attachment c - solano transportation authority technical report att...attachment c typical cross...

Project Technical Report

Attachment C

Typical Cross Sections

Jepson Parkway ProjectFebruary 2009

Prop Prop ~ Prop PropTYPICAL STRUCTURAL SECTIONS ABBREVIATIONS Ease. Var R/W Varies , 53' R{~ Var. Ease.

:'1' I' , I

Varies , 42.5' I I

FF FAIRFIELD 3' 12' 12' 12' 13.5'"10<1

13.5' 12' 12' ,-"C_ ,= I 6'

~neh HMA ! SW !fIT , ,CITY OF FAIRFIELD A 24 Inch ABC PGl = PROFILE GRADE LINE I

& I 0 0:3 SW, , lOG

I I '

Geotexti Ie Fabric VAC = VACAVIllE _--! l' l. 2' , ~ 1.: -I 1.: '--'-:],,~ "\ :f --":14 ~ ,[ ,

HMA = HOT MIX ASPHALT I

ill""....$ 11m ~

,SIDEWALK CB-{LnCh PCC IW/6X6XIDg WWF) I l \.-PGl

- 3:1 ORABC = AGGREGATE BASE COURSE 3:1 OR

I FLATTER6 Inch ABC PCC = PORTLAND CONCRETE CEMENT

FLATTER'-1m '-1m --

WWF = WELDED WIRE MESH/FABRICOGJ

A MEDIAN CURB ITyp)SHOULDER ~nch ABC

~ MEDIAN PATTERNED CONCRETETYPE A IFF Det. 5) CURB & GUTTER

(Typ) IFF Det. 5)

~neh HMATYPICAL SECTION 3

CITY OF VACAVIllE C 24 Inch ABC WAL TERS ROADGeotexti Ie Fabric

~"w" 175+65.79 TO "w" 177+44.74 - Transition

~

Exist ~Prop Prop 0.5'

I1 5' I

R/W R/W V Ease. O-~ rI5'-26'Varies -I 47.5' i or. '" 9.8'-26' 0-11 '

r 5'37' 37' I ,

~ I ~ jI' ,3' 12' 12' 8' I 8~ 12' 12' 3' 10' ..j ,

I 1:-0

& &,

0 0 l~ SW: ' lOG,

~ II r: ~

~:52URB (Typ)

~ ~ 2' .J l' '--,_: £. I-,

~ :~ ZI ~ -" .2% 2%Jil , 3:1 OR "\:- PGl '

FJ--C=;i" ~\iPGl

B I!:"ATTER MEDIAN CURB (Typ)OG / TYPE A IFF Det. 5) TYPE A IFF Det. 5)/ '-@ LEFT TURN LEFT TURN

Exist C&GJ MEDIAN CURB (Typ) CURB & GUTTER WAL TERS ROAD WAL TERS ROADSidewalk TYPE A IFF Det. 5) (Typ) IFF Det. 5) "w" 176+79.66 TO "w" 177+44.74 "w" 175+65.79 TO "w" 176+41.23

f- TYPICAL SECTION 1

5'-16' n'-11 ' WAL TERS ROAD

3,1~"w" 155+03.25 TO "w" 156+55.19 r"w" 156+55.19 TO "w" 157+21.62 - Transition Exist Exist.. t "W" 159+27.92 TO " W" 165+77.30 R.flll Varies .1' Varies ~/W..- "w" 165+77.30 TO "W" 166+87.30 Transition ~ IV " 1

"w" 169+17.67 TO "w" 169+61.58 I _3'49' - 38'

12' 12' 14' 11 ' 14' 12' 3' 10'

I'-PGl' I , ~ ~i 0 00 SW ,

LEFT TURN "---- MEDIAN CURB (Typ) & & &~

I,

';: 2' ~t Cone BARRIERTYPE A IFF Det. 5)Cone BARRIER---fL iI--~ ; I<-h-

WAL TERS ROAD II=,.---.;:2% Ii 2%~

(Type 26)

"W" 157+21 .62 TO "w" 158+71.57 (Type 736) '" I ~

I

"W" 166+87.30 TO " W" 168+37.25

i "Prop Prop 'i- Prop Prop PGl I'-Jill

Ease. R/W 49',

65' R/W V Ease.

I'-@

"

Vor. "Ie "I' ,. or•• i, I 42.5',

54.5' I ,

i I, , ,"-RETAINING

, 6' 3' 12' 12' 5' 11 11 ' 12' 12' 12 ' 3' 10', ,,

0

~i,, ' SW ~

& & ~ 0 0 rf> 0 SW ,I lOG 1,__l' L2'

I ~ , ___~~~J_ WAll (Typ)--' ::' 8.5' II

.d' -I( LL, :], -"-. I~

!iI.2" ~, ,

I I ~ IP' ~Ii ,"'-OG3:1 OR I"C " 3:1 OR

FLATTER'-1m FLATTER TYPICAL

OGJ"-PGl 8 -- SECTION 4

A MEDIAN CURB ITyp) WAL TERS ROADTYPE A IFF Det. 5) CURB & GUTTER "w" 178+39.27 TO "w" 179+39.27

(Typ) IFF Det. 5) "w" 179+39.27 TO "W" 182+15.00 - TransitionTYPICAL SECTION 2

WAL TERS ROAD"w" 169+61.58 TO "W" 172+46.56 - Transition

"W" 172+46.56 TO "W" 174+27.09

SCALE353 Sacramento Street SOLANO TRANSPORTATION

N-!~PBSJ Suite 1000 AUTHORITYs,ra One Harbor Center OES1GN BY I DRAWN BY TYPICAL CROSS SECTIONS X-1San Francisco, CA 94111 Suite 130 DATE CHECKED BYTelephone: (415) 362-1500Solana Transpadlllian "ulharHy Suisun City, CA 94585 JEPSON PARKWAYFax: (415) 362-1954 Telephone: (707) 424-6075

RE' DATE OESCR1PT]ON CHECKED APPD ENGINEERING PLANNING SURVEYING CONSTRUCTION SERVICESFax: (707) 424-6074

PROJECT NUMBER f---- --REVISIONS 100001224 SHEET 1 OF 7

------------------------------ ------------------- -------------------------------

~i~ ~ E~~R/W Var-ies ! Varies R/W

:-1------"-'"-'-''''-30-'---:1---30-'~~~---!

, [ , 14 ' 1,..--,-1,,-4'_.----'-12,,-'---. 3' 10' ICone BARRIER~I,2' ~~1t-·-:-----'-~:'--2"~'_"Ii __ ~ ~,~ ..x

swl.rf-cone BARRIER

(Type 736) h-' - - - ,- ,- y 1 (Type 26)~ll ~ ~ !1~

~~ RETAININGWALL (Typ)

Prop } PropR/W R/W

34.5' I. 43-5'I I,,

1 II 30' 30' ,2' : 3' 12' 14' 1 14' 12' 3' 10'

,-1 0 0 I

~

2' ~ L,

~ ~~ SW ,,

~ !r- I,,

I~ rXo~kI- I-'- -.J j ~ ~ Il~ (;,",

;,.'\ "'/'1')

'iij] -----.1i '-0 "--PGL~:-

I C~r--~~_\"\'--=;:P:;;;GL-~_I'iilli -tgj

I___~~~J_ --~--"."-- OG

"W""W"

TYPICAL SECTION 7WAL T£RS ROAD

195+03.00 TO "W" 201+25.19214+09.87 TO "W" 230+04.18


"w" 182+15.00 TO "w" 184+78.17"W" 186+56.79 TO "W" 193+58.37"W" 195+03.00 TO lOW"~ 195+48.37"W" 200+51.76 TO "w" 201+25.19"w" 214+09.87 TO "w" 215+26.91


"w" 184+78.17 TO "w" 186+56.79"w" 193+58.37 TO "w" 195+03. 00" W" 201+25.19 TO "w" 214+09.87

CURB & GUTTER(Typ) (FF Det. 5)

}47.5'I'

49'8' 8' 12' 12'

~ ~


230+04.18 TO "W" 233+80.76 - Transition

'37' I j

2' ! t<--3c-·--:1-:27, -~~'C1-:2C-'---:C--+-::-;-----C-:C---~'::-;---:3::-;'--;-1;::0;-'-..j~' :

-: ~,:---'-~~---,-;,~c-.r..--Q-,.~-j-~"j-~~~ SW: I r OG

-3J~ i:' ~ ~ -! ...-~':--'-) L'Ud:~j~J===~2'l.~.dt~~\J;~~=!2~%==J::::==:bU~~~2~%d-i~' I 3:1 OR

3:1 OR B '_F:ATTERFLATTER ':-;;;::;---~---_.J\"

OGJ A MEDI:~LCUR8 (Typ)1- TYPE A IFF Det. 5)

5'-1 ':"-""'!rl'-11'

3,1~~ "w"

PK~;;r- ~ '--PGL'

LEFT TURN MEDIAN CURB (Typ)TYPE A (FF Oet. 5)

WAL T£RS ROAD233+80.76 TO "w" 234+71.67"W"

} Prop

44.5' R/W, oj

1 30'I,

14' 14' 12' 10.5",

I 3 I0L, ,

~ ~~

!r- I2'~, ."-.,

I~ I-"-

~!.--- PGL

~~

PropR/W 34.5',

I 30',,3' 12'! ~ 0

~~,I

21 ~

, r-I ~,,I,,I

X 2

SHEET 2 OF 7

TYPICAL CROSS SECTIONSJEPSON PARKWAY

NfAIDRAWN BY

SCALE

O£S]GN BY

PROJECT NUMBE"cR-------]100001224

DATE [CHECKED BYf-----~_ ..---

AUTHORITYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax; (707) 424-6074

SOLANO TRANSPORTATION353 Sacramento Street

PBS' Suite 1000" San Francisco. CA 94111

Telephone: (415) 362-1500Fax: (415) 362-1954

ENGINEERING PLANNING SURVEYING CONSTRUCTION SERVICESCHECKED I APPODESCRIPTiONREVISIONS

REV DATE

Prop Prop t 53' p,/o~ PropEase. R/J'iI~!,-~~~~~_-':;5!l1",,5,-' ~ ~_~~_~__eL . "'~I Eese.

