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HomeMy WebLinkAboutS-070905,rPES7ne.47101V its 1,0r11 - E,1'CEPT AS /t/OTED E'/1lBA�(/,eif1ErVT -- OF E,rrsr. - „rrPIET 6; 9, ,OZ /4SPHAL T/C /014l/leWf A17, r k ' q C/QUS//'ED .S`l/,eF/4C'//(/6 - D /TCH wzory - &4ne"r /L L (CDiLIP.4CT /D/(/ /PEQU//PE/tlEit/TS CALL ED OV7- 0&'0&67.v) I TYPICAL ROAD SECTION ASPHALTIC SURFACED STREETS (TYPE A. B & C RESTORATION — SEE SPECS.) � Ti5/ /C'�fit/ED E06E ; APESroe,4r /DA1 A1111071 BY D/s'TU,PBEL7 'pl4&EL f ,SECT /Oi(/ TO /Y1,4TCH EX /ST. �EXCEPT,4S it/OTED i SHOVLDE,P I EX /sT. ST,eEET 6"DE I �-- CE/m'7` ^D/uC PYi1J'T TY/° JD//t/T L /10P,eovED r— S/DEw.4L/E' sU,eF,�cE ,�ESroc�,4r�o�ci PEQ D!? /G /�V4Z (9AID. pWGS. E SPECS - 71116'Ert/ED EDGE o'e e"1111 eB 1 5 y r,r 21, TO iYlATCH EX /ST. T,eE/vC'/'/ .i"H�4L[ BEDE,oYr/Tf,QEO TO DEPTH OFE,YC,4�.4T /D/t/,4/t/Q BELO/V BAC�E'f /LL. C,4,QE Sh',4LL BE T;0leZ (1 DC/e%t/G THE,0lW..4TE W67 OPE, ArI0/V ,SO THAT /4D✓ACEi!/T CEDU/t/D `Y/4TE,P LEVEL /J' /l/OT /PED!/CED TO A R� /�c/T THAT ,W0UL.0 E/t/DA/(/6E,e AD✓ y,,t/T sT,el/C'TU/eES A/t/D RROR2W ry -,SEPA,e/oTE CD.VC CU,PB - //Y1P,pOVEO //(/TEG,eAL O,P /G //t/,4L 6AID. SURFACE /PESToewr1o1V PER O. D. ,, 6' rr owGS � s�fcs ,di;�'✓ � SUBSE4UENT QAC/i'F /LL ✓ir��'i: � iii` / ri . /rid. /�., /T /i�. /r /`.r: ,,► �nr y�,.� ;�ii� CLASS I ff, ETC. Q s /DE Bo rroM T1FENCH SHALL 3f OfW,.4TE/Pf0 , � , %`:” A S NOTED , /i• _� /� / ",;; ;�E�% FILE _.`•!- -200 TO DEPTH OF EXCAI�AT /ON AND SO THAT ADJACENT tghVeI VD 'A, APPROVED �w -. or Merropol,ron Enyrneers( �r:i, /`' ';' %� "`_''" FEB 1962 DATE BACKF /LL MATER /AL TO BELow BACffF /LL . CARPE 9.6 � I � �i, ,;" 8.0 BE SAME AS SUBSQ(/fNT TO A RO /NT THAT 940UL0 M -/99 •' /_ /818 'y, I � SUBSEQ!/fiVT 8.41�F /LL /jj // ►i`. /,� • .`?/ CLASS r ff z O,P /G //t/,4L 6AID. SURFACE /PESToewr1o1V PER O. D. ,, 6' rr owGS � s�fcs ,di;�'✓ � SUBSE4UENT QAC/i'F /LL ✓ir��'i: � iii` / ri . /rid. /�., /T /i�. /r /`.r: ,,► �nr y�,.� ;�ii� CLASS I ff, ETC. f/ / /`.�, / ✓ = /I /_t //, � ✓ j/r r �// _ / /ice �;, /,� / "�' / /_ /� �_ — - - Ow BEDD//t/G' hQj� �T It v TOL", E�!/FT,P,41` /D.(/dF�fffD,P /�t/G I �v Die 1ffEET //(/G ,4S .E'EQ'O BY � F /ELD CO.Up /T /D�C/S O,p ✓9S I TYPICAL VERTICAL TRENCH (FOR BEDDING & BACKFI LL MAT'L & COM- PACTION SEE SPECS.) 