The URL can be used to link to this page

Home My WebLink AboutS-072402-- R_.r- .yl'rS -v -•, - VZ- 5wT.TRT� -`E.R_��5 1. 76 " 014 0 9'' 90 "7 'ab 91' 'RS ew 9" 04 rd) y., lll.. �I i GENERAL STRUCTURAL NOTES SYMBOLS GENERAL WORK TO BE DONE _ R c i.Ewa rN- ro_ sulT ruuuEt - -- G/ SCOPE. THE NOTES AND DETAILS ON TH1S SHEET ARE GENERAL AND APPLY TO THE ENT /RE PROJECT irO" R C , SEWER. SIZE iii MATE RI AL � ID B.4 R A' ''6 /; 9" _ 9,4R Y 05 na 9'" 6,4R 7 76 " 014 0 9'' 90 "7 'ab 91' 'RS ew 9" 04 rd) y., 36 M244 - 19.5 EXCEPT WHERE THERE ARE SPECIFIC /ND /CAT IONS TO THE CONTRARY, V G 2 a.—_M. H. 2 MANHOL E' DESIGNATION B STATIONING G2 APPL /CABLE SPECIFICATIONS AND CODES. CONSTRUCTION SHALL BE /N ACCORDANCE W/TH THE STAR 8 f 20.6 ,. LATEST EDITION OF THE UN /FORM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE FOLLOWING NOTES OR DRAWINGS ARE MORE RESTRICTIVE. S TA. //O # 40 \ EF _ S TA. 112+43 CONCRETE ENCASEMENT OR ENCASE - - ... - -- MEN PIPE A STATIONING F �� 63 AL ERNATIVE DES /GNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS ARE THE PR/- - - - - - - — - - -- - - - _ - OR /TY DES /GN; HOWEVER, ALTERNATIVE SYSTEMS AND DETA /LS MAY BE USED IF THE CONTRACTOR N. /94 000. 00 COORD/NQTES B BEARINGS ARE BASED ON U. S. - � B,4R X B,�R Y E. 1660, 000.00 DEPARTMENT OF COMMERCE, COAST 8 GEODETIC SUBMITS PLANS WITH SUBSTANT/AT/NG CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY � � SURVEY LAMBERT GRID. c i \ ; THE ENGINEER N. 60000"00"E-. I ' _ - -- ► - -- - - -- --- - - --- -- -BAP 2 G4 CONSTRUCT /ON LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE EXISTING WORK COMPLETED STRUCTURES; DURING CONSTRUCT /ON, THE STRUCTURES SHALL BE PROTECTED BY « 7rP /C•4L FLE,�'I6LE I2 3 SANITARY SEWER 8 SIZE � BRACING AND BALANCING WHEREVER EXCESSIVE CONSTRUCT /ON LOADS MAY OCCUR. S Jr. SE£,oi G3 G2 . M A NHOL E H SECTION �2 24i STORM DRAIN 8 SIZE --- SD A - - DETAIL VAR o .INLET - CONCRETE - Q CATCH BASIN TYPICAL TUNNEL TO PIPE Cl P /ABLE CODE. CONCRETE CONSTRUCT /ON SHALL CONFORM TD THE LATEST ED /T /ON AC/ « TRANSITION STRUCTURE BUILDING CODE (AC/ -318). W WATER LINE 8-SIZE NL- FIRE HYDRANT C2 RE- STL. OETA[k ALL DETAILING, FABR /CAT /ON AND ERECTION OF REINFORCING BARS, U ESS OTHERW ISE NOTED, SHALL BE IN ACCORDANCE W/TH MANUAL OF STANDARD PRACTICE FOR ® WATER METER BOX DETA ILING REINFORCED CONCRETE STRUCTURES ACI -3/5 LATEST EDITION. 