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Home My WebLink About2194B-8M R" or of opm« or Ar"m" on dotal Owns (Sae note 6~ "W� RBA! " or as @on~ r anawn an stag pw o wa note brlD 441111111 P� "OEM as Offset to be 4'-0" at marrrwsnt locatwn6 Iwowrod of right angios to A/W NrWM Toper to ocl ve offset to be of INpf Woo 11 TYPICAL MEMBER DWENSIONS or" ft ft r' mm 44f11111, at vow LIRE POETS END. LATCH l CORNER POSTS /IRCES NEI OMIT RRIA& N RM.I ROUND ROLL FORTEDN ID iORYED IR �~ fwvo construction Is c, I' ted 191 and1/0•' 1�•'xl%., l ..xix.. 2.. ..x .. 2..x1%., "A low 11,4..x., lx'.xiA"1116..x"A" Lee /� unlsso at1w w(ow directed by "IS 04*"W. ID TRx Iwrbanto broadwith truss rod Isar to used ss w sitrnafo to • 41eww/Mt brave TOWN" 16,0111 LMS PM* grew INrizontet broa wtoll russ ref >�'stow!t GN pauM c.t. r.e. Tr►f1010aaq � Lo/M1 leer WOOD L lo. » = Sher 12, N Nloop" N N TU thru12' S•. N N M H II r ry SAWCUT Over 10' to 21' O' ILIN S'4 UP thru 6*1 ]'• SIA ALL QUANTITIES S410MM ARE APPROX I W1TE (ON TITLE SHEET) . � S" 14.61 sodw thru 12' SAIIROUT EXIST. CONCRETE PAV i Ni Dow >r�•.► R.Aa post O.. 10,91 i• w ' w a / -� 001 g f0 L w tI� wt was 11lw A t�fh Lino Posts at 1000' aOxI num Intrvels Type CL -41=A•• fi►ID LWWM w POST ASSEMBLY a•etwn of pest sIMiMsl of woced and trussed in both dlrectiois Type CL -6.72" fabrw' r)71E Al XNr SEAL r f�r f �rr1��p MWp1 except that this broc" wW �. (rn) coon i•t' fr f+i0b 9ah>i Y -O•' for fabric will then OR" ►11th truaoby a" be owltted when the CLASS 2 AGGMGATE BASIL - Y -O" for fabric W OW over fabric Is stretched by the oa1ApwjoW � M R" or of opm« or Ar"m" on dotal Owns (Sae note 6~ "W� RBA! " or as @on~ r anawn an stag pw o wa note brlD 441111111 P� "OEM as Offset to be 4'-0" at marrrwsnt locatwn6 Iwowrod of right angios to A/W NrWM Toper to ocl ve offset to be of INpf Woo 11 TYPICAL MEMBER DWENSIONS (sow Notes) LIRE POETS END. LATCH l CORNER POSTS /IRCES NEI OMIT RRIA& N RM.I ROUND ROLL FORTEDN ID iORYED IR �~ RRl FRRI� 191 and1/0•' 1�•'xl%., l ..xix.. 2.. ..x .. 2..x1%., "A low 11,4..x., lx'.xiA"1116..x"A" ` 2 2..x116•' 2jlt.. wk"x%.. 