30-E4. Pasco County Traffic No Conflict Ranch Road Sidewalk.pdf

Subject: Pasco County - Ranch Road Sidewalk Improvements Sent: 6/18/2024, 9:42:55 AM From: Jonah J. Johnson<jjjohnson@pascocountyfl.net> To: Greene, James Cc: Jeffrey M. Moncalian; Venkat Vattikuti Attachments: US 19 & RANCH RD PLAN SET DRAFT 5-22-24 QNM (002).pdf

Good morning, James, after looking over the plans. Pasco County Traffic Operation has utilities at the intersection of US 19 & Ranch. Attached is a copy of the print showing how the underground utilities should run on page 9. If you have any questions please contact Pasco County Traffic Operations.

Thanks, Jonah

Jonah Johnson Traffic Operations Locator Tech II Public Infrastructure/ Engineering Services Department Pasco County P: 727-847-8139 Cell: (727) 494-5234 7536 State Street, Suite 138 New Port Richey, FL 34654 Jjjohnson@pascocountyfl.net www.mypasco.net

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CUSA18A7

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9 11

Point Bayonet

PORT

Double Hammock Cr.

55 19

SHEET

NO.

PASCO COUNTY BOARD OF COUNTY COMMISSIONERS

FISCAL

YEAR

12024

US 19 TO PONDEROSA AVE.

PASCO COUNTY PROJECT NUMBER 449033-1

SECT: 10,15 TWN: 25S, RNG: 16E

PASCO COUNTY PROJECT MANAGER: WILLIAM POON

PLANS PREPARED BY:

TRANSPORTATION DIVISION

6411 SKYCENTER DRIVE, SUITE 650

TAMPA, FLORIDA 33607

June XX, 2024

30% SUBMITTAL

DESCRIPTIONDATE

REVISIONS

AGENCY APPLICATION/PERMIT # DATE ISSUED / DATE EXPIRES

SWFWMD

NPDES

VICINITY MAP

LOCATION MAP

PROJECT

LOCATION

HOLMES

JACKSON

WALTON NASSAU

GADSDEN

HAMILTON

DUVAL

BAY

LIBERTY

GULF

FRANKLIN LAFAYETTE

GILCHRIST

DIXIE

LEVY MARION

VOLUSIA

LAKE

PROJECT

VICINITY

PINELLAS

CITRUS

SEMINOLE

HERNANDO

PASCO

OSCEOLA

POLK

INDIAN

RIVER

MANATEE

HARDEE OKEECHOBEE

HIGHLANDS

SARASOTA DE SOTO

MARTIN

CHARLOTTE GLADES

ORANGE

LEE HENDRY PALM BEACH

BROWARD

COLLIER

MONROE DADE

BRADFORD

ALACHUA

LEON

BAKER

SUWANNEE

WAKULLA

TAYLOR

CLAY

PUTNAM

WASHIN

GTON

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AG

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BREVARD

HI

LL

SB

RO

UG

MONROE

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KNOWN UTILITIES:

NOTES

----- X/XX/XXXX

INDEX

Sheet Description Sheet Number

PHONE: 813-620-4444

EXEMPT- PROJECT AREA < 1 ACRE

ENGINEER OF RECORD:

XXXX XXXXXXX, P.E.

P.E. LICENSE NUMBER ####

COMPANY NAME

STREET

CITY, FLORIDA #####

(XXX)XXX-XXXX

GOVERNING STANDARDS AND SPECIFICATIONS:

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS,

LATEST EDITION. WEB SITE: http://http://www.fdot.gov/design/standardplans

1. THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" LATEST

EDITION, AS AMENDED BY CONTRACT DOCUMENTS. FOR THE

Standard Specifications for Road and Bridge Construction, CLICK ON THE "Specifications" WEB SITE: http://www.fdot.gov/program management/Implemented/SpecBooks/default.shtm

2. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH THE

2018 "MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN,

CONSTRUCTION AND MAINTENANCE FOR STREETS AND

HIGHWAYS, (FLORIDA GREENBOOK)" AND ARE IN COMPLIANCE

WITH THE STANDARDS THEREIN EXCEPT AS NOTED ON THE

PLANS. ANY DEVIATION NOTED ON THE PLANS SUBSTANTIALLY

COMPLY WITH THE INTENT OF THE STANDARDS.

UTILITY OWNERS

· CHARTER COMMUNICATIONS (FIBER/CABLE)

· CITY OF PORT RICHEY (SEWER/WATER)

· CLEARWATER GAS SYSTEM

· DUKE ENERGY (FIBER)

· DUKE ENERGY-ST. PETERSBURG (ELECTRIC)

· FRONTIER COMMUNICATIONS

· MCI (FIBER)

· PASCO COUNTY TRAFFIC OPERATIONS DIVISION

· PASCO COUNTY UTILITIES

· TECO PEOPLES GAS- TAMPA

· WITHLACOOCHEE RIVER ELECTRIC COOPERATIVE

AutoCAD SHX Text

ROADWAY

BRIDGES

EXCEPTIONS

LENGTH OF PROJECT

MILES

LINEAR FEET

NET LENGTH OF PROJECT

GROSS LENGTH OF PROJECT

PROJECT LENGTH IS BASED ON CONSTRUCTION

PASCO COUNTY

CONTRACT PLANS

RANCH ROAD SIDEWALK

DISTRