applicable standard plans and details - … · pipe with identification cap. ... sor -.,do 0'...

29
APPLICABLE STANDARD PLANS AND DETAILS

Upload: truongphuc

Post on 08-May-2018

218 views

Category:

Documents


1 download

TRANSCRIPT

Page 1: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

APPLICABLE STANDARD

PLANS AND DETAILS

Page 2: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

IMPROVEMENT STANDARDS

1 ROAD MONUMENT I

I PLATE 1-E2 I

Page 3: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

Backfill w/ Min. 4 1/2" of A.C.

- Galv. Pipe Monument

NOTES: 1 . Monument box shall resemble cast iron cover in detoil 1-€2 or

approved equal. 2. Monument cover shall be marked "MONUMENT".

I I I

3. The monument shall be a new 3/4 inch X 24 inch long galvanized iron pipe.

4. The monument shall be togged as required by the Sto te of I I

Californio Land Surveyor's Act. I

5. The monument shall be capped with a survey marker identifying I

the monument. I ,

6. All government corners shall be 2 inch X 24 inch galvanized iron pipe with identification cap. The County will provide pipe and cap upon request.

APPROVED D*T+gN 9 G q

DI$CT$R OF PUBLIC WORKS

V

IMPROVEMENT STANDARDS

L

STANISLAUS COUNTY

ROAD MONUMENT SHEET 1 OF 2

PLATE 1-El I

Page 4: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

-*

~W

nw

ww

vW

ww

%~

nn

nn

nn

nn

nn

n

a-

--

lr

xc

r

urn

-

v~

~s

~~

9.

g

~=

x-

<-

wa

F~

C~

~f

f6

SE

8i

2

V2~~P$Q~?P88°

2{22Zm

it "

5"

-8

e za

-5

a

ww

aw

a

m

{3

$#

11

23

~f

9R

~~

S~

ya

fg

$~

$4

3"

: g

gg

8R

t

* - 0

z

zn

n

VO

CV

N

Vld

'QLS

Page 5: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 6: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 7: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 8: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

, ,

TYPE K-I OBJECT MARKER

a , , : i . , 5 . , TYPE K-2

OBJECT MARKER

TYPE L-3 OBJECT MARKER

'..PI -- .*. I.<-',," Yr.9-

TYPE K-3 OBJECT MARKER

TYPE K-4 OBJECT MARKER

Y l d ,*.* PO.,, WtDY M.

1WP.1 '" m,. -. r 1

b "h, a* ".*. --- cr I. -. o: 1.. .-.

Irr.lnp

TYPE K-1A TYPE K-2A TYPE K-3A IT.= s <us-.

W E C T MARKEq OBJECT MARKER OBJECT MARKER my-I rn II-IAIOI

MARKERS NO SCALE

Page 9: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

ST

D.

PL

AN

A

73

B

.D( - --

Page 10: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

1 . V

DELINEATOR POSITIONINC cuss2 METAL POSZ 5.. Wl. 4

CHANNELIZERS DELINEATORS

TYPE I I1 BARRICADE TYPE I1 BARRICADE TYPE I BARRICADE I.. *I*. A

DELINEATORS

.Nf.

2. m tr.. 0' c.nmtor 1. m ru,ord .,I m a.,w,.d a II* smr ,." SnrD- .t,lP.. M M ..,ror.,*s,,r..

a I.. IlDIlild PXn 11s 10r ".,a e0.1 O..&

S1AlC OT L l l l D W ouutr*t or rmuwwlrrm

DELINEATORS, CHANNELIZERS AND BARRICADES

r :I =I P *I 0: 0 .

I I I

. I w 1," .ooda" wtla -- w. r a r u - d t n r v l a r NO SCALE . or r o b w.. t la 0.9 n mpm I. .!a .,rip. vol b. -a .LL DIYWSIWS .* I* Y2LLIYTCRl U L C l l OlMCR.ll6 U011

-,sad.. t o )a . Mkl 0' M .2 1141w -2, 09 r.tror.**st*. -.a tm- ,trot',. rm ""d IY . l l C M Y t D =1(.11 26.- WllllDTI II-m PLY &IY

a fr..-arr ..P.u.arr ad 0,- Nm w..d Mwwovr m ~ c o 111 I.(W*-PIL 2 1 r( r*f IIUDLRD nus m o u r o r r r am.