2!4••x2*., "A., ll/#..xl%&" i%"xllA..f1%"x1A" N= I. Tft aboeo fA own •mown M ow ell/ brash awa0lbws ap1M1 am ownift Wth the 1. Sou"wu sheam In the (Bila *AT Ab Comm am "a am r we! rewlAranipm she *"or orevwlwrls N the SpeaiMeni n A. Other seatwne whish , 81- with the stranwth reco A-eowlto and •1111 provisions of the Spedfloo!No may N used on approval of Slap ErgWm r. A. Optlwls awlelslbt snot M Iaafa►w w wy we or~. S. Oluens os0 amus aro nWalbla www Draw r I Izento brave Merin .t rem Larger sizes any be u.ed an 4Wftlp of Engineer. STATt OF CALF010r eePwilnluTT OF TNEAOPGR4'~ CHAIN LINK FENCE NO SCALE A SS 's r::3 i s Soo S1wMr/ PAW AIVA For AM*" ANrevioNses amAw'"r 4t fffarcrwo cnA [airs see T. r.l AArrA► r_MU Berms Sher Arr1: fbtA* • ♦ K.r ...sovA. •-0c..3-31 '.,ehihV~Alm 1400 ' Fr sii a fraDA1 AM •fr 1M re lJ � -V U Ou /ace 84woo • K ;0.:w NR rA"P >Y CTIOX J-./ lC7Agl11 dti! A+ CN /rod hwosa/ t Wel /Alco wan * S npht ®►'• (�' Ar•! wiAti aerAwy slrsswq is conrM•A.. r s• AIrAE T , ouMr ' J A►� •~� TRR p and Bosom Ass�w +ave Miss.If WAIM d* Aw aW � AW J t n 1 Y - ANN S, M r EAT qv0ANsef:rY -400/ wwsrb Ave -1- &for M Los Or 101 aWs Rq�s1 of, * 1 *� hDrrir .gra oiwwwerr ELEbt/Til� ''wwN""l� RT/��MME ! � I �/ • •noaorone sty Alft 1� s sits of sAfw M/. I \\ Cement Io fiehnM/ only. AL7i�IIMOT/VE / AL UrA11111111111W L Skew Aw r 3a ! TE ~Lr /4' *60 !' � i ASM BRIDGE STA/[ /-t 0 *7,0 jr N •�i • !` Rip N Mover As M fI or d wa AM Aip of baa domovNID. Ab •A!t ! 03 L: ! - -- NOr or r �.r :.*a+Iwr illy nr alwM f ffM PEWL /-tL Ahw ""'I 4g%/1'ir'Rmon br dW JAW. •.5 r Lt ! 'S Lw Leg wreM1 on fart/ web f//wrw►. /'Awls 106 AN 4 c�M• Loww of Awamw c. NlrF6►aRlRl� /•Ave gem 04 u 110110001' err. PhwArrA.r caw /ArwibnoW A� 10 A M r eAwr arArblr fllww�AN I•iwawrAM saw / r - 5 P ! f it nfgwraws /;/leer r 1R••At'agrnr. Arra/ r f AV* fy.wwelr- a poww .rysg►war. AMI( s.Al1 M* a* Of APW . cnfiMeA DE'3`AAL 1' /fArAr town • C/P �w►raap/ ow fisvo r AV*wbWwwj FOR SKEM OVER 11Q' /-wDswA► t wt 40111016F modwsw %re- whwr.� to fwwpm*. stw� aWTE�s>►r� r�wwa�r �TA�c PhWmAw wa,wr MOAK W S/NDI�E 4f TArL - � /Ar,wwwn. r fillrr ..Irl. srwolrilr P Wil T MAN Aew/ fw C/P rwaroosw Ar,.r e. dip al► 4ET1LL 1-_3 dwy rpm" rw+w wrowa v w twpit 1A . STATE OF CALF KPMTIEIIT OF TUNSPOR114 BRIDGE DETAIL NO SCALE N fbw. flbrlDM tel► Aw S I•- w 13 avwmmww A" saw As pear, y� wow sir f17r A Aver /IbsM iAw s� GATE Pftt .w /.uwlw.al.rlr 00010 N A. Ai peer Al...r..�a...