I , I II I 47.5' I 47.5' , I

I :3,5 6' 12' 14' 13.5' 13.5' 14' 12' 6' ~ :

: 11 ·rHLDJl Jl ! II II S~7D I,' ~ OG

_~ .1i~: __I 2' j V ~ Ll"'~-------;~l;--~-~FI~==~=%===:::l::==1f==b="--Jd~rr::::/:::": (-l r<. 3:1 OR

3:1 OR ";-~--~--~-...J L_ FLATTERFLATTER - r [=~--r~~------" PGL

OG--.I

~~~"~''';·''''''Y-P~GL"'''LEFT TURN ~ MEDIAN CURB (Typ)

TYPE A (FF Oet. 5)CEMENT HILL

227+22.05 TO "CH" 228+22.05236+16.82 TO "CH" 237+16.82

G: Prop PropPrnpProp ~ R/W~H.Eo,se. RJ;!!::- -"5£2'~~~~ _..;,-~-------C'6,,2=.5'-'----~~~-_j1 '

, I I , ,42' '42' ; I

: ~3.5'.£r.:n$~~=D=;:li'1~'=1=:li1;'=':::::;:::J8C'U8~':::;:::::::~I;L::'~I::::I12?:'::':::::;n:::§:S~L:;l'.D r-L1-1<r~r-~: OG

: t1'!' r:L V V I 1f ~ ~ _I~~3: 1 OR - T ::>~r~2_~%!k=h=~======2=%~"'--~C:llf"'l'--· ~~~L 1~==~=2=%·=======!:=:dld-i:T;;;;"~8~2%="'-3~ ~~h~~RFLATTER-T' '-@I C=-~F""'"~~~=~ -~~~~~~~--.JJ ""

OGJ A MEDIAN C(UR8 (Typ)) ~ CURB & GUTTERTYPE A FF DeT, 5 (Typ) (FF Det, 5)

TYPICAL SECTION 11CEMENT HILL

209+74.51 TO "CH" 213+10.56 - Transition"CH" 213+10,56 TO "CH" 225+57.05

225+57.05 TO "CH" 227+22.05 ~ Transition"CH" 228+69.73 TO "CH" 234+51.82

234+51.82 TO "CH" 236+16.82 - Transition"CH" 237+67.17 TO "CH" 241+45.82

"CH"

"CH"

"CH"}5'-1 6,,.'.~..-'eL"=-lulL'.,

3.1 <ljj,;r-

"CH""CH"


"CH" 201+46.47 TO "CH" 202+85.81 - Transition

}0'-1.'

0.5'

,,' _?7'

CEMENT HILL202+85.81 TO "CH" 204+42.88"CH"

LEFT TURN

';: 1'~PGL -,

MEDIAN CURB (Typ)TYPE A (FF Det, 5) Prop Prop t

Prop Prop

§8' R/W Ease.Ease. R/W 57.5' ,, , ,, I47.5' ,

47.5', ,, ,6' 12' 14' 13.5' 1 13.5' 14' 12' 6'

~1-lL'~' ,, • .p.5':'£SHLD

~ ~ ~SHLD ,,

~ tL ~ I , l' ,rOG,f..

, . ~ ~ r-I,..- V_,] 2% ~~~

-Tj ~-11"'- _. 11 2~"'-~3:1 OR3:1 OR liiJ L_ FLATTE

FLATT:;" '-@IPGL

OG A

'-=PGLMEDIAN CURB (Typ)TYPE A (FF DeT, 5)

TransitionTransition

5'-16:..l.0'-11' I ......Q'-11'

~~L ~Jr

LEFT TURNCEMENT HILL

245+73.28 TO lOCH" 246+48.25"CH"


"CH" 241+45.82 TO "CH" 243+92.92 "CH" 243+92.92 TO "CH" 244+55.56 -

'" '" 1" '="PGL"'--MEDIAN CURB (Typ)

TYPE A (FF Det. 5)LEFT TURNCEMENT HILL

244+55.56 TO "CH" 245+07.92"CH"

L-CURB & GUTTER(Typ) (FF Det. 5)

MEDIAN CURB (Typ)TYPE A (FF Det. 5)

'i. Prop Prop,

63' R!WEose.

I "1 ', ,, 47.5' ,11 ' . I 11' 5' 14 ' 12' 6' 10' 5' 1

,,

l ~'I ¢=;~ ~ ~SHLD SW

, ,I , /~OG- ~ - 1 "

J;' V_~ ~

,3:1 OR

i!JlL_ FLATTER

PGL \


"CH" 205+49.63 TO "CH" 209+74.51

Prop PropEose. R/I~W:"'- ~517,",5;"_~ ~i-__~ ~Q2.~_~ ~__,, ! 47,5'

_i t~n'!I_I'iiC:::~=-~~:::

19j

3:1 ORFLATTER-I

OGJ

SCALE

REV DATE DESCRIPTIONREVISIONS

CHECKED APPO

353 Sacramento Street

PBS' Suite 1000.; San Francisco, CA 94111

Telephone: (415) 362-1500Fax: (415) 362-1954

ENGINEERING PLANNING SURVEYING CONSTRUCTION SERVICES

s,raSolano Transportation -hdhority

SOLANO TRANSPORTATIONAUTHORITYOne Harbor GenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

DES1GN BY

DATE

PROJECT NUMBER

IDRAWN BY

ICHECKED BY

100001224


X-3

SHEET 3 OF 7

ExistR/W

6:1 ORFLATTER

ExistR/W

RIGHT TURN

VANDEN ROAD381+60.89 TO "w" 384+46.25"W"

Varies

42'12' 12' 8'

~I ~I~

'l, VariesI'

40' , 44'12' B' 12' 12' 12' B'

~ <1l ~ ~5HLD

~

j~

".~ '-- PGL

DITCH

~ \_p~LEFT

TURNGL~ MEDIAN CURB (Typ)TYPE A IFF Det. 5)

VANDEN ROAD385+10.65 TO "V" 387+11.11

12'

"V"

TYPICAL SECTION 17VANDEN ROAD

"V" 428+52.61 TO "w" 434+51.96

PropProPR/W IE 72'"e_ '1-,~---------'-"----------__r~-----~~=-------

::- 32' Vories .1t IVor. 10' Varies 8' 12' 5' MIN. -!t I BIKEPATH SHLD ~ I'

~j l' I- ~1' ~ I-- ~ __ JrOG3:1 OR I ,::J ~ r-;2[' J-1=~=~~2%~.d=d=~=S::=::::l::==:b~=J=J~'\ IFLATTER -T J ,[:=~=-~=-1<;;;---""=:p;;r--~----==J _

/ '-@] ."DG - '-- 1BOO DEEP

Varies13:1 MAX.)

Prop iProPR/W 74' IEase. _, ,~ i'L ~+'I. --'IQI"",;L ~

:: 32' 42" Varies iI IVcr. 10' Varies 8' 12' 12'" 2' 8' -r 8' 2' 5' MIN. !'I BIKEPATH 5HLD ~ T-l-iT,rl:1~ Jr--~ 1

~_L1:y-' l' l2' f- j Ml -*;:"_' r1 [2' r DG

3:1 OR -'--<.1 "-, ~ rJ2[', ~ J'-19 ,,~""1'F==='==~==!~d--l I

FLATTER iT '-rs> " b..-~~---t;;A:;- "---'-PpGiGL:---~~~~..-J ----

DG--""" '--- 1BOO DEEP DITCH ~~1 T~~RVaries TYPICAL SECTION 16(3:1 MAX,) VANDEN ROAD

II "V" 331+51.58 TO "V" 379+80.89"V" 379+80.89 TO "v" 381+60.89 - Transition

I l' "v" 387+11.11 TO "V" 388+91.11 - Transition. "V" 388+91.11 TO "V" 428+52.61

11 '- r- ,~

~b.

L-CURB & GUTTER(Typ) IFF Det. 5)


303+25.13 TO "V" 307+92.34 - Transition"V" 307+92.34 TO "V" 331+51.58

"V"


246+48.25 TO lOCH" 247+36.66 - Transition"CH" 247+36.66 TO "CH" 249+72.10

"CH"


"V" 300+64.09 TO "V" 303+25.13

PmpPmp ~ PmppropEase. R/W 61' I 47.5' R/W Ease., 1--1 '>L ~I-------'~'---------"I '

i l'F I r:~1 '; "'~ ~ "8' ';' 42' '~' 5~~D,.J i

_~lcJ~ L V V , 11 11 IL.~l'!~OG3:1 OR ~ I ~--==1F'- . \:'-"'Jl'I==~=2=%===='====hdd '3:1 DRFLATTER - T' ~ hr;;;--=~ ~_~_J L _ FLATTER

DG --./ I2J [--..,":A=-~--~~- PGL

*PORTION5 OF MEDIAN MAYBE CON5TRUCTED ASLEFT TURN LANES. FINAL MEDIAN LAYOUT WILLBE DETERMINED DURING FINAL DE5IGN

PrnpPrnp ~ p~Prnp

Ease. R!W 66.5' I 68' R/W Ease., r I' ! :

_" tt;: I,. n-t1'~ l ~ T,_--+!r~-'-'13'-B"-5,-t"-5"-<'''---'-1~''--':-:~ '1--"-1"<-"-:""1:,--'l"'-O'_~~J ~~:1 DR' I~~ rL-l~ " -~ l I 2% -'<>-3:1 OR

LATTER-T' ~::::::::==:.-..--~--~~~C: T ~L_ FLATTER--./ '-@]LPGL\\--~~~-~-J B

OG ~ ~MEDIAN CURB (Typ)TYPE A IFF Det. 5)

Prop Prop ~ Prop PropEase. R/W 55.5' I 61' R!wEase.

, ,.,o(~------~~'--------"1I"'---------''-!- -----------'1"1 I

I ! 45.5" 45.5' : I

: ~3.5~~ !";'S~H6~:D".---'c12~'~~---';12'-'~r"-5'-~11'-!-11'J' 1~' I' It 'r16~D 5' 10' IVor

'

: 1!' ~,s~ 1-_ ~ ~ B' ! <1l 11 11 ~f ~ ,.1:: ./:- DG~ T1 I % I,~I; . ~_ I, % ~:

-I --lJ 2£ 4 ~ tr?:=1 li~ I -3:1 OR3:1 DR ~~ T L_ FLATTERFLATTER-T' '-@l L~~4-::::"~~~- '--PGL _ '-@]

DG-/ A

MEDIAN CURB (Typ) CURB & GUTTERTYPE A (FF Det. 5) (Typ) (FF Det. 5)

REV DATE DESCR1PT10N

REVISIONSCHECKED APPD


PBS~Suite 1000

" San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


SOLANO TRANSPORTATIONAUTHORITYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

SCALE

DES1GN BY

DATE

PROJECT NUMBER

NfAIDRAWN BY

lCHECKED BY

100001224


X-4

SHEET 4 OF 7

}, 45.5'

I 40.5'

5' 13' 11' 12' 12'

~ ~ J ~ ~A B'

IeC ~

I,,"", 5' I

SHLD I-~I

L. f-o·1':V

}50,5'r, 40'

B' B' 14' 12'

I ~ ~,

F- -~ ~PGL

p~

5'

\,

8~

LEFT TURN

"LT""LT"

"LT"

liLT"

"LT"

"LT"

"LT"

"LT"

"LT"

3-09) "LT"

ExistR/W

f: \ 6 "'-PGL'L MEDIAN CURB (Typ)

TYPE A (VAC Std, Dwg,

LEFT TURNLE I SURE TOWN

"LT" 482+48.91 TO "LT" 483+95.57"LT" 488+21 ,S5 TO "LT" 489+56,68"LT" 495+29,68 TO "LT" 496+79,72"LT" 505+37,13 TO "LT" 506+B7,13"LT" 515+23,03 TO "LT" 516+73.03"LT" 525+81.78 TO "LT" 527+31.80"LT" 559+51.57 TO "LT n 561+01.57"LT" 571+06.92 TO "LT" 572+56.92"LT" 582+41.82 TO >ILl" 583+91.83

Match Existing

"v""V"


"v" 443+96.96 TO "V" 445+38.96TO "V" 448+44.00 - Transition to

(Typ)Std, Dwg, 3-091

Prop Prop

65' 33.5'R/W Ease.

I, I51 ' 2B' rJ:12' 12' 13' 6' 6' 14' 6,5'

~ ~ ~ I ~SHLO

1'! :rOG2', /V_

I 2%

\JPGL

~ :>- 3:1 ORL_ FLATTER

~

"V" 445+38.96

\" 4'\...PGL" '~

'- MED I AN CURBTYPE A (VAC

LEFT TURN

Prop PropEase. R/,.;W'- -""- + ="- --.,

IIIIII

_ .1

I

VANDEN ROAD437+21.07 TO "V" 438+31.18

I

r

"V"

3:1 ORFLATTER-r

OG.../

3:1 OR_-.FLATTER

I: r OG

1/_........z.:,

~

.5'SHLO

12'40'

1 2'8'

:I

''\--'" ~~PGL

8'39.5'

12'

TYPICAL SECTION 22LE I SURE TOWN ROAD

"LT" 461+74.91 TO "LT" 466+53.96466+53.96 TO "LT" 467+63.92 - Transition

"LT" 469+98.80 TO "LT" 476+11.56476+11.56 TO lOll" 477+21.56 - Transition

"LT" 479+18.14 TO "LT" 481+38.87"LT" 545+57.00 TO "LT" 547+14.59

547+14.59 TO "LT" 548+24.58 - Transition"LT" 550+38.31 TO "LT" 557+61.77"LT" 588+95.43 TO "LT" 590+26.55"LT" 601+44.63 TO "LT" 601+94.35

12'

"L T"

"LT"

"LT"

3-091

'~ 6'

IlsHLO

1TL-.....,..._-.--.'~

10'

p= " -::1-- '-.: PG C'I

- MEDIAN CURB (Typ)TYPE A (VAC Std. Dwg.

LEFT TURNLEISURE TOWN

467+63.92 TO "LT" 469+13.96477+21.56 TO "LT" 478+71.93548+24.58 TO liLT" 549+74.59

"LT""LT""LT"

ExistR/W}

"I' VARIES

40' ,50,5'

6.,

12' 12' 13' 5' 14' 12' 12'5HLD

~ ~ ~i3' ~ ~IIiUX. LAN"E

- -~ - ~j ~ """ ~

,,I,,

OG7

REV DATE DESCR1PTION

REVISiONSCHECKED APPD


PBSf Suite 1000a San Francisco, CA 94111

Telephone: (415) 362-1500Fax: (415) 362-1954


Solano T,oansportation Authorily


SCALE

DES1GN BY iORAWN BY

DATE ICHECKED BY

PROJECT NUMBER100001224


X-5

SHEET 5 OF 7

Prop~ ExistR/W

90' I' 41.5' R/W1--- 1 I,

40.5' ILINEAR I,PARK' 49' , 40'

Varies 10' Varies ----11.5' 4'

III11 ,I 5' 12' 12'

:";~;_¢!Jw

~13' ~ ~ Exist ~'"~OG Prop Exist

1 ' ~ -> I'2' -. I- .L. Ease R/W R/W

I-> <D

64.5',

47'b ~~ I

_---2L I54' : 46'\-!<c 3:1 OR

I

JF'- -~ OG 'iJj] -.I' 11 _JLATTERI 12' IT 11' I 11' 5' 12' 12' J,5' :

PGL~ ,

~ 2%2' ~ ¢!J I~" ~

"'

~ I~ ~fHfo

LANDSCAPE AREA ~ '-0 -.J , ~ 2' -- OGCURB & GUTTER • 8.5'SLOPES VARY MEDIAN CURB (Typ) (Typ) (VAC Std. Dwg. 3-10)

, ~ ~, ../TYPE A (VAC Std. Dwg. 3-09) -T ~

~=CURB & GUTTER \ 3:1 OR(Typ) (VAC Std. Dwg. 3-10) 3:1 OR

TYPICAL SECTION 23 FLATT7 lrml_JLATTER

PGLLE ISURE TOWN ROAD OG '-0

liLT" 485+08.86 TO "LT" 486+36.97

TYPICAL SECTION 25LE I SURE TOWN ROAD

"LT" 537+84.35 TO "LT" 539+85.09

Prop

~R/W Exist

I, -~_.-

80' --1'56' R/W,,

34' ILINEAR PARK) i45.5',

45.5' 10'

Vor-ies 10' Varies 6.5' 12' 12' 13,5' 13.5' 12' 12' 6.5' !SHLO

~ ~ ~ ~SHLD Ir- OG Prop1 ' l' 2' Exist '1. Prop

l I- - r'- - ~ 2' R/W R/Wr--'j, 1. I"35' 50' "I 50' R/W

H~ I ~-11"'- - -'"l----ZL r:-PARK) I' I,

--7 K' 3:1 OR 45' (LINEAR 39.5' I 40' 10',

OG.../'i§] \ -_ FLATTER

Varies 10' Varies

r"12' 12' 8' ~ 8' 12' 12' 0.5' 1

PGL: SHLO

,l '-0 l' ! ~ ~ ~ ~I

l' 2' : rOG1-<- - "- ! 2'

LANDSCAPE AREA I r-I . Fl' !.LSLOPES VARY~- I ~

PG~.T-'9 --::2% 'r.:::<--- K' 3:1 OR

TYPICAL SECTION 24'iJj] J '1 _JLATTER

LEISURE TOWN ROAD '-0 ...J'1. "LT" 529+81.47 TO "LT" 532+28.88 - Transition LANDSCAPE AREA CURB & GUTTER

"LT" S32+28.8B TO "LT" 534+47,64 - Transition SLOPES VARY MEDIAN CURB (Typ) (Typ) (VAC Std. Owg. 3-10)

~"'11' I

~TYPE A (VAC Std. Dwg. 3-09)

~I TYPICAL SECTION 268.5' I

~ LEISURE TOWN ROAD

C \ ?5'-16' n'-l1 ' "LT" 539+85.09 TO "LT" 541+63.36 - Transition

+~"LT" 543+73.59 TO "LT" 545+57.00

\... 'C;,GL"1MEDIAN CURB (Typ)

3-09) ~LEFT TURN TYPE A (VAC Std. Dwg.

~LEISURE TOWN \'" ::"LT" 534+47.64 TO "LT" 536+48.35 l '-PGL'

LEFT TURN MEDIAN CURB (Typ)3-09)TYPE A (VAC Std. Dwg.

LEISURE TOWN"LT" 541+63.36 TO "LT" 543+13.40

SCALE353 Sacramento Street SOLANO TRANSPORTATION

PBS] Suite 1000 AUTHORITYs,ra One Harbor Center DESIGN BY IDRAWN BY TYPICAL CROSS SECTIONSSan Francisco, CA 94111 Suite 130 DATE !CHECKEO BY X-6Telephone: (415) 362-1500 So!a""" T,·o.'tspo~to.tion Authority Suisun City, CA 94585 JEPSON PARKWAYFax: (415) 362-1954 Telephone: (707) 424-6075

REV DATE DESCRIPTION CHECKED APPD ENGINEERING PLANNING SURVEYING CONSTRUCTION SERVICESFax: (707)424-6074

PROJECT NUMBER

REV1SlONS 100001224 SHEET 6 OF 7

L-CURB & GUTTER(Typ) (VAC Std. Dwg. 3-10)

Prop Exist ~ Prop

Ease R/W 50' t: 50' R/Wn,Vor. 10' : -----4-0-'--"'''---------,0-'--oi!

, ,40' 12' 8' 8' 12' 12' £.5' ;

: I r~\D'~ Jl :1 /I /I SHLD 1, l' [j' L V V 1f 1f • 1"'£" fOG

- T ::] , ~ -fI"'-:J _"4 ~-2iL. t-- -3" OR --< --.le

2" = I"L=-==========~=~'""r'<......>- 3:1 OR

FLATTER-,r' /~~~:!t~=:::!:~====- ~ PGL 1 l _...FLATTER

OG~ MEDIAN~UR8 (~yp) . '-m .~TYPE A (VAC std. Dwg. 3-09)

5'

'i.I

B~z \

LEFT TURN rLE I SURE TOWN

"LT" 621+01.25 TO "LT" 622+51.25"LT" 625+7B.42 TO "LT" 627+28.42"LT" 643+47.79 TO "LT" 644+97.79

TYPICAL SECTION 27LEISURE TOWN ROAD

liLT" 590+26.55 TO "Ll" 601+44.63"LT" 601+94.35 TO "LT" 61/+45.42

617+45.42 TO "LT" 618+55.42 - Transition622+51.25 TO "LT" 623+61.25 - Transition


liLT" 628+19.44 TO lOll" 640+29.36640+29.36 TO "LT" 641+39.35 - Transition644+97.79 TO "LT" 646+07.79 - Transition

"LT" 646+07.79 TO "LT" 652+90.14

(Typ)Std. Dwg. 3-09)

"LT""LT"

"LT n

"LT"

"LT"

5'-16''~~'-:;-'--'---:

p= -" 1r= ~PGL'LEFT TURN MEDIAN CURB

__,-,,,,,,,,c;r,,=;:;-_TYPE A (VACLEISURE TOWN

618+55.42 TO "LT" 620+05.45641+39.35 TO "LT" 642+89.32

"LT""LT"

Prop ExistEase R/W

Var.,,,,,,

-T3:1 ORFLATTER -.7'

OGJ

I 10'

50'

40'12'

40.5'

40'12'

SHLO

• 2'f--"-

"LT"

}5'-16' 0'-11'

d.-~~l~ _,,- z" LT"

r---- "" '-PGL"- MEDIAN CURB

LEFT TURN TYPE A (VAC

LEI SURE TOWN655+91.89 TO "LT" 657+41.93

TYPICAL SECTION 28LEISURE TOWN ROAD


(Typ)Std. Owg. 3-09)

1-

REV DATE OESCRJPTlONREVISIONS

CHECKED APPD


P8S~Suite 1000

.. San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


s,raSolana TransportaNon Authority


SCALE

DES1GN BY

DATE

PROJECT NU~BER

I DRAWN BY

ICHECKEO BY

100001224


X-7

SHEET 7 OF 7


Attachment D

Layout Plan Sheets


ABREVIATIONS, LEGEND=

10

20

o72+00

L

591.33

71+0070+0069+0068+00

(PROPOSEDBY OTHERS)

67+00

®PROPOSEDo (BY OTHERS)

66+0065+00

WORK REaUIRED

64+0063+0062+00

~PROPOSED~ (BY OTHERS)

61+0060+00

~@PROPOSED

59+00o

10

20

PROJECT NUMBERREV DATE DESCRIPTION

REV1SlONSCHECKED APPO


PBS~. Suile 1000

.. San Francisco, CA 94111Telephone: (415) 362~1500Fax: (415)362-1954


Solano Transportation Aulhartly


SCALE

DESIGN BY

DATEeEL

1"=50'DRAWN BY BEC

CHECKED BY

100001224

LAYOUT SHEETWALTERS ROAD

L-1

SHEET 1 OF 44

20

30

1087+0086+0085+0084+0083+0082+0081+00

",

80+00

"I'! ,"'! 1i// ~!

fJ) tn::::; ,'11' I. ,s~7~~;; I

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" -~---f£:;j,~ r

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79+0078+0077+0076+0075+0074+0073+0010

72+00

20

30

'00001224PROJECT NUMB~~~-REV DATE DESCRIPTION

REVISIONSCHECKED APPO


PBS' Suite 1000San Francisco, CA 94111Telephone: (415) 362~1500Fax: (415) 362-1954

ENGINEERING PLANNING SURVEYING CONSTRUCTioN SERVICES

Solano rnLn.spol"1<liion AuthorHy


SCALE

OES1GN BY

DATEeEL

1"=50'DRAWN BY BEe

CHECKED 8'1LAYOUT SHEETWALTERS ROAD

L-2

SHEET 2 OF 44

40

30

20

1087+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00

40

30

20

10102+00

PROJECT NUMBERREV DATE DESCRIPTIONREVISIONS

CHECKED APPQ


PBSJ Suite 1000I. San Francisco, CA 94111

Telephone: (415) 362~1500Fax: (415) 362-1954


SOLANO TRANSPORTATIONAUTHORiTYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

SCALE

OESIGN BY

DATEeEL

1"0050'DRAWN BY BECCHECKED BY

100001224


L-3

SHEET 3 OF 44

CURVE DATA

No. R D. T L

3

I /'('"I > )

h / /.., tI <

10DO.00

1100.00

63.41

63.14

126.64

126.13

30

20

40

L-4

SHEET 4 OF 44


1"=50'

100001224

DRAWN BY BEC

CHECKED BYeELOES1GN BY

SCALE

PROJECT NUMBER

DATE


Sol,ma rransporla{i<m. kl.!thorily


PBS~Suite 1000

I: San Francisco, CA 94111Telephone: (415) 362R 1500Fax: (415) 362-1954

ENGINEERING PLANNING SURVEYING CONSTRUCTION SERViCESAPPOCHECKEDDESCRJPTlONREVISIONS

20

40

30

REV OATE

,rr'"r,,-"-..-"".-'vv,~~y""

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50

40

30

20117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00

50

40

30

20132+00

r-j--+---'------j---+---1PROJECT NUMBERREV DATE DESCRIPTION

REVISIONSCHECKEQ APPD


PBS~Suite 1000San Francisco, CA 94111Telephone: (415) 362-1500Fax. (415) 362-1954

ENGINEERING PLANNING SURVEYING CONSTRUCTION SERViCES


SCALE

DES1GN BY

DATEeEL

1"=50'

DRAWN BY BEC

CHECKE:O BY

100001224


L-5

SHEET 5 OF 44

LOT 337APN 174-461-21

30

40

50

147+00

5

Ex. R/W

Ex. R/W

o-r'"u0.

146+00145+00

,,

144+00

CURVE DATANo. R C THERINE~ELL T L8) 1200.00 l~f.l~~' !F 64.17 128.22

® 1000.00 6°25'31" 56.13 112.14

4

143+00

-!- ';-

142+00141+00

PARCEL IAPN 0038-040-180

140+00139+00

PARCEL 2APN 003B-040-190

138+00137+00136+00135+00134+00133+00

Ex. R/WPC}

132+00

30

40

50

PROJECT NUMBERREV DATE D£SCRJPTJONREVISIONS

CHECKED APPO


P8S~Suite 1000

I: San Francisco, CA 94111Telephone: (415) 362-1500Fa" (415)362-1954


Solano T"ansporlalion Aulhority

SOLANO TRANSPORTATIONAUTHORITYOne Harbor centerSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (70?) 424-6074

SCALE

DESIGN 6'1

DATEeEL

1"=50'DRAWN BY BEC

CHECKED BY

100001224


L-6

SHEET 6 OF 44

30147+00

50

60

40

PROPOSED R/W

.... -- ._-""'"--

TOP OF CUT

.....::~- ?:

20" HPG

PG&E OHEn"W" LiN£~

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SHIVCHARANJIT & SKLAl

2051 WALTERS ROADFAIRFIELD CAUF

APN 0170-210-030

,-

IL m

'I I ;I . [f;O'll'I'! I -l, II II

~:/ ~I'i Ii !:i' /18J':: i < ;: ,. / EXISTING

(UNCHANGED ).,..

PARCEL 3OAVIS STANLEY CO

PO BOX 1230DAVIS CALIF

APN 0114-120-230

APN 38-04-17

oo;!:.t-:-------------"

50

60

40

50

60

40

30177+00176+00175+00174+00173+00

TEMCONEAS

172+00

,!~

_._ PARCEL 3NORCAL INVEST PARTNER

PO BOX 1960PENN VALLEY CALIFAPN 0110-200-290

171+00170+00169+00168+00

so

'."'."'-'-

. '.'--

167+00

.PARCEL- ~~B~~..

2

166+00165+00

..._=-~::~~~g~~._~~~~..~_~~~"~_~:.~~... :~~~~:~.~~.~E.~,:~~:~~~~~~.~~~.._~.~~<~.~.~.~:~7-~::~.~",_~~~_'~:~ __,~~;•.~:_.~-§o_.:~~..~~::"~.j~,-~•. ~_._~"~~~~._~~_g..~~~._~~~o~-~-~-~..~~~~~...~_~E_~.~g~P;=\~~.~-::_~;;;_~~L~::,,~,,",,;_~~"~.~::~i.~~~~~.;~~~:~I.~.~!~i:.;l.~r~.;_.:~.~c~.~O;~:;~;~!.~~'~:g;~_i_~_;._~.~ ..~:.~.~.•:~~_~_~~;;.~.~~.~..~_~..::...;.~~_~s~.~:~1~~~~~;'~;·-_;_-.~.-=~'~,~_~~·--~-~~-~~~~~~,-.!,·~O_"~--~~'~·~---~~~·-c~-~-~~~~i~~~~~~~~~~~~~~iliii~!!1......""-"'.....~ ..,/.- ···········x·_~_· ···.."'""-...............r~··· .. ····K·;;,.,,-"'>:.:···.···,,· ... _ ...._.x- __

164+00163+00162+0030

40

50

60

REV OATE OESCfllPT]ON



PBSJ Suite 1000San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


Sol",no Transporlalion ";,-,!hartly

SOLANO TRANSPORTATIONAUTHORITYOne Harbor GenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424~074

SCALE

DESIGN BY

DATEeEL

1"=50'ORAWN BY BEC

CHECKED BYLAYOUT SHEETWALTERS ROAD

L-8

SHEET 8 OF 44

90

60192+00

,

80.

. , 'I ...............

"',,,~

SJ' :. '" ....". '., ~' 70

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.

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1 .•.......... ,. ±EEiTLI';····················))I····L"I!L:, ..•· ·.·············It'····, 1

184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00

,,/ "j .'.•" ". . . , '. .' t' . '. ' II' ,,' ,=~

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"E"S-20

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177+00 178+00 179+00 180+00 181+00 182+00 183+00

50

60

REV DATE DESCRIPTION



PBS~. Suite 1000

• San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


SO!CUt() Transporta!ion AulhorHy

SOLANO TRANSPORTATIONAUTHORllYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707)424-6075Fax: (707) 424-6074

SCALE

1"=50'OESIGN BY eEL IDRAWN BY BEe

DATE lCHECKEO BY



L-9

SHEET 9 OF 44

. .' . .. . . '. I"

70

I

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B SIr

I

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60.. ,.. I,G";- - ;

