contract plans - irccdd.comirccdd.com/gifford/documents/45th_st/roadway_plans.pdf · summary of pay...

COMPONENTS OF CONTRACT PLANS SET

LANDSCAPE IMPROVEMENT PLANS

INDEX OF ROADWAY PLANS

SHEET NO.

I 2 3 4 5-15

SHEET DESCRIPTION

KEY SHEET GENERAL NOTES SUMMARY OF PAY ITEMS PROJEer LAYOUT 45TH STREET PLAN SHEETS

GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPAifrHENT OF TRANSPORTATION, DESIGN STANDARDS DATED 2010, AND STANDAIID SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION DATED 2010, AS AMENDED BY CONTRACT DOCUMENTS.

For Design St•ndards Modific•tions click on "Design Standards" at the following web site: http:/ twww.dot .st ate.fl.us/rddeslgn!

llNDllAN RllVER COUNTY BOARD OF COUNTY COMMllSSllONERS

CONTRACT PLANS G][FFORD NE][GHBORHOOD

45TH STREET BEAUT][F][CAT][ON PROJECT

PREPARED FOR

COMMUNITY DEVELOPMENT DEPARTMENT STAN BOLING, AICP, DIRECTOR

SASAN ROHAN/, AICP, PROJECT MANAGER

0 1

Miles

END PROJECT STA. 218+25.74

BEGIN PROJECT STA.IS4+JJ,57

2

LOCATION OF PROJECT

PLANS PREPARED BY:

Kim ley>» Horn 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772} 794-4100 PROJEer NUMBER: 047017024 CEifriFICATE OF AUTHORIZATION: 00000696

NUTE: THE SCALE OF THESE PLANS HAY HAVE CHANGED DUE TO REPRODUCTION.

100% PLANS

SUBMITTAL NOVEMBER, 2014

ROADWAY PLANS ENGINEER OF RECORD: __ --=B:..::RI::.::AN.:....G::::O=:OD=-------

P.E. NO.~ -~56~939~-

SHEET NO.

1

mlte.forman /1/i!D/2014 1:37:55 PM

1) GOVERNING SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 2014.

2) CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH FLORIDA DEPARTMENT OF TRANSPORTATION, "DESIGN STANDARDS" DATED JANUARY 2014.

3) B.M. DATA IS NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD -'88).

4) ANY GEODETIC MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, NOTIFY:

GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE SECTION N/CG-162 6001 EXECUTIVE BLVD. ROCKVILLE, fi1ARYLAND 20852 TELEPHONE NO. {301) 443-8319

5) ALL STATIONS AND OFFSETS ARE REFERENCED TO BASELINE OF CONSTRUCTION.

6) THE FINISHED ROADWAY SECTION SHALL BE SMOOTH AND SET TO DRAIN.

7) EXISTING SECTION CORNERS AND ~ SECTION CORNERS, AND OTHER LAND MARKERS OR MONUMENTS LOCATED

WITHIN PROPOSED CONSTRUCTION ARE TO BE REFERENCED BY THE CONTRACTOR PRIOR TO CONSTRUCTION AND RESET AFTER CONSTRUCTION USING A REGISTERED LAND SURVEYOR LICENSED IN THE STATE OF FLORIDA.

8) ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET IN ACCORDANCE WITH POSTAL REQUIREMENTS BY THE CONTRACTOR.

9) THE EXACT LOCATIONS OF PROPOSED SWALES, BACK SLOPE LINES AND LIMITS OF CONSTRUCTION WILL BE IN ACCORDANCE WITH THE PLANS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

10) CONTRACTOR SHALL ADJUST ALL UTILITY LIDS AND COVERS TO FINISHED GRADE AS REQUIRED.

1 I) ALL EXISTING DRAINAGE STRUCTURES WITHIN THE Lifi1ITS OF CONSTRUCTION SHALL BE REMAIN UNLESS OTHERWISE NOTED AND SHALL BE DISPOSED OF BY THE CONTRACTOR.

12) ALL DISTURBED R/W SHALL BE SODDED.

13) THE CONTRACTOR WILL RESTORE ALL AREAS DISTURBED BY THIS CONSTRUCTION TO A CONDITION EQUAL TO, OR BETTER THAN THAT NOW EXISTING.

14) ITEMS IN CONFLICT WITH CONSTRUCTION SUCH AS EXISTING CURBS AND GUTTERS, SIDEWALKS, DRAINAGE STRUCTURES, PAVEMENT AND BASE AND EXCESS EXCAVATIONS ARE TO BE REMOVED BY CONTRACTOR AND DISPOSED OF IN A LEGAL AND PROPER MANNER AWAY FROM THE JOB SITE AT THE CONTRACTOR'S EXPENSE UNLESS THE ITEMS ARE TO BE REUSED ON THE PROJECT.

15) THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES, UNDERGROUND UTILITIES, OR NEAR CANAL BANKS.

16) EXISTING UTILITIES ARE TO REfi1AIN IN PLACE UNLESS OTHERWISE NOTED.

17) THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY; THE EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. RELOCATION OF UTILITIES SHALL BE COORDINATED WITH UTILITY COMPANIES AFTER IDENTIFICATION OF CONFLICT BY CONTRACTOR. CONTRACTOR SHALL NOTIFY ENGINEER IN ADVANCE BEFORE ANY RELOCATION.