�► FEW GATE "DiIIML WEIaNT NElfw WIDTHS ID PER FORT wp pMIK'/ Up thru 0' 2*11 A. n c/�p/ps STEEL IS DIMENSIONED TO BACK OF BAR BEND. ••• lo. » = Sher 12, � r wMrr. Mop,VIM thru12' S•. IA. s1 Labe SAWCUT Over 10' to 21' O' ILIN S'4 UP thru 6*1 ]'• T. s• ALL QUANTITIES S410MM ARE APPROX I W1TE (ON TITLE SHEET) . Over O• S" 14.61 sodw thru 12' SAIIROUT EXIST. CONCRETE PAV i Ni Dow Over I thru I ' O.. 10,91 i• Over 10•re O.. M!S / 24' lAsw 001 129 Larger sizes any be u.ed an 4Wftlp of Engineer. STATt OF CALF010r eePwilnluTT OF TNEAOPGR4'~ CHAIN LINK FENCE NO SCALE A SS 's r::3 i s Soo S1wMr/ PAW AIVA For AM*" ANrevioNses amAw'"r 4t fffarcrwo cnA [airs see T. r.l AArrA► r_MU Berms Sher Arr1: fbtA* • ♦ K.r ...sovA. •-0c..3-31 '.,ehihV~Alm 1400 ' Fr sii a fraDA1 AM •fr 1M re lJ � -V U Ou /ace 84woo • K ;0.:w NR rA"P >Y CTIOX J-./ lC7Agl11 dti! A+ CN /rod hwosa/ t Wel /Alco wan * S npht ®►'• (�' Ar•! wiAti aerAwy slrsswq is conrM•A.. r s• AIrAE T , ouMr ' J A►� •~� TRR p and Bosom Ass�w +ave Miss.If WAIM d* Aw aW � AW J t n 1 Y - ANN S, M r EAT qv0ANsef:rY -400/ wwsrb Ave -1- &for M Los Or 101 aWs Rq�s1 of, * 1 *� hDrrir .gra oiwwwerr ELEbt/Til� ''wwN""l� RT/��MME ! � I �/ • •noaorone sty Alft 1� s sits of sAfw M/. I \\ Cement Io fiehnM/ only. AL7i�IIMOT/VE / AL UrA11111111111W L Skew Aw r 3a ! TE ~Lr /4' *60 !' � i ASM BRIDGE STA/[ /-t 0 *7,0 jr N •�i • !` Rip N Mover As M fI or d wa AM Aip of baa domovNID. Ab •A!t ! 03 L: ! - -- NOr or r �.r :.*a+Iwr illy nr alwM f ffM PEWL /-tL Ahw ""'I 4g%/1'ir'Rmon br dW JAW. •.5 r Lt ! 'S Lw Leg wreM1 on fart/ web f//wrw►. /'Awls 106 AN 4 c�M• Loww of Awamw c. NlrF6►aRlRl� /•Ave gem 04 u 110110001' err. PhwArrA.r caw /ArwibnoW A� 10 A M r eAwr arArblr fllww�AN I•iwawrAM saw / r - 5 P ! f it nfgwraws /;/leer r 1R••At'agrnr. Arra/ r f AV* fy.wwelr- a poww .rysg►war. AMI( s.Al1 M* a* Of APW . cnfiMeA DE'3`AAL 1' /fArAr town • C/P �w►raap/ ow fisvo r AV*wbWwwj FOR SKEM OVER 11Q' /-wDswA► t wt 40111016F modwsw %re- whwr.� to fwwpm*. stw� aWTE�s>►r� r�wwa�r �TA�c PhWmAw wa,wr MOAK W S/NDI�E 4f TArL - � /Ar,wwwn. r fillrr ..Irl. srwolrilr P Wil T MAN Aew/ fw C/P rwaroosw Ar,.r e. dip al► 4ET1LL 1-_3 dwy rpm" rw+w wrowa v w twpit 1A . STATE OF CALF KPMTIEIIT OF TUNSPOR114 BRIDGE DETAIL NO SCALE N fbw. flbrlDM tel► Aw S I•- w 13 avwmmww A" saw As pear, y� wow sir f17r A Aver /IbsM iAw s� A Ronna r aft /MIAIj R 71pa >ti asm AblrMwe M+A 'peftaM .w /.uwlw.al.rlr 00010 N A. Ai peer Al...r..�a...�► «► All LONGITUDINAL BARS SHALL BE /4 • 18 INDIES. PLACE O °b� � cho/its Ab- /- 14- wp pMIK'/ AA aeew/ ,� • /, r ,M. !t• c/�p/ps STEEL IS DIMENSIONED TO BACK OF BAR BEND. S. FOR CONSTRUCTION ON CURVES, STRAIGHT TRANSVERSE BARS IN = cc/P/pw/'a!,- � r wMrr. Mop,VIM w AN Wcw ar/ #. . ALL TRANSVERSE CONSTRUCTION JOINTS SHAH BE IM A VERTICAL SAWCUT 1R'' 110' y' INEEPHOIES SHAH BE FORMED AS Si10MM IN BOTH WALLS AT A S'4 L&Vffj~ o0111119 MV MATERIAL WRAPPED IN FILTER FABRIC PLACED AT EACH HOLE. S. ALL QUANTITIES S410MM ARE APPROX I W1TE (ON TITLE SHEET) . 9. ALL SPLICES ARE SUBJECT ID APPROVAL BY Tit El1GlNEFR. Mofte sodw r AfUAL ,,,MPS vete SAIIROUT EXIST. CONCRETE PAV i Ni AAA111rrr - 6' MIN. BEYOND TRENCH SECTION Web NOTE:SHORING AND / AwAi win to As 0 Ai ww wommparar/ vel or s r11ws1DWsW 001 129 J W p.L11w A111.Iwr • aeaDreecerr: �&moor MIN. 000 r)71E Al XNr SEAL / UNOFArdI GREATFJtSTHAN 12T. �. (rn) coon . i CLASS 2 AGGMGATE BASIL - !Mit N awdow w4prM /iBiiTiwe- � ASAW I j 6' MAX. SIX NATIVE 30IL - ®o COMPACTED 90M Q� sirpMr IWw(I A•I-® A* ofas ` i1'• 1 SELECT NATIVE SOIL PER AIIwAI+leeiMr � � ' ' 1 At Am w/e rnOW.ADb am ; r &b~ r.W riw.Maa4 AT � MOM averawy ave M alta C I TY PLANK i SKCB. �� >0 SAW 6' MiN. FOR D-400 AND LESS 10' MIN. FOR D &M � •.S 0. IAM. 12' MAX. I1111■llwlt Y or idwr ASM! *ONfnf nalwerw t`F idler► A Ronna r aft /MIAIj R 71pa Apaboat' cbrrer.11► 1Ml,Ilr ILII_ slslrrnn All LONGITUDINAL BARS SHALL BE /4 • 18 INDIES. PLACE / w;R- � cho/its Ab- /- 14- IMP AA aeew/ ,� • /, r ,M. !t• c/�p/ps STEEL IS DIMENSIONED TO BACK OF BAR BEND. S. FOR CONSTRUCTION ON CURVES, STRAIGHT TRANSVERSE BARS IN = cc/P/pw/'a!,- � AT WALLS. FOR LIARS IN (MALLS SPACING SMiAII Bf MEASUflE6 w AN Wcw ar/ #. . ALL TRANSVERSE CONSTRUCTION JOINTS SHAH BE IM A VERTICAL SAWCUT 1R'' 110' y' w Affib 0w mer, 91w lr *w a0rww . im'r Ar dwksm • 111110 PMw 00 M► Ober Mm . ,.elbr saw fel to as MVCMrtw �MiGI1[T1t IAw111■f T Avrw : AW 00"w rw AorAwr Ar Iweibo am* of sawn bot jwbG M Morrill #AW Bair/ posse mom ~ M w wr1Mn/ If Mr lIM1r. ^pw of awrN : TApw A - 04W Ar M Mon dor . mw w elww� ~ -a w or POMP am � dMONOW AV= d1111111110 011111100 