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." .. . . I .. .,60

REV~- DESCRIPTIONREV1S]ON$

CHECKED APPO


PBS~Sulte1000

., San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362·1954

ENGINEERING PLANNING SURVEYING CONSTRUCTiON SERViCES


SCALE

1"=50'OES1GN BY eEL I DRAWN BY BEC

DATE [CHECKED BY



L-10

SHEET 10 OF 44

60

50

40

30207+00 208+00 209+00 210+00 211+00 212+00 213+00

8

214+00 215+00 216+00 217+00

BIOSWALEDETENTION

218+00 219+00 220+00 221+00

60

50

40

30222+00

PROJECT NUMBERREV DATE DESCR]PTION

REVISIONSCl-lfCKED APPD


PBS~. Suite 1DDO



Sol,,,,,,,, T7"at\S]l0,../ali"" ....uthority

SOLANO TRANSPORTATIONAUTHORllYOne Harbor GenterSuite 130SuIsun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

SCALE

DESIGN BY

DATEeEL

1"=50'DRAWN BY BEC

CHECKED BY

100001224


L-11

SHEET 11 OF 44

60

~ ,. ~ I. I ~~ ~ ~ L= ~ "C ~

" . .~ I ~" 8.96 , , _--:1-1"~~ ~~ I" '" ~ , ' .. I' ", " ~I' ~~.,~ I~' I'~ ~~ I ,~II~~ .'.~ ,~,~~, +~. ~~:I~i' . I~~.~ '~~. 70

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40 ~ ~' ~ . . . . I • . ---.:...:....::..~~;._'...:.:.'-:~J~~~~~;';:'.-':-"':"~::cJ-~ ~~____ . ~222+00 223+00 224+00 225+00 226+00 227+00 228+00 229+00 230+00 231+00 232+00 233+00 234+00 235+00 236+00


CHECKED APPO


PBS~Suite 1000

t: San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362·1954


501«"'-0 Tr"nspOl"/ation A1..l1ho,-;111

SOlANO TRANSPORTATIONAUTHORllYOne Harbor CenterSUite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

SCALE

1"=50'DESIGN BY eEL IDRAWN BY BEC

DATE jCHECKEO BY



L-12

SHEET 12 OF 44

____. . .--J

70

60

I

\

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LOT 17CIT'( FAIRFIELD

1000 WEBSTER STREETfAIRFIELD CAUFAPN OI66-IIO-~30

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50

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200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 213+00

REV DATE DESCRIPTIONREV1SIONS

CHECKED APPD


PBS~Suite 1000

I: San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954

ENGINEERiNG PLANNING SURVEYING CONSTRUCTiON SERVICES

SOLANO TRANSPORTATIONAUTHQRllYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

SCALE1"-50'

DESIGN 8Y CEl !DRAWN 8Y BEC

DATE fcHECKED 8Y


LAYOUT SHEETCEMENT HILL ROAD

L-13

SHEET 13 OF 44

70

TO

, ' I

'- ,.. ' ,

I ,

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- 70

60

50

213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00




PBS~Suite 1000San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


Solano Transportation Aulh"rHy

SOLANO TRANSPORTATIONAUTHQRllYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424·6074

SCALE

1"=50'DES1GN BY eEL IDRAWN BY BEC

DATE ICHECKED BY

·PROJECT NUMBER100001224


L-14

SHEET 14 OF 44

f-t---+----~._--~f_-+___l

80

70

REV DATE

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,

DESCR1PT10NREVISIONS

CHECKED APPQ




Solano Transporlation Authority


SCALE

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DATE (CHECKED BY



Ex. R/W

4

70

L-15

SHEET 15 OF 44

243+00

PARCEL 3LB/L ll-EOEN8RIDGE MASTER LLC

153 SECOND STREET SUITE lotLOS ANGLES CALIF 10" S. S.APN 0110-250-010

BILLY & LOUISE YARBROUGH91 OOBBBINS STREET

VACAVILLE CALIF0166-110-250

80

70

60

90

I

II

AJ

166-101-04

NOTE: SEE L-14 FOR VANDENROAD INFDRMATION

f:\PROPOSED~ (BY OTHERS)

iI

250+00249+00248+00247+00246+00245+00244+00

Ex. R/W

70

80

60

90

SCALE

PROJECT NUMBERREV DATE DESCR1PTlON



PBS~Suite 1000



Salano Transportatio,,- Authority

SOLANO TRANSPORTATIONAUTHORITYOne Harbor Center&lite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

DESIGN BY

DATEeEL

1"""50'DRAWN BY BEC

CHECKED BY

100001224


L-16

SHEET 16 OF 44

70

80

90

L-17

313+00

SHEET 17 OF 44

312+00

SHEETROAD

311+00

LAYOUTVANDEN

310+00

ABREVIATIONS:

1"=50'

309+00

100001224

308+00SCALE

PROJECT NUMBER

DESIGN BY SsE~LtDR~A~W~N~B~Ycc'8",E"C-JDATE CHECKED BY

307+00SOLANO TRANSPORTATIONAUTHORITYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424.-6075Fax: (707) 424-6074

306+00305+00

Solano Tr'w.spo.-!ation Aulhority

LEGEND:

304+00303+00

[2]- CURB AND GUTTER 0- 6' SIDEWALK

/0- MEDIAN CURB G- EXISTING CURB & GUTTER (TO REMAIN)

__ , /0- MEDIAN PATTERNED CONCRETE 0- BRIDGE

/" I "I-J-L \ !f4l- 10' SIDEWALK/BIKEPATH 18l- RETAINING WALLI I EXSTING L::J LJ\ + I (UNCHANGED

"..._.".' ...... .,/ @- DRAINAGE SYSTEM No. .£.~POTENTIAL UTILITY CONFLICT 1.0.

"V" LINE ,/ ,..<:::\ ENVIRONMENTALLY 1r··r'··!'oL.. / /-IJ 1:::>/- SENSITIVE AREA (ESA) CV -EXISTING ACCESS

! if ! ':,____~_A j ;

- =-~- ~~L

302+00353 Sacramento Street

PBS~Suite 1000San Francisco, CA 94111Telephone: (415) 362~1500Fax: (415) 362-1954


,i T""i ( " CURVE DATAit

,T ""t1o. 1 R 1 L. 1 T I Lil CD 1,052.001 35°07'59" 1 333.0< I 6<5.07if

301+00

CHECKED APpaOESCRJPTlONREVISIONS

70

80

90

REV DATE

80

70

90

100

..

328+00

-~-{oh}----

327+00

.- -Ex • .R-/W· .

326+00325+00324+00323+00322+00

NOTE: ACCESS AND MEDIAN LAYOUT TO BE DETERMINED DURING DESIGN & R/W PHASE

321+00320+00

(PROPOSEDBY OTHERS)

319+00318+00317+00316+00315+00

~~!r"'" ... --

---.........---.........'oh~

PG&E OHE -->--~e ____--'-----(oh}---------~-,----_{oh)___-~-'---- -(oh)----- -,-----(oh)--------,--~--{oh)------'----_(oh}___---'----_(oh}___-~-

314+00313+00

Ex. R/W

80

oo+1'0

70

90

100

PROJECT NUMBERREV DATE OESCRIPTlONREVISIONS

CHECKEO APpa


PBSJ Suite 1000• San Francisco, CA 94111

Telephone: (415) 362~1500Fax: (415) 362-1954



SCALE

DESIGN 6Y

DATEeEL

1""'50'

DRAWN BY BEe

CHECKED BY

100001224

LAYOUTVANDEN

SHEETROAD

L-18

SHEET 18 OF 44

a...t PROPOSEO+ (BY OTHER

(TRAIN ST

Ex. RLW.

_.x-- ".~ .. ,,"

CURVE DATANo. I R I f::, I T I L

® 15500.001 '0°05'36" I 485,70 I 968.88

80

90

100

343+00

-{oh}------- e-

342+00341+00340+00339+00338+00337+00336+00335+00334+00333+00332+00331+00330+00329+00

--._ PG&E OHE --.. _-.---(Oh}---...----.--__-{oh)----~_ __ _ -{oh}----

• ---{Oh)-------a--__-{Oh}----- -{oh)----- •

....__--"1N~O!,T;.,E';:f.'A~C't:Cf'E~S"S;d!Af!N¥.0:o!PM";EO~IA'jN'o.\L.lA\!Y-"O~U'_!T;;;_\T;;:O~B";E~--~.. I ---.-----{ohl--------·-----\Oh)---- • -{ohr-----·--~ DETERMINED DURING DESIGN & R/W PHASE

328+00

80

90

100

PROJECT NUMBERREV DATE DESCRIPTJONREVISIONS

CHECKED APpa




s,raSot",,,o Trllnspor1<liion A•.dl>.o,iiy

SOLANO TRANSPORTATIONAUTHORITYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (70?) 424-6074

SCALE

OES]GN BY

DATEeEL

1"=50'

DRAWN BY BEC

CHECKED BY

100001224

LAYOUTVANDEN

SHEETROAD

L-19

SHEET 19 OF 44

---------------

CURVE DATA

No. 1 R 1 6. 1 T 1 lo 16200.001 19°'7'57"' 1,082.0212,42.46

TEMPORARYCONSTRUCTIONEASEMENT (Typ)

80

90

100

L-20

358+00

SHEET 20 OF 44

___-{oh)--

-e

357+00

SHEETROAD

356+00

LAYOUTVANDEN

355+00354+00

1"""50'

100001224

DRAWN BY BEC

CHECKED BYeEL

SCALE

DES1GN BY

DATE

PROJECT NUMBER

352+00SOLANO TRANSPORTATIONAUTHORllYOne Harbor CenterSuite 130Suisun CIty, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

rPG&E OHE

.---L__-\Ohr--_-e

_-(ohr-__-e-___-{ohr--_-e

__-{ohr--_-e-

351+00350+00

s,raSolano fransporl«"on A'Ulharity

349+00348+00353 Sacramento Street

PBS~. Suite 1000

., San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954

ENGINEERING PLANNING SURVEYING CONSTRUCTION SERVICESAPPO

345+00

CHECKED

344+00

REVISIONSDESCA1PTlON

; ; .

--{Ohf-----e_ ~ PG&E OHE--{Oh~--e_

--fOh>-----e_--{oM

80

90

100

REV DATE

70

80

90

100

373+00372+00371+00370+00369+00368+00367+00366+00365+00364+00363+00362+00361+00360+00359+00

\\

E \

TEMPORARY \CONSTRUCTION \ 72" WP

Ex. R/W "Vll

LINE PROPOSED R/W ESA-VPEx. R/W

-------

\\--e_ -{ hr-------'~--<-.,oh1------ PG&E OHE~ -{ h}---- ' -{Oh}------'---- 0 \

__, .,~__-{Oh)--------'-----{Ohr-------'---- 0

-_-io/)}-.- , -<Oh)------'-----<Oh}----

358+0070

80

90

100

PROJECT NUMBERREV DATE DESCRJPT10N





Solano Transportation Aut/writ!!

SOLANO TRANSPORTATIONAUTHORITYOne Harbor GenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 42'H3074

SCALE

DESIGN BY

DATEeEL

1"""50'ORAWN BY BEC

CHECKEO BY

100001224

LAYOUTVANDEN

SHEETROAD

L-21

SHEET 21 OF 44

REV DATE DESCRlPTIONREVISIONS

CHECKED APPQ


PBSfo Suite 1000• San Francisco, CA 94111

Telephone: (415) 362~1500Fax: (415) 362-1954


Sol"n" Transport"I;"" AulhorHlI


SCAlf

1"=50'DESIGN BY eEL [DRAWN BY BEC

DATE jCHECKED BY

PROJECT NUMBER'00001224

LAYOUT SHEETVANDEN ROAD

L-22

SHEET 22 OF 44

Vanden Road-~------;--

oo+

. - I')o

? "'"

Ex. R/W

12-.~'

····_···-x.. ·-......... ",...- ---x··-

'9-9

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--'~,-, -g

·_-_·_x·_.... __ ·_x··__·· __" _.... .y-----,····--.·__ ,._x_

Ex. R/Wff i

---.-----{Oh)--.--.-----.-----{ohr------.-----{Ohr-- .--__-{oh}--- .--__-<oh}--- .--PG&E -{~~E~_e----_{oh}------.-----{Oh}____--.-----{Oh}___---.

100

90

80

70388+00 389+00 390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00 401+00 402+00

100

90

80

70403+00

PROJECT NUMBERREV DATE O£SCR1PTlONREVISIONS

CHECKED APPO


P8S~Suite 1000



SOLANO TRANSPORTATIONAUTHORllYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424..{;074

SCALE

OES1GN BY

DATEeEL

1"=50'DRAWN 8Y BEC

CHECKED BY

100001224

LAYOUTVANDEN

SHEETROAD

L-23

SHEET 23 OF 44