IREVISED STANDARD PLAN RSP A73C

Page 11: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 12: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 13: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

L T v m l m wctlms no? 10 m ns+p.a on ln rr- M 01 -0 ronmg crn.Trr7.d Wloc."? .r orr-my io-07.

2. r0- "" --.a& 0 , D.u-uO mo... .u ilomo.0 ,MI A l l J D11 111,.

I. C M I.Etlm -7 tm UII trm Tar- I.r,lcn llym I> or .I .m *- TO*hO..d.

UEVATION a. uu 1~ rrs1.d r o w w-I- TERMINAL SECTION SECTION THRU I. ~ r m m a s.ctla 'rw .' M. o m -,.a

RETURN SECTION EN0 SECTION DETAILS RAIL ELEMENT 6. U" 1107 mat. ..-, -I 1M1cO1.0 cn m. d m,

0 u

- 0 (D

cn -I

CrnlndMSI0- 0 I.. D.,~" c

P PLAN . :.s rn a- 1.8 - -- - 2: n. . 2% nn l l l l S . 1s. D ELEVATION - z

TERMINAL SECTION ITYPE CI

PLAN - PLAN

TERMINAL SECTION OPTIONAL DESIGN TERMINAL SECTION [D

2, m (TYPE C) . w botn a.

- DETAIL B ELEVATION

DETAIL A TERMINAL CONNECTOR FOR

OPTIONAL DESIGN TERMINAL SECTION ' 4.1 m w 4.6 nn C (TYPE C)

b DETAIL C

16 mm 0 RECESS NUT 16 mm 0 BUTTON HEAD BOLT

1m.D LWCTH

ITIIC (r C l l f D R U o ( P u ~ T . ~ * ~ w T ~ U I I ~ T ~ T D ( -

METAL BEAM GUARD RAILING .. FLAT PLATE WASHER

STANDARD HARDWARE lu NOS. 6 NO SCALE

Ut Olll*l,atl 1s I" . .. ILC ~ l l r 1 IILIIUTERI YNLTIS O ~ H C W U smw 1 A 7 7 8

Page 14: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 15: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

-SO804 - UI M .LoU 1rl.4 - pn w o& uw wr, ro UI a, ?r#o~~ b*Dolbdo 80 "19 Ip PCIW +D .e+. UI . wr w*,. .I P- WA A* pl w UV. vs -1 a8 wm.~ .I LDI.~~ -19 I II

I4 .at. Yqd .-,I ... .+U.*O.ll OU ".,11. LIUP, .,-0Id 0, DUV*)!. YYw- a,

U1,. IM I,,, -0aM11 ." ',-,c...,OU P*, O .,om-- Am, .. MJIW. .,. .*. .mLw .dl* lu, vl MIL m pm rrn,ex, rrsk vrrl JO slors ar -UIV m 0-1s u 11~~01 11 wlii M II &L Y" IU.ID.,I P. PDI, 0 ID pm rmorr u4ar. ww-, D ro WLW 9, v

.LDP~DO$N lu- a) ~r*p~ P- IO pu. hmo~, WL 1m IIX .&t, ipn.. py*o --I . A, ,O .3m " om v 0, .I -.vr. prnr 0 .,,a. ul . n uu, n. .row> 'O..O.& uo , -1Dam1 b.-.YO 08 lUXXs Plmll-D -> PDrb $0 W4 -11 L.

W8.U w *, 1- -1131-1.1 ,LL, Md LIWmI* ... .m,w ,ld &,I py*o Mu'., a, , -1 43.104 I, W4IO.l w Lm, 'DI -I,- -,.A 119 R3 .a',, MT.. IVX. -4 .nuor 4.1 -0, I(, ma*> orno .", ,@ OU U, 0, lMllO LDIUn. *Dm ."* 119 11 .I.* U ~.,,".,, .D

n . wm-A .I lawn) won D .I% ILL* -4 P-'S w WBIW "3 sax,) Iwrro a- wrc ad .L

h ULI 11111 uu P-IS - .P$- unk-3 ad 3 & 119 W4031P. -14.11 SO laI&).m J

-,,POI." DOm 09. M ..ma "I. a1 nu. 9-rr la ".U a po .ra,IDOI." .- me. M ,."a 00. do, ,111 .=ad D-11 "0 ".- .. rnDtN v 0, .I-- PI ,