18) THE UTILITY COMPANIES SHALL BE NOTIFIED BY THE CONTRACTOR TWO (2) BUSINESS DAYS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES 50 THAT COMPANY REPRESENTATIVE CAN BE PRESENT.

19) PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL C0fi1PLY WITH FLORIDA STATUTE 556, UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY.

20) THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REfi1AIN IN PLACE.

21) THE CONTRACTOR SHALL CALL SUNSHINE (1-800-432-4770) FOR FIELD LOCATIONS TWO (2) BUSINESS DAYS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE TO CONTACT ANY UTILITY OWNER(S) THAT fi1AY NOT BE A "SUNSHINE" MEMBER.

~on.Ao-rTrE ---."a"'r-y-----.. D;rEsr;c""R;;;IP'""r"To"'N ___ R_E_v_I_sr--;I on.0Arr~Er-5---."a"'r-y-----.. D;rEs.,;c""R;;;IP'""r"IowN ____ _, Kim ley>)) Horn BRJAN A GOOD, P.E. P.E. UCENSE NUMBER 56939 445 24TH STRfET, SUITE 200 VERO BEACH. FL 32960 (712) 194-4100 CEifTJFICATE OF AUTHORIZATION: 000006!16

22) THE MAINTENANCE OF TRAFFIC FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE APPLICABLE FOOT INDEX NUMBERS (600 SERIES) AND THESE DOCUMENTS; THE fi1ANUAL ON UNIFORfl1 TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (U.S. DEPARTMENT OF TRANSPORTATION, FHWA), SHALL BE FOLLOWED IN THE DESIGN, APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. PEDESTRIAN TRAFFIC SHALL BE fi1AINTAINED AND PROTECTED AT ALL TIMES.

23) DRIVEWAYS THAT ARE DISTURBED ARE TO BE RECONSTRUCTED TO THEIR ORIGINAL OR BETTER CONDITIONS, UNLESS OTHERWISE STATED ON PLANS.

24) STAGING AND MATERIAL STORAGE SHALL NOT BE CONDUCTED ON ABUTTING PRIVATE PROPERTY WITHOUT APPROVAL FROM THE OWNER.

25) TURNOUTS (DRIVEWAYS) TO BE CONSTRUCTED AS PER FOOT INDEX S15.

26) SIDEWALK JOINTS TO BE INSTALLED PER DETAILS ON FDOT INDEX 515 FOR ALL SIDEWALKS. ALL JOINTS SHALL BE SAWCUT AS PER FOOT STANDARDS.

27) DETECTABLE WARNING SURFACES SHALL CONSIST OF CAST-IN-PLACE COMPOSITE TACTILE UNITS fi1ANUFACTURED BY ADA SOLUTIONS, INC. {1-800-372-0519) OR APPROVED EQUIVALENT. DETECTABLE WARNING SURFACES SHALL EXTEND TWO FEET FROM BACK OF CURB AND SPAN THE ENTIRE RAMP RUN WIDTH. DETECTABLE WARNING SURFACE COLOR SHALL BE "BRICK RED."

28) NO EXISTING BASE MATERIAL REMOVED IN EXCAVATION SHALL BE REUSED AS PROPOSED BASE fi1ATERIAL.

29) EROSION CONTROL fi1EASURE5 SHALL BE TAKEN BY CONTRACTOR DURING CONSTRUCTION AS PER FOOT STANDARD INDEX #102:

A. SILT FENCE SHALL BE INSTALLED ALONG THE ENTIRE PERIMETER OF THE PROJECT ADJACENT TO ANY SOIL DISTURBING ACTIVITIES.

B. STAKED TURBIDITY BARRIER SHALL BE INSTALLED UPSTREAM OF ANY CROSS DRAIN AND/OR SIDE DRAIN IMPROVEMENTS.

C. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED DURING CONSTRUCTION PER STANDARD INDEX #102.

D. ALL FENCING, GRADING, SIGNING AND SODDING SHALL BE MAINTAINED DURING THE CONTRACT LIFE. ALL DAMAGED WORK SHALL BE RESTORED AT NO COST TO THE COUNTY.

30) THE CONTRACTOR SHALL REVIEW AND BE FAMILIAR WITH ALL CONTRACT DOCUMENT COMPONENT PLAN SETS.

INDIAN RIVER COUNTY

BOARD OF COUNTY COMMISSIONERS 4oTH STREET

BEAUTIFICATION PROJECT

GENERAL NOTES

SHEET NO.

2

mlke.forman 11/20/2014 1;37;56 PM K.\VRB_Roadway\047035080 45th Street Concept\CAOO\ROWY\GNNTROOI.DG,

SUMMARY OF PAY ITEMS

ITEM NO. ITEM UNIT PROJECT

QUANTITY

1 01-1 Mobilization LS 1 102-1 Maintenance of Traffic LS 1 104-2 Prevention, Control & Abatement of Erosion and Water Pollution LS 1 108-1 Asbuilt construction drawings LS 1 110-1-1 Clearing & Grubbing LS 1 120-1 Excavation CY 2740 162-1-13 Prepared Soil Layer (3") SY 7490 285-714 Optional Base Group 14 SY 7416 327-70-1 Milling Existing Asphalt Pavement (1 ") SY 24900