5HAL/_ aF rAffEN DUiPING Q s /DE Bo rroM T1FENCH SHALL 3f OfW,.4TE/Pf0 , � , %`:” A S NOTED M UN I C I PA IT Y OF /i• _� /� / ",;; ;�E�% FILE _.`•!- -200 TO DEPTH OF EXCAI�AT /ON AND SO THAT ADJACENT tghVeI VD 'A, APPROVED �w -. or Merropol,ron Enyrneers( �r:i, /`' ';' %� "`_''" FEB 1962 DATE BACKF /LL MATER /AL TO BELow BACffF /LL . CARPE 9.6 Q � f/ / /`.�, / ✓ = /I /_t //, � ✓ j/r r �// _ / /ice �;, /,� / "�' / /_ /� �_ — - - Ow BEDD//t/G' hQj� �T It v TOL", E�!/FT,P,41` /D.(/dF�fffD,P /�t/G I �v Die 1ffEET //(/G ,4S .E'EQ'O BY � F /ELD CO.Up /T /D�C/S O,p ✓9S I TYPICAL VERTICAL TRENCH (FOR BEDDING & BACKFI LL MAT'L & COM- PACTION SEE SPECS.) 5HAL/_ aF rAffEN DUiPING F0,eCE'S ACT /NG ON �SECr /0/V s /DE Bo rroM M- K' , THE DENATE/P/NG OR,604r /ON METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES M UN I C I PA IT Y OF il;\';r� / ",;; ;�E�% FILE _.`•!- -200 - BEDDING AND /N/7"//4L SO THAT ADJACENT tghVeI VD 4PPkpVED Chief Er ,Weer - Mer oli on E_ng,ncrrs 'A, APPROVED �w -. or Merropol,ron Enyrneers( �r:i, /`' ';' %� "`_''" FEB 1962 DATE BACKF /LL MATER /AL TO 141ArER L El/EL /SNOT,?606CED 9.6 Q � �i, ,;" 8.0 BE SAME AS SUBSQ(/fNT TO A RO /NT THAT 940UL0 M -/99 Q � J" > /818 BACf(F /L L . AND Re01`Z_RTy. /ZO' , ie rJ/- rr� 77 PENETPAT /ON OF Sh�O�P /NG CONce CAP SEE � �j OR S'HEET /NG A5 REOD BY F/ELO D!'1/G. /05 w MNO /T /ONK5 OR AS NOTEO. 1TT/D OrP TH/PfE P/Lf i BENTS A.S Sf /U�Y/V ' TYPICAL VERTICAL TRENCH W /PILE SUPPOPT (FOR BACKFILL MATL.& COMPACTION SEE SPECS.) rY/,QB � E/NB/4,V,Y�E/VT � D /TCH fV /0TH - dAC',f f/L L C,Pl1SHE0 ,5.4/YED ✓T - , , - •,. O,P D /TCH COr41P,9CT/Oit/ PE!?iL1TS S!/,PF✓4C' /i(/6 `' CALLED DUT �1AX. PE,Pw/SS /BLE - TO PO'OEEP m /ww,,PT /6 ^4X. PE�PrI'! /SS /BLE - PO /T030 TYPICAL ROAD SECTION oeisic/A[ s/va f PORTLAND CEMENT SURFACED STREETS , (TYPE D RESTORATION — SEE SPECS.) tz , ti� yo -• , '� ° � o � o , '�, • •• '� SUBSEQUE/VT B/aC�F /LL v Q c^ ° CLASS I ETC '4S ,PESTO,2AT /O,(/ !f/ /0TH - E.YC�PT 4S.11OTEO Q . v Ot t LAP /PE IN, ,(/OTED O/(rDM�'GS. v V , ' SHOULD£,P .SHDULDE/IP O � Q � � v I TQ,4YELED .Sl//QF/4CE Q W :: / tV �' U�t/EXC/4rATE0 BEDO/x/O• F /LL �- E�f/1B,9�t/�'.flE/VT CDiNPACT/Dd/ /PEQ if/lS C,PUSh�ED /A2 x /D. io !. 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Slol4L[E,P /D. /°/AE /LL4Y BE dELL � Sf'r6DT �i0` � � / — � - , 3 T/5�rc,�'/vESS oFTJ/cf6UE � G,�YE �/.4Y • - %2 Ait/✓l/!