AMAjaaspar rdav/ or wlwwn do 0ow bM11F /A"'w. QETII� I -A mw M Ianr rip Millan i AV "Im STATSs c"oaw w7AR111ENT M TRXW WTA JOINT SEAL• (MAXIMUM MOVEMENT RATIN 2w) NO SCALE ■n- 1 Ind .0' pw Pam '. (SEE DETAIL BELOW) `ago 4.3' a 10.0' R.C.S. SIDEWALL ROJIND I R06 r • Rwra� �.JOINT COOITIN" AT RCB TIR1 LUVUT 1/2 a EXPARS1Q1 JjDW FILLER GENERAL NOTES - STANDAN TRENM 1. All EXCAVATION WITHIN THE CITY OF FONTANIA R 1 GST -CF --*Y REQU I RES AN ERCWAT I ON PEW T FM THE PUBLIC WORKS DEPARTMENT. 2. UNDERQVUND SERVICE ALERT SHALL BE NOTIFIED 2 WM I NC DAYS PRIOR TO START OF W DIIK 1x422-4133. 3. ALL EXCAVATIONS SHALL BE MADE, PROTECTED, NO SUPPORTED AS REQUIRED FOR SAFETY AND IN THE MOWN SET FORTH IN THE OPERAT I ONS MILES, ORDERS. AND REGULATIONS PRESCRIBED BY THE CALIIFOWIA DIVISION Of INDUSTRIAL SAFETY. 4. COMPACTION OF BACKF I Ll SHRILL BE VERIFIED K CITY SOIL ENGINEER AND APPROVED BY THE DEPARTMENT OF PURL I C WMU N"N TO TME PLACNNG QF TME Pfiffi RW PAVEMENT. S. PERMiMIENT PAVEMENT SHALL BE REPLACED WITHIN S DAYS OF EXCAVATION, A MiNIMUM 2 -INCH THICKNESS OF TEMPORARY ASPHALT PAVING SWILL BE PLACED WITHIN THE TRENCH AREA UNTIL PEIMMANENT REPAIR IS COMPLETED. THE TEMPORARY PAVING SHALL BE PLACED AND COMPACTS IN SUCH A MANNER AS TO PROVIDE A SAFE AND SMOOTH TRAVELED SURFACE. PEIMI TTEE SHAH MAINTAIN THE TEMPORARY PAVEMENT IN A SAFE AND SMOOTH CORM I T i ON INSIDE fACE Of UNTIL PERMANENT PAVING IS IN PLACE. 5.5' x 12.0 ' w 6. PRIOR TO PLACEMENT OF PERMANENT PAV I LIG. EX I ST I i S RECTANGULAR WALL CHANNEL, PAVEMENT SHALL BE CUT TO A NEAT STRAIGHT LINE. PAVEMENT CRACIED ADJAGW TG TBE ]WICK DiALL K REMOVED. DETAIL 0 rn t 104 12 Is MIN. 2' MAX., TRANSVERSE CONSTRUMM3 Ot t AT 24' MAX 1/t" EIPAW I ON f VIER IMiAP OR LUN I CATE THIS PORTION TO PIEVEMi BOIM S 9 TRANSVERSE EXPAN510k &MI AT BOX C11LWERT rr Ger �r 7. ALL EDGES Of EXISTING PAVEMENT BEING JOINED AND SURFACE BEING OVERLAID SHAH KCE I K A TAA( COAT OF ASPHALT EMULSION. 8. TRENCHES OF 300 FEET OR MOLE TO BE PAVED WITH A SELF-PROPELLED PAY I NC MIACH I NE. 9. ANY STREET PAVED OR RESURFACED IN THE PREVIOUS 36 MONTHS WHERE THE TRENCH EXTEiM FROM THE CURT! MORE THAN 7 FEET ON IS IN A TRAVELED LANE, WILL REQUIRE AN OVERLAY 25 N BOTH DIRECTIONS FROM THE CENTEN M Of TRENCH. PER NUMBER N AIN VE 10. IF TRENCH FAILURE SHOULD OCCUR. THE PERM( I TTEE/DEVELQKR WILL 9E NOT i F I D Of SM DEFICIENCIES AND ALLOWED TO REMOVE, REPLACE. REMEDY THIS WORM(. UPON FA I LURE OF THE CONTRACTOR TO PRM DTLY COMELY MWD tND0 ORDER OF THE CITY ENGINEER. TRENCH FAILURES SWILL 9E REMEDIED. REMOVED, REPLACED AT PERM I TTEE/DEVELM" SOLE EXTENK. 