337-7-42 Type SP-9.5 (Traffic C) (1") TN 1717

337-7-43 Type SP-12.5 (Traffic C)(1 .5") TN 452

425-5-1 Manhole (Adjust) EA 2

425-6 Valve Box (Adjust) EA 15 520-1-10 Cone. Curb and Gutter (Type F) LF 1264

522-2 Sidewalk (6" Thick) SY 1280

570-1-2 Performance Turf, Sod (Bahia) SY 11000

700-20-11 Sign Relocation EA 25

711-11-121 6" Thermoplastic White LF 10400



711-11-151 6" Thermoplastic White (2'-4' Skip) LF 850

711-11-152 6" Thermoplastic White (6'-1 0' Skip) LF 360

711-11-160 Thermoplastic White Pavement Message EA 28

711-11-170 Thermoplastic White Arrow EA 25

711-11-221 6" Thermoplastic Yellow LF 6932

711-11-224 18" Thermoplastic Yellow LF 66 711-11-251 6" Thermoplastic Yellow (1 0-30 Skip) LF 5005

PAY ITEM FOOTNOTES

337-7-42 THE COST OF THE PRIME COAT SHALL BE INCLUDED IN THE PRICE OF THE BASE.

337-7-43 THE COST OF THE TACK COAT SHALL BE INCLUDED IN THE PRICE OF THE ASPHALT.

REVISIONS Kim ley>>> Horn INDIAN RIVER COUNTY SHEET DATE BY DESCRIPTION DATE BY DESCRIPTION

BOARD OF COUNTY COMMISSIONERS NO. BRIAN A. GOOD, P.E. SUMMARY OF PAYllTEMS P.E. LICENSE NUMBER 56939

46TH STREET 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 3 (772) 794-4100 BEAUTIFICATION PROJECT CERTIFICATE OF AUTHORIZATION: 00000696

m1ke.forman 11/20/2014 1:37:57 PM K:WRB_Roadway\047035080 - 45th Street Concept\CADD\RDWY\CESSRDOl.DG

<>I ~ <>I <>I

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46TH STRE

PLAN SHEET 5 PLAN SHEET 9 PLAN SHEET 10

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PLAN SHEET II PLAN SHEET 12 PLAN SHEET 13

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INDIAN RIVER COUNTY

BOARD OF COUNTY COMMISSIONERS 46TH STREET


1-D 00 ., :I:

~ z ~

mike.forman 11/20/2014

P.LAN SHEET 14 PLAN SHEET 15

N> N> N> ~ ....,.

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> ~ > ~ ~ ~

~ ~ ~ \

PROJECT LAYOUT

~ 0

~ ~ ~ ~ ~

~

SHEET NO.

4

1:37:59 PM K:WRB_Roadway\047035080 - 45th Street Concept\CADD\RDWY\PLAYRD01.dgn

w 0

~ I I I

-""<~

PAVEMENT MARKING AS PER INDEX 17347

r T.l.l.T.F. ESMT.

____I!_ ___ ---

PROP. PAVED SHLDR

5' WIDTH

----

STRIPING KEY A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (2'-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO-DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED

CONST. 5' PAVED SHLDR.

0 10 40 ----Feet

f----r---T---r---T---~----r---

PROP. PAVED SHLDR

5' WIDTH VARIES

SOD

EXIST. R/W~

_..rEX/ST. GRADE

----------

RESURFACING

TYPE SP-9.5 STRUCTURAL COURSE (TRAFFIC C) (1")

PAVED SHOULDER DESIGN

TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (1.5") CEMENTED COQUINA LBR 100 (14")

ho"'A"'T7E ---r-<a'Wy---r--------,;-DE;=;s""c'"R"IP"'T"IO"'N ___ R_E_V_I,S_I-,;~c-..A~r;E~5 .--navy .------·o"'E"'s"'cR"'I"'PTr;l-;;;ON;;-------l Kim ley>)) Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696

TYPXCAL ROADWAY SECTXON N.T.S. NOTES

1) ANY PROPOSED PAVEMENT WIDENING NECESSARY TO SUPPORT INTERSECTION IMPROVEMENTS SHALL BE CONSISTENT WITH THE ABOVE IDENTIFIED PAVEMENT DESIGN.

2) NORTH SIDE SOD INSTALLATION IS BASED ON THE EXCAVATION OF 5" OF /NS/TU SANDY SOILS TO BE REPLACED WITH 3" TOP SOIL AND SOD.

INDIAN RIVER COUNTY


BEAUTIFICATION PROJECT mike.forman 11/20/2014 1:38:26 PM

PLAN SHEET

SHEET NO.

5

K:WRB_Roadway\047035080 - 45th Street Concept\CADD\RDWY\PLANS_ROAD"

·~--- *--E LEXIST. R/W

* 6"o PALM


LIMITS OF MILLING AND RESURFACING


* 8"0 'Al.M

~----,o""A""T"'"E---r'a""r,....,-------,;-oE""s"'c"'R.,.,IP""T.,.,IO'""N ___ R_E_v_I,s_I"~"'A~"'E~5 -.-"a"r -.-----'o"'E"'scr:cRn.I'"'PT"'I-ruaN..-----------j Kim ley>>) Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696

*-6 0 PALM * 6 "0 PALM

I

END MILLING AND RESURFACI I G +59.81, 109.98' LT

CONST. FLARED END SECTION +49.51, 60.73' LT, EL. 20.37

I I I

"'4

TIE TO EXIST. STRIPING Feet

K T.I.I.T.F. ESMT. ~

CON5L..EL.ABED END 5ECI..l.Q.O/_ ~ +71.50, 62.6Z LT, EL. 20.52

TRANSITION TO EXIST. SWK WIDTH

•

-r---- ""1----r---T---f'----r--- T ---T--- f'-- -- --r--- --r

-

LEGEND

1"'91 LIMITS OF SIDESTREET ~ MILLING AND RESURFACING

_jPYJ EXSIT. SPOT ELEVATION

INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS

46TH STREET BEAUTIFICATION PROJECT

mike.forman 11/20/2014 1:38:35 PM

EXIST. R/W

STRIPING KEY A = 6" SOLID WHITE B = 8'' SOLID WHITE C = 1Z' SOLID WHITE D = 18'' SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (Z-4') I = 6" SOLID YELLOW J = 18'' SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (Z-4') P = RPM MONO-DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED

PLAN SHEET

SHEET NO.