4�_67 VALVE -° 4< ►�37K / N TR SSES. 2 - - [ o,4DIIv'G d� DCk' _ .LOADING C3 SG S E I _ /B �1. IV�9. GdSK£T GAS LINE 9 SIZE — TR SS AT 2 DAYS ' — -- — — — — — - _ � L ��;�. A. CONCRE TE, 3, 000 PSI ULT /MATE COMPRESS/ VE S E 8 r �% A 8 �a /5 " �iC B. REINFORCING STEEL TENSION DUE TO FLEXURE, IN TER MEDIATE GRADE - 20, 000 P S/ T TEL E P H O N E C O N D U / T � H o ° `\ — -— C 4 CONCRTE COVER. CONCRETE COVER FOR REINFORCING. BARS SHALL BE AS FOLLOWS W/ TH E ELECTRICAL CONDUIT E I ', iJ' MINIMUM COVER OF ONE BAR D/A ME T£R. TYPE 6 H • U. P. UTIL / TY POL E (TEL EPHONE OR _ _ �; _ _ _ _ — ��`' wSrP A. CONCRETE CAST AGAINST GROUND - 3" E L E C T R I C A L) B. CONCRETE TO BE' IN CONTACT WITH SEWAGE -2 112'' , C. CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL -2" +--� GUY WIRE •S41P.0 0 f T _15L :ICE- l D. CONCRETE TO BE IN CONTACT W /TH GROUND, WEATHER, OR CLEAN WATER. 2D '- /8 « lf 24 N CULVERT - LENGTH, NUMBER , S/Z E AND BLO�II ' _ • (/J AT BARS GREATER THAN 'r5 -2 " C. M. P. A. � MATERIAL (HEADWALLS IF JOINT SHEAR TEST � (?.� AT BARS "5 OR LESS - / //2 "' �_ : _ _ _ _ _ _ _. APPLICABLE) � '�S na /B'" F'•�'4J. 2" COAT . "NO SCALE ' ' 411,45,tnAL7 /74YE"I_D C5 DOWELS. REINFORCING BARS USED AS DOWELS SHALL BE THE SAME SIZE AND SPACING AS BARS CURB AND GU T T E R ro FU rt'_1R, c�o //w� WITH WHICH THEY ARE LAPPED. CO NCRETE PAVEMENT M -LOAD PIPES / \�— .� PL {� - Is ROOF11 - .-•--� r , 00LD,4POL 1E0 .4SOP• 4LT C6 BAR SPLICES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 BAR DIAMETERS. THE LENGTH zzz EDGE- OF PAVEMENT(ASPHALrIC) OF LAP SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER, BAR SPLICES MAY ALSO BE MADE BY WELDING IN ACCORANCE WITH THE DETAILS FOR RE -STL - - - -- -- - - - -- -- - EDGE OF TRAVELED WAY(UNSURFACED SPLICE AND WITH SPECIFICATIONS. RAILROAD - SINGLE TRACK CT STANDARD HOOKS BARS ENDING IN RIGHT ANGLE BENDS OR HOOD'S SNa r ! Ct' iwo WV TO TK£ � 1 1 t 1 f 1 1 R A / L R O A D - DOUBLE TRACK REOU/REMEN TS OF A C / FOR HOOKS _x _x FENCE -WIRE C8 CHAMFERS, EXCEPT AS OTHERWISE REOU /RED, EXPOSED CONCRETE CORNERS AND EDGES SHALL GAG/!, l✓;:_ .:::.,�EW,S DETAIL B VAR TYPICAL TUNNEL TERMINAL NAVE 3/4" CHAMFERS- RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS EVERGREEN TREE C9 CONSTRUCTION JOINTS. LOCATION OF ALL CON57RUCT/ON JOINTS SHALL HAVE THE APPROVAL OF F THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED /N THE E B60 SOIL BORING & DES /GNAT /ON wOTES } CONSTRUCTION JOINTS. CONSTRUCTION JO /NTS SHALL BE AS DETAILED ON THE DRAWINGS. 413(e,) M/M. / iUNGGE 70 QETA /N C.4S�f'ETON THREE 0 ROCK - - �ofy S�oFS �` G,�'GtwE TD BEA.P ow Gil s /�Er �frEN �oiNT /s c�NsU�l�t�I,4 rEO, M -LOAD RCP DESIGN ASSUMPTIONS RIVER OR GREEN rti M rA `� p� o GA_S�f'ET /01l'E556IRF -1'117 l AXI V. TD .50 % I. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN /N ACCORDANCE WITH A C- / CODE B SUR VE )' MONUMENT OR PERMANENT BENCH 4NtiL/LA�f'S AGE -� MqX ,G1�9,�'OFD"P /G /rt/AL ST.P£T�.HED AREA AO FACTOR. K = 1.8 'IN � _ . 2 S�ALLEP /L'. PIPE MAYXEBELL �SPICOT. 2. LOAD N / C NOT CONTRACT 3, TIVIC'�4'NE55 OF roNGUE O G7 ,q- 9al/E' MAY 3.