAPS. ALL UTLITIY LOCATIONS AND TOPO INFORMATION SHOULD BE VARIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. WATER METER STORM SEWER ED - - - SD— — SAMTARY SEWER —36 — - - - SS — — WATER --- W-- MANHOLE 0 POWER POLE -o- A.C. PAVEMENT r`` M GRAVEL MOMAENT SHEET INDEX Cl SANITARY SEWER EXTENSION PLAN C2 SANITARY SEWER EXTEmww PROFlLE UTILITY CONFLICT NOTE: CAUTION: RECORD DRAWING CERTIFICATION PROJECT REF: FAC 00-0027 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES THESE DRAWINGS CONFORM TO THE CONTRACTORS THESE PLANS ARE "APPROVED" FOR CONFORMANCE AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION, CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'' REV. DATE BY DESCRIPTION THIS SHALL INCLUDE CALLING UTILITY LOCATE: 0 1-800-424-5555 AND THEN POTHOLING ALL OF REQUIREMENTS THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY BY: DATE: 1 08/02/00 G.MO PER CITY OF AUBURN COMMENTS WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE TITLE POST ION APPROVED BY: 2 10/12/00 J.R.P. FOLD CHANGE CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY DATE: 3 01/04/01 DEB RE -PLOTTED FOR AS -GUILTS DATE APPROVED: 9 z CL W Z 0 W "A` w M W LLi w V) cti [V un r- Z 0 L AJ F-- W ct: Z W ..� L.aJ— F— to 1is-/o( DATE DULY 2000 DRAWN BY G.MO DESIGN BY D.E.B. JOB NO. 00-037 SHEET NO.. Cl OF2 LOCATED IN SE SECTION 18, T21 N, R5E, W.M. • QENERAL PLAN NOTES AUBURN WA. Co) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF 9 AU"'$ REQUIREMENTS AND SPECIFICATIONS. 90........................ . .......... I............ ._. , .............. . .................. _.................... ...... ... 2. STANDARD PLANS AND SPECIFICATIONS SHALL BE-WASHINGTON STATE . .... . :.................................. ........ ............... ...... .........:......... :...... ...:...... EXIST.::: ::...... : :::: DEPARTMENT OF TRANSPORTATION (W5tI0T) STANDARD SPEGN�TCAINS .... . .........: .... :: :: ....... AND STANDARD PLANS FOR ROAD, BRA AND SAL CONSTRUCTION* ......... .........:..... ____ .: ..:.::::::::: ; ::::::::::.: GR?ADE : ::::::::::::::::::::::::::: :::::.. :.:::. ::::.:: .... AND CITY OF STANDARD DETAILS AND DEVELOPMENT PROJECT :.........:.......:.:.........:.........�...... �.....;........ ..... SPECIFICATIONS. ......... ....... ::::::: ....... . .................... _ ... ...................... .......'-= .--�•...' ............ .. 87 87 "" ... - :.. ..:.. 3. THE CONTRACTOR IS REQUIRED TO NAVE A COPY OF STANDARD CONSTRUCTION ......... ' ......... ........ ..... .. ......... ......... c� .... ... z NOTES, STANDARD tN:iA1lS AND SPECIFICATIONS AVAILABLE AT THE JOB _ :.............................:....... SITE ALONG IMTN A COPY OF THE DEVELOPMENT KANS. : .........:.........:......... : ...... :.........:......... :......... ; ......... —_ 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE :::: :Lo ..... 4� WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. :..:.:..:.:..:.:..:.: :..:.:..:....:.:..:.: ::..:.:. .... ...... ....... . 84 ........ ... ..................... ..................... ....................._....................................I.......... .......... �........... 84 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXMAATE. IDENTIFICATION, ...... ........ ........ . :........ :.........: :.........:...... LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR .....: :::::::::: rl :: :::::::: :::: (I :::: ::::::::: .. .... . U1XJ11ES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE :......... ......... ................ 2 ::...:: :::::::: I`:I :::::::::::::::: . •� N OF WASHINGTON (RCW). PRIOR TO STARMIIIC CONSTRUCTION, rHE CONTRACTOR + :......... :... �: I :::::::: :::: II :::: ::::::: ::::::::: ::::::::: SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, ....... ..... 6 . IE — ........ . ....................._......................_. ................._. ........I............ .. 81 . _. lJ.:........................................................................................ 81 SANITARY SEWER, STORM SEWER, GAS, POWER, 1ELIPFiONE AND TELEVISION). g x 6. THE' CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE ......::: :: :: :......::. ::::::::::......... I I I:I :::: ....::::: :::::: ::::::::: �`:► NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR...:.... ::... a � � DETERMIOIG THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL 90..::::: :.......:: I:.. �-- POWER IN ALL AREAS AND SHALL FOLLOW DTI" CONSTRUCTION :......... ...... ... ....pq ...... . II N PO :.: STA t+ A :..:.:..:.:. :... 1 " .....:. f l i:l U o AS REQUIRED BY LAW MID REGULATION. 78 ......... 78 �r :.........:.........:.........:..... ..... ..I......; 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING :.....PER :WSpOt STD: :::::::::::::: 79.05.:::::: ::::::::: : D.:46� :::: I I ::::::::: ...... I :... ... :::::: ......... ........ . ........:...... ..... PLAN B=23a ................ : .........:......... ..... PUDLX ON TH6 PROJECT SHALL BE THE SOLE RESPONSIBUTY OF THE ......... ......... ...... ........ ...... (:I:::: ::::..... ...... :: ......... a co I I: RIM = f 86.10:. :::::::.: :::::::.: ::::..... ......... �!3 0o r� CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL SUBJECT : ::::::::: ::::::::: :::::: per' .... < .........I I::::::::: .. ...... ::::: I: I: .. ......... ... ..... .. . TO 1K APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR If = 79:2ti:::: ::::::::: :::::::::::..............I i........ . IE(6"79.56....... 1......... ........ ... I i ... 1Y Sit U FOR N TO 75:.........................................,..........:........................:........................................................................._..:..........................:.........................:...................... _............... ....... .... SURE ALL ABLE JiJRI>ES IMIlI DAMAGES PERSONS AND ......... ....................... PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE :: :::::::. ::::: :::::: :::::... 75 t3 CONNECTED WITH 1HEM. :: ....... ... ......... I I I: I: :.........:.........:.........:. :......... ...... :.................:II:................. .. .. :.........:.........:.........:... ......... ....... :i:l:... ......... ....... ......: .::::: -. :-:-:::: :.: - ................................... . 72' ......... ... .5TA: •O#00......................................... EX SSMH 8t0-2072 ONSTRUCTION UENCE :::: :::: :: :: ::: :::::: :CORE DELL E STING rAl�iHaJ ..: EX. SSMH 870-48 .... :: RIt�- 85.74 t::.s �� :RIM r.-67:06:........ IF:- 72.38 ...... ... . AND RE�QPAFI�L :THE SkNELF : �� = 72;sJ .... 1. ATTEND P'RECONSTRUCTION MEETING NTH CITY OF AUBURN. ......... ......... ......... ......... ......... ......::. TO ACC .... .. :::::: :::::::: ::: :::::: < SATE NEW SEWIE.........:...CON PROPOSED 8" NNECT PROPO 2. DURING DEMOLITION OR CONSTRUCTION IN ROADWAY RIGHT OF :.......:.:. :.. :. .... LINE .. ......... ... . 0 .... . WAY PRONE ADEQUATE SAFEGUARDS, SAFETY DEVISES PROTECTIVE : ......... . ......... ..:..:..:..:..'....:.:..:.:..:...:.:...:........ . EQUIPMENT, FT.AGGERS, AND ANY OTHER ACTIONS NECESSARY TO 69....................................................._...........................,.........................;................................. T E MANHOI:E WITH BAN"ODE" DROP' CONNECTION.. 69 PROTECT 1ME LIFE, HE&TH AND SAFETY OF THE PUBLIC AND TO PER DTL 1/C2 ck: PROTECT PRO�F'ERTY IN CONNECTION WITH THE WORK COVERED IE = �lp1,�' W INDICATED ON NX PLANS. ANY WORK IN THE TRAVELED RIGHT OF 78.63 0 WAY THAT MAY HIRRUPT NORMAL TRAFFIC FLOW REQUIRES AT LEAST W ..... W FL.AGGER FOR EACH LANE OF TRAFFIC EFFECTED. ALL SECTIONS SEWER MAIN PROFILE C/o) V)OF WSDOT STANDARD SPECIFICATIONS 1-07.23 - TRAFFIC CONTROL - SHALL APPLY. C.7 � BRI SCALE: 1 "=3O' HtNiZ. 3. BEGINBEGINCONSTRUCTION. i "=3' VERT. 4. ANY AND ALL DES FROM THE DEMOLITION SHALL BE PROPERLY � >C DISPOSED OF ACCORDING TO LOCAL, STATE AND FEDERAL REGULATIONS If* A TIMELY MANNERAND SHALL BE REMOVED WITHIN A PERIOD OF OVER 24 HOURS, 5. MARK TERMINATION OF SIDE SEWERS PER THE SANITARY SEWER cWn CONSTRUCTION NOTES. 6. PROVIDE SURVEYED AS -BUILT DRAW IGS OF TW SEWER PER CITY OF AUBURN REQUIREMENTS. 7. TIME LIMIT WITHIN R.O.W. MUST BE COLLETED WITHIN 15 CONSECUTIVE CALENDAR DAYS. C+ cv r INNTODRILL HOLE SIDE OF EXIS. MANHOLE 8" PVC SDR-3: ® 0.5% 7�)63 IE- EX. SSMH 810-48 RIM = 87.06 IE = 72.81 CONNNECT PROPOSED 8" — — — — — — — TO EX. MANHOLE WITH AN INSIDE DROP CONNECTION — — — PER DTL 1 /C2 — — — IE = 79.06 / I I / I REMOVE EXISTING METAL STEPS ON SOUTH SIDE OF SSMH AND INSTALL NEW LADDER ON THE WEST SIDE PER COA STDS. I I I i RELINER INSIDE DROP BOWL SECURED WITH STAINLESS STEEL FASTENERS EXTERNAL 6" PVC ( I PIPE COUPLER � 14" X 24'• --�� I I STAINLESS I RE -CHANNEL ~ STEEL EXPANSION EXIST. MANHOLE BOLT (TYP.) N I I I I 1 I INSIDE DROP MANHOLE WITH DROP BOWL DETAIL N.T.S. UTILITY CONFLICT NOTE. - CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAVING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT POE ENGINEERING, K. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING NTH CONSTRUCTION. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: �_ - • TITLE/PO ON CONFIRMED BY CITY DATE: PROJECT REF: FAC 00-0027 THESE PLANS ARE "APPROVED" FOR CONFORMANCE IMTH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS APPROVED BY: DATE APPROVED: REV. DATE BY DESCRIPTION 1 08/02/00 G.MO PER CITY OF AUBURN COMMENTS 2 10/12/00 J.R.P. FIELD CHANGE 3 01/04/01 1 DEB RE -PLOTTED FOR AS-BUILTS DATE M CD to W W W 0C ._J W L "- `"�: O CIZ V) Ckz Q F-- Z Q V) /.r--/r> JULY 2000 DRAWN BY G.talO DESIGN BY D.E.B. JOB N0. 00-037 Kfftmo C20F 2 0 al, D, -,