6

K:WRB_Roadway\047035080 - 45th Street Concept\CADD\RDWY\PLANS_ROAD"

'L 'L

14"¢ PALM

g ~-~ ~-~ ~-~ ~---;; ;-_~ ~-~ ~-~ _--:-:- --o < _--:-:- _--:-:- _--:-=- _--:-=- ~-=- -~-=- _--: -=-r -=- ::-_--;; .---=- ::-_-=- ::-pr ""- ~ ~---:: :-_[j .--.--:: :-::- ,--_ ~ ~--=- =--o •---=- =----=- =----=- =----=- =-o< ~: =-- --=--=- ---=-=- ---= o•--=-=- ---=-=- ---=-=-_:: -=0~ ---=-=- ---=-=- ---=-=-.--:-=-BE-=-.--:~ ~ ~~ ~ ~ ~ / D EXIST. SWK TO REMAIN /CONST. 5' PAVED SHLDR.

'L

0 10 40

Feet

T.I.I.T.F. ESMT. ~

r--- ---~ --- -

Co:' I ""1

f-----7-j __ EXIST~I_w_ ~...1..-----j I__....

-----------

__ :\ __________ _ - - - - 0 E - - - - - - - - - - - - 0 E - -

P.P STS CATCH BASIN TOP EL~20.03' N INV~15.21'

(2)GUYS Q S I NV~ 15.32'

~ -; n ::r:: ....

-~/------------------~~~-----------------~~~-----------------------~~~--- ~// ·~~~ ----~~ 12'±

1 l/)

~ ~1>5 rEP. CONST. 12'± 166 ~ 167 '---sAWCUT 168 ~ 169 170 LU -- I -f-1 I '01 I __ I I __ I I __ I I __ I I __ I ~I __ I I __ I I __ I I ~ 890 39' ~9" c------1 I __ I I -f-1

::: ,15TH STREET 12'+ LIMITS OF MILLING' A 12'± ::::i ;t .. - AND RESURFACING "'- ~ SAWCUT ::;:' ~c~~-/~~~~~~~~~~~~~~77~77~~~~~~~~~~~~~~777~7~~~~~~~~~~~~~~~~~7~77/~----------7~r7·r~-~~~~~~==~~~~~7J'-r7'7~---------L--~~7~

~ ' g

~E-X_I_S_T_-R-/W ______ -- ----------

I I

I

"-CON ST. 5' PAVED SHLDR. TO~ OF BANK ------r-----r---'1----T----r _T ___ 'l' ____ T ___ '1 ____ T ___ '1_ _'"1 __ _

_l ____ .L ___ l__ __ l_ ___ _l_ fQF_~ JAI'JK l_ J l. ----- - - --------- - - --------- - - --------- - - --------- - - -

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

44TH MANOR

EXIST. R/W_I

STRIPING KEY A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE 0 = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP 10'-30') G = 6" SKIP WHITE TYP 6'-10') H = 6" SKIP WHITE TYP 2'-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO-DIRECTIO~AL WHITE/CLEAR Q = RPM BI-DIRECTIONA AMBER/AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONA WHITE/RED

REVISIONS K. I ~H r-DnA~T~E~rrawy-r-----DnE~Sr,C~R~IPmT~IruONu------.-nDA'"T~E~r.Bwy-r-----nD7ES~Cr,RtlirrPTr.InONu-----~ 1111 ~,>~, ()rfl INDIAN RIVER COUNTY



SHEET NO.

BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696

m1ke.forman 11/20/2014

PLAN SHEET 7

1:38:43 PM K:WRB_Roadway\047035080 - 45th Street Concept\CADD\RDWY\PLANS_ROAD"

TIE TO EXIST. SWK SAWCUT 15.30, 42.99' LT

44TH MANOR

TIE TO EXIST. SWK SAWCUT +37.66, 44.30' LT

EXIST. SWK TO REM IN

+80 173 I

EXIST. R/W

..._ I

·-l... ...__ E- _...,

lAS IN

PROPOSED PHASE H SIDE DRAllN llMPROVE.MENT

l---co"'A"'T""E--,-,B""Y,....,--------,;:D""ES""c""R..,.,IP""T"'IO""N--....:R.:...E::.....:...V...:.I...:;S....:I...;,.~;..,:A~~E:;:..5 --,--;;B,-Y --.-------:D""E""s""cR""I""PT""I""oN,..-------i Kim ley>)) Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696

CONST. FLARED END SECTION! +05.81, 60.31' LT, EL. 20.74

TIE TO EXIST. SWK +84.92, 33.59' LT

I


PAVEMENT MARKING (TYP.)