* + M DENOTES TENSION ON INS /DE FACE. ✓''EE,VCTE I - -- ,��i ± %(�j,Z' /1/U,S mpv BY S %, RV01I0EO 7HE.5c/M OF 4. f N DENOTES AXIAL COMPRESSION. - - - PROPERTY LINE `, .�'t t v L,4� SFACf - - THE" /�f' TH /C'KNS?�f SHALL BE /00/ (t) — R/NUS r1E,4V1Vl/L A,F SPACE. 5- f'c = 4000 PSI MIN 8 6000 P51 MAX. - � ANGLE POINT OR- HUB ♦_- A /NS /DE fACEDf PIPE 4. COVrPACTO,P SHALL SUBM /r DETAILS 6.. /y 40,000 PS/ r I F"ZL,'A16,Qr .,'CWNT REiVC, /�" UI/Hc /V A,: E EX�EEO� �' ?/ itj� /,Y. - �A,I/NULAR Sf'�4CE OF .lO,�/VT fOP Af'P�7!%91. 1 7." STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR, TYPICAL RCP JOINT B- EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 60 INCH ID AND LARGER 9. _ CROWN OF PIPE SHALL HAVE- SAME AMOUNT OF REINFORCEMENT AS THE INVERT. t :1 ,gyp H A (�� IO, C/RCUMFERENT /AL STEEL SHALL HAVE ONE /NCH MINIMUM COVER. C �� G cti F -• STEEL A.RE USED d USED IN DESIGN COMPUTATIONS �P �l w �. r //. IF TWO LAYERS OP MORE THAN ONE SIZE O RE , B THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP.' n►r SHALL - 104GAw o 12. A C MPUTED SY EO. A9 OF THE AC/ CODE, SHALL NOT EXCEED Pb AS COMPUTED CONSTRUCTED °-*� pt`c 01 F,° Pn, S O y AS C F 'HIS ED F 1STEa S7Ea BY EO- A8 OF THE ACI CODE. ss /0 �av ��N E��' � // 6 DRAWING REDUCED /9 H SIZE ....DATE , TO HALF F � AL DRAWING NUMBER �1fsIC,FVfo G�� o ME T R 0 P 0 L I T A N ENGINEERS MUNICIPALITY O F METROPOLITAN 'S E T T L E FILER 202 R ENTON GENERAL NOTES a SYMBOLS G 2 �/CC BROWN ANO CALOWEL4, CAREY AND KRAMER ,� ) E.s ^' c /� /�� C� �/ �` C f /� (� SHEET NUMBER DRAWN } : RFCCMME tvl)E l' �VF kOVED { GQl F: N O. S:C A L E S i J S,' M I V V. D E T M I L V ,/ DEC. 1962 ` 2 of 6 t a�cRU4E0 • +aFrOVE Co HECKr.D -44X. HILL ANA INGMAN R W BECK ANO ASSOCIATES f)rs,gn ny,n,-e, N,t rojoo -Nln _ u ,rrr 41 n E l ) ifOFIC't En(�,n(•e1 �1,,,1'�r J f. t�npprS �,11�ot Enq,nper 0.'elrp rtdt, tngYnee: fnr MPNp{XN�IOn Ene,r', s!'. Fnf Mu u:ipU;Yty of wifoDO "ol'le SATE - 1 t.. $ai�a.LE�f.. .... r. _av .s... ,,u.�.- ...,.T•s .. -.k,. .t ._._ -.. ., ..r r...ir.G, s..46.._..- _..�., u....i._.-4,.a. .a.e ,. .r.s. -. .. .. .... _. - - .._._. - ..- .. ,er ,... ,. _ - -... ._ "S] -1 7 f -OR� ES <I CTINa OlV SECT /JN SIDE BD T TYPE M - K" -233 M- K /P.5 Af- K" M- K_ /_PS - /. O 36 M244 - 19.5 24.4 -//a /50 Il, 5 /: 7 78 ;� M136 _ 13.6 /70 /3.4 /. 8 88� M7� _ _7-7 X1 ,1 7,5 O GAG/!, l✓;:_ .:::.,�EW,S DETAIL B VAR TYPICAL TUNNEL TERMINAL NAVE 3/4" CHAMFERS- RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS EVERGREEN TREE C9 CONSTRUCTION JOINTS. LOCATION OF ALL CON57RUCT/ON JOINTS SHALL HAVE THE APPROVAL OF F THE ENGINEER. IN WATERTIGHT STRUCTURES, PVC WATERSTOPS SHALL BE PROVIDED /N THE E B60 SOIL BORING & DES /GNAT /ON wOTES } CONSTRUCTION JOINTS. CONSTRUCTION JO /NTS SHALL BE AS DETAILED ON THE DRAWINGS. 413(e,) M/M. / iUNGGE 70 QETA /N C.4S�f'ETON THREE 0 ROCK - - �ofy S�oFS �` G,�'GtwE TD BEA.P ow Gil s /�Er �frEN �oiNT /s c�NsU�l�t�I,4 rEO, M -LOAD RCP DESIGN ASSUMPTIONS RIVER OR GREEN rti M rA `� p� o GA_S�f'ET /01l'E556IRF -1'117 l AXI V. TD .50 % I. DESIGN METHOD SHALL BE ULTIMATE STRENGTH DESIGN /N ACCORDANCE WITH A C- / CODE B SUR VE )' MONUMENT OR PERMANENT BENCH 4NtiL/LA�f'S AGE -� MqX ,G1�9,�'OFD"P /G /rt/AL ST.P£T�.HED AREA AO FACTOR. K = 1.8 'IN � _ . 2 S�ALLEP /L'. PIPE MAYXEBELL �SPICOT. 2. LOAD N / C NOT CONTRACT 3, TIVIC'�4'NE55 OF roNGUE O G7 ,q- 9al/E' MAY 3.* + M DENOTES TENSION ON INS /DE FACE. ✓''EE,VCTE I - -- ,��i ± %(�j,Z' /1/U,S mpv BY S %, RV01I0EO 7HE.5c/M OF 4. f N DENOTES AXIAL COMPRESSION. - - - PROPERTY LINE `, .�'t t v L,4� SFACf - - THE" /�f' TH /C'KNS?�f SHALL BE /00/ (t) — R/NUS r1E,4V1Vl/L A,F SPACE. 5- f'c = 4000 PSI MIN 8 6000 P51 MAX. - � ANGLE POINT OR- HUB ♦_- A /NS /DE fACEDf PIPE 4. COVrPACTO,P SHALL SUBM /r DETAILS 6.. /y 40,000 PS/ r I F"ZL,'A16,Qr .,'CWNT REiVC, /�" UI/Hc /V A,: E EX�EEO� �' ?/ itj� /,Y. - �A,I/NULAR Sf'�4CE OF .lO,�/VT fOP Af'P�7!%91. 1 7." STRESS DISTRIBUTION ON CONCRETE SHALL BE ASSUMED TO BE RECTANGULAR, TYPICAL RCP JOINT B- EFFECT OF COMPRESSIVE REINFORCEMENT SHALL BE NEGLECTED IN DESIGN OF SECTION. 60 INCH ID AND LARGER 9. _ CROWN OF PIPE SHALL HAVE- SAME AMOUNT OF REINFORCEMENT AS THE INVERT. t :1 ,gyp H A (�� IO, C/RCUMFERENT /AL STEEL SHALL HAVE ONE /NCH MINIMUM COVER. C �� G cti F -• STEEL A.RE USED d USED IN DESIGN COMPUTATIONS �P �l w �. r //. IF TWO LAYERS OP MORE THAN ONE SIZE O RE , B THE EFFECTIVE d TO THE CENTROID OF THE STEEL GROUP.' n►r SHALL - 104GAw o 12. A C MPUTED SY EO. A9 OF THE AC/ CODE, SHALL NOT EXCEED Pb AS COMPUTED CONSTRUCTED °-*� pt`c 01 F,° Pn, S O y AS C F 'HIS ED F 1STEa S7Ea BY EO- A8 OF THE ACI CODE. ss /0 �av ��N E��' � // 6 DRAWING REDUCED /9 H SIZE ....DATE , TO HALF F � AL DRAWING NUMBER �1fsIC,FVfo G�� o ME T R 0 P 0 L I T A N ENGINEERS MUNICIPALITY O F METROPOLITAN 'S E T T L E FILER 202 R ENTON GENERAL NOTES a SYMBOLS G 2 �/CC BROWN ANO CALOWEL4, CAREY AND KRAMER ,� ) E.s ^' c /� /�� C� �/ �` C f /� (� SHEET NUMBER DRAWN } : RFCCMME tvl)E l' �VF kOVED { GQl F: N O. S:C A L E S i J S,' M I V V. D E T M I L V ,/ DEC. 1962 ` 2 of 6 t a�cRU4E0 • +aFrOVE Co HECKr.D -44X. HILL ANA INGMAN R W BECK ANO ASSOCIATES f)rs,gn ny,n,-e, N,t rojoo -Nln _ u ,rrr 41 n E l ) ifOFIC't En(�,n(•e1 �1,,,1'�r J f. t�npprS �,11�ot Enq,nper 0.'elrp rtdt, tngYnee: fnr MPNp{XN�IOn Ene,r', s!'. Fnf Mu u:ipU;Yty of wifoDO "ol'le SATE - 1 t.. $ai�a.LE�f.. .... r. _av .s... ,,u.�.- ...,.T•s .. -.k,. .t ._._ -.. ., ..r r...ir.G, s..46.._..- _..�., u....i._.-4,.a. .a.e ,. .r.s. -. .. .. .... _. - - .._._. - ..- .. ,er ,... ,. _ - -... ._ "S] -1 7