/L.4,P ,SP,4CE "ley 6'i' If %o, P,eOli /DEO THE S 1141 Of - - THE /AP T/Y /e'/E�iUESS .S/,'/4LL er /Gib % (t) /Y1/✓t/(/S TiS�E,4i(/.f/UL✓4,P SP,4CE. SUPPORT BLOC!< Bpp�a �f�' U .SY/SiN /T DFFe1ZX BLOC/t' 5u rrERIX/G CotifPOU,cIO RE4Q �i2'' 2/3 t10 M /,c/ ,, AA1A1UL AR SMCE OF ✓O /✓ ,r FO,e Ai0pleOY.4L . JOINT SHEAR TEST _ irVmal OG'ti /G GRE,4TER rw4 TYPICAL R.C.P. JOINT No SCALE H 6 INC . D. LARGER 0 I & . rYpE F0,eCE'S ACT /NG ON �SECr /0/V s /DE Bo rroM M- K' , DESIGNED�g!2_ DRAWN le" �/OB cHECKEO . FD �.— METROPOLITAN ENGINEERS BROWN AND CALDWELL CAREY AND KRAMER HILL AND INGMAN R.W BECK AND ASSOCIATES M UN I C I PA IT Y OF METROPOLITAN S E T T L E, FILE _.`•!- -200 SUBMITTED /��� - 7� Design Fnq,neer - Merropohlon E,ny,neers - RECOMMENDED- _ Project Engineer - etropoloon Fngioeer; 4PPkpVED Chief Er ,Weer - Mer oli on E_ng,ncrrs 'A, APPROVED �w -. or Merropol,ron Enyrneers( - v APPROV _ —. For n,c,por,ry of Metropohton Seorrle SCgI_E AS SHOWN FEB 1962 DATE F 10.5 9.6 O. Z rYpE F0,eCE'S ACT /NG ON �SECr /0/V s /DE Bo rroM M- K' N -K /PAS IV-K' N K/P1.S IW /3/ - /_f / 12.2 /Z.,6 Z.3 M -145 -- /¢.S /3.8 /Z.6 0.4 R - //O -//.0 10.5 9.6 O. Z M-83 -8.3 8.0 8.2 /.8 M -/99 -/9.9 18.4 /818 Z.,5 it DES /G/V AS�S•UMPT /ONES' /. jDES/GN METHOD smAL L BE UL r /MATE' 5renv6:TH jCE516N IN ACCO/POANCE !� /TH A. C. A CODE: �Z. i-0/40 "ACTOe Ar= /. 8 3 fM DENOTES TENS /ON ON /NS /DE FACE. 4. IN OENO7Z- S” AX /AL COMR�PE�S,S' /ON. S. f c = 4000 P�5-/ 4&'Al � 6000 P,.5'/ MAX. 6. {y = 40,000 /°S/ 7. L5*r ,6SS D /�sTe /BUr /ON ON CONCRf rf �5.�//4L L Be ASSUMED TO BE iPECTANGUL AP. 8. ;EFFECT OF COM.�/PES�S /!/E /PE /NFoe6- eME/VT SHALL 8E NEGLECTED /N OES/GN OF 6- eCT /ON. 9. CROl1/V Gl r f' /PE W,4L L f/�4h5 SAME AMOUNT OF RE /NFD�PGEMENT AS T#,E /4/kZX -/_ /0. CIRCUMFeCEN T /AL �S"TEEL � ,4LL f1�4liE O&E" /NCh/ M /�V /MUM COl/EiP. !/. /F TK/O Zk",E/U Oe N4e,6_ Tf%4N OfVE .SIZE OF APE -STEEL ARE f/sEO, d l/�SED /il/ DES /G/V _ COVVR° 1T.9T /OIYU .Sf /ALL BE 71 e eFFECT /ICE o/ 70 71,e 6f VT -/Pa /D 04'7-/E J MZ 67eW ° /Z. RN, AS COMPUTED BY E4_ A.9 OF Tf/E AC/ CooE, -/ALL Ivor EXCEED P,6 As C-O/k!P(/TED BY L=Q_ A,5 OF THE AC/ CODE. CONSTRUCTED 1040 DATE JULY 6, 1964 �ENTbN TYPI CAL SECTIONS SYSTEM ROADS - TRENCHS — PIPE DESIGN Q� of wQ syi (� Fc /S T Ok� ss /ONaL DRgWING NUMBER G5 SHEET NUMBER 5 __ of _2 2_ • b' Y