.L

END MILLING AND RESURFACING + 15.68, 110.34' LT


CONST. TYPE 'F' CURB AND GUTTER (TYP.)

N/V

STS CATCH BASIN-n TOP EL~20.29' ', I BOTI EL~14.59' N INV~15.18' s INV~15.21' : I

EXIST. R/W N/V DE - - - - - - - - - - DE

N/V N/V

T.I.I.T.F. ESMT. ~

~ ----- ----- ----- ----

LEGEND

1"\?l LIMITS OF SIDE STREET ~ MILLING AND RESURFACING

_@YJ EXIST. SPOT ELEVATION

..- 0 TIE TO EXIST. DRIVEWAY, SAWCUT

0 CONST. 6" THICK CONC. DRIVEWAY. EXIST. CONC. APRON WITHIN LIMITS OF PROPOSED PAVED SHOULDER AND CONC. DRIVEWAY SHALL BE REMOVED

STRIPING KEY A ti" SOU~J,...!JJ.#.JT.E--- ----- -B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (2'-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO-DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED

INDIAN RIVER COUNTY



PLAN SHEET

_j_

SHEET NO.

8

mike.forman 11/20/2014 1:38:51 PM K:WRB_Roadway\047035080 - 45th Street Concept\CADD\RDWY\PLANS_ROAD"

EXIST. R/W~

CONST FLAREb END SECTION

'L

r-EXIST. R/W

l TIE TO EXIST. STRIPING

END MILLING AND RESURFACING V+44.67, 60.29' LT

_[_

T.I.I.T.F. ESMT

+34.67 60.28' LT, EL. 20.\0

/1; CONST. FLARED END SECTION

1-- --- ---- --- - I j+54.67, 60.29' LT, EL. 20.70

TIE TO EX/57. SWK. SAW CUT ~CON ST. TYPE 'F' CURB

+41 ~8 /' +54.67

N/V

r T.I.I.T.F. ESMT.

___L_ --- --- -+27.16, ~~1~ RT ~ ~GUTTER (T~

/;

38.1 'LT rP 1/(\ . ~') 51.71' LT TI.E TO EXIST. SWK SAWCUT ,.: +34.6! ,~ Vj~~ ~L. 20.77 +"81.15, 43.90' LT :

1 • R ~I:850.~~ ~ ~ 1 7"lE TO EXIST. 'tYI¥IVEWAY sAwcuT + 1.50 '2' 4'o p:~Es ~ r ~ +9~.04, 35.00' I,.T rEXIST. R/W EXIST. SWK. [

I I j3 .94' LT '· '' ~ ,_ ' J, I; rb I I JO' R ,' TO REMAIN ~ I 1 \

I L fi , 0 _co-; I ,---, I r---- ,

Feet

w ( v J c;

~-----___::~_- _'5,7_-L_l_ ,.. ~ ~ _x~~~~~-~~ ~? ~~ 2t:P - ~ --~---- - ~k~~u:·---~x--------~~---,,-----L--1~-.0\ /~---~2--=--- ~ 1 11 -~=1\- ----'' - / --j.

0 ---o•-e--- ~ ~~-~~~- ~ - lf rl"J'/-~~OBS'/ --.9t ---'--: ~ .-1---:_~ --:_ - -----,~----- - ,- -=-=r ----o ," X \ P.P. / /~ ~tK14"¢PALM--l \ X \ / ~ vV/LIGc -~ ~ r(!Jw.M A. EXIST. R!W I_ ;; P~l3YJ_~o· \ (@~-- I -~~~~/:~~coo•N~ -~;Iv:~AY- -I -- ol ----- ~ -"~~~y ------- -\~-o~/- ; ----- ~0~'\o•---~Y ",<,~i-o-=_:__-_:_:__-_=-\-~~!~ 7B. RISIR fCONST. 5' PAVED SHLDR ~ " r--\ 6~L ~ ......... ~7 . ! \ 1 · / +03.12, 16.71' LT '<1: ./ w.v. """- o ~ ::r:: "' 'fll, [><I 1/ 1- ~ / • ""-... I c: ;~j-/--+--- ~;s-;. --;~~-;; ~~o sEcT';;/~~8- 5

• '-.!...<o ~ --~ 11-1 fg- - +~a---- _L ~ 180t. ',<:---- -_L_L_L ~sAwcuT ----~ -zii1- -./'0"-/-.../- ..L. ~WJI. ....,.,_: 1a2 7:-.L ~ -- ~: Vl +93.57, 16.80' LT, EL 20.88 " I ~;>_; tflfl/ V: ~ 9 I I A ~> I \....fA\ 12'± -1 LlJ __ I I __ 1 I _ "_ I __ I I __ I __ 1 I __ 1 I ~ ___ 1 I __ 1 I I --40:% I I I --v:..J I I ):>

::; " 5 ago 39' 49" E CONST. STRAIGHT END LIMITS OF MILLING~ 1'7'\ "----~ CONST. r{H) ---;]2 v 5 ago 42' 44""r ;:?A) -7;.± ,_ :t 45TH STREET ',', +92.59, 16.73' LT, EL 20.80 H II SAWCUT AND RESURFACING "'\.!::) /- ":' F /" ~ / '-.:../ ~ ~~7" "f;T;T f:T;T -~ f:T;T -t-~_-_-:__~/7-T=r:......._~"- -777 ;T2 ::;;: ~ p p CON ST. 5' PAVED SHLDR _/

