0 " ... ~

~ ~

l Ji •.. ~!! ~,;;

§ ~~ ~~ ,,... ~~ Ja .. ~

INDEX OF SHEETS

L_GENERAL 1 2 3

I I. Gill F AI VO

DESCRIPTION

TirLE SHEET 1101! I ZONTAL ALI GNIAENT OAT A TRAFFIC CONlllOI. PLAN

4 -- 6 F.ROS ION CONTROL PLAN AND I![MOVAL LAYOUT ·r -- 11 PLAN 8t PAVf.MFNT MARKINGS 8. SIGNAGL

12 -- I 3 MISCELLANEOUS OETA ILS

I I I . SUNSET DR 14 TYPICAL SECTION ANO PAVING DETAILS 15 rHOSJON CONTROL PLAN AND REMOVAL LAYOUT

16 -- 20 PLAN & PAV~.MENT MAI!KINGS & SIGNAGE 21 OR l VEWA Y SUMMAI!Y

22 -- 23 INTERSECTION LAYOUT

IV. STANDARDS 24 35 ~~ ac < 1 -121 -1 4

36 37 38 39 40 -41 -42

43 47 48 49 50 51 52 53

-46

II WZ(STPMl-13 II TCP(I-2)-12 II TCP (2-ll -12 II TCP<3··1l-13 II TCP(3··3) - 13 II TCP<7-Il-13 II CCCG-12 II PED-12A II EC(I) -09 II EC(3)-93 II TSR(4)-13 M SMD <GENl -08 II SMD <SLIP 1) -08 II SMD(SLIP-21-08 II SMO tSLIP-3) -08

54 55 II PM(I)-12- PM<2l-12

SOUTH PADRE ISLAND OFFICIALS

BARRY PATEL

ALEX AVALOS

DENNIS STAHL

SAM LISTI

JULEE LAMURE

ALITA BAGLEY

PAUL CUNNINGHAM

WILLIAM DILIBERO

DARLA JONES

MAYOR

MAYOR PRO-TEAM

CITY COUNCIL MEMBER

CITY COUNCIL MEMBER

CITY COUNCIL MEMBER

CITY COUNCIL MEMBER

CITY ATTORNEY

CITY MANAGER

ASSISTANT CITY MANAGER

§CC)lU- ~]~JHf J(J) ADRlE I§LAND9 1r.X (ilJJL,J[? Jl~OULEV ARD AND

SUNSET DRI-VE J[MPROVEMENT§ 2015

~ --- __ :J

LAGUNA MADRE

GULF BLVD END BASE BID

BEGIN ADD-ALT H2 STA 60+74.00

GULF BLVD END ADD-ALT #2

BEGIN ADD-ALT #3 STA 63+74.00

0'

VICINITY MAP

1500'

SOUT.H PADRE ISLAND

GULF OF MEXICO

3000'

GULF BLVD BEGIN PROJECT BASE BID STA 48+74,00

GULF BLVD END ADD-ALT #4 STA 71 +44. 17

SCALE: !"= 1500'

PLANS PREPARED BY:

Kimley>>> liQrD F-928

~tL-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------__J

GUL F BLVD (. OIII.F coul o luoo GUI. F~I 'K" Gill f'O I CUll GUI.fO? CUll GUjlO~ CUll C.l'!,F01 CUll C.Ul i'OS CUll GU~ I' OG CUR 0 · mDcu£Uc.um~o~11~U~uE~~~ogu::p.~8GUL 10 CUll GUll II CUll GULf'l2 CUll GULI IJ CUll GUL·

nt olouolno t our F <M•er lpll<'n .... ....................................................................................... .. f'olnl lll ll.f OI II

CO< or>o fr « n CULFOI lo PC CULFOI S 5' 50' 59. 94' £ Di a l I, ?56. G?G

curvo Dolo

Rurv~ Gut.l'611 f'. J. !ao t·lon llftiiO • Dooroo • lonQOn l •

h~~y~l~ : [ )(tor no l • I. QfjO ( loord • Mh. Ord. • P. c. Slot Jon P, T, Station c. c. llocl< • s Allllnd • S Chord Door • S

·----- -----· ?2 • 56. 62 II

~ · 1'1' 2G. 20' ILTI ,,. 21' 32. 96 "

9 . 996 19.989

000.000 D. IDO

19. 980 D. too

22 •~6.G3 N ??.• 06. 02 II

H 5' 58' 59. 94' [ II' IG' 2G,H' f. 1' 0 '/' ~J. 04' [

I 7, I OJ . 260 E

1 7,19~ . 202 [ 11, 113, 368 E 11,245. 32 1 (

COI N' Do rrmo PT CUL FOI to PC CULF02 S 8' 16' 20. 14" [ Olal 30, 048

CtN've Dolo ·--------- ·· r. I, Station Oolto • Oogf"ao .. Tonoont •

~~~~ : rwternnt •

ZJ•06. 66 2' I 7' 26. 20"

,,. 21' 32. 96" 9. 996

19. 989 500.000

0.100 19.98& o.too

" IRTI

I.C)llg Chor<l • lAid. Drd. • p, c. s totjon P. T. Slot on

22 •96,6G II 2J•I6.65 " c. c.

Dnok • S 8' 16' 2G. 14' E Ahoad • S ~· 58 ' 59. 94' E Chord Dear • S 1' 01' 0. 04" E

11,1JJ. HI

17, J0.6J3 [ 17, 12J, 600 [ 11,071. 680 E

Cour~o t rotn PT GULf02 to rc GULFOJ S 5' 58' ~9.94" E Dl&t 247.067

Curve Ooto ·----------· l~ur~.J!!!!!9] r, I, Station Oollo • Daoroo • Toooent •

~~~~ : Externol • LC)llg Chord • " " '· ord. • P. c. Statton

25•73. 72 2' 17' 2G. 20"

II • 27' 32. 9 6" 9. 996

19. 989 500.000 o. 100

19. 988 o. too

H IRTI

2~ · 63 . 72 " 25 t 8J, 71 "

H r. T, station c. c. 2~~ : ~ ~: ~r: ~u~= ~ Chord Boor • S 4' 50' 16.85 ' £

18,868,137 E

16, 878,079 E 161 858.1 62 E u;, 825, 9 59 E

C01U'&o rrmo PT CULF03 to PC CULF04 S 3' 41' 33. 75' E Olaf 30,048

!curvo GULF04l

p,J, Station Dolto • Oooroe • Tonoont • ~~y~~ : EKt~rnar • LC)llg Chord • J.IJd, ord. • P. c. Station P, T, Station c. c. Book • 5 Ahoad • S Chord Bear • 5

Curve Ootc1 ·----------· 26• 23. 75 H

2' 11 ' z&. zo· IL n ". 27' 32. 96"

9 . 996 19. 989

500.000 o.roo

19. 988 o. 100 26• 13. 76 H 26•33. 76 ~

3' .. I' :n. 75' E s· 58 ' sg, 94' E 4' 50' J6, 85' E

16,818.201 E

Course frotn PT GUlF04 to PC GULFOS S 5' 58' 59,94" E Olat 93.037

Curve Ooto

ICurvo CYLf 05l

P. 1. Station Da lto • Deoree • TOI19enf •

~~~~ : EKt ernol • LC)llg Chord • urd. ord. • p, c. St ation P. t , s tat on c. c. Book • s Ahead • s Chord Bear • S

·---·-··---· 27•J6, 78 H

2' 11 ' 26. 2o· tLn II' 27' J2, 96"

9. 996 19. 919

soo.ooo o. roo

19. 988 o. roo

27+26, 78 H 27•46.17 II

H 5' 58' 59. 9 4" E 8 ' 16 ' 26, 14" E 1' 01' 43.04" £

16, 705. 788 E

16, 716.729 [

: ::m:n~ ~

Courao frotll PT GULFOS to PC GUlF06 S 8' 16' 26. 14" E Ol &t 30.374

?• ?0. 00

J ,6H. 511

3, G4J , 469 3, 64~ . 949 4, '40. 745

J,651.11 ?.

J , 650. 27~ J , 652.754 3, 155.478

3, 679.550

J , 678, 508 3, 680, 194 3, 18 1.232

3,682.713

J , 682. 129 3, 681. 8 15 4,181.091

3,694. 555

3, 691, 513 1, 695. 99J 4, 190. 169

I( .. v, QUL o~)

P.l . St<otlon Oa llo • llcgr o" • Tonoent •

~:::!?!.~ : t:xtornot • Lono Chnr cl • Uld. Ot'd, • 1'. c. Stat I on r. T. Slot "' ' c. c. ~~ : ~ Chord n.... • !0

Cur·vo Ootu .. ............... - Ill

?1• 86. 82 II 2' 12• b7. ~J· UUt

11' 11' J? . ?G" o. o;7o 19. 338

!iOO. OOO 0,0, 4

'&:m ?.'1 • '17 ,1 5 II 27• 96. 48 II

II

~: ~~: ~u~: ~ 7' 0?' !o7,J8 ' r.

I G, 656, 2GC) E

l ~ : ~~~ :m ~ ' 6 , 59 ] , 885 [

courso f r a n 1' 1 GULI'06 t o r c GUli'O'I s 6' OJ' 18.61" E n Jo t 247.11 6

C:urva Unt o

lr.,.·ve OULf 071

P.l. Sial fool Dalto • oooroe • Tonocnt •

~~~~ : External • l.<>oo Chor d • Llld. Drd. • P. C. Slot jon P. T. Slot on c. c. Rock • ~ Ahaod • s Chord B~or • S

·----------· 30•GJ . G2 H

2' 16' 56. ~g · IIIII ~· 43' 46 ... a·

19. 0ZO 39. 0lS

I , OOD,OOO 0.1 98

39. 8 J2 o. 198

30•41. 10 " 30•83. 54 II

II 6' OJ' ~8.61' f. 3' ~& · J2. 13' 1: ~· 55' oo. 31' r.

16, l SI. 008 E

:::m:m f '6, 295. 782 r.

Courao frmo PT GUI.F01 to I'C GUlf OG 5 J • ~6' J 2. 13' r. Olot 60, 041

Curvo Dolo

@-~~) r.J, station Dalto • Dooroo • Tonoent •

k~,~~ : [ IC!Unol • Lana Ctlllrd • Ll)d, Drd, P,C, Station P. T. Slot I on c. c. Doell • s Ahaad • s Chord Dear • s

·----------· Jl •63.70 "

~ · 18' 18, 39" ILTI s• 4J' 46, ~8 '

16,281.1~6 E

zo. If!) 40. 232

r,oog: m 4D. 229 o. 20 2

lt t4J . 58 II JI•BJ, 81 N

tl 3' ~G' 32. 13' E 6' 04' 50. ~2 ' [ 4' 55' ~1. 32 " E

Couroa frotn I'T CULF08 to PC GULF09 S 6' 04' 50, 52' E Olot 1,290. 263

Curva Dolo

lcurve CUL F091

P.l. Station Oolto • Oeoree • Tonoont •

k~~~ : EKtornol • l C)llg Chord • llld. Drd. P, c. Stotjon P, T. Stat <>n c. c. Book • S Ahoad • S Chord Dear • s

44•!13. 9D 2 ' 16' 19. 29 ' 5' 43' 46. 48 '

19, 830 39, 65~

1,00&:?~~ 39,652 0.197

·----------· N

ILTI 14,958, 418 [

:::H:¥! ~ :::m:m ~ 6' 04' 50, 52" E 8 ' 2 1' D9, 80' E 1' 13' 00.16' E

II ' 5, 0 84. 0 66 [

Courao frot11 PT CULF09 to PC Glll.fiO S 8' 21' 09.80" E Diet 60. 177

Curvo Data

!curve GULfi OI

P. I. Station De lta • Dogroo • r onoont •

k~,~~ : Externa l • Lc.>no Chord • lol ld, Drd. • P, c. St a ti on p, r. s t a t ion c. c. Book • s Ahead • S Chord Bear • s

·----------· 45•93. 98

2' 17' 59 , 82' 5' 43' 46, 48 '

20,074 40. 1~2

r,oog: ~&?

H IRTI

40oi J9 0, 201

45 +73, 90 II 46 t 1 ~ . 0 4 II

8' 2r ' o9. so· E 6' 03' 09, 99 ' E 1' 12' 09. 89' E

N l ~:m:m f 141 133.994 E

Coure e frot11 PT OULFIO to PC GULfll S 6' OJ' 09.99" E Ol a f 257.055

Curve Oota

leurve OUlfl 11 P. t. s tation Da lto • Degroot • Tonoent •

k:Y~~ : Externa l • Lc.>no Chord • urd. ord. • P. c. Sta ti on P.r. sta t ion

~k • s Ahead • s Chord Boor • S

....................... 48•85.94

2' 16' 0 1. 9 4" r• 38' 21. 9T"

14. 84 1 29. 678

750. 000 0. 141

29.676 0.147

I~TI

.. 8+7 1,10 H 49•00. 78 "

N 6' Ol ' 09, 99' E 3' 47' 08. 05' E 4' 5!!>' 0 9.02" E

14, 569.058 E

Cours e fran PT CULFI I to PC CIJLFI2 S 3' 47' 08, 05" E Ola f ~5. 281

l,70 t, 75G

~:~~:m J , 105. 569

l, lJO. 968

J, 728. 866 ) , '137.. ?.80 2, 134.451

J, 137.559

3, 736. 234 J , 739. 690 4, 734.063

3, B78. 467

3, 876. 366 3, 681 . 347 4,870. HO

:s, 893.005

3, 89D.089 3, 895. 122 2, '300.696

3,'323. 792

3, 9 22. 227 3, 92~ . 71 1 J , 176. ~08

fcurvo GUl rTI)