~~~~~~~~~~~~~~~~~~-~~_._-----._-----

'ya'!...de.!! Road

.-1- f -

.-

-0_-'0'-

TEMPORARY \CONSTRUCTIONPROPOSED R/W-- EASEMENT (Typ)

EOP -,,, PG&E OHEEx. R/W-, 20 HPG-, (TBR)----- ----- ------ ------ ------

0--- -- -----::----j------::-----=---

°+1'0_

O<:=>q- - -

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Ex. R/W '~\ E~~____ -tonr----

, ,-------PG&E OHE~ -1 h}--- ' -10h}--- ' -{Oh}--- ' -{Ohl------__·, -{oh}-------~_e- -{Oh}-------'-----10h}------

,-----{oh}------'-----{oh}--- -e---- 0 \

20" HPG~

110

100

90

80403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00

110

100

90

80418+00

PROJECT NUMBERREV DATE DESCRIPTION



P8S~Suite 1000San Francisco, CA 94111Telephone: (415) 362·1500Fax: (415)362·1954


s,raSolano Transportation Atllhor,ty


SCALE

DESIGN BY

DATEeEL DRAWN BY BEC

CHECKED BY

100001224

LAYOUTVANDEN

SHEETROAD

L-24

SHEET 24 OF 44

CURVE DATA

No. I R I t:,. I T I L@ 12000.001 25°05'01" I 444.92 I 875.56

110

100

90

418+00

PROPOSED R/WEx. R/W

419+00 420+00 421+00 422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+00 431+00 432+00

110

100

90

433+00


CHECKED APPO


PBS~Suite 1000

• San Francisco, CA 94111Telephone: (415) 362w 1500Fax: (415) 362-1954


s,raSolano rr"nsporllll>on At.<thorHlI


SCALE

DESIGN BY

DATEeEL

1"0:=50'DRAWN BY BEe

CHECKED BY

100001224

LAYOUTVANDEN

SHEETROAD

L-25

SHEET 25 OF 44

IJ

JJ

NOTE: SEE L-27 FOR LEISURE TOWNROAD INFORMATION

--- :::";.-..::::...-_-----~:-iVW"

....,.•.

.

. ... I . I -. ..• .. . I • • • . • ••• , • • . . •

. . . , . . ... ~. ... . .

. I· ,.. I .'. •. . . .. . ID ~ .. • • • .~,. . •

• ..•,.. • .. I . .+

-,~- oa:591?- i. . i, , ' ii. , .. , , !~

110

100

.,. .

.. i ..'I I.' . 'U T· . ~ .•. ..~~.. •. . .. . . . •. ' . ..." I .

90 . ,. I . . . . . I

I'. .. .' ' •• ··' .. ,,... .' ..I· ... . I ... . . .. .'• I. .. .

80 I .'. , . '.. '\" . ,.. I . ... • • • . • • '±-~:'-'-J~'-.:'._.~J..=---.:.....433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+00 441+00 442+00 443+00 444+00 445+00 446+00

SCALE

,,. I

- .. -:- -

I .

.