1 ~ +62/ "-- PAVEf,/,lf,lj,T MARKING (TYP.) 1 g

Q . . TOP OF BANK • \:2) 1::!2E TOP OF BANK Q • 0 P.P.

r- -r-------r----r---""1-:---r----T-----r----""1-----r----r-----r----r----T-----r----""1---l~-l';~~;:~, ~~/_t;:~~ T-r- , ~ ~-~ ~p 9~B_ANK --r T-~ T

L_~ i · ~I~-;o_LE~~?r~Ll y \,:';,_L;L___J _ _L_L_ ~ _rl / : \i ,v .. ~ " ~ !..>'N STRIPING )/ I '<k->ci J '>•~< > ,;:'-' ', /i-

t-----..- - - -------- = :;tJy- - - - - - - ~- ~~~ ~ - c;.;-:: ,G EXIST. Rlw

END MILLING AND RE URFACINa - ~ o • - - - - 1- - v ~ r --, IGI "--EXIST. R/W \_ I \

+46.52, 44.89' RT ' ...; J. ~ /

STRIPING KEY \ I PROPOSED PHASE n: 1 I

1-- - ~ p" SOL.lfJ ~ --B = 8" SOLID WHITE

r=vl LIMITS OF SIDE STREET ___ _ f..-- L.6J Mill lNG .AIJill...BE.SIJ.B£.lJI:.J..NG....___ --- ------<6'- --- --- ---+---

~BIDE DRArrN IMPROVEMIE'tfi'l" ~ -~--1 N/V I ~-- --- -t---

C = 12" SOLID WHITE 0 = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (Z-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (Z-4') P = RPM MONO-DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE 5 = FOP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED

_j[@J EXIST. SPOT ELEVATION -~ PROP. SPOT ELEVATION

TIE TO EXIST. DRIVEWAY, SAWCUT

CONST. 6" THICK CONC. DRIVEWAY. EXIST. CONC. APRON WITHIN LIMITS OF PROPOSED PAVED SHOULDER AND CONC. DRIVEWAY SHALL BE REMO\ ED.

l---co"'A"'T""E-,-,B""Y,....,--------,;:D""'ES""'c'""R..,.,IP""T""'IO'""N--....:R.:...E::.....:...V...:.I...:;S....:I...;,.~;..,:A~~E:;:..5 -,--;;B-;;-Y -.-------:D""E""s""cR""I""PT""I""oN,..-------i Kim ley>)) Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696

T.I.I.T.F .. ESMT.

t

EXIST. R/W~

I I

'l

I INDIAN RIVER COUNTY



~ Q"1

~ ::c > < ttl

m1ke.forman 11/20/2014

T.I.I.T.F .. ESMT.

VEX/ST. R/W '

I I

I '

PLAN SHEET

"

SHEET NO.

9

1.39.00 PM K.WRB_Roadway\047035080 - 45th Street Concept\CADD\RDWY\PLANS_ROAD"

:'AK


EXIST. R/W

-- T

w

~p

T.I.I.T.F. ESMT.l

~ I I I

--r-

__j[@J EXIST. SPOT ELEVATI N -~ PROP. SPOT ELEVATIO

I I I

""4

EXIST. SWK. TO REMAIN

'"


9ASIN

CONST. 6" THICK CONC. DRIVEWAY. EXIST. CONC. APRON WITHIN LIMITS OF PROPOSED PAVED SHOULDER AND CONC. DRIVEWAY SHALL BE REMOVED.

10 40

Feet

. FLARED END SECTION , 60.99' LT, EL. 19.70

PROPOSED PHASE II SIDE DRA][N IMPROVEMENT

TIE TO EXIST. STRIPI1G

END MILLING AND RESURFA lNG +91.86, 40.00' RT

STRIPING KEY A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12'' SOLID WHITE 0 = 18'' SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (2'-4') I = 6" SOLID YELLOW J = 18'' SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'-4')

EXIST. R/W

P = RPM MONO-DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED

I I

"'1 1 5 I "' I

~- I ~~ DE I_ - - - - _ D..::> D /I

/ I

I I I I

--: I :' --J

N/V

ho"'A"'T7E ----r---;B;;;Y-----,--------,;-DE;=;s""c'"R"IP"'T"IO"'N ___ R_E_V_I,S_I-,;~,-..A~r.E~5 .---navy .------·o"'E"'s"'cR"'I"'PTr;l-;;;ON;;-------l Kim ley>)) Horn BRIAN A. GOOD, P.E.

INDIAN RIVER COUNTY



SHEET NO.

P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696


PLAN SHEET 10


/~--r--

,-~-~~-T ___J_ ~ _L___J_....L_

I I I

\ "---

j---~--1

r----1

! I I I I' N{V

1'- ' w ' ' u

EXIST. R/W

I , ' 8~'j >I ,wowo 6

p 3:VlO... ---3

r --~~------- N/V

1 I N/V

N/V

TIE TO EXIST. STRIPING

I END MILLING AND RESUR I +42.63, 109.51' LT

I T.I.l.T.F .. ESMT.