11. BEDDING MATERIAL SHALL K SAND, tl, CRUSHED AGGREGATE. OR NATIVE FREE-DRAINIiS GRANULAR MATERIAL HAVING A SAiD EQUIVALEW OF NOT LESS THAN 30, AND SMALL HAVE A PERCENTAGE COMPOSITION NY WE I QHT WN I CBR CONFORM TO THE FOLLOW I NC GRADING: S; I EVE SUESoral A 2-1/2 ................. 90-100 Ph. 4 ................. 35-108 EXISTING LININS TRAPEZO I DrAL CHANNM ;3 -• 1 •' O.C. I I � JOIN I T COii t tiRf %WOUTSIDE EDGE Of REMOVAL (CONST. JOINT) I T I2Ec ANEiULAdt cHA,IrRIEt, -120 (TI Iwo EADIMALL - STA. 1jr EE NO�I� � RAE COISTiw MOST JOIW N Hm M Be MDIIK V. - r w R HE I GNT STA. 10+06.83 TO STA. 10+23.00 (LEFT SIDE) • VARIES 0.6' TO S.S' STA. 10+23.00 TO 10433.57 (LEFT SIDE) - 5.5' STA. 9+63.73 TO STA. 10+00.00 (RIGHT SIDE) • VARIES 6.0' TO S.S' STA. 10400.00 TO STA. 10)W3. 57 (R I Off SIDE) • 5.50 TYPICAL SECTION RECTANGULAR CHANNEL N. T. S. CHANNEL NOTES:- 1. STRUCTURAL CONCRETE SFIAII BE CLASS 'A'. 2. All LONGITUDINAL BARS SHALL BE /4 • 18 INDIES. PLACE BARS IN BOTTOM SLAB SYMMETRICALLY ABOUT CENTERLINE. � PLACE BARS IN MALLS STARTING AT TOP WITH 1 1/2 1NfWs � CLEAR COVER. : 3. CLEAR COVER FOR STEEL SHALL 9E 2 INCHES EACH FACE FOR /r MAX. HOT MIX AC STORM DRM I N 13' WALLS AND 2 INCFIES EACH FACE FOR BOTTOM SLAB. � s 4. STEEL IS DIMENSIONED TO BACK OF BAR BEND. S. FOR CONSTRUCTION ON CURVES, STRAIGHT TRANSVERSE BARS IN = THE SLAB SHALL BE ALIGNED RADIALLY WITH SPACING MEASURER � AT WALLS. FOR LIARS IN (MALLS SPACING SMiAII Bf MEASUflE6 BETWEEN VERTICAL LEGS Of BARS. f. ALL TRANSVERSE CONSTRUCTION JOINTS SHAH BE IM A VERTICAL SAWCUT PLANE NORMAL TO THE CENTERLINE. 7. INEEPHOIES SHAH BE FORMED AS Si10MM IN BOTH WALLS AT A SPACING Of 10 FEET WITH ONE CUBIC FOOT Of FILTER MATERIAL WRAPPED IN FILTER FABRIC PLACED AT EACH HOLE. S. ALL QUANTITIES S410MM ARE APPROX I W1TE (ON TITLE SHEET) . 