90

80

REV DATE DESCRlPT10N



PBSfo Suite 1000• San Francisco, CA 94111

Telephone: (415) 362-1500FaX! (415) 362·1954


SOLANO TRANSPORTATIONAUTHORITYOne Harbor GenterSUite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

1"=:50'DES]GN BY eEL !DRAWN BY BEC

DATE [CHECKED BY


LAYOUT SHEETVANDEN ROAD

L-26

80

90

TOE OF SLOPE

\\\\\

._::-----

"" -_ ..",- --/

SOUTHEAST VANDEN DETENTION POND

I•

Ex. R/W -111./1 " f/iJ f// ABREVIATIONS: LEGEND:

JII :n :~j~ DI = DROP INLET r-;-l Ic:l, '1/ /111;,7 MH = MANHOLE LJ- CURB AND GUTTER L-=-.f6' SIDEWALK

O / i ~" SO = STORM DRAIN PIPE,:// ; 'fj ,I ESA = ENVIRONMENTALLY SENSITIVE AREA [~} MEDIAN CURB G- EXISTING CURB & GUTTER" JII A filII CCG = CONTRA COSTA GOLDFIELDS't/)' ,,, VP = VERNAL POOL HABITAT 131- MEDIAN PATTERNED CONCRETE I7L BRIDGE

(RECONFIGURED,!, / " fill?~ = TO BE RELOCATED UNDERGROUND L::J L:.Jed /;::",~' ~r i Y!Jl~ENVIRONMENTALLY SENSITIVE AREA G- 10' SIDEWALK/BIKEPATH 0- RETAINING WALL

'0 - - _ " :"1';r/ ,'''--:.?!; -__@-DRAINAGESYSTEMNO.£-POTENTIALUTILITYCONFLICTLD,

".I' - - '~iil!~ --.-..~.~ :::---_ TOP OF CUT/'/.jJ~I-L'\'\>, ~ ~-._ _:--__ ~ ENVIRONMENTALLY 1

~ ::::' lilr \ ~~ :'!\...""'- ~ ~'-'~;..:;::.:.:- __ l::>/-SENSITIVE AREA (ESA) C9 EXISTING ACCESS 141 __ ----:--~fi,'J l ~~ ~~ Ex. R/W -~.--:., "LlJiC.:: -IIJ- - - - 'L--::'::-----

0\ liP 00 .~ -.;; ® 01 - ••-' • __••~-: .=rfi - _==-'t_ --.-\ ""\ /1/f1 ax0 ~ :.:-<: /

" . " " ~. ., -------~\ ''\ 1,,,,,;:: ",~, ..... ..!ei~~ "-" ".~--:-

/~PJ; :"f/' ",r~-~,~~_:=--'-I/:'~---=--l'~ ---~ --t ~~- vv • ~." jj 'I I! Jfj \i 'u, ~ --., ,

I I' , ,j, l~ r' -'t. .., .Ex. R/fl I (JfZ ,~; "~f J ~\

I ~ '[ '\I ~ i

I "

l .", !;~ 'h%tI/, '/lSI./

, /1 "J. i ' j

80

100

400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+00 411+00 412+00 413+00

f----f------I------.---+---+--I

REV DATE DESCRJPTlON



P8S~Suite 1000

.. San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


Sal,ma Transpodal,on Aulhorily


SCALE

1"=50'DESIGN BY eEL IDRAWN BY BEe

DATE ICHECKED BY


LAYOUT SHEETLEISURE TOWN ROAD

L-27

SHEET 27 OF 44

80

90

100

70

L-28

428+00

SHEET 28 OF 44

...., __ ...... , -------1---

". ·7.·~·=--.:...:..·t .

427+00

Ex. R/W

426+00


425+00

Cj..t PROPOSED+ (BY OTHERS)

(SOUTHTOWN)

/

1"=50'

100001224

DRAWN BY BEC

CHECKED BY

eEL

. .'"'__--.:.J__ .-=-: _.~._...::: .:::::=:t~~~=.=:-:::::-"~:==_ .. -::..:.-:=~...:...:: _: "_.. _" . .,__•...-.._-"-:t..:.:.: _":'.-.-r':':.::....=.':"=":.i: .-.-::-.-.-:.:::::;:=':"':" .".--:"----=-:..::..:;:: ". '":.-:::=.1.':::':':':'-- :"-.1

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DATE

PROJECT NUMBER

\ DI

P

-, - - - - - - - - - - -b.~"..l..,,-- -\.- - - -\-

--_._---_._---- -----_._" ._-_._---- ._------, ------ -~;\~--~' ~

- - - - - - - - - - - - - - - - - - - - - - - - - - - - f2~\~~, - ~- ~

---------------- ~---------------~-------------~------,tt----u

l '\ .. . h"EX. R/W ~DI f A "'~;" > ::E® \ /T/--'\ ..

\ +.- I EXISTING

~ 1"/. '\--/ ..

SOLANO TRANSPORTATIONAUTHORITYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707)424-6074

421+00

DI

DI

MH

s,ra$01""0 Tr"'tsporl"Hon Aulhonly

SOUTHEAST VANDEN DETENTION POND

ilLTil LINE

D

._- ---------'

353 Sacramento StreetPBSf Suite 1DOOSan Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


PROPOSED R/W

----------------------1-----

.sVJ

415+00

CHECKED APPD

- -1-,

---"'-----

--------------------

414+00

DESCRlPTION

REVISIONS

----

Ex. R/W@OI

,\W\ DI

\\

\

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--__ ~ \11-~--=---~--------..------\;-- -=~=-__ N _--=-_-.=.- ~ .,-_~ -------------------

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Ex,

80

100

90

REV DATE

PROPOSED R/W

90

Ex. SD

I

I

- -

I - _: _- 1-'-,-80

I --, .. - +- .. _.. - - I: -

- -

- - 70443+00

~ ---1--------I---+-----I

1-+-1---------+--+----1

REV DATE DESCRlPTIONREVISIONS

CHECKED APpa


P8S~Suite 1000San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


SOI'H\O 1'rlln.<JlorlaHotl Authority


SCALE

, "=50'DESIGN BY GEL I DRAWN BY BEC

DATE rCHECKED BY

PROJECT NUM8-c,;'Rc----~~------1100001224


L-29

SHEET 29 OF 44

--

100

'I······

EXISTING

.

- ·1· ',., .

136-11-16


..oh

ej,J PROPOSED tL.-· /:Jl:\+ (BY OTHERS) -r + I.J + i I

(SOUTHTOWN) \-.L/''----/

PR~POfED EXISTING

Ex. 60'1, IR~-'

PROPOSED ACCESS JPROPOSEO R/W (BY OTHERS)

1 4 2 '" f' <xL ITOE

- -- ~

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IV "0 .. __.,__.. ._,," _> •M. • ~ I. ' -- u

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f,~ [:r~ " ~r:

(j) I~-~\\ II ~~ PROPOSED PROPOSED

+ PROPOSED;' + '1 EXISTING + (BY OTHERS)" "CD ii~r: \'J.[> I ~r: (SOUTHTOWN)

prC=ON2h: l + .+1,:' . : 1 .1 .••••••~••••.·•........I:I

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136-12-02 0 -lZO

"''''z

~~PROPOSED+ (BY OTHERS)

~r: (SOUTHTOWN)

I ![j PROPOSED

)\ + IBY OTHERS)

TEMPORARY ! \CONSTRUCTION I I IEASEMENT (Typ;; : I

PROPOSED ACCESS- I I(BY OTHERS) / r8" W~(SOUTHTOWN) f

•=-~:R~~O~ED R/W_ L_,-±l--\~ -=:::-__-=- ... l=.~ -'oi' ,is .. -- l-. -:1--,.--....-++0,..==

+ v'" r DIMH Ex. R/W -, 01 I 0

"" \ /,MHI \.iiJ:·F·::-..··f~; ...._·_~·_·_---- ..·-;r· t.j>i ure Town ll.

§ _'"' ~ -. l-f-: _. - ~~ ~_O~ ._.~~__ _. __

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I .. 1 ... :..

~ ..

I I .. I .

•.. . I.

I.

I . ~100I . . I p- C>

I. .... .

.

I·

90 0<": ,...."I '.. .' ~ . . .. ..•., I ,.l;f~

~ . v . .

. . ~. I tict . . l:? ... I ·····1

1-_8=c0'--t-~'. -""---i- '. L -t---'-...;---H~o1l~C'c~----+-----t------:r-----'--+-·_---+------+---~~ +_"'8.::.0-j

II"~'" 1···.1··· ..··,.1 .... :· .

~_+-~--'-__-+~~__..:..~__.~-;-::_~:J. t=:-=:;= ==t== ; I ... .. ". .... I .•.. . " . . . . I..' . . .. . I ". ...I . . .• . I. .

70 ..... ' .. I . .... t·· .. : I ' •.. ". .' ... I· . . 70

443+00 444+00 445+00 446+00 447+00 448+00 449+00 450+00 451+00 452+00 453+00 454+00 455+00 456+00 457+00 458+00

H-I--------+--+---REV DATE DESCRIPTION

REVISIONSCHECKED APpa


PBS~Suite 1000San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362·1954

ENGINEERING PLANNING SURVEYING CONSTRUCTiON SERVICES

Solano T.-"11.spor<(1/io1\ Atdlto-ri(lI


SCALE

1"=50'

DESIGN BY GEL IDRAWN BY BEC

DATE [CHECKED BY

foPOCRO"'JE""'CT"N""UM""BEOOR-----, 00001 224


L-30

SHEET 30 OF 44


PBS~Suite 1000



80

90

100

L-31

473+00

SHEET 31 OF 44

472+00

·,L--s---- , _

471+00

LOT 4APN 136-743-04


470+001"=50'

469+00

100001224

DRAWN BY BEC

CHECKED BYeEL

468+00

OESIGN BY

SCALE

DATE

PROJECT NUMBER

467+00SOLANO TRANSPORTATIONAUTHORllYOne Harbor CenterSUite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

466+00465+00

Sol"-1\O Transportation Aul/l.orHy

464+00463+00462+00461+00460+00

CHECKED APPO

459+00

136 ' -0 :SCf4C:

j~\w

'"uo:>«-'«

'"w

REVISIONSO(SCR1PTION

c l--X-j-

458+00

80

90

100

REV DATE

---s--------,--------,--------,--------'--------'--------

70

80

90

100

L-32

488+00

SHEET 32 OF 44

FROST CANAL

J..

12" 5.5.


"'x

100001224

Ex. 24" 5.S.

1":=50'

ORAWN BY BEC

CHECKED BY

(RECONFIGUREDI

eEL

SCALE

DES1GN BY

DATE

PROJECT NUMBER


PROPOSED R/W

SOLANO TRANSPORTATIONAUTHORllYOne Harbor CenterSulle 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

3

Solan" Transport"!>,,,", A1.<1hartly

479+00477+00353 Sacramento Street


ENGINEERING PLANNING SURVEYING coNSTRUCTION SERVICESAPPO

475+00

CHECKEDDESCRIPTIONREVISIONS

CURVE DATA

No. R D. T L

0 2500.00 6"31'26" 144.67 289.02

0 2500.00 6"31'32" 144.71 289.10

473+0070

80

90

100

REV DATE

,'-------------

. I" . 0 ..• •. ~ . •... . . ' " .• '.' ----r ' 0 .' . L.( I . . I .. .•.· ~I •.. · •• ~~•... :.~ ' ••..... : .• ' •..•~ .••... 1 •••..•••• \ •• :·l ...•.. ;~ih··i.i •. :· .Oc··.·····.· .•• I ·,·····

~ ..~I.~ :~: G:. •. '.~ o' • .'., '.. I' :~I~: .. '. '.' • •• • '.. . •. I '.~ 1:2; . §iO; • . :21:2 . :: . I... • .80 I· '.;~.' ····""tiIGJ ...... :;~: .... •. . .. '~I~;' ..•. '. .... •.. .. . •... ~~. .~Ul~._ ~~; .. I . . •. .. .. 80

REV DAlE OESCR1PT10N



PBSJ' Suite 1000.. San Francisco, CA 94111

Telephone: (415) 362-1500Fax: (415)362·1954


Solano Transpode.lion ,1u(/>'ority

SOLANO TRANSPORTATIONAUTHORITYOne Harbor Center&lite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

SCALE

1"=50'DESIGN BY eEL IDRAWN BY BEC

DATE lCHECKED BY



L-33

SHEET 33 OF 44

Ex. R/W

12"

oIn 59

APN 135-715-1912" Wp

FROST CANAL

(PROPOSED)

Ex. !BE------------Ex. SO

------'-,- '--..