___L_ --- ---

ff LIMITS OF MILLING AND RESURFACING

PROPOSED PHASE H S][DE DRA][N ][MPROVEMENT

STRIPING KEY A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (2'-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO-DIRECTIONAL WHITE/CL Q = RPM BI-DIRECTIONAL AMBER/AMBE R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED

0 0

CONST. TYPE 'F' CURB AND GUTTER (TYP.) CONST. 5' TRANSITION TO EXIST. +74.17, 32.45' LT

~---

T.l.I.T.F .. ESMT. L ITS OF SIDE STREET M LUNG AND RESURFACI

E !ST. SPOT ELEVATION

CONST. 6" THICK CONC. RIVEWAY. EXIST. CONC. APRON WITHIN LIMITS 0 PROPOSED PAVED SHOULDER AND CONC. D VEWAY SHALL BE REMOVED.

NST. 5' PAVED SHLDR.

PROPOSED PHASE H SIDE DRArrN IMPROVEMENT

EXIST. R/W

END MILLING NO RESURFACING +7 2. 1, 34.34' RT

EXIST R/Wl

0 10 40

Feet

EXIST. R/W

EXIST. R/W

ho"'A"'T7E ---r-<a'Wy---r---------,;-DE;=;s""c'"R"IP"'T"IO"'N ___ R_E_V_I,S_I-,;~c-..A~r;E~5 .--navy .-----·o"'E"'s"'cR"'I"'PTr;l-;;;ON;;-------l Kim ley>)) Horn BRIAN A. GOOD, P.E.

INDIAN RIVER COUNTY



SHEET NO.



PLAN SHEET 11


-

~ \ ~ ~

\ t \ ,. ~ ()

~ ~

EXIST. R/W

\ \

~

\ I

-· r CONST. 5' PAVED SHLDR.

EXIST. R/W

PROPOSED PHASE H SliDE DRAllN l!MPROVEMENT

[SJ PAVEMENT REMOVAL

_jT@J EXIST. SPOT ELEVATION


CONST. 6" THICK CONC. RIVEWAY. EXIST. ONC. APRON WITHIN LIMITS OF PROPOSED PAVED SHOULDER AND CONC. DRIVEWAY SHALL BE REMOVED.

A= 6" S B = 8" c = 12" D = 18" E = 24" OLIO WHITE F = 6" S IP WHITE TYP (1 '-30') G = 6" S IP WHITE TYP (6' 10') H = 6" KIP WHITE TYP (2' 4') I = 6" S LID YELLOW J = 18" OLIO YELLOW K = 6" OUBLE YELLOW L = 6" S IP YELLOW TYP (1 '-30') M = 6" KIP YELLOW TYP ( '-10') N = 6" S IP YELLOW TYP ( -4') P = RPM MONO-DIRECTION WHITE/CLEAR Q = RPM BI-DIRECTIONAL MBER!AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONAL

\

EXIST. R!W

EXIST. WATER VALVE TO BE ADJUSTED

EXIST. R/W_} \

\ \


TIE TO EXIST. SWK. +53.02, 46.71' LT

\ ho"'A"'T7E ---r-<a'Wy---r---------,;-DE;=;s""c'"R"IP"'T"IO"'N ___ R_E_V_I,S_I-,;~c-..A~r;E~5 .--navy .------·o"'E"'s"'cR"'I"'PTr;l-;;;ON;;-------l Kim ley>)) Horn

BRIAN A. GOOD, P.E.

INDIAN RIVER COUNTY BOARD OF COUNTY COMMISSIONERS

46TH STREET BEAUTIFICATION PROJECT



T.l.I.T.F .. ESMT.

EXIST. R/W

W.M. UJ

EXIST. R/W

PLAN SHEET

0 10 40 ----Feet

SHEET

NO.

12


I I L ________ _

~EXIST. R/W

EXIST. R/W

TIE TO EXIST.I STRIPING

CONST. FLARED END SECTION I +93.67, 90.12' LT, EL. 19.59

+93.73 71.67' LT EL. 19.67


26' R +74.47 77.55' LT

+76.34 45.81' LT

END MILLING AND RESURFACING ro5.16, 140.16' LT

I K


CONST. TYPE 'F' CURB AND GUTTER (TYP.)

JC.A.T.V.[']~OV:IN --.JI'<'"'..,.-4""""--1

TIE TO EXIST. S

END MILLING AND RESURFACING~ +46.57, 49.42' RT I

EXIST. R/W EXIST. R/W

ho"'A"'T7E ---r-<a'Wy---r--------,;-DE;=;s""c'"R"IP"'T"IO"'N ___ R_E_V_I,S_I-,;~c-..A~r;E~5 .--navy .------·o"'E"'s"'cR"'I"'PTr;l-;;;ON;;--------l Kim ley>)) Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696

N/V

STRIPING KEY A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12" SOLID WHITE 0 = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (2'-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO-DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED

INDIAN RIVER COUNTY



LIMITS OF SIDE STREET MILLING AND RESURFACING

PAVEMENT REMOVAL

_jP<YJ EXIST. SPOT ELEVATION -0 10 40 ----Feet ~ PROP. SPOT ELEVATION

0 0


CONST. 6" THICK CONC. DRIVEWAY. EXIST. CONC. APRON WITHIN LIMITS OF PROPOSED PAVED SHOULDER AND CONC. DRIVEWAY SHALL BE REMOVED.

[\=E~L;; '~, TIE TO EXIST. STRIPING

w 0

JNo MILLING AND RESURFA NG f4.52, 52.76' RT

EXIST. R/W

SHEET NO.