Page 16: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

TYPICAL STRUCTURE APPROACH EMBANKMENT WIDENING AND DIKE PLACEMENT

FOR FLARED END TREATMENT I.. "O.., l O n d 2

TYPICAL ROADWAY EMBANKMENT WIDENING AND DlKE PLACEMENT FOR FLARED END TREATMENT

:.* l.",.. I ,m ,

TYPICAL STRUCTURE APPROACH TYPICAL ROADWAY EMBANKMENT EMBANKMENT WIDENING AND DIKE PLACEMENT WIDENING AND DIKE PLACEMENT

FOR IN-LINE END TREATMENT FOR IN-LINE END TREATMENT 5.. *or.. I am I see YO,., 114 2

MEs L rw w e r01m 4M d.teL m Sl-rd Pans AllD

om ATlL 75 m Y!" I.. "0,. I

2.- -.-Y +O - d l . n trmt or tat. ot -8 ,om= ar r s . c dl*. nor ar rw an. a r o a i 5q-d - La,.

1.1- .t-d rOUl0 -st -. U. S l e d Ptm .IlF.. Y n 75 rn r 3M m

C-d r- -,,on t o t. ""6 ."r. no." on m IM COh (DN P O W 1 &A-= I1L1E OT C U I W

LD*.Olon 0, f r D I l l s -,.d 4-. MI.IIY*I OI ,"-,.la

I.- b. w - I s 0W.d M I -6 rMmm +b 51 m Wn LC 01".

ah W O l l O ? thd7k. or - n d M a0 m Fw ern in or Vl- I I I Y D ~ r l o o "0,. 2 I I

METAL BEAM QUARD RAlLlNQ mOc. m6 - d.tC4s.m 59-d - 187. I I I I -

TYPICAL EMBANKMENT WIDENING 1 . r ~ mtom OI dtnt- mtwaen M. fa. of ran m - ~ l q . POY~Y. ..a s t m a d nm r n r L

FOR END TREATMENTS

L h n 1- Srst.. I l p f l l h us.d 0 t ro t tk w w c h GUARD RAILING OELINEATION DIKE POSITIONING NO SCALE

?*r. a t lor IS r.pnr.d tw m tmrntm sr.1.rr I*. Sea Note 4 6.e Not. 21 U L D I Y U I I M I A% I Y I,-d Rm A l l * u t L c t Y l r l l WLLII o , ~ r n # x o m A77F

-4 -4 n

Page 17: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 18: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 19: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

.....-

XI thr.m.d red .It" rut md .o.".r. "14 4 y l m aq . ~ t n ,tr**+ rrtd b0. IDmar. "14 x a05 m imp -It" t0o.r.d I*ld no. .na.r.

n o -n x zwr m .Dm, ne.1 .Jt"

FRONT VIEW ELEVATION

.(I06 POI+ ".I ,a0 -.. . ,(". "m .om a m

PO., urn w o o GUARD RAILING ANCHORAGE TO

WALL OR ABUTMENT FACE APPROACH RAILING TRANSITION

l".. trim, r,uo or ir.*loroge .n.r. - 0 r a n l l .OO" Dar- a m W X . S

I, ,.W,..d X r o , , *aI" 0 , .Dl OI rnUl l_n l l see N,**S 8 - 9

?.. m iqnma

BACK-UP P L A T E r o r .,... ,."l..,"l ., ,,.. ,.,I STRAIGHT METAL BOX SPACER M""..! ,,,,I m.,ta, L,,,. .I.,. ..

Il m no* U.. .nr. mO7c.Y.n -a raw 8, D O < d M l " I.,IW.

PLATE WASHER r.1- .d w mu,-, fnc. or tM p-nt * I Le..ICL+lc.x I.. *it. 5

SOr -.,do 0' WMW r w

2. "I ..It. t d m ~ . Inn..l.,. .,.. .,..,.,, I#-,< P-, 4 r n . .r,r ma ,TEA. I. Dlra-llm .I ..",.,? lnOlL".Dd b" -

"21 ~h XI b011. :50 m . 2% I -ooa per* .om w,,h ma _,,, ,,,,- , ,,- * ,," "m .so, ,*,, I. n-m*a no. u,.r* I. D,r,orr. Wl.0 " '4 -r.,- I , . n , D l r I . .a- m, 1:- . . m - I en mma, r!t,l.l

9-..I la. ",*. ..d ,.-a Y . 4 '.I". """,.". .. .... . . "8. ". ,.,,a .vn..r, .It,>rn . l l d 9 1 1 t -0. ylll I... M T . I 2 a 4,-- .

6. I.,.,,., ..s,lm. ,.,, t o be n.0nr.l "t. 11.*111.; -11 or m r r n c n 7 - 0 ,*aw C n l r l r r r t U mmnl ' 0 m. .nr r0ah""L mn., ,Vm,ld ..-toyl I, m s t s . 1 ~ -3. r.x. r owl. o.~..M r.,il .mnm ma .rra M. m c u . u it-a nm rrr* IOI b.FLID WI. <*Id#-

I. h -llm f o *- "3. a t ' r rnmcl lw. Oelull W (- 1ro I I Ic awttr. -% O+ s t r ~ i t t r . . To-tlm 0.3." 6 ' M I * l l l d

a t n vr.,,a ormmcn .m, 0, r t ru .u. 1.- ..>" 'm.olr mcn u n a *.r B" "lath ' ~ o r - s r m h v D ! t e- I, usma in trarrr --n O+ s ~ r u ~ u e s . t n m mcm o f 00.1. ona aw.a - a or w.n n ,k. .aar- sd,,nQ Iron.lllolr' *!"I, c., ?,.I! ror

I. U,. , I d . . *ln, .,?hml,l on,.. .wry h,.".,. C?..l,, r.. .*-. m .dl OI mYl.."l I, .*. In- Y O m.

9. D. *ot ",lor), rollll., I* ales- Lo.r.8.. us* . o , n u l . ..,I. 0, Y.".., .I, \le.d.X.s P*., A i l l .

O. US. 0 I W , wo1. -0-7 a 1- .on .,re .- 11.TC C( C I I I O R .

o,.mn*q ram we-", l o tm,. Fur?.. .ow " D l * rn?11111l*, (X il.IWm1A.m

.,rn .*d mosr m a on, l o a* us.4 .O7 W*." m,., m uoc*a. METAL BEAM GUARD RAILING

CONNECTIONS TO BRIDGE RAILINGS, RETAINING WALLS AND ABUTMENTS

NO SCALE

Page 20: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 21: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 22: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

IFCI,ON I.,. srcrm x-x ScCrXUl r r - S L C r m , z ..r. a. "#!or.

.lo- * 9 .,,h ,,o"w< 9p-*, "'I*.'*'

.*.? P,, ,, <or, N O , l rmd", , .W,,l

m ,.,,o he,, co,, "

- . .,.e:o-,at c ".,,ad N .~ .~o- , , * . , ,

A L r E m r i v c PILE -. .. ANCUOR FOR -- --

P R E S J R € 5 S € m A L r E R N a n E X _ &crFffhNrivE 1' awn^ -:C ~ L ~ ~ F P ~ [ I = ..' #I, .I * n., t. ,"b.,,,",.# '... re .r t Ir, , r .rnn,wnr

P e C A s r IICSIRCII~O Rl r j

r, .R.',"rq F." I . r r - "',, ,, bC' rn ,.,," bW,, ." rrr rlw uDl. u *-wr,ar m r r m

8-4- pet. SOUIRC C @ O O L C --

DESIC" " m 0 l " G I f W C L C W E - OR_O.OK *LC bEC<:g"eyC,

c,... .I. .I ,a. "Is Cb.8 ro. ?O ,on.

*, tm to * .I ewr.3 ,-w. M C ICLDIYb OCN(<L - B O ~ ~ $ ? ~

N*!,' , 14. ",,*oa. .nd J W . Cr- STEEL PLE ANCMUQ PILE EhfBEDMENr

rnrn,"lb ,W.Y po.,,nl 5 n , '4.. ,.w b 11!...,*" 1: 1 D e b " ..,, . D D O " . F I " , , d C a r r r a h - n " r r m c . .