9. ALL SPLICES ARE SUBJECT ID APPROVAL BY Tit El1GlNEFR. ` INSIDE FACE OF RECTANGULAR CHANNEL ®• RCMIOW (CUT) R! RAR 1 .0 ' FRM EDW OF NEW CHANNEL. PROTECT EXPOSED RESAT IN THE REINA I N I NG 2.0' . REMOVE CONCRETE 3.0' FROM EDGE OF NEW CHANNEL AND REPLACE WITH N tM CLASS A COWCAE Tf . MIN. i' ' TIN N CK . DETAIL A, 1 MLER 3.0' low - !MI T OF COMQlE REMOVAL CUT EXISTING REBAR TMSIDE FACE W EXISTING LININS RECTANGULAR TRAPEZO I DAL CHARNEL 12' " CFIARNEI /.\ BACKFILL TO BE DONE lrllLTH [!.1 SLUasY- (2 _SACK CE. err SECTION- *&=N7, EXISTING L I N I RIB FLOOR OF TRAPEZO I DML RECTANGULM + :. CiiAlilEl 03W0i�L ..:: i' EXPANIS I ON JOINT FILL � 2 F O OT KEY WAY SECTION "B -B" - MORTAR 6' #4 131milb1 2 4% >l i' 09-4' ON 4• S' >t 6 -M' POST FOC ET POST P y", 0%. X \ E ANCHORAGE DETAIL, . MAY 8E USED WHEN THICKNESS OF CONCRETE IS 12 OR MORE FRIM CALTRAMS DETAIL Pit -7. ALTS CONSTRUCIION NO TESz (g CONSTRUCT STRAIGHT BOX CULVERT (MNG CALI1tANS M (TYPE D)- AS S iO1l�1 ON SHEET NO. 7. 31 CONSTRUCT RECTANGULAR CHANNEL FROM HEADWALL TO CALTRANS 1-10 CHANNEL PER DETAILS SHOWN ON THIS SHEET. CONSTRUCT (HAYS L11W FEND. CALTR A78 -•Ar AS SHOW ON THIS SHEET. itKv sow 6.1 rwvw %w -w- TTW%V *RECORD DRAWING Pi19' t i'pf TS OF Ac 1lEMOm me F�OK RECTANGULAR REPLACEMENT (14' MAX. ) CHAIM T V 1' }'11th' T AR -4000 t C2 � llv� /r MAX. HOT MIX AC STORM DRM I N 13' EXTST CMUFM DAVM VALLEY �J MAX. FOOT w11 we . 8ELl3M EXIST. FACT PAV SCT ION -SEE GENERAL I I .�,* N2 .71 W1 - - - - - SAWCUT - - - - - - - - - - - - - t I SAIIROUT EXIST. CONCRETE PAV i Ni AAA111rrr 6' MIN. BEYOND TRENCH SECTION NOTE:SHORING AND / PIIOV I DE 2 SACK SARs SLUPW 001 129 J W BACKFILL WHERE T 13 MIN. 000 a , � / UNOFArdI GREATFJtSTHAN 12T. �. (rn) coon . j CLASS 2 AGGMGATE BASIL - COMPACTED 95% j 6' MAX. SIX NATIVE 30IL - ®o COMPACTED 90M Q� SELECT NATIVE SOIL PER C I TY PLANK i SKCB. >0 6' MiN. FOR D-400 AND LESS 10' MIN. FOR D &M � •.S 0. IAM. 12' MAX. KVD i NC SMALL BE IN AIWORi)NICE W/NOTE 11, P I PE CL It D -LOAD I Na a (COMPACT TO 990 MHN.. 3/+' MIS - p \ AGGREGATE p 0 0 6 0 o p 000 D O o W = O.D. + 120 MIN. O.P. + 300 1". TRENCH DETAIL (s)(5,.ANDARDST 1617'10TCH .SLeft Oi is . S' 1 H• x7120' M EXIST. CHAMM RECTANGULAR CHAIM C2 llv� M 001 ..A J W P4 •: c o F� C14 w0 x Is 0 - - - - - : ej 16.27' 33.57' MNIATCH SLOPE Of _L 3. S' H x t 20' EXIST. CHANNEL RECTANGLA AH CHJWL C4 S 0 C31 N � � 94 C4 40 memo, r- me� r O ~ 01 N A M h•f 0 TRAS1T1ON I RT RIGH COUNTY OF SAN BERNARMW