PLAN SHEET 13

mike.forman 11/20/2014 1:39:34 PM K:WRB_Roadway\047035080 - 45th Street Concept\CADD\RDWY\PLANS_ROAD"

STRIPING KEY A = 6" SOLID WHITE B = 8" SOLID WHITE C = 12'' SOLID WHITE D = 18" SOLID WHITE E = 24" SOLID WHITE F = 6" SKIP WHITE TYP (10'-30') G = 6" SKIP WHITE TYP (6'-10') H = 6" SKIP WHITE TYP (2'-4') I = 6" SOLID YELLOW J = 18" SOLID YELLOW K = 6" DOUBLE YELLOW L = 6" SKIP YELLOW TYP (10'-30') M = 6" SKIP YELLOW TYP (6'-10') N = 6" SKIP YELLOW TYP (2'-4') P = RPM MONO-DIRECTIONAL WHITE/CLEAR Q = RPM BI-DIRECTIONAL AMBER/AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECTIONAL WHITE/RED

N/V

L EX/ST. R/W l I P.F. W U.G.

- - v

E /ST. R/W

I ', P.P.

I ~~Iii W.M.

l:o;M.\ ,-N/V

VV \. S.[ RISER

LIMITS OF SIDE STREET MILLING AND RESURFACING

PAVEMENT REMOVAL


CONST. 6" THICK CONC. DRIVEWAY. EXIST. CONC. APRON WITHIN LIMITS OF PROPOSED PAVED SHOULDER AND CONC. DRIVEWAY SHALL BE REMOVED

w}.;.

END MILLING AND RESURFACING +34.42, 45.00' LT



ho"'A"'T7E ----,--;B;;;Y----,--------,;-DE;=;s""c'"R"IP"'T"IO"'N ___ R_E_V_I,S_I-,;~,-..A~r.E~5 .--navy -.------·o"'E"'s"'cR"'I"'PTr;l-;;;ON;;-------l Kim ley>)) Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696

TIE TO EXIST. STRIPING END MILLING AND RESURFACING +44.98, 45.00' LT

0 10 40

Feet

EXIST. SWK. _ _ rTo REMAIN __

CONST. S' PAVED SHLDR. z P.P. W/U.G.E.

~:;...;;.~~;;...;.;~_;;-_;;-_;-~::~~-~-=-~~~~-~~~-~~--~~--~~-o-~-~0~=======~:- ~ ""-::-----.,,.----,~----:,.....;L. - - _ , ~~~ ~

' ADJUST~MV.E BOX OUT OF PAVED SAOtJI::DE..R_

END MILLING AND ""RESf:JR +64.08, 50.33' RT

EXIST. R/W

INDIAN RIVER COUNTY


BEAUTIFICATION PROJECT mike.forman 11/20/2014

w.v.

..... :c: w rn 0 2 ll\

~

E HYD. ~ ---,--------'(""2)c.:.G..:...:.UYS

'{0 I ( '-EXIST. /W ~ \'' I~';;--.. I ../I

I EXIST. R/W

SHEET NO.

PLAN SHEET 14


A= 6" SOL B = 8" SOL WHITE C = 12" SOL D WHITE D = 18" SOL WHITE E = 24" SOLI WHITE F = 6" SKIP HITE TYP (10'-30') G = 6" SKIP ITE TYP (6'-10') H = 6" SKIP ITE TYP (2'-4') I = 6" SOLID Y LLOW J = 18" SOLID LLOW K = 6" DOUBLE ELLOW L = 6" SKIP YEL OW TYP (10'-30') M = 6" SKIP YEL OW TYP (6'-10') N = 6" SKIP YELL W TYP (2'-4')

LEGEND

1'\71 LIMITS OF SIDE STREET ~ MILLING AND RESURFACING

0 0


CONST. 6" THICK CONC. DRIVEWAY. EXIST. CONC. APRON WITHIN LIMITS OF PROPOSED PAVED SHOULDER AND CONC. DRIVEWAY SHALL BE REMOVED

P = RPM MONO-OJ ECTIONAL WHITE/CLEAR Q = RPM BI-DIREC ONAL AMBER/AMBER R =FOP WHITE S = FOP YELLOW T = RPM BI-DIRECT ONAL WHITE/RED

~-'

END MILLING AND RESURFACING \ +12.80, 45.00' LT \

PLANl :Rf

" I II - ,=-=:?#


v 0 c ) s

\ \

END 45TH STREET IMPROVEMENTS END MILLING AND RESURFA lNG END PAVED SHOULDER CON T. STA. 218+25.74

0

RAIL ROAD R/W

/

10 40

\

' \

~~-c~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~M // \

\___

END MILLING AND RESURF +54.71, 40.00' RT

EXIST. R/W EXIST. R/W

~----,o""A""T"'"E---.'a""r,....,----____,.oE""s"'c"'R.,..,IP""T.,.,IO'""N ___ R_E_v_I,s_I"~"'A~"'E~5 -.-"a"r -.-----'o"'E"'scr:cRn.I'"'PT"'I-ruaN..---------j Kim ley>>) Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24TH STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERTIFICATE OF AUTHORIZATION: 00000696

\ \

EXIST. R/W

INDIAN RIVER COUNTY


BEAUTIFICATION PROJECT mike.forman 11/20/2014 1:39:50 PM

\ \

PLAN SHEET

-----._

' \ \ \

\....--

SHEET NO.

15

K:WRB_Roadway,047035080 - 45th Street Concept,CADD,RDWY,PLANS_ROAD"

contract plans - irccdd.comirccdd.com/gifford/documents/45th_st/roadway_plans.pdf · summary of pay...

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