)arum*, pna m*~ m. P rm",,ma b, rr - ear-

PILE DETAILS CLASS 45 AND CLASS 7 0

NO SCALE 162-1

Page 23: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 24: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \
Page 25: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

\ SECTION B - B SECTION C - C SCCTION 0 . 0

I :Df 'I . ,

I------ \ 4-h ...*, .", W ,

-

' "..a c--5

U N B A L A N C E D B A L A N C E D E N D VIEW B A L A N C E R

-~N-OST INSTACLSIVV U) -I IS.. *.I. 3 ..,..**.-I., ,..or. I. '-C ... I *.IW.̂ .l 0

~ , - h . , w c h . - r l . I v I-

-"" "* -......a* ."'*. > ,I.. I,.. Y * . . 4 - - Z -. ~ - w. *... ... ,* *. *. .. 1.I _^

ELEVATION ,101 .a,*. I._ ..US. a h". -* d ",

BACK BRACE _DE - N (I.. *.I. 1 ) N"1CS' . .a'. h -4MadL. I I . " .n - - I I . .O I . . " L.LI-c.c ; -.. , ,8..,...,.. ".., ., , ,,,

.9". ..dl b.. .bl. ..rr. I I..- -. * *** .. . mb..ta ., *.I.€ U Y I , b&. S C . . . d - L brl. I, IS. -I * *I" d 3,. ol -,

Ih-dm ~ " 8 8 ll- Iqn blx l &.*.. k m r . w~ tbl I8 '11 (.PI* r. 34'. -. n .an I., ..I*. , r' O"., U. 3.. uy **I, l o r d m .at,,, -3.

.M *I YI 4 @*ad -* vo.1 h.ldb9.m d L.nh0l.d e m d h...d yr

* X . ' * d ,lm s e r a c .m, b . r . . n o 3.'. .l. k .,6,b. 3 B.de-0, ,.o*w. Ir .hp* ... I n.l*l.ll.. m I L , I * - ..,k

W "I.. L. U1Z1I1.l" FLLILm C I ~ . . O , J.DI*. .*m 4 O I I* 3.0 WSI ".lblal_

*.I. bll hol.l.* 8. ..*l(."l .I ,m *." ,...*....'. C TDI..D1. ID, ...-*. .I*il*. -1-w......, 1 ..,-.a 1,".

SIWI.8 D.ll W. ...I.,.nu -8 I".-

I t . *--.. . C . C L ELEVATION ...w.r".. 0. .'..4,.., - m,--.-,..-d,.,,.""

~ ~ .* "- u. -~,, . h -- .I L, L D E T A I L A

TWO POST INSTALLATION IZLI II carm s*' D.rl* C WI. U I T .LU -1 -", cw.ll**l w I..W 4 ' D-I"Cn.a. l - . , . I ," .r

~ u d w. .as .u.- -a,Iy. ROADSIDE SIGNS - OST TYPICAL INSTALLATION w c n n m ~ S NO. 2

NO SCALE

Page 26: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

ST

D.

PL

AN

T

13

I I

Page 27: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

NOTlCE TO CONTRACTORS

Contractors are invited to submit written formal bids for

ANDERSON RUAD B R W AT ORESTIMBA CREEK BRIDGE NO. 38C-012

Bid envebpes must be dekm-ed to the CteFk of the Bcmd of , Tenth Street Place, Joint S t ~ ~ ~ y I C i t y of MadestoMmi&draban Building, 1010 10" W=O, CA, located on the Sixth Floor of Tenth Street Place, PRIOR TO 2:30 P.M. on MARCH 21, 2001, as evidenced by the datehime stamp ontheemebpebytheClefk Merb id . .bids wiK be publict)c by the Clerk in the LargcCcmference Room lacat& m the 6 " x e n t h Street Place.

Bids shall be submitted in sealed envelopes on the forms provided with the plans and Specifications for that pwpose. Envelopes shalt be addressed to theClerk of the Board of SupeFvisoFs, -Tenth Street Place, Joint Stanislaus Cwnty/City of Modesto Admhiskath Building, 1010 Skeet, 6" Floa, Modesto, CA 95354, and plainly marked:

ANDERSON ROAD BRlDGE AT ORESTIMBA CREEK

Proposal forms for this w r k are included in a separate book entitled:

PROPOSAL AND CONTRACT FOR CONSTRUCTION OF AblDERSON ROAD BRIDGE AT ORESTIMBA CREEK

6Rk&E NO. 386-01 2

The bridge work to be performed consists, in general, of constructing a concrete bridge consisting of four reinforced concrete slab spans supported by reinforced concrete alwtments anq driven piles. Total length of bridge is approximately 161.5 feet.