--~:~ --- _-_-~-~-_'3~~W£-_~-_-~- - _D1 --L~~tr -'C~-~~;~:~~~:~R- JJL -~~:::::~~~~/~ - _0]_ - --- ~-- --~-- ~---f$:£~:E-

CONSTRUCTIONEASEMENT (Typ)

so

Ex. R/W

100

90

80

70503+00 504+00 505+00 506+00 507+00 508+00 509+00 510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00

100

90

80

70518+00

PROJECT NUMBERREV OATE DESCRIPTION



PBSf Suite 1000I: San Francisco, CA 94111

Telephone: (415) 362-1500Fax: (415) 362-1954


Solan" r.,.ansporla(;an Authorily

SOLANO TRANSPORTATIONAUTHORITYOne Harbor GenterSUite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424·6074

SCALE

DES1GN BY

DATEeEL

1"=50'DRAWN BY BEe

CHECKED BY

100001224


L-34

SHEET 34 OF 44

70

80

90

100

533+00532+00531+00530+00529+00528+00527+00

Ex. 8"

526+00525+00524+00

-',",.."_•... ", ..""""'...~""";-"'.,,"

523+00522+00521+00520+00519+00518+00

80

70

90

100

PROJECT NUMBERREV DATE OESCRIPTJON



PBS~Suite 1000San Francisco, CA 94111Telephone: (415) 362-1500Fax; (415) 362-1954

ENGINEERING PLANNING SURVEYING coNSTRUCTiON SERVICES

So,,,''''' Tr"'>.spor'''tion Authority


SCALE

DES1GN BY

DATEeEL

1"=50'DRAWN BY BEC

CHECKED BY

100001224


L-35

SHEET 35 OF 44

80

90

548+00547+00546+00

/;/ ~

1 / ---------------~--,Jod.. '

545+00

8" WP-

544+00543+00

W

542+00

20APN 135-352-13

Ex. 8" 5.S8" WP

------ '------

541+00

r I! I

•

540+00

Ex. 8" 5.5.

539+00538+00537+00536+00

01 /1

",wit]NEW) I

,,

535+00

PROPOSED

534+00533+0080

CURVE DATA

No. R l> T L

® 2500.00 5°21' 16" , 16.90 233.63

@ 2500.00 6°11'05" 135.06 269.86

110 110

t'!i.<>+~

I'f)' •

. .!p

100 100

90


CHECKED APPD


P8S~Suite 1000San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


SolafiO rransporlalwn Au/han.tll

SOLANO TRANSPORTATIONAUTHQRllYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

SCALE

DESIGN BY

DATEeEL

1"=50'DRAWN BY BEC

CHECKED BY

100001224


L-36

SHEET 36 OF 44

PROJECT NUMBER

100

90

80




PBS' Suite 1000I: San Francisco, CA 94111

Telephone: (415) 362·1500Fax: (415) 362-1954


555+00

Sol..no Tr<lnsport<llion AUlhorily


SCALE

DESIGN BY

DATEeEL

1"=50'DRAWN BY BEC

CHECKED BY

100001224


APN 134-413

HAWKINS ROADREALIGNMENT

100

90

80

70563+00

L-37

SHEET 37 OF 44

-13

HAWKINS ROADREALIGNMENT

100

90

80

70563+00 564+00 565+00 566+00 567+00 568+00 569+00 570+00 571+00 572+00 573+00 574+00 575+00 576+00 577+00

100

90

80

70578+00


CHECKED APPO


PBS~. Suite 1000

San Francisco, CA 94111Telephone: (415) 362~1500Fax: (415) 362-1954

ENGINEERING PlANNING SURVEYING CONSTRUCTION SERVICES

Solano Tl"<'nsporlalion AuU",rily


SCALE

DES1GN BY

DATEeEL

1"=50'DRAWN BY BEC

CHECKED BY

100001224


L-38

SHEET 38 OF 44

CURVE DATA

No. R f::,. T L

CD 2500.00 5"08'58" 112.42 224.69

@ 2500.00 5"19'28" 116.24 232.32


PBS~Suite 1000San Francisco, CA 94111Telephone: (415) 362~1500Fax: (415) 362-1954


586+0070

80

90

100

L-39

593+00

SHEET 39 OF 44

592+00591+00

So

c~/jL\"-

'"x\~ +.1-11w

, /....... _--/

PROPOSED EXISTING


590+00

1"=50'

589+00

100001224

DRAWN BY BEC

CHECKED BYeEL

588+00SCALE

DES]GN 8'1

PROJECT NUMBER

DATE

587+00SOLANO TRANSPORTATIONAUTHORITYOne Harbor GenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074

585+00

s,raSolano r"'''n:<porlalion Au/nanty

584+00

Ex. 18"

583+00582+00581+00580+00

CHECKED APpaOESCRIPTlON

REVISIONS

579+00578+00

80

70

90

100

REV DAlE

...... --- ...... " ...... --- .......,;' I, I! .,I ..J I EXISTING I ~ \ EXISTING\ + I (UNCHANGED) \ + I (UNCHANGED),,/ "I...... __ / ...... __ /

or

601+00

Q PROPOSED (;::~\ EXISTING

:Ti: \1 i)'--

90

80

100

L-40

SHEET 40 OF 44


1"=50'

100001224

CHECKED BY

DRAWN BY BECeELDESIGN BY

SCALE

DATE

PROJECT NUMBER


Solano Transpodation Jlu/harily


PBS~. Suite 1000


ENGINEERING PLANNING SURVEYING CONSTRUCTION SERVICESAPPDCHECKEDREVISIONSDESCRIPTION

70593+00

90

80

100

REV DATE

"~_" __~_'"~'''O' ~"."~>~_'_~__ ._.'~~'~_>~~"'~e'~V'_ _ • ,~~"> ·.4,,'·"~··_··> '"-';:'~"'''''''.:.,;.~',,,:~~ . __~: :;:;:::;;:~:-;:::.--=-~--=:;:.... o~ __~, _,., ~

Ex. R/W

PROPOSEDR/W (TYP)

Ex. 18"

~ ~ Ex. R/W

<, q:""\11 Ex. 24"

" I

I LOT 5

I RR --1-----. -----I -----

/--- .......

I 'I \I + I EXISTING

\-rr:/....... _--/

mx

12" WP ~

8"

mx

OJ"-

'"Ex. 15" 5.5.

8" 5.5.

PROJECT NUMBER

100d

90

80

70608+00

REV DATE OESCRIPTlONREV1SJONS

CHECKED APPO


P8S~Suite 1000

I: San Francisco, CA 94111Telephone: (415) 362~1500Fax: (415) 362-1954


SOLANO TRANSPORTATIONAUTHORllYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424·6075Fax: (707) 424-6074

SCALE

DES1GN BY

DATEeEL

619+00

1"=50'DRAWN BY BEC

CHECKED BY

100001224


100

90

80

70623+00

L-41

SHEET 41 OF 44

--,/ "I \

I\ + I EXISTING

\,~I:/...... __ /

100

90

80

70

01

I EX.\24" IRR

I LOT 68 1>

I \

\ \

\ II I

LOT 61

- 1/ l~\(T+ tl\ -. I, I ~ I, /

EXIS ING

100

90

80

70623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00 631+00 632+00 633+00 634+00 635+00 636+00 637+00 638+00

SCALE

PROJECT NUMBERREV DATE DESCRIPTlONREVISIONS

CHECKED APPD


PBSf Suite 1000I: San Francisco, CA 94111

Telephone: (415) 362-1500Fax: (415) 362-1954

ENGiNEERING PLANNING SURVEYING CONSTRUCTION SERViCES

S",ono r,..,u,spo,..!"-ti",, Aulluwity

SOLANO TRANSPORTATIONAUTHORllYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax; (707) 424-6074

DESIGN BY

DAlEeEL

1"=50'DRAWN BY BEC

CHECKED BY

100001224


L-42

SHEET 42 OF 44

"LT" LINE

70

80

90

100

L-43

653+00

SHEET 43 OF 44


1"::::50'

100001224

DRAWN BY BEC

CHECKED BYCE!-

12" WP

SCALE

PROJECT NUMBER

DATE

DESlGN BY

647+00SOLANO TRANSPORTATIONAUTHORITYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707)424-6075Fax: (707) 424-8074

646+00645+00

Satano Transpodation Au/hority

B" 5.5.

644+00643+00

o




PARCEL A

641+00

CHECKED APPO

640+00

Ex. 15" 5.S.

~=..d..'0-1.s.£~~~..:::-:~-!~~_~: ~~-

639+00

DESCAIPTIONREVISIONS

638+00

80

70

90

100

REV DATE

;eFC & weD 1642-0R-84 P

Q

70

80

90

100

664+00663+00662+00661+00660+00659+00658+00657+00656+00655+00654+00653+0070

80

90

100

. rl'Ex. 14'? s.~~\Ex. 8"f S.S~: >

Ex. 1o'i s.s~:

PROJECT NUMBERREV DATE OESCRJPTlONREVISIONS

CHECKED APPO


PBS~Suite 1000

16: San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954


So,,,,,,, Trnn.sp<>r!nl,"n AU(lwnly

SOLANO TRANSPORTATIONAUTHORITYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax; (707)424-6074

SCALE

DESIGN BY

DATEeEL DRAWN BY BEG

CHECKED BY

100001224


L-44

SHEET 44 OF 44


Attachment E

Structure General Plan and Elevation Sheets


5.50%L = 920've

Rle 1.196%/StaS.50%

DRAFTBve 181+92.50Elev 73.44 PROFILE GRADE

Eve 191+12.50Elev 73.44

No Scale

3

1'-0"

8

eIP IPSCone Box Girder

43'-6"

12'-0"

-2.0%

SECTION1"-10'

14'-0"

77'-0"

"W" Line

Paint "Bridge No." and year constructed

Paint "UPRR Undercrossing"

Concrete Barrier Type 26 (Mod)

Concrete barrier Type 732 (Mod)

Structure Approach Slab Type N(30S)

Tubu lar Hand Ral ling

Ra Ised Concrete Med Ian

Future Uti I Ity Opening

Direction of Traffic

Point of Minimum Vertical Clearance

CD®®@)

®®<D®....S

Scale:

LEGEND

TYPICAL

33'-6"

Pr-ofile Grade

12'-0"5'1'-6"

.-'"No+'"'"

'-'uJ

To VACAVILLE -

Retaining wall No.4

Retaining wall No.3

Curb & Gutter

EB Sta 186+57.00Elev 86.09

\

\\\

R/WA\\\

3

I187+00

Exist

Note: Assume pi Ie foundation.