P. 1. Station notto • Oogrco • Tonoont •

~~~~~ : h tornol • h~ g:.~~d • P, c. Station 1'. T. Station c. c. Booll • S Ahoo<.l • s Chord near • s

curve Dolo ·---·--·---· 49•60. 99 "

2' 16' 55. 07 " ILTI 1' 38' 21 , Bl"

t 4.93T 29. 871

750, 000 0,1 49

29 . 869 0.149

49•46. 06 H 49•75. 93 H

II 3' 41' 06.05' E 6' 04' 0 3, 12 ' E 4' 55' 35. sa• E

14,494. 163 £

Coo.roe fran PT GULf I 2 to PC GULFI3 S 6' 0 4' 03, I 2' E Dl at I, 355,275

curvo Dolo .................... ICUrvo Glifl Jl P. 1. Station Dorta • Oagre o • Tonoont • k~~~ : r xternot • LC)llg Chord • urd, ord, • P. C. Station p, r. s tation c. c. Bock • S Ahead • s Chord Iocr • s

63•41.20 H 2' 11' 26, 20' CLTI

II' 27' 32, 96" 9. 99G

19 . 989 500. 000 o. 100

19. ':188 o.1oo

' 3•3 1, 20 H 63 •51.1'9 "

H 6' 04' 03. 12' £ 8' 21 ' 29, 31 ' E 1' 12' 46. 22' [

13,121.681 E

C«rso fran PT CULFI J to PC GIJlfl4 5 8' 21' 29, 31' E Ol at 30.041

Curve Dolo

(Curve GULF1 4I .... ............... .. ..

P. l . Station S3t91,24 Oo lta c 2• 17' 21. 20• Oogroe • 11' 21' J 2. S6" ronoont • g, 996

~~::v~~ : ~: m Extunol • o. 100 br.J? &.~d • 1 ~: vg

H IRTI

P. C, Station 63t81 , 24 H P. T. Stat on 64•01, 23 N ~~ N Book • S 8' 2 1' 29,31' E Ahead • $ 6' 04' OJ , I Z' E Chord Beer • s 1' 12' 46, 22 ' E

Courao fran PT GULFI4 to PC GULFI5 S 6'

131 012,178 E

04' 03, 12" E Di et 278.553

Curve Dot o

[Curva CULF15l ···-------·· P. !, Station &6• 89.16 Delio • 2' 11' 2S, 20 "

H I All

12,175. 306 £

Deoroo • II' 27' 32 , S6" ronoont • 9 , 996

h~~~ : s~: X~ Externa l • 0. 100 bf: ~~d • ' ~= ~gg P. c. Station 66•79. 18 H p, T, Station 66+99. 77 H ~~ N Book • S ' ' 04' 0 3. 12 ' E Ah•ad • S 3' ~6' 36, !2 ' E Chord Bear • s 4' 55' 20,02 ' E

COUI'• e frotn PT GULFI 5 to PC GULFI& S 3' 46' 3&. 92" E Di e t 30.041

!curvo GULf 161

p, J, station Dalto • Dooroo • Tonoent •

h::wz~ : Extu nol • LC)IlO Chord • Mid, Drc!, P. c. St atton P. T. Station c,c. Bock • s Ahead • s Chord Beer • s

67t39. 82 2' 11' 26. 20"

11' 27 ' 32. " ' 9. 996

19. 989 500, 000

0. 100 19, 918 0, 100

Curve Dat o ·----------· II ILTI

67•2t. U H 67•49. 81 H

3' 46' 36, 92 " E 6' o~ · 03. 12" E 4' 55' 20,02 ' E

H

12,725, 375 E

CO<ra e fran PT GULF I& to OUI.F1 1 5 6' 04' 03, I 2" E Diet 394. 359

Point GI.A.FI8 H 12,323, 285 E 4,15t . 501 Sta

3,928. 747

3, 927.761 3, 930, 326 4, 676,1 24

4,074.636

4,011 . 910

~,o8o. 457 4,0et. 966 3, 585. 767

4, I 13. 466

4, 11 2. ~ 1 0 4, 114. 125 3 , 1>15. 211

4, I 16. 762

71 •44. 17 ................................................................................ £ndlnG C. GULF dU «" Ipt le>n

SUNSET DR Chain SUNSET oont olntl

SIRIO I $111102

BeoiMino Ohaln SUNSET <Msorlptlon ................................................................................ Point SUNOl H ". 213. 300 £ 10•00.00

Cetree fron SUNOl to 5111102 s 19' s s • oo.oo• E Di e t 1,041, 131

Po int SUII02 H re, 281, 717 £ 3, 534.679 Sto 20• 41.13

E,;d i~;. d;;; ~-SUHSET. d;;;; i Pt i;,; ............................................... .

Kim ley>>> Horn F -9 28

«~"i

~~ . . r· ISLAND

HOR IZONTAL AL IGNMENT DATA

GULF BLVD & SUNSET DR IMPROVEMENTS

I PIIO.ItCJ 110.

I I 2

TRAFF IC CONTROL GENERAL NOT£S1

I. MAINIAIN ACCESS 10 PROPERTY AT ALL TIMES

?. . TI F. ·· JN PAVEMENT W · N!::EOt:: Ul TO MAINrAIN ACC ESS '10 AUJACENl PROPERTI F. S VIII. I. RE CONS I DF. RF. D SIIBS ID I ARY TO PEI!T I NENT ITEMS.

3. UNLESS OTIIEIW11 5E AI'I'IWVED IN WI!I'IINO IJY TilE ENGlNt: l:l!, NO WOIIK AL LOWED ON GUL F OOlJL EVARO ON HIE \VEE KENil ANIJ SIIOLILD OF. OPEN TO TWO- LANES A't ALL liMES ., , 00 I'M ON Fl!liJAY THROUGII 7100 AM ON TII F. FOLLOWING MONDAY.

~.ABOVE GROUND ANU OUNI EU UTI LITI ES ARE LOCAl EU IN IHE lliGIIT OF \YAY. UTILil'I ES SJ-10\YN IN PLANS AilE APPIWXIMA T[ ANU NOT NECESSARILY ALl. ENCOMPASSING. IT IS THE CONTHACTOWS llESPONSIUILITY TO LOCAT E UTILili ES PUIOil TO CONSTRUCTION TO VERIFY IF ANY CONFLICTS EXI ST.

GULF BLVD SEQUENCE OF CONSTRUCTIONa

CONSTRUCTION PHASE 1: WIDENING

I. PLACE ADVANCED WAHNING SIGNS IN ACCOJIOANCE WITII TXOOT STANDARD OC<2> - 14.

2. PLACE TEMI'OHAUY EHOSION CONTROL DEVICES AS SHOWN IN PLANS.

3. REMOVE EXISTING CENl ER LINE STRIPING AND INSIDE PARKING STRIPING.

4. PLAC[ WORK ZONE STHIPING FOil .IEHMPOHARY CENTEU LINE ANO EDGE LINES PROVIDING A 3' MIN DUFFER OHWEEN WORK ZONE AND SOUTHBOUND LANE. TEMPORARY LANES WILL OE ~ 12'. PLACE CHANNELIZING DEVICES BETWEEN WORK ZONE AND SOUTHOOUND LANE IN ACCORDANCE WITH TCP <2 - 1) - 12

5. CONSTRUCT CURH AND GUTTER, PAVEMENT WIDENING, PARKING

~~ 1~t NJ~~~L~\~·v~N8n~~ ~Xg~A i5w~~D~H~~SE 1 ~1 ~'E~~~·. G. SHAPE SLOPES TO MAINTAIN POSITIVE DRAINAGE. 70Y.

RE - VEGETATION REQUIRED BEFORE REMOVAL OF EROSION CONTROLS.

CONSTRUCTION PHASE 2t CROSSWALKS FINAL PAVING, MISCELLANEOUS ITEMS, AND FINAL siGNING 8c STRIPING.

1. ADJUST ADVANCED WARNING SIGNS IN ACCORDANCE WITH TXOOT STANDARD BC<2> - 14.

2. TEMPORARY EROSION CONTROL DEVICES AS SHOWN IN PLANS TO REMAIN.

3. MILL 8c OVERLAY I. 5" OF EXIST PAVEMENT AS SHOWN IN PLANS. REFER TO TCP STANDARD TCP(7-1>-13 FOR PLACEMENT OF 1. 5'' MILL AND OVERLAY FINAL SURFACE.

4. PHASE CONSTRUCT THE PROPOSED BR ICK PAVED CROSSWALKS STARTING WITH THE WEST END, CONSTRUCT CONCRETE BASE USING HES CONCRETE. SHIFT TRAFFIC TO ONE-LANE TWO-WAY OPERAT ION WI TH FLAGGERS I N ACCORDANCE WITH TCP STANDARD TCP<I - 2)-12. MAINTAIN ONE LANE OF TRAFFIC AT ALL TIMES DURING CROSSWALK INSTALLATION.

5, INSTALL FINAL SIGNING AND PLACE fiNAL PAVEMENT MARKINGS I N ACCORDANCE WI TH TXDOT STANDARDS TCP(3-J) - 13 AND TCP<3-3)-J3.

6. REMOVE EXISTING PAVEMENT MARKINGS FROM EAST DRIVEWAYS ALONG GULF BLVD AND ANY STRIPING REMAINING THAT MAY BE IN CONFLICT WITH FINAL STR IPING BY SANDBLASTING OR OTHER METHOD TO BE APPROVED BY THE ENGINEER.

7. 70Y. RE-VEGETAT ION REQUIRED BEFORE REMOVAL OF EROSION CONTROLS,

SUNSET DRIVE RECONSTRUCTION SEQUENCE•

I. PLACE AI>VANCEO WARNING SIGNS IN ACCOROA~ F. W!Tll lXDOT STANDARD BC(2) - 14.

2. PLAC F. TEMPORARY EROSION CONTflOL DEVICES AS SHOWN IN PLANS.

3. CLOSE SUNSET OIUVE TO THIWUGH THAFFIC UET\YEEN PADRE BOULEVARD ANO GULF AOlli.F.VARD. MAINTAIN ACCESS 10 J'IWPEIHY OWNERS AT All TIMES.

4. CONSTRUCT PROPOSED PAVEMENT IN ONE- HALF SECTIONS AS SHOWN IN PLANS FROM STATION 10•59. 72 TO STATION 20• I O. 00.

5. TI E- IN PAVEMENT <IF NEEDED> TO MAINTAIN ACCESS TO AI>JACl::Nl PHOPEIHI F.: S Wli.L BE CONSWF:REO SUBSIDIAriY TO PERT JNENT IT[ MS.

6, INSTALL FINAL SIGNING ANO OPEN TO TRAFFIC UNHESIRICTEO.

7. 7~1. RE - VEGETATION RF.OUIRF.O BF.FOR£ REMOVAL 0~ EROSION CONTIWLS

Kimley>>>Horn F-928

TRAFFIC CONTROL PLAN

GULF BLVD & SUNSET DR IVE IMPROVEMENTS

S(.Ut I MOJ[CT NO,

I I 3

I I

I llrGJN I'IIOJLCl Ull:il: UIO

AT l' Nll OF PREVIOUS Mill Mill OVIIILIIY LIMITS

llEOIN MILL ~ OV(IILIIY 4: GIJI.f API'IIOX STII •18•74. 00

-·-1·r:----- ---­I I~

--------, i

*i rt-~ EXIST EAS£MENT

*r-------------------r r-r-- ------------------:~

-------------------t--1 I I

u I

I : ~ I I : o I I I

I I

__ j_ __

EXIST IIOW

-L --G EXIST ROW

I

I I I lk: ~ ~ EXIST E~S[U(NT -------------------r0-EXIST EASEMENT

-- OldP - SCF - 17 OMP-SCF-18 6FT 6FT

I I __ L __

BMP-SCF-25 6FT

D .

F l LEIIAME• C1 \069234000•Cu l f •Rohobs\Oos lon\CULFrmv04-llEII, dOn Pl.OTTrDI ?/1"//2015 3119112 PJ.l

w z < ....J

Ul Q::

~

NOTES:

LEGEND ~ PAVEMENT MILL

OiiliTI] VALLEY GUTTER REMOVAL

~ ASPHALT ORlVEWAY REMOVAL

C2J CONCRETE DRIVEWAY REMOVAL

~ BRICK DRIVEWAY REMOVAL

~ MEDlAN ISLAND REMOVAL

~ SEDIMENT CONTROL FENCE

I. CONTRACTOR WILL BE REQUIRED TO PROTECT PALM TREES SHOWN TO REMAIN.

2. APPLY SEEDING TO DlSTURBED AREAS WITHIN ROW, SEEDING SHALL BE CONSIDERED SUBSIDIARY TO PERTlNENT ITEMS,

3. EROSION CONTROL DEVICES SHOWN SHALL BE CONSIDERED SUBSIDIARY TO PERTINENT ITEMS.

4. INSTALL SEDIMENT CONTROL FENCE IN DITCHES LOCATED ALONG THE CROSS STREETS OF GULF BLVD.

5, REMOVE EXISTING STRIPING IN CONFLICT WITII PROPOSED STRIPING, THIS WILL BE CONSIDERED SUBSIDIARY TO PERTINENT ITEMS,

6. BURIED UTILITIES EXIST WITHIN CORRIDOR. CONTRACTOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION,

0 2,5 50 1-d r

SCALE& 1"=50'

EROSION CONTROL PLAN AND REMOVAL LAYOUT

GULF BLVD IMPROVEMENTS SHEET ·I OF 3

SCALE Pf\O.JtCT HO,

1" = 50'

I '

ll I)'

END lltdt:: 010 IIEGIN 1100-ALT «2

'i. GUI.l STA GO~ H. 00

---\~~-~~---: ~-- -- -----:XIST-:OW --7--_j r

---+1 I:XIST EASEMENT I I I

I I I -- - --- --- --- -- - --- -c .. _.__ .. __ __ ______ ___ _ ____ _

DMP· SCF - 31 GFT

REMOVE 18 LF LAY DOWN CURB

I (SUBSIDIARY TO

I I

l

I I I

1 OTHER ITEMSl

I i i I I ___ -----------------.I-! I I

END AOD-ALT "3 BEGIN AOD-ALT 114

t GULF STA 66•74.00

EXIST EASEMENT

BMP·SCf-35 6 FT

w

H :I:

LIJ

I I

I:ND AOO-ALT Of.GIN AOO-ALT "3

l GULF STA 63~73.77

REMOVE CONCRETE SIDEWALK

II SY

REMOVE 5 LF LAY DOWN CURB

(SUBSIDIARY TO OTHER ITEMSI

BMP-SCF-J'l 6 H

w

0 <X) ________ j_ ______ _

·rnr-~~~~~~==~~~ c.o

- ~I . I I I

1 I

EXIST EASEMENT I' I I I I

--~;,.~;:;-·----------,+t·----·--··-----·--· 6 FT BMP-SCF-37

6FT

NOTES:

LEGEND

~ PAVEMENT MILL

OillJll] VALLEY GUTTER REMOVAL

~ ASPHALT DRIVEWAY REMOVAL

QJ CONCRETE DRIVEWAY REMOVAL

~ BRICK DRIVEWAY REMOVAL

~ MEDIAN ISLAND REMOVAL

~ SEDIMENT CONTROL FENCE

I. CONTRACTOR WILL BE REQUIRED TO PROTECT PALM TREES SHOWN TO REMA IN,

2. APPLY SEEDING TO DISTURBED AREAS WITHIN ROW. SEEDING SHALL BE CONSIDERED

SUBSIDIARY TO PERTINENT ITEMS.

3, EROSION CONTROL DEVICES SHOWN SHALL BE CONS IDERED SUBSIDIARY TO PERTINENT ITEMS.

'I, INSTALl SEDIMENT CONTROL FENCE IN Dl TCUES LOCATED ALONG THE CROSS STREETS OF GULF BLVD.

5, REMOVE EXISTING STRIPING IN CONFLICT WITH PROPOSED STRIPING. THIS WILL BE CONS IDERED SUBSIDIARY TO PERTINENT ITEMS,

6, BURIED UTILITIES EX IST WITH IN CORRIDOR. CONTRACTOR TO LOCATE UTILITIES PR IOR TO CONSTRUCTION.

0 25 50 ----..: SCALE: 1 " =50'

EROSION CONTROL PLAN AND REMOVAL LAYOUT

GULF BLVD IMPROVEMENTS SHEET ·2 OF 3

PIIOJI:CT flO,

, . " 50'

r

END ADO -Al. T II~ ¢. GULf STA "11•44.17 MATCH EXIST

EXIST fASrMENT

BMP -SCF-39 ··--6FT

I­VI

oc w 0 z <I: w _J

0 w

F ILEIIAL4Eo Go \0692J4000•Gul f•Rehoba\Oeslon\GULFrmV06, don PLOTTED• 2/1712015 41 Olol9 Plol

I I

I I I I I

I I

I I I

-----"'t"'f"____ L..- ------oi4-=:..:..::.::--=-=-=

@~--~-==···--~L

IIJ _ _

.. :~ ... -~ ----------------·-------------------~=

:Ji(•

I

I I

I

I .. __ ._ I

r------------.------1 I I

I I I

---- I I I

I . ., r---------------------1 I

I

LEGEND ~ PAVEMENT MILL

IJIIIIli] VALLEY GUTTER REMOVAL

~ ASPHALT DRIVEWAY REMOVAL

C2J CONCRETE DRIVEWAY REMOVAL

~ BRICK DRIVEWAY REMOVAL

~ MEDIAN ISLAND REMOVAL

~ SEDIMENT CONTROL FENCE NOTES• 1, CONTRACTOR WILL BE REQUIRED TO PROTECT

PALM TREES SHOWN TO REMAIN,

2. APPLY SEEDING TO DISTURBED AREAS WITHIN ROW. SEEDING SHALL BE CONSIDERED SUBSIDIARY TO PERTINENT ITEMS,

3. EROSION CONTROL DEVICES SHOWN SHALL BE CONSIDERED SUBSIDIARY TO PERTINENT ITEMS.

~. INSTALL SEDIMENT CONTROL FENCE IN DITCHES LOCATED ALONG THE CROSS STREETS OF GULF BLVD.

5. REMOVE EXISTJNG STRIPING IN CONFLICT WITH PROPOSED STRIPING. THIS WILL BE CONSIDERED SUBSIDIARY TO PERTINENT ITEMS.

6. BURIED UTILITIES EXIST WITHIN CORRIDOR, CONTRACTOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION.

0 25 50 jw~ I

SCALEa 1".,50'

EROSION CONTROL PLAN AND REMOVAL LAYOUT

GULF BLVD IMPROVEMENTS SHEET ·3 OF 3

I" = 50'

I I

I I I

I I

I UEOIN{!) t GULF STA 40•14.00 UAATCII I Xl$Tl

BEG I~ ((\){i!) t GW~ 40•14.00 IMA T~ll LX I STl

' o' ~ 1_,_,_,..._. _,4~~~:t.::;~~~ 00 !h: -~ '<I" ... $'~ : l ~vt ~ .... .' ..... : ........ . .-. . Vl . ........ .. ............... ·.·.-. .. .. .

·4!< w ............. .. .. ,. .............. . ~ ........... ~ - !MW ..... ~._ ... _ .. _...,__ t nt:G'i'N~~ASE ._ AT F.NO OF < ..... MILL ANII ::'E : · . · .. ..

a ~· . [,:j ; ~·s¥~i.~a~ > . : : : a: : : : 'l,'l: "'" '

IJ.. -- - --, _J I ::J I (_') I

1 ......

____ J ,..,• •ot I '

~ R7-2

CED

~ f~ R7-2 Rl-1

([}) ~ ~

1:

'EXIST OVERIIEAO I I ELECTRIC

~~I

END CURB ~ GUTTER t GULF

STA 51•65.09 26,67' RT

f 11.!.1/AUI.o Oo \06923~000•Gul f•Rohobs\Ooalgn\GUlfrpp09·HEit.dQn PLOTTEOo 211712015 3ol9tl9 PM

--BEGr~'( CURB 'i,GijffER--- - - --­¢. GULF

NOTESI

STA 51•89,06 26,67' RT

I, DIMENSIONS, STATIONSL AND OFFSETS GIVEN AT FACE OF CURB UNLE~S OTHERWISE NOTED,

2, SEE MISCELLANEOUS DETAILS FOR DR IVEWAY AND PARKING BAY DETAILS.

3, SEE REMOVAL SHEETS FOR LIMITS OF DRIVEWAY REMOVAL.

4, SEE MISCEllANEOUS DETAILS FOR CURB TRANSITION DETA ILS AT BEGIN/END CURBS,

LEGEND

[x:FJ PROPOSED SIGN

~ EXISTING SIGN TO REMAIN

0.9 EXISTING SIGN TO BE REMOVED

(X :X'> _;; EXISTING SIGN TO BE RELOCATED

CK:D PROPOSED DRIVEWAY

CE~J PROPOSED PARKING BAY

0 REFL PAY MRK TY I <WI 4" ISLOl

@ REFl PAY MRK TY 1 !WI 12" (SLO>

@ REFL PAY MRK TY I CWl 24" (SLOl

0 REFL PAY MRK TY I (Y) .... (BRKl

0 REFL PAV MRKR TY II-A-A

@ REFL PAV MRK TY I IWI 8" ISLO)

@ REFL PAY MRK TY I <WI BIKE SYML

0 REFL PAY MRK TY I IWI PED SYML

0 REFL PAY MRK TY IWI HANOI CAP SYML

@ REFL PAV MRK TY (Wl WORD

SUP SHARED USE PATH

0 20 40 -----SCALE: 1"~40'

Kimley>>>Horn F-928

PLAN & PAVEMENT MARKINGS & SIGNAGE

GULF BLVD IMPROVEMENTS SHEET ·I OF 5

SCAI.£ PAQ,I[CT ItO.

I" = 40'

I I

__ j_: I I I

~ 0 ~

R7-2

<@])

<1B>

LL 8c OVERLAY , f.X!ST I'AVEMENT II'ROP TxOOT TYPE 7

I RAMP ITYP) 1ST UTILITY EASEMENT

I END CURB 8c GUTTER

I 'l GULF STA 51•61.81

2G. G"(' HT

I [ ·-s:mmr= ~ 1

R7-2

<lB> ~

F Jl(IIA\4£1 Or \0692l4000xCulf•Rehoba\Oealon\CULFrpp10, don PlOTTEOr 2117/2015 4r 01124 PM

..

t:XIST OVI'RHEAO t'I .I'Cltll:C

::..::.:===:::.:c=:-or:-==-=-=-==-==-==~- '~""+'"'-"-- -'--..::-dr;------ --· or- ---

,--TO BE ADJUSTED

TO GRADE

EXIST OVERHEAD I 1 1

1 I:Lt:CTRIC !

- ··EXIST UTILITY l . ... J t I EASEMENT ----------------------- _, I I I I

I I

8 Rl-1

~

NOTESr

PCC ¢. GULF STA 57•42. 75

12,00' RT REMOVE AND RELOCATE

EXIST HYDRANT END CURB ~ GUTTER

t GULF STA 57•65.94

26.67' RT

w z <( __.)

VJ ::J z w > w

1. DIMENSIONS, STATIONSL AND OFFSETS GIVEN AT fACE Of CURB UNLE~S OTHERWISE NOTED.

2, SEE MISCELLANEOUS DETAILS FOR DRIVEWAY AND PARKING BAY DETAILS.

3, SEE REMOVAL SHEETS FOR LIMITS OF DRIVEWAY REMOVAL.

4. SEE MISCELLANEOUS DETAILS FOR CURB TRANSITION DETAILS AT BEGIH/EHD CURBS.

~ PROPOSED SIGN

~ f.X!STING SIGN TO REMAIN

<8> EXISTING SIGN TO BE REMOVED

(X :X'~ -"" EXISTING SIGN TO BE RELOCATED

em PROPOSED DRIVEWAY

C:Ef'J PROPOSED PARKING BAY

<D REFL PAV MRK TY I <Wl 4" (SLOl

@ REFL PAV MRK TY I <WI 12" CSU>l

@ REFL PAV MRK TY I CWI 24" CSLOI

0 REFL PAV MRK TY I <Yl 4" CBRKl

G) REFL PAV MRKR TY 11-A-A

@ REFL PAV MRK TY I IWI 8" CSLOJ

@ REFL PAV MRK TY 1 IWI BIKE SYML

0 REfL PAV MRK TY 1 CWl PEO SYMI.

0 REFL PAV MRK TY I <Wl HANDICAP SYMI .

@ REFL PAV MRK TY I CWI WORD

SUP SHARED USE PATH

0 20 40 ----

PLAN & PAVEMENT MARKINGS & SIGNAGE

GULF BLVD IMPROVEMENTS SHEET ·2 OF 5

PAOJttr Ill,

1" = 40'

,· ......... . :: UJ ;: -' ::·· .... U .. :: ~

1- t

·:: u 1.11 z

I I

I I I

I I I

--- · O E--------- --~ OE ---__:::~---··~· Olf.;'---..:..o...jr-- --\-=------~----·..::::-oc j_-------- -oE _J _ _ ,._

1 ·1!1---·--·· ·~r-?~, :· .. -........... ;: .. -... --!i_-~~~~----~---"!r;:~:.,.-T.:----\----~~---~

VI ! ~ : z : w: > ~ ....... .

wj

~ R7 - 2

QED CfD

s Rl-1

~ ~

I I

•89. 09 I I

--_l!l_----- ----- -- ----- - ~- -+-PROP TxOOT TYI'f. 'f

RAMP <TYPI ------ -- - --- ·e'tiocuR'a& clilrER· ·

( GULF STA 60•50.03

26. 6'/ ' RT

~~ WS-2

R7-2

<[B)

W13-1

Ci]3)

([B)

~ ==c:¢1 ~ ~

I I

00 PAm I I'll

IDHRI 911110 !IV =:>

R7-2a R7-2o

IIGJ ~ [11-i) [g

NOTESt

1. DIMENSIONS~ STATIONS, AND OFFSETS Gl EN AT FACE OF CURB UNLESS OTHERWISE NOTED.

2. SEE MISCELLANEOUS DETAILS FOR DRIVEWAY AND PARKING BAY DETAILS.

3. SEE REMOVAL SHEETS FOR LIMITS OF DRIVEWAY REMOVAL.

"· SEE MISCELLANEOUS DETAILS FOR CURB TRANSITION DETAILS AT BEGIN/END CURBS.

w

BEGIN TRENCH DRAIN STA 59•44.04, 27.37 ' LT

CURB LAYDOWN AND TRANSITION SIDEWALK AT lOt I SLOPE

END TRENCH DRAIN STA 59+44.01, 29,05' RT

I I

~ I I

BEGIN CURB ~ GUTTER 1{. GULF

ELECTRIC A ~

STA 60•89,02 26.67' RT

EXIST UTILITY EASEMENT-~ ~ I I

I I

ST FLOW LINE OF VALLEY GUTTER _ ___________ ...~__ _____ _

TRENCH DRAIN DETAIL !SCALE I "•40'1

SEE MISCELLANEOUS DETAILS SHEET 1 Of 2 FOR SECTION A-A AND ADDITIONAL TRENCH DRAIN DETAILS

LEGEND

113] PROPOSED SIGN

~ EXISTING SIGN TO REMAIN

<2> EXISTING SIGN TO BE REMOVED

(X :X'\ _.:-' EXISTING SIGN TO BE RELOCATED

CR:D PROPOSED DRIVEWAY

Cff1 PROPOSED PARKING BAY

0 REFL PAY MRK TY I IWI 4" ISLOI

@ REFL PAV MRK TY 1 IWI 12" (SI.I>I

0 REFL PAV MRK TY I <WI 24" (SLI>I

0 REFL PAY MRK TY I (Y) 4" IBRKI

0 REFL PAY MRKR TY II-A-A

@ REFL PAV MRK TY I IWI 8" ISLOI

(j) REFL PAV MRK TY I IWI BIKE SYML

@ REFL PAY MRK TY 1 IWI PEO SYML

0 REFL PAY MRK TY 1 !WI HANDICAP

@ REFL PAV MRK TY I !WI WORD

SUP SHARED USE PATH

0 20 40 ----SCALE: I "=40'

PLAN & PAVEMENT MARKINGS & SIGNAGE

GULF BLVD IMPROVEMENTS SHEET ·3 OF 5

PIIOJ£t T 110.

1" " 40'

SYMI.

~mY~~~·29l ~9~m4ooo•o4~W,R2~rn:,ta'oosJoo\ouLrrppJ2. dOn

ExiST MANIIOLF. 'I 0 m: AJl,JU ' 11 ll I TO GllAOL

f.ND ADO -ALl 112 OEGIN ADO-ALT IIJ

~GULF ST~ 63•74,00 I

J: X I ST OVI"fllff AO ll.ECTIIIC

<(

~~=~~~~;~~,~~~~~~~~~-~~~,~~~~~~~~~~~~~~·~~~~~~~~-~~

~ ~==-======~======~=F

0 > _J

ffi F=~~~~~--~~-~~~~---~·~

lL _J ::I (!)

PCC It GULF STA 63• :\?., II

12.oo• nr EXIST IIYDRANT

TO BE RELOCATED

<( .... I­I­ww (/)_J zu .... a:: 0>-< ll..U

r I

EXIST GUY WIRE

I:.HO AOO -AL T n:~ OEGIN ADD-ALT 114

~ GULF STA 66173, 78

------.J-- PC t GULF EXIST ROW STA 66+36.77

12.00' RT

PROP TxDOT TYPE 7 RAMP CTYP UNLESS OTHERWISE NOTED)

END CURB & GUTTER CONmOL POINT TOP OF STI:r.L SP INDLF. IN POWER POLE (GULF STA 63•48."13 30,27 X•4045.7732 I Y•l31b9.9776

EL•G. 76' END CURD ~ GUTTER

~- GULF STA GJ•54.29

27.21' RT

I I --~EXIST UTILITY EASEMENT

fl GULF STA 66•59,96

26.67' RT

~ i 0 <=(>

R7-2 R7-2

<1B> ([B)

<iB>

COfiSTIIUCT TY II CURD ~ GUTTER TO MATCH EXIST CURB S. GUTTER

8 Rl-1

~ ~

~IliA CtlQ£ ·- ] l£llH N.ti$ <=(>

R7-2o

~ @:I]

NOTES:

I.

2.

3.

DIMENSIONS, STATJONSL AND OFFSETS GIVEN AT FACE OF CURB UNLE~S OTHERWISE NOTED.

SEE MISCELLANEOUS DETAILS FOR DRIVEWAY AND PARKING BAY DETAILS.

SEE REMOVAL SHEETS FOR LIMITS OF DRIVEWAY REMOVAL.

4. SEE MISCELLANEOUS DETAILS FOR CURB TRANSITION DETAILS AT BEGIN/END CURBS,

0 qo + ,._ !D

LEGEND

~ PROPOSED SIGN

~ EXISTING SIGN TO REMAIN

(fE) EXISTING SIGN TO BE REMOVED

(X :X'~ -""' EXISTING SIGN TO BE RELOCATED

(E) PROPOSED DRIVEWAY

C>E~J PROPOSED PARKING BAY

0 REFL PAV MRK TY I !WI 4" !SLOI

0 REFL PAV MRK TY I !WI 12" (SLOl

@ REFL PAV MRK TY I (WI 24" (SLDI

G) REFL PAV MRK TY I CYI 4" CBRKI

0 REFL PAV MRKR TY II-A-A

@ REFL PAV MRK TY I !WI 8" CSLOI

0 REFL PAV MRK TY I !WI BIKE SYML

@ REFL PAV MRK TY 1 (\Y) PEO SYML

® REFL PAV MRK TY I <WI HANDICAP

@) REFL PAV MRK TY I !WI WORD

SUP SHARED USE PATH

0 20 40 -----SCALE : 1""40'

PLAN & PAVEMENT MARKINGS 8c SIGNAGE

GULF BLVD IMPROVEMENTS SHEET ·4 OF 5

SCAt.£ PROJECT HO.

I" ~ 40'

SYMI.

I I

I I

I I I

I I I I I I

- .J:: __ j_ ~ ______ ___ i______ ... i .. .._;.-~ ~En--~;-:--~ OE . m:-~--..,..-i i'--···i ;; *

<( ~ J . :

~~~~~-~------· ---~~~~~----~''"~~~~~~~~~~~~~~r-~~~~~J'~·'·-~~c, -~~~~~'-···

~l==:l===~~tt~~~~~============~====~~~~~~~ .... _J

::t:h--'--"~­u

~~~~~~~~~~~~~~~~~~~i~;=~t~~~~~~~~

~~~===~~==:~==~======~=:: Q)

lJ... _J :::> (.!)

I I I EXIST HOW I MILL 1!. OVERLAY 1

1 ~f.XIST PAVEMENT I

EXIST UT II. ITY

I EASEMENT REMOVE AND RELOCATE

.. --~- o-: EXIST llYDRANT I PROP TxOOT TYPE 7 ·--·· - -·------li_; __ J..__ _ __ _ __ __ _ _ ____ JIAMI'_~TYPl __

I I ENO CURD e. GUTTER (!_GULF

STA 69•62,67 26.67' RT

8 ~ Rl-1 R7-2

~ ~

-<{ w -lw H_J >u Za:: ........... (3u :::> 0 Q)

I I .,

·I I

.••.. .. ·· · I

............. 1 I

· · ·-·--· - ·-------i~zu~0

:~~~7~:44•1·7·· ----------· ·-·-'.IATT' EX~ST

"TO . . l ~ ;_ :~~--=-\1'~--~--i ___ . --........ ftft,..,....

..... z w 0 0:: < (.!)

. i ! '"" GUY WIRE I ..

' /.. M"~: .... 69 EXIST UTILITY EASEMENT -411, : I ;· • •• 1 ::!6 67 1 RT 16' .

I . . ..-r~

1------------- ---··-·--··--,j I

w

ln.G\I'NUfJ\ c.mr- 1 lf.Alll IIXFSS ~

~

· I · I

NOTES:

1. DIMENSIONS, STATIONSL AND OFfSETS GIVEN AT FACE OF CURB UNLE~S OTHERWISE NOTED.

2, SEE MISCELLANEOUS DETAILS FOR DRIVEWAY AND PARKING BAY DETAILS.

3, SEE REMOVAL SHEETS FOR LIMITS OF DRIVEWAY REMOVAL.

4. SEE MISCELLANEOUS DETAILS FOR CURB TRANSITION DETAILS AT BEGIN/END CURBS.

LEGEND

IE] PROPOSED SIGN

~ EXISTING SIGN TO REMAIN

Q3) EXISTING SIGN TO BE REMOVED

(X :X'-- ;;/ EXISTING SIGN TO BE RELOCATED

CKTI PROPOSED DRIVEWAY

CJf"l[J PROPOSED PARKING BAY

0 REFL PAV MRK TY J (WI 4" CSLOI

@ REFL PAY MRK TY J IWI 12" CSLOl

@ REFL PAV MRK TY IWI 24" CSLDI

@ REFL PAV MRK TY I (Y) 4" <BRKl

0 REFL PAV MRKR TY II-A-A

@ REFL PAV MRK TY IWI 8" ISLOl

0 REFL PAV MRK TY I IWI BIKE SYML

@ REFL PAV MRK TY IWI PED SYML

0 REFL PAY MRK TY I IWI HANDICAP SYMI.

@ REFL PAV MilK TY IWI WORD

SUP SHARED USE PATH

0 20 40 ----SCALEt I "=40'

F-928 _, _____ · ,._:;_!

%f~ PLAN & PAVEMENT MARK INGS

& SIGNAGE

GULF BLVD IMPROVEMENTS SHEET ·5 OF 5

SCAI.£

I " = 40 '

PARALLEL PARKING BAY DETAILS -- --- ·-··-·-·-· PLAtl ANil f'ARKJNr. flAY POINT I PROFILE NUMIJW Sllr.ET SlA OI'F (f"ll -·--- -··· ----·· I OF 5 9- 2 49•16. Jl 7.1 --·--- -·----·----

I 01' .. ·' !1 - J 50•90.7.3 21 --· .....

I Of !i 9- 4 !i7.•1 '/, 93 7.1 2 Of ,.

,) 10- 1 !\1• l!i. 95 ?.I -----· 2 or 5 10·· ?. 55•17. 16 7.1 -· 2 OF 5 10-J 56•!11. 00 7.1 ·-·--J OF ,. .l Il - l 58" o. 75 ?.I ---· J Of 5 11 - 7. 61•1'1.09 21

··-4 OF !.i 1?.- 1 64•20. II ?.I ----- ··--· 4, 5 OF 5 12 -7. I J - I li7 •17. 40 :i!l - ----

( GULF OLVO '----,..!1;;-,l'~--· X y I

4SOWIC~ 4-..:......-:

4~ I~

I'OINl 2 w lfTI -- -:il'A orr <FTl -····-··· 50•16. Jl 7.1 100

51 •36, 7.3 21 10 ---57.•3'/, 93 7.1 20 -54•35.95 7.1 20 --· 55•57. 16 ?.1 40 --··-57•37.00 7.1 40 ·---60•10.75 21 200 -··-62•3'/, 09 ?.I 120

··--· 65•7.0, II 21 100 li7•97.~0 21 00 -·- -·

TOTAL PARKING SPACES .

{. IJHIVEWAY

EX I_ST.J!QI'j ~ -~r-.f. XPAN; I~

DRIVEWAY DETAILS ---· .. _ ...

II Of SPACES

PLAN ANO DRIVEWAY PHOP WIDTH SIDEWALK PROP EXIST SURF PROP SURF PROF ILl: NUMRF.R STATION IFTl WIDTH! X LENGTH, ISllX TYPE TYPE SHEET 1FT Y (FTI -- -

5 GllLf lli. VO ,_ .... .. -··· 2 I OF 5 9- 1 50•43.49 20, 52 ----- 5 1?.81 8.75 CONCRETE CONCRETE --I I OF 5 9-2 50 t70. 70 20. 65 5 12. 81 9.69 CONCRETE CONCRETE - --· I I OF 5 9- J 52• '/J. 5·r 22.14 5 6.00 24.96 CONCRETE CONCRETE -2 ? or s 10- 1 53•58.68 69, 66 5 12.82 6.99 CONCRETE CONCRETE

2 ? OF 5 10- 7. 55 •93. 16 45 . 17 5 12.82 7.82 CONCRETE CONCRETE.

10 ?. OF !.i 10-3 56•54.66 47 . 14 5 1?..82 10.16 CONCRETE CONCRETE .... 6

3, 4 OF 5 I 1- 1 I ?.-1 6?.•61. 49 10, 62 5 12.83 7.63 CONCRETE CONCRETE - · 5

4 36

4 OF 5 12 -2 63 •03. ·ro 26.25 5 12. 83 - 3. II ASPHALT CONCRETE --·-"or s 12- :S 65 •80,48 85.59 5 14.84 0.35 ASPHALT CONCRETE -· 5 OF 5 13 - 1 68•7 1. 66 95. 23 5 12. 84 8.12 CONCRETE CONCRETE .. .

~- GULF BLVD Li(

... "" SAWCllT ~: XI ST PAVEMENT J l:u-. FOR VALlEY GUTTtll

n· <(

>

~~ JOINT

1----~ ~~~~:~r~~-~ ~ .

'"'' ,,__ __ . _ ____ _,3_~ •. 5'. _ ______ _

0 -

l INSTAI.LATION 2. 0)( Sl tY.l :~

....... l:!~.~~~~. H~!.H ...... _ -~ -==--::1 .................................... ... t .J. s~~~ ~~i-

DRIVEWAY ELEVATION VIEW NTS

~- GULF RI.VIl 4: PARALLEL PARKING RAY _ __ _ :_-}_r:· -- -----· >-n: * * LIP Of' TY II ,.,.... CURD & GUTH.Il

-+ ;., ::J~ l+ l+ FACE OF TY II !:! ;!c, 1 CUIIH 1!t GUTTER

PARALLEL PARKING BAY NTS

PLAN VIEW

(( GULF BLVD I 12' s· 5' ' LANE PARKING SDWK

VAR j

t BAY

i ~ 8"

SAWCUT EXIST PAVEMENT -=l FOC _::: +-FOR VALLEY GUTTER I J ..... ~::~~~fii:~..... ___ 2• OY.

1l JM'i .................. _ .............. c: ___ t

... l .................. ~~~~~~J....... TV I I I I I I, GUTTER CURB ~ ~

** PARALLEL PARKING BAY

NTS

;., VAll rY GUTTER

DRIVEWAY PLAN VIEW NTS

PRIME

ROADWAY 9'

c--i~-r· --{ll~ ~ •• ;;-"'""'"= l t-- i=-

24'

l ON SLOP£ 7" TRENCH OJfAIN

15' -6''

- 6"CONCRETE MIN

TRENCH DRAIN DETAIL ELEVATION

9" 14' 4----LIMITS OF PAVEMENT RtCONSTRUCTION

4 MIN·~ LIMITS OF PAVEMENT RECONSTRUCTION

l

~~~~~~~~ ~~~0 ::::::~ E i SU8GRADE

6" 5"-6.25"

MINT "I M~N

TRENCH DRAIN DETAIL SECTION A-A

(fACING UPSTREAM!

NO TESt

I, DRIVEWAYS SHOULD EXTEND TO THE LIMITS SHOWN IN PLANS UNLESS DIRECTED BY THE ENGINEER TO TIE INTO EXIST DRIVEWAY JOINTS WITHIN ROW.

2. PLACE A Y2" ASPHALT BOARD EXPANSION JOINT ALONG THE ROW OR END OF DRIVEWAY RECONSTRUCTION AND DOWN THE CENTER OF DRIVEWAY IF NECESSARY,

ELEVATION VIEW ** SEE TXDOT STANDARD CCCG-IZ FOR MORE INFORMATION.

ASPHALT PAVEMENT SECTION <TO BE USED AT PARKING BAYS)

NTS

3, CONCRETE DRIVEWAYS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS FOR RESIDENTIAL AND COMMERICIAL DRIVEWAYS.

TRECH DRAIN NOTES•

I. SEE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

2. TOP OF GRATE MUST BE INSTALLED FLUSH TO 0, 125 INCHES BELOW FINISHED GRADE. BEVEL CONCRETE TO TOP OF GRATE IF BELOW FLUSH. GRATE INFLOW AREA SHALL BE A MINIMUM OF 0.25 SQUARE FEET PER LINEAR FOOT. THE GRATE BARS SHALL BE TRANSVERSE TO THE ROADWAY AND ALL GRATES SHALL BE BICYCLE SAFE, IN AREAS OF PEDESTRIAN TRAFFIC, GRAT1~S SHALL HAVE OPENINGS NO GREATER THAN V2 INCH WIDE,

MISCELLANEOUS DETAILS

GULF BLVD IMPROVEMENTS SHEET ·I OF 2

PIIOJtCT 110.

1" = 40'

I'AVER PATTERN·-10 FOLLOW 2'

TANGENT ARCS,~ SI'ACEO AI

AI'I'IIOXIMATELY 3,5' INTEHVALS

MILL & OVERLAY DETAIL NTS

X M CONTRACTOR TO Vl"lll f Y I'OS II I VC 0111\INMlE WdNIAINI 0 .

L ·NOTE• OI:.ACII fillS WAY- ' 6' -- .~:::::::==~1---.

•'.

1ii1 ll i:MOVAL Of fXISTINC: PAVIMINf WI.ST 01 VALLlY GUHIII ANil/011 CUIIIl IS INCLUDEil FOR PAVLM~Nl IN "IAILL ASPIIALT PAVEMJ:Nl'"

I 2" COilCill Tl EDGE W/114 OAIIS " 6" c c GI.OHXTILE OVER PIPE

I'AVESTON[ CONCRETJ: I'AVH! 1011 AI'I'IIOVEO EQUALI J 1/8" IOO~VAl MINIMUM TIIICKNESS

,l;l[ODING SAND APPROX I" 10 I ·Y'2" 125-401JMJ

G" IIIGII EARLY STRFNGTII CONCRETE OASE W/R1 AAHS AT 6" C-C

I' AVER F IELO AI COMPACTED SOIL

r i l • [~PLACE VALLEY GUTTER ON EXISTlNG BASE ~ MATERIAL. IF FINAL SURFACE OF BASE

- · MATERIAL IS DISTURBED, CONTRACTOR TO CORRECT SURFACE IN ACCORDANCE

· · WITH SPECIFICATIONS FOR NEW BASE. CONSIDER ANY CORRECTIONS SUBSIDIARY

EXPANSION JOINTS • 20' MAX TO PAY ITEM fOR CONCRETE VALLEY GUTTER TRANSVERSE JOINT ~ 10' MAX STEEL W3 • 12" C-C 3000 PSI CONCRETE

VALLEY GUTTER DETAIL NTS

NOTES• CHHfiAL ARC TO RE RI.UE PAVERS. OUTEI! ARC TO BE ANTIQUI; PEWTER THAT 7RANSITIONS TO "CAST STONE" I' IJ"LD.

BRICK PAVERS ON CONCRETE BASE NTS

I. SIDEWALK REINFORCING SHOULD BE #3 BARS ll 6" C-C. IF CONCRETE CURB 8t GUTTER IS AGAINST SIDEWALK, JOINTS SHOULD MATCH.

PAVEII NOTES•

PAVESTONE HOLLAND STONE II PAVERS lOR APPROVED EOUALJ Till CKNESS1 00 MY OVERALL COLOR MIX: 40¥. CAST STONE, JOY. ANTIQUE PEWTER, 30¥. BLUE,

____ _j~~~~~~~~~~l__:PI~.A~TINUM MIX

CONCRETE CURB tit GUTTER

NOTE I

CROSSWALK PAVER PATTERN

NTS

PAVER PATTERN SHOULD MATCH EXISTING PAVERS ON GULF BLVD CROSSWALKS. CONTRACTOR TO PROVIDE 5'X5' MOCK-UP OF CONCRETE PAVERS FOR CITY APPROVAL PRIOR TO INSTALLING CONCRETE PAVERS.

*WHERE SIDEWALK IS ADJACENT TO BACK OF CURB, SIDEWALK PROFILE TO FOLLOW 1011 SLOPE OF CURB LAY DOWN

* LA YOOWN CURB AT I 01 I SLOPE ITYP)

~GUTTER PAN IWHERE APPLICABLE)

ELEVATION CURB LAYDOWN DETAILS

NTS

1, -4"

FACE OF-CURB

F~~I BASE

IF TYPE II CURB/CURB AND GUTTER IS INSTALLED ON EXISTING BASE, CONTRACTOR TO COMPACT EXISTING BASE ACCORDING TO BASE SPEC IFICATIONS. PLACE CURB/CURB AND GUTTER ON EXISTING BASE UATERI AL. IF FINAL SURFACE OF BASE MATERIAL IS DISTURBEOL CONTRACTOR TO CORRECT SURFACE IN ACCORDANCE WITH SPtCifiCATIONS FOR NEW BASE. CONSIDER ANY CORRECTIONS SUBSIDIARY TO PAY ITEM FOR CONCRETE CURB/CURB AND GUTTER

8" 12"

,{ HMA

FLEX BASE

8 " 12"

CEMENT TREATED CD CEMENT TREA TEO SUBGRADE SUBGRAOE

TY II CURB & GUTTER (SHOWN ONNh~W PAVING!

TY II CURB NTS

CURB DETAILS <SEE TXDOT STANDARD CCCG-12 FOR ADDITIONAL INFORMATION)

2. CURB AND GUTTER JOINTS SPACING SHOULD BEl 10' MAX FOR TRANSVERSE JOINTS 25' MAX EXPANSION JOINTS

MISCELLANEOUS DETAILS

GULF BLVD IMPROVEMENTS SHEET ·2 OF 2

SCAI.l

ll IXI SI !.UNSrT DR

I I !iO' IYI'I CAL --·--------- ----:!!r"-x·lsfRow-· ----------

~------------~------- ______ _;;.:?.~---------10' 10'

~I I. AN( I MIL 18

gi ' t ~~ I VAIIIr:s - -- VAfltF.s j _ v~nu:s - - VAili Es I -·- ·-·- -- ·-~----_c:~: .. -==·-~~;-:.:,~s.-- -· -·--- ·- -- ---

SUNSET DRIVE EXIST TYPICAL SECTION STA 10+59. 72 TO ?0•31. 10

It PROP SUIISET OR

I 50'

o ---:r.""x~ls=-=r~t::::lo::::w-------------·:

!---------'rs_,__::..s·_____ + _______ ----!2~6::...:. s~· ·-------j 0 20' ! ROAJOWAY I

~0 :~

~l ~~~ ~ ·- l~~·r • ,~ l~~E 2~ s~~~!-t\ !~ lj' I i~ : ' t SAWCUT EXIST DRIVEWAY I TxOOT TY II ll AT EXISTING JOINT

: OUTlER PGl ·-\. I I TO REMAIN CURn AND

1 []EXIST DRIVEWAY

I .. _V.Afills_ __ .. ~~:~!1~--=~-~~-~ _lo ~- - ~fllE..oi.

._ __ I

I.

I

""' ~,

ti· Ej

LJI - 2" TY 0 IIMAC CONC VAI.I.H II PRIME COAT GUTTER I'

- - G" CRUSIIf.O li/AESTONE BASE -- - -8" CI·MENT STADILllEO SUBGRADI:

SUNSET DRIVE PROP TYPICAL SECTION STA 10+59.72 TO 11+44.00

~ PROP SUNSET OR

I 50'

EXIST ROW 23. 5' I 26. 5'

28' ROADWAY

2' 12' lANE

l 2" TY 0 HMAC J I ..

PRIME COAT J.2: 6" CRUSHED liMESTONE BASE

8" CEMENT STABllllEO SUBGRAOE

SUNSET DRIVE PROP TYPICAL SECTION STA 11+44.00 TO 20+31.10

• VARII:S FIIOM 10.95' TO 12' STA 10•59o72 TO STA 11•00,00

wa VARIES FROM 1.5Y. TO 2.0Y. STA 11+44.00 TO STA 12•50.00

<BMAC) TY' 0'

BASE - CRUSHED LIMESTONE

~ CEMENT STABILIZED SUBGRADE

ASPHALT PAVEMENT RECONSTRUCTION SECTION NTS

<FOR USE AT SUNSET DRIVEl

TYPICAL SECTION AND PAVING DETAILS

SUNSET DRIVE IMPROVEMENT FULL RECONSTRUCTION

SHEET ·1 OF I

SCAlf f'fii)J£CT fill,

1 II : 20'

0 C\1 + Ill

1-w II) z :::> II)

I I

\

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)> 0

~ :

~ ·.:

\\ 0) I

, . 'ra~M~~~,t6"~ o.- __ · -

l 5UN5[1 ! :- -. STA 10•59.72 •

.._.- --·- .. __ .. --------- . --- -L ... II ·

: 10•00 .. .. . : \\ ..

•:

..

llEMOVE SLOT DRI\IN-

~~~~~==OL.~==~-----­-- -----...,

I I

\

'\ ' ' \ \ I I

\ ' ' \

F ILEHAI.I£1 01 \0692HOOO•Gul f•Rehoba\Oea Qn\SIJIInnvOI, dOO PLOTIEOI 2/1712015 Joi91J5 PM

0 C\1 + I()

[

FXIST ROW - !i. SUNSET ______ ...... -- .. -------- ... -- ....

:~ •.

c -- r -c

' I \ I

' \

,,.; A •

a .:1 • ..... .._ .... ..,l~.r r .- -- ---- -- -- ·. · .1<------~----J.t --- ---- - - -----~ • ....,_..Jl!'-=- --· ..-- . --~~,.;;--0!~ --~·'')"'~...uo~-:: .. ..... :..,.,._~~ :::!::~~ki'MTiF. 0:: ..__ ·' ·"y. 0

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: , 1-* . , w

' I \ ' I \

.. :I: ( ~

\ ~ \ ~ ' \

0 ::0

0 ,..

0 25 50 ~ I

SCALE: I "=50'

LEGEND

~ REMOVE ASPHALT PAVEMENT

E] REMOVE CONCRETE DRIVEWAY

~ REMOVE PEDESTRIAN RAMP

-@£)- PROP SEDIMENT CONTROL FENCE

~FLOW ARROW

NOTES I

I, CONTRACTOR WILL BE REQUIRED TO PROTECT PALM TREES SHOWN TO REMAIN.

2. CONTRACTOR TO PROVIDE 15 LF OF SANDBAGS AT DOWNSTREAM INLET JUST NORTH OF SUNSET DR.

J. APPLY SEEDING TO DISTURBED AREAS WITHIN ROW, SEEDING SHALL BE CONSIDERED SUBSIDIARY TO PERTINENT ITEMS.

EROSION CONTROL DEVICES SHOWN WILL BE CONSIDERED SUBSIDIARY TO PERTINENT ITEMS.

EROSION CONTROL PLAN AND REMOVAL LAYOUT

SUNSET DRIVE IMPROVEMENT FULL RECONSTRUCTION

PIIOJ£Cl 110.

1" " 50'

.. ....

....... ~ ....

-~ . ~· . • .. ::.: .. . ·'

•, : ' .. ...

' \ ~ ~ \ ~ ~

\ EXIST OVJ:RHF.I\0 J:I.F.CTRIC DCGIN TRANSITION

OCG IN CURfl ANll GUTTEil I{ SUNStr

, , sr~ 10+59,95 : ' 12.28' I.T ~ "-. , ·- OEGIN PROP PAVWJ:NT ~-EXIST ROW ·. ''-.._ fl. SUNSET . , ·-EXIST EDGE :1 , STA 10•60,02, 10,95 LT OF P~VEIIEtH I• ·- M~TCH EXIST '

\\ ------ .. END TRANSISTION ---- - -

c l SUNSii.T STA II •OO. 00

IJ,JJ' LT

-------·----- 0 ID +

: s 89' 55' 00.00" 1:. : : .--· - --- --- - --- -.-..-- -10•00 : :

Xlo

.... ...

' ~ :· : Ol

~ ... . ..

. .

. . . . . . . . ·····: ·· · ·· · ··· ··· ··r ·· ·· · ···------~--------------r·--·-------···r· ·· · ······ · ·· · ~······· ····· ·r ····· · ···· : : . . : 1 . ;

BFGIN ADD- All 111 .\_/ ( SUNSF.T :

s~~r~~~~~i~~ : CONCRETE APilON \ \ •i

~~~~~~ ..: . 0:: 0

~ :

TY 5 PfO IIAMP + -\ ~

IIEGIN CURO f.c GUTTER . . 'i. SUNSET

S)A 10+45.441• 4 1.66' RT ; ·rATCH EXIST

It SUNSET STA 10+52,81, 40.89' RT

. ' . . . 15 '"' 'i''"""'"'''f"'"""""T"""'""' ~ "' t ""' " ' ' ' "[ " " " """"i"""""''"f"""" ""'T"""""'"i""'"'"""~•"'"'''" '''~''"'" ' '"'"!"""""'" " '"'"" " "

! BEG (N PROJ£Cf ~ ! l ~ ~ ! ! ~

0 10 20 ----SCALE: 1"=20'

LEGEND

~ EXISTING SIGN TO BE REMOVED

(X :X'\ _.,.,. EXISTING SIGN TO BE RELOCATED

0 REFL PAY MRK TY I CWJ 12" (SLDI

@ REFL PAV MRK TY I IWI 24" (SLOJ

NOTES I

1' 8I~~~sl~N~AC~T~~ 1gtl~~ ~~~E~;Fgi~~RWISE

NOTED,

2. SEE DRIVEWAY SUMMARY SHEET FOR DRIVEWAY DETAILS •

J, SEE REMOVAL SHEET FOR LIMITS OF DRIVEWAY REMOVAL.

4, BURIED UTILITIES EXIST WITHIN CORRIDOR, CONTRAC TOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION.

' ' ct SUNSE'T ' · · · · · · · ... ..I.!L... : : : : : : : i ... i ......... sr~ .. to•s9~:72---- - ....... ~ .............. l ... ......... .. L .... ......... L ............ ~ ............ .. ; .......... .. .. L .. .. .. ....... L ........... , .............. , .. ........ .. . .............. : ... .. ... ""T""""""'~ '""'""""~""""'"'"!"'"""" "l" ........... , .............. ! . . .. : CON~~l¥~. f~A!~ : : i ! 1 ! i . : : : . . . .

...... .. .... .. t .............. f .............. ! .............. ~ ............. -f-........... .. ;... . ... ~- ..... ... .. .. f .. ....... ... .. ~ .. . . !·····-........ !·········· .. ~ ....... .. ..... f .............. f ............ .. ~ .............. t ............ + ............. f" ........ .. .. ; ............. r ........... -r--.................. ~ ... ... ._ ________ ._ ________ .:..F-'·B:::2.::8~

~ : : : : . : .· ............. T .... -__ ·_· .- .- ~.-.~ -- - ... -... -.-... -r· _r, .. 7 .-.. -.. -.. -.. -.. -.. 1 ... ;_. __ -.. -.. -.. -.. -.. -.i.~-----~-------~--- : ... ' ............ ..: ... · ...... ...... .. i ... ............. ~_i: .......... g~::~-~~ .. ~~~J ... :·-~~--~~~~.-.c-~~~~.c~~~ .. ~~-;~~~ ....... : ... : ............. r -d.j, J Atl~ . .. .. . ~ .. .. . - .. . i .. ........... 1 ............. -r .. ........ T ..... ........ , .............. f ....... ....... :.. .......... E~{5t ~~2~~~J/.. ; 1 ~ ; 1 l ~~~ ~ ; PRhP SUNSE+ DR ; ... .. . ~.. .. .. 7J.15awv~·

1---S-U_N_S_E-~-L-:-:-;-:_E_:_::-·:-~R_;~-n:-E-M_E_N_T----1 . ' ! l ! . : ! ~ : : : · : : · : : : : : FULL RECONSTRUCTION

::.~' j :,_~ ' ;~ 1 !:t: ~;~ ~!::l :;lg : g:"' : :t:l~ ~ SHEET ·I OF 5 !p-j ;N N~N N~N N~P'i N:,..; N;M ,; - r 5 sell[ PAOJtcr NO.

5

-15

10+00 ••~oo I" ~ 20'

15

' I I I ~--;t:XI~;J

: .. --- f I tr.· I -·· I I

I h$rMI Nl

0 -·- · ________ .] ______ L ______________ t:·: _·,~ -U)

+ --B -- - ·-- C: -- .. _. __ -- ·----· C

'-{ow 2-1

¢..SUNSET STA I I •64. JJ EL•2,83

OEGIN CURD hNO GUTTER t SUNSET

STA 13•~5. 73, 13. 33' LT

--- -------------------------- --------c;ow _2 - 2 J_~

R7 - 201A

<ED

--- C - . I::NU CURD ANO- GUTTEJC PROP FOC · \ ¢. SUNSI:T

-\ 5Th D•52.JJ, 13.33' 1.T

IH-201A

<ED

\ \

, '

.. ····· ·:· ·· ····· ··· ·- :······· .. ·· · ·~ · · ... ... ... . ··: : .. .. ... ·····. ·?.. . . .... ... ·:· ... ..... ... ·:·· .. .. . .. . .. ·•· ···· ···· . . ... .. ; .......... .... :··········· .. -~ ............ .. ; .. ............ :····· .. ·· .... ·: .. .. ..... ·--:·········· · .. ·: ........ ...... ..... ~.~ .... . .

' = ' ' : : · · · · · : ! : I 1 I ' ' ...... .!!? ........ ....... .. :

0 10 20 N; I

SCALE: 1"=20'

LEGENQ

<8> EXISTING SIGN TO BE REI.COV£0

(X :X" _, EXISTING SIGN TO BE RELOCATED

0 REFL PAV I.IRK TY IWI 12" ISLOI

@ REFL PAV MRK TY I <WI 24" ISLOl

NOTESr

I. g~~~~5l¥N~AC~T~~I~~~b ~~~Eg~F~i~~RWISF.

2.

3.

4.

NOTED.

SEE DRIVEWAY SUMMARY SHEET FOR DRIVEWAY DETAILS,

SEE REMOVAL SHEET FOR LIMITS OF DRIVEWAY REMOVAL,

SEE INTERSECTION LAYOUT FOR HAVANA OR DETAILS,

5, BURIED UTILITIES EXIST WITHIN CORRIDOR. CONTRACTOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION.

. ... . : .i ··········r , ... ~:~i'F~j\ -r : . . ... , : r + ·-r : ·-r···J.L .. . . . . : . . . :-l.-... \ : . .. ............ ~ .............. ~ .............. ~ .............. ; .............. ~ .. ...... ... ~ ........ ...... ; .. .. .. ........ ~ ................... ~ ..... ,_ ________________ ...:.,_=.:~ ·-······-r· -~-~-~-~--~- ~-c~-~-~--- ~-~-! ~- - -~----- _L ~ _-_ --~-~-J~-~-~-~-~-~-~ ~- ~-~--~-~-~-~ ~.-- --_- -- ~-----~- - -.. ~-~- ·:-~· -- ~-:·~--.--· -- ~- ~-j ~ . ---- t ___ -. _ _ ___ __ ~ _ _ _ __ ~ - ______ -~ _____ -~-______ -~ ______ ~--- ----~- _____ ~ ______ _ 5 . ····r·········· - ·; . .

: ! C?O· 30 Y. i . . ...... l .............. ! ......... ..... t ............ + ............ f .............. f ......... ..... t ........... §!~ ............ r ....... ..... + ........... + ............. i .............. r .... ........ + ............. ; .............. t--- ........... 1 ..... ............... 9. .... . 0 . ·--·. ··~ ........ .. ... -~ · -· .. . . ·····- - ~ ............ - ~ .... . .

i ! PRO~ SUNSET bR ~ ~i\i1 . i i ! :

....... :········· ··t .... · .. ······t· .. ···········r···········"·!···· .......... f ........ ·····f· ·· ···········f····· .. ···· ···t··· · ···· ·· · ·T~-.......... -t······ ··· ·· ···t··········· .. r· ......... ili··· ···· .. ···:·········· .. ··[·· ······· ··· ·[····· .. ·····-t· ............ t··············t ............. t .. .. ······· ···t·········· .. ··;· ............... ~~ ...... t------P-L_A_N_..:.._&_P_R_O_F_I_L_E ____ -1

: . . . : • : : : : : : : Cl! : : : : : : : :

...... :~ ..

···· .:-J ~ .... · ... ··· · ..... .t. ...... · · .. - ~ · .... · ···· .... ; ... · .......... ; .............. ~ ........ ..... ·: .............. ; ............ ..t ............ .. ; .............. ; .............. ; ............ .. 1 ........ .. .. .. :- ... ..... ~~~ ............ ~ ........ .... -i ....... ....... ~ .............. 1 .............. r .............. 1 ............ .. 1 .......... ) ...... ... .. .. ; ................. :.l.9. .... ..

NO 00

: : : : : : : : : : • ! : : :

m 1~ _.,. :: .,.- o :o 1 ~:o : N!o ; m:o ~=~ : o!o : ~=~ N ;~ ; m!~ o :- ~:~ ! ~~~ ~ : o : ~:o ~=~ ~!o : ~:~ ~ ;~ : ~:o

M;n M;~ M;~ M :~ ~ ;v ; ~~~ ~;n ~~~ ~ ~~~ ~~~ ~!~

12•00 13•00

~"' ,__ ,.j .;-15

14•00

SUNSET DRIVE IMPROVEMENT FULL RECONSTRUCTION

SHEET ·2 OF 5

I'AOJ£CT IIQ,

I" " 20'

I NO Cllllll AUO r.UT Till ~ suusn

STA 14t6(!.!)6, IJ.3J' LT

-___ ·row 3-'f -·------·-g)· ..... ___ _ ... --· -· ---· q' - :

j:. .;' - - -------VJ • EXIST EDGE OF PAVEMFNT ·- \ w Z Ill' GIN CUHO AND CUTTI:R · -•~ ( SUNSLT -' STA 14•41.00, IJ. 33' LT

OEGIN CUilO ANII GliHrll { SUNSEt

Sill 15•40. !i2, 13 . JJ' LT

OECIN cuha IIND!ClJTTI'II·-: ot_ SUNSU

. STA 1 5 +91.~0, JJ.:JJ' LT

F.ND CURB AND CUTTER t SUNSET STA 15+99.82, 13.33' LT

. . ... .... . .. . . tPRci~ VALL£'i' 0000 ~ .... .... 00 •

ll[ GIN Cllllll ANO CUTTER ~~~~U~~~~ AtiO GUHI.R N~.·t --·rNO CURB fiNO CUTTER CUTTER <TYPI BEGIN CURB AND GUTTER ( SUNSET STA 14•97. 37, 13. JJ' t.r 1{, SUNSET ( SUNSET

STA 14•9?.'(?., IJ.JJ' LT SUNSET OR s 89' 55' 00.00" [ STA 15+40.20, 13.33' LT STA 16•39.38, 13.33' LT

- --~ ~uNsET .. .J -- -1'5!0o- -- - -- - -- - ~~ - -- - -- • ~"'SJ "~': QF •:•:~~·~·· =-. --. = . ~ j;;;;;~:;;.;;,;;;;;;;~~:;:;:;;:;;~;J·-- Ill _, _____ .,__ .... .. ..... .. ...... oooooo-:..:.,=· "::."::.:~~ ................ oo .. oooooooooooo.oooooo-.......................... 0

= == ::j . PROP 1'0~~---- - . -- -·-- -·---·- --·--- 1-

W ·-----------+-- ----- ------------111) PO I'ROP 5' SIDEWALK <TYP> S - \ :r :··· ~--···· · --- ~,~- or_-__ f"'[~U)

'= -- ~~~IS~::;;~:~,-=, , , . ,~[;\,~ ---. } . ---~:-:-::=-::-:-:-- c......:-- --=-=-----:------- .....J..J ---

ELECTRIC

R7-201A

<ED CB>

....... !~ .... .. .. ................ .. . . ; . . : . t5 . . ... r ........ .. .. f" ......... ... :.... ... . : .............. f r ............ f" .......... .. f... .. T ...... .... oo[oooo oooooooo .. : .............. r-..... ........ ~ .............. r .............. t .... ............. .... ... ..

10 '

SCALE: I "=20'

LEGEND

20 I

(g) EXISTING SIGN TO BE REMOVf.O

\X ::X" -""" EXISTING SIGN TO BE RELOCATEO

0 REFL PAV MRK TY <WI 12" (SLOI

@ REFL PAV MRK TY <WI 24" CSLOl

NOTESI

'· g:~~~Sl~N~AC~T~~Ig~~~~ ~~~E~~Fgi~~RWISt:: NOTED.

2. SEE DRIVEWAY SUMMARY SHEET FOR DRIVEWAY DETAILS.

3, SEE REMOVAL SHEET FOR LIMITS OF DRIVEWAY REMOVAL.

4. BURIED UTILITIES EXIST WITHIN CORRIDOR. CONTRACTOR TO LOCATE UTILlTIES PRIOR TO COHSTRUCTlON.

•. _ .•. _ .•. _ .• _ •• _ ••. _ .•• _[_ •. _._~_~·-~_~. ~:~n_L .•.•...••. _.I_······... . ............ , .... ..... r .......... :· ... . ...... r············· :·········· ... r········ . ·-······-··········· .... ········ ... , ....... ······r···· ·:· ······· ... ,............. .. .......... ,.. . . . ... ,_ ...... ········ ........ ........... ... . ... !:······ ·-~· ........ . ey .. . ~~~J_~~~-;;-~-=~=;·l~ " ~-\~~-4-.::...::,:=~~~oo.:;· ~~t::_".:;·~:.;·~.:;·~.:;·~·.:;~·~j~~·~~·~: ·~"~"~":;_'.'~~ ·~:.';.:::::." ::.~·::.: ... ::. .. +~~~-~;,:; .. ~·::;:;:~·:::.;·.:.~t;_;·:.~· :~· :::;~·:;,:·:;,~·~~f_;::.'_;: .. ;;:~·-;;: ... ; .. _~ .. -~ .. ~; ._~ .. -~ .. -~ .. :~·;_~·:~·:f!:~·:~·.:::;·::::·:.::;·:.::;·:.~·:.::;·:.::;·:.::;·.:~·.:·~.:·;::.:·~j:::.:·:::.:·=i.:;f:·-~; ~~· :-~-~~,~~ .. -~;.-;e"'~.'~~;~~~~;~~.:.:0~·~~-~1'~f·.::;·.:~·=~· ·:;. .. ·:;,00:.;;";,;:00:=;.:.·~~::,:; ·::,;•·:,:•-:.;-:,:-:::;-~~~··~··~··~u~u.:.~··lo:oi"ri ·~"~",;.:",;.:••:..:." :..;."~' : .,_ ........ _i""'""-'"::..;"::..;-;..---1 t---------_.... ________ ....:_~.::..j

.. . oo.!Q 0

siA • 15•6~. oo :z : 00 .. . .. !? ... ..... .. ... . i·· .... ; .............. ; 00 ........... ; ...... . ...... . ; .. .. .......... ~ ........ oooo .. ; .... .. ........ ; ......... .. ... ;.oo ........... : ....... .... .. ; ....... oo .. ... ; ... ... oo. oo .. . t ... oo oo .... ... ; ..... oo .... ~~---~--~:-~~r. .. oo ......... ; ........ .. .. .. ; ......... .. s[~.--......... ; ......... 00 .. . ; .. . . .. .. . . .. .. ; . .. .......... .... J> .. ... ..

~ l ! j : 1 i i i ; l : ! : i : . §!§ ! 0

:

: : : , PROP SUNSET OR : : : : : . : . : . : . . _.:111 : • :

cL · " T .j . " .. ''~ ' T i L ··r '·· ·I •··· ·c····f·· ·t ... ··:· ·t + iii : ·r· ··t cL PLAN 8c PROFILE

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REFL PAV MRK TY !WI 12" !SLOI

REFL PAV MRK TY I <WI 24" <SLOI

NOTES:

I .

2.

3.

4.

5.

g~~~~sl~N~AC~T~~~g~~h ~~~E~~Fg~~~RWISF. NOTED.

SEE DRIVEWAY SUMMARY SHEET FOR DRIVEWAY DETAILS.

SEE REMOVAL SHEET FOR LIMITS OF DRIVEWAY REMOVAL.

SEE INTERSECTION LAYOUT FOR TROPICAL DR DETAILS.

BURIED UTIL ITIES EXIST WITHIN CORR IDOR. CONTRACTOR TO LOCATE UTIL ITIES PRIOR TO CONSTRUCTION •

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SUNSET DRIVE IMPROVEMENT FULL RECONSTRUCTION

SHEET ·4 OF 5

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ADJUSTED TO GR/101:

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NOTESI

I.

2,

3.

4.

g~~~~Sl~N~AC~T~~~g~~h ~~rE~~Fg~~~RWISE NOTED,

SEE DRIVEWAY SUMMARY SHEET FOR DRIVEWAY DETAILS.

SEE REMOVAL SHEET FOR LIMITS OF DRIVEWAY REMOVAL.

BURIED UTILITIES EXIST WITH IN CORRIDOR. CONTRACTOR TO LOCATE UTILITIES PRIOR TO CONSTRUCTION.

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SUNSET DR PROPOSED TYPICAL RESIDENTIAL DRIVEWAY SECTIONS

WITHOUT SIDEWALK

DRIVEWAY DETAIL WITHOUT SIDEWALK

33. 10 9.93

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·-CONCUETE CONCRETE CONCRETE CONCRETE CONCRETE --CONCRETE .. CONCRETE

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SUNSET DR PROPOSED TYPICAL RESIDENTIAL DR IVEWAY SECT IONS

WITH SIDEWALK

DRIVEWAY DETAIL WITH SIDEWALK

NOTES!

I. DRIVEWAYS SHOULD EXTEND TO THE LIMITS SHOWN IN PLANS UNLESS DIRECTED BY THE ENGINEER TO TIE INTO EXIST DRIVEWAY JOINTS WITHIN ROW,

2. PLACE A~· ASPHALT BOARD EXPANSION JOINT ALONG T~E ROW OR END OF DR IVEWAY RECONSTRUCT ION AND DOWN THE CENTER OF DR IVEWAY IF NECESSARY.

3, CONCRETE DRIVEWAYS SHALL BE IN ACCORDANCE WITH CITY STANDARDS AND SPECIFICATIONS FOR RESIDENT IAL AND COMMERICIAL DRIVEWAYS.

« "( ~b . . r · ISLAND

DRIVEWAY SUMMARY

SUNSET DRIVE IMPROVEMENT FULL RECONSTRUCT ION

SHEET ·1 OF I SCAL£ pjlj),J{tT NO.

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NOTES•

I, DIMENSIONS, STATIONSL AND OFFSETS GIVEN AT FACE OF CUR~ UNLESS OTHERWISE NOTED,

2, REFER TO ROAOWAY PLAN AND PROFILE SHEETS fOR ADDITIONAL INfORMATION,

INTERSECTION LAYOUT

SUNSET DRIVE IMPROVEMENT FULL RECONSTRUCTION

PROJrer 110.

1" = 10'

-- --

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I. DIMENSIONS, STATIONS&. AND OFFSETS GIVEN AT FACE OF CUR~ UNLESS OTHERWISE NOTED.

2. REFER TO ROADWAY PLAN ANO PROFILE SHEETS FOR AOOITIONAL INFORMATION •

INTERSECTION LAYOUT

SUNSET DR IVE IMPROVEMENT FULL RECONSTRUCTION

rROA:CT HO.

1" " 1 0'