Other such items and details not mentioned herein that are required by the plans, Standard Specifications or these Special Provisions shall be performed, placed, constructed, or detailed.

This project has a goal of 11 % disadvantaged business enterprise (DBE) participation.

THIS PROJECT IS SUWCT TO THE "BUY AMERICA" PROVJSCONS OF THE SURFACE TRANSPORTATION ASSISTANCE ACT OF 1982 AS AMENDED BY THE [NTERMODAL SURFACE TRANSPORTATION EFFICIENCY ACT OF 1991.

Bids are required for the entire mrk described herein.

The Contractor shall possess a Class A license at the time this contract is awarded.

No pre-bid meeting is scheduled for this project.

This contract is subject to state contract nondiscrimination and compliance requirements pursuant to Government Code, Section 12990.

Proposals, plans and specifications are available at the Stankhus County Department of Public Works, Engineering Division, 1716 Morgan Road, Modesto, CA 95358, upon the rkeipt of a $10.00 (NON- REFUNDABLE) fee (make checks payabtetw3anislaus County Public works")^ For information call (209) 525-4 1 93.

Technicat questions should be directed to Skip Frrazier at .the rtment of Public Works Engineering Department, County of Stanislaus, Modesto, California, ) 5254188, Voice (209) 525-41 71 .

The successful bidder shall furnish a payment bond and a performance bond.

The County of Stanislaus hereby notifies all bidders that it Mil affirmatively insure that in any

Page 28: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \

contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.

Pursuant to Section 1773 of the Labor Code, the general prevaitrng wqge rates in the County, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are setforth irrthe G-al Prevailing Wage Rates for this project, available for review at the Stanislaus County Department of Public Works, Engineering Division, 1716 Morgan Road, Modesta, Catifomia, ad- m i v i s i o n of Labor Statistics and Research web page (http:Ihvww.dir.ca.govlDI R/S&R/statistic~_resea~:h. html). The Federal minimm wage rates for this project as predetmmimxfby the United-Sales Secretary of Labor are set forth in the books issued for bidding purposes entitled "Proposal and dontract," and in copies of this book thatmay be examined at the offices desaibed abwe *re project plans, special provisions, and proposal forms may be seen. Addenda to modify the Federal minimum wage rates, if necessary, will be issued to holders of "Propsat-zmd- Contract" tmuks Future effective general prevailing wage rates, which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the generat prevailing wage rates.

Attention is directed to the Federal minimum wage rate requirements in the books entitled "Proposal and Contract." F t k r e is a difference betweerrthe ~~e rates predetermined by the Secretary of Labor and the general prevailing wage rates determined by the Director of the California Department o f tndusWat Relations for similar ~~o~ labor, the Contractor and subcontractors shall pay not less than the higher wage rate. The Department will not accept lover State wage rates not includebirr the F e d e ~ m i ~ ~ g e determinations. This includes 'he1 per" (or other classifications based on hours of experienceror any other classification not appearing in the Federal- wage dietemmmtrons . .

Where FabcaI- vqge determinations do not contain the State wage rate determinations othervise available for u& by the Contractor and subcontractors, the Contractorand-m-mpag mttessyan the Federal minimum wage rate which most closely approximates the duties of the employees in question.

The U.S. Department Hransportatron-WT) pmmbszrtoMee%ptline" service to report bid rigging activities. Bid rigging activities can be reported Mondays thro6gh Fridays, between 8:W a.m. and 5:W p.m., eastern timei Tekphme- hto. t-8OWZ+907-t. Anyone with knowledge of possible bid , bidder collusion, or other fraudulent activities should use the "hotlinen to report these activities. The "hotlinen is part of-the DOT'S and investigate highway construction contract fraud and abuse and is of the DOT Inspector General. All information be-confidenhatty and-caknmxqpity will be respected.

By order of the Board of Supervisors of the County of Stanislaus, State of California, made and entered into this February 20, 2001.

ATTEST: Clerk ~f the Board of Supervisors of the bunty of Stanislaus State of California

BY

Page 29: APPLICABLE STANDARD PLANS AND DETAILS - … · pipe with identification cap. ... SOr -.,do 0' WMW rw 2. ... PILE DETAILS CLASS 45 AND CLASS 70 NO SCALE 162-1 \