'3:

Y EXist OverheadPG&E Electr-ic line(To be relocated

\ underground)

\

'"

Sidewalk

186+00

PLAN

\ '\ ,,,'\. " , '\ \'-" \' ''C, ,\u;.'\

" "vJ\'\ '. \, \. ~ "

'" -"-,, ci> \\,\ \\ ':i\ "'\ '\ \ "\~_\

" " \ \ ",\\\",\

Scale: 1"-20'\\

\\

\\\

I186+00

ELEVATION

"w" LINE

\\\

R/WP\

\

" '\

->'\ \ '\ '\ 27°31 '34"0'" "b\->- \ \Skew,:-_----,0" '\ '

\,', \,\'\ - ,\, '- C\ '\'\ •..-0,

\, \ ~;" '\'\ '. 'c:'\ '\

,.x "-\ '\ ' ,

Exist

185+00

BS Sta 184+78.00Elev B4.27

ReTainingwall No.2

":Lt----------rL-----------,-----+~lI ~ II - II ~.~u II t- II r.-,ELII N Q> II > I

I:-:jF='===T:-=-wTf::-.=-===:±Jw;;=;t- - - - - - -- - -- -" ~,- - .,-~~'- - - - --~ -L--,- -- --- --- --==cn=kl=:-::=-+----iu u u uu u -r;5' ::c~::=~~==~O =uujj==jjjj'IIT-=n

Abut 1 Abut 2

'""

BB 1 TOTal Length - 179' a" measured along "Wll

Line rEB

Retaining Wall NO.2l ('{3) ,I\ ---...-. I Retaining Wall No.4

F===~~~~~~~~~~~~~b=

Datum Elev 30.00'

(]) Curve Data:R = 1500.00'b.. = 16°59'49"T 224.14'L = 444.98'

'-' 184+00 , 2'm "'"'",..: N'"+,..,'"0

10'-6"t-V)

0, ,

Retainingwall No.1

- To FAIRFIELD '"

NOD 34'53"E ;..

Scale: 1":=20'

PBSJ353 Sacramento StreetSuite 1000San Francisco, CA 94111Telephone: (415) 362-1500Fax: (415) 362-1954

soLANO TRANSPORTATIONAUTHORITYOne Harbor CenterSuite 130SuIsun City, CA94585

SCALEAS SHOWN

DESIGN BY sx DRAWN BY GE

DATE Feb 09 CHECKED BY AM

UNION PACIFIC RAILROADPLANNING STUDY

UC B-1


CHECKED APPD ENGINEERING PLANNING SURVEYING CONSTRUCTION SERVICES PROJECT NUMBERD51256.01 SHEET 1 OF 4

-5.509Y.DRAFT

L

RIC

400'VC

1.252%1Sta-0. SOY.

BVC 193+80.00Elev 58.73

PROFILE GRADEEVC 197+80.00Elev 46.73

No Scale 77'-0"

Total Length 140'-0" measured along "w" Line5' 14'-0"

2'-0"

" Line 43'-6"

1 '-a"

6

3

11--- PClPS SuperGirder, Typ

6'-4"

Datum Elev 20.00'I

194+00I

195+00 TYPICAL SECTION

ELEVATION Note: Assume pile foundation.Scale: 1"=1 0'

Scale: 1"=20'

Paint "Br-idge No." and year- constr-ucted

Paint IlMcCoy Tributar-y Br-idge"

Concr-ete Bar-r-ier Type 26 (Mod)

Concr-ete bar-r-ier Type 732 (Mod)

Structure Approach Slab Type N(30S)

Tubular- Hand Rail ing

Raised Concr-ete Median

Metal Beam Guard Rai I (MBGR)


Dir-ection of FloW

High Water Surface

LEGEND

CD®®®®®(J)

®--...:g..

To VACAVILLE_

196+00

Walters Road

8

Curb & Gutter

\oe of slope

5

~! Top of slope

'L...I.....'L '~''-J'---J'---J'-JL

C-Toe of slope

195 00

3

Sidewalk

I Creek/Channel

<:>.'

"'.'

~l

193+00 ':::r

10'-6"

Retainingwall No.2

Toe of slope

2'-0"

Top of slope

Toe of slope

Top of slope

Retainingwall No.1

_ To FAIRFIELO

PLANScale: 1"-20'

SCALE

AS SHOWNDESIGN BY SX DRAWN BY GE

DATE Feb 09 CHECKED BY AM B-2

SHEET 4 OF 4

McCOY TRIBUTARY BRIDGEPLANNING STUDY

051256.01PROJECT NUMBER

SOLAND TRANSPORTATIONAUTHORITYOne Harbor CenterSuite 130Suisun City, CA 94585Telephone: (707) 424-6075Fax: (707) 424-6074


ENGINEERING PLANNING SURVEYING CONSTRUCTION SERViCESCHECKED APPDREVISIONSDESCRIPTIONREV DATE

DRAFT0.50% L 400' VC

RIC = 0.53B%/StaEve 202+00.00Elev 48.93

1.65%

Bve 206+31.03Elev 56.04

L = 600'VC

RIC -0.483%/Sta-1.25%

Eve 212+31.03Elev 57.24

BVC 198+00.00Elev 46.63 PROFILE GRADE

No Scale

_-j_~ ~__~ --,-T"'OltO'!l.1J,L!,e!!nlltlh~==-.!1,,2~8,,9,-,'-C'8,-'_' ",m~e:"a<;s",ur.:re~d,"--,alJl-"o'!JnlL-'''W!-'_' hL!!in}lec- ~ ~ _t~BB EB

82'-6" 80'-0" 95'-0" 125'-0" 120'-0" 120'-0" 120'-0" 120'-0" 85'-a" 107'-011 114'-6"

3

Abut 1 Bent 2Datum Elev 00.00'

Bent 3 Bent 4 Bent 7 Bent 8 Bent 10 Bent 11 Bent 12 Abut 13

3

1'-0"5'

43'-6"

12'-0"

5'-6"¢Typ

Sta 217+65.84 Ee

14'-0"

Line

77'-0"

Scale: 1u=1 0'

14'-0"

r I 11..- ....

II I IIU U

TYPICAL SECTION

-2%

5' 12'-0"

Top of Slope

r --,l.._....L_ .......

II I IIU U

214+00

Toe

1'-6"

EB Sta 21Elev 54.97

Maintenance Access

9'-10U±min clr

210+00


Top of barlk \\ ';', \

T~e :pf\bqnk\ '

Scale: 1"=60'

PLANScale: 1"=60'

ELEVATION

, .of \ba~k

bank

\~\,

/". 1\~<To!, of,\ bqnl<;\' ", '.

"'-',.,. J ~,

I'\\

10'-4"min clr

Curve DataR = 1500.00'!l = 43" 50'12"T 603.55'L = 1147.64'

205+00

®

Be Sta 201+22.690Elev 47.81

.-< ~.,<-~>-:! In

Curve DataR = 1500.00'II = 16°24'56"T 216.36'L = 429.76'

Sta 201+53.15 EC

Top of slopeToe of slope

Top of

CD Paint "Bridge No." and year constructed

® Paint "str-Gssber-ger- Detention Pond Bridge"

® Concrete Barrier- Type 26 (Mod)

@) Concrete Barrier Type 732 (Mod)

® Structure Approach Slab Type N(30S)

® Tubular Hand Rai ling

CD Raised Conciete Median

~ Direction of Traffic

~ Oirection of Flow

S Point of Minimum Vertical Clearance

LEGEND

201+00

.,.-10


CHECKED APPD


PBSJ Suite 1000San Francisco, CA 94111Telephone: (415) 362·1500Fax: (415) 362·1954


501<1..0 Tr<1nsporta-tion Auth-ority

SOlANO lRANSPORTATIONAUTHORllYOne Harbor centerSuite 130Suisun City, CA 94565Telephone: (707) 424-6075Fax: (707) 424-6074

SCALE

AS SHOWNDESIGN BY SX DRAWN BY GE

DATE Feb 09 CHECKED BY AM

PROJECT NUMBER051256.01

STRASSBERGER DETENTIONPOND BRIDGE

PLANNING STUDYB-3

SHEET 3 OF 4

DRAFT0,50% L - 300'VC 0.50%

RiC 0.333%/Sto

STA 394+75.00ELEV 95.40

PROFILE GRADENo Scale

STA 397+75.00ELEV 95.40

98' 6"

"V" Line55'-0" 43'-6"

1'-0"- 1--.'.1,,0_'-",6'--"''r,,8..:'-:."oO'--"T-..C1-=2~'-::CO'-"_r-'-''-'=.lJ'_'--t~'r-'~cc:..J--~.c>:fi--.J.:2'::Q".-t-.l?':::'<:>:'.....+~:.9.:'...,___ I 12 0 2 8' 0" 8' 0" 2' 12' 0" 12' a" 8' 0" 1'-6"

~ Profile lrlde, ~f7\ _ I r-J:\\:Y "-1; ~ I I \ I"\!.) "-l 2.0% i...J ~

"2i"c=J CJ CJ CJ CJ etJ CJCJ CJ lS: ] CJ IT l CJ CJ'CJ CS1 r ,1 " t 1 '-0" II "\ ! , 1 '0

«>1 ~ I--- , ~ V:IP IPS Cone FYj) "Box Girder

3'-0"

,

Paint "Bridge No." and year constructed

Paint "Union Creek Bridge"

Concrete Barrier Type 26 (Mod)

Concrete barrier Type 732 (Mod)

Structure Approach Slob Type N(30S)

Tubul or Hand Rai ling

Raised Concrete Median

Metal Beam Guard Rai I (MBGR)


Direction of Flow

Point of Minimum Vertical Clearance

Edge of PavementS

EOP

CD®®®®®®®...

LEGEND

1 '-6"

Scale:

--------'TIIIIIII--------------------------------"-"-"-rr'U U U U U U U u

TYPICAL SECTION

\rEOP

i':EOP

L-EOP

, \

slope

slope

,397+00

To VACAVILLE _

EB sto 396+23.69Elev 95.7B

f-'

v v Vp-vv;:;j \..---Top of

I396+00


~ \ -

~~..J\L.J'L.J''---'''.--''L-'-'/L.'/L..J'c-.J'L_",

lToe of

70' 0"

I

Scale: 1".=20'

ELEVATION

70'-0"

395+00

_--j__T"o,-!t",O'.'.i-,Lo"e"!nWln-thQ.C-"-.'1.'!4-,,0..:':<,O'--".lmll!e"o",s;Lju,-r~ed"-.!o:'.!IQo!lnnlL""J'V"''' JLli",ne~--t~BB EB

-- L ~ --

~"~~tt-"1";;,-':::-':"--:.=.:-.:..--=.:.:--.=.:c,-",_:-:_J7p<:~e!!~~-~"'~+-'~- =c-"'-=--=.:-.:..:-=.-:..:.-.=-.:..:--~1f:~--~-----2 f5'-6"

min ellDatum Elev ,90.00'

v v v V:~JIV v ~ v v v )' : ,-'- " JTop of slope J::\ "/t/ I....- N I ! I

I J ,/ I, , , " """ u I:, I

--J// f I! 1,/ I PLAN

Toe of slope I' """'~=~~~Scale: 1"-20'

,394+00


CHECKED APpa




SCALE

AS SHOWNDESIGN BY sx IDRAWN BY GE

DATE Feb 09 ICHECKED BY AM

PROJECT NUMBER051256.01

UNION CREEK BRIDGEPLANNING STUDY

8-4

SHEET 4 OF 4

attachment c - solano transportation authority technical report att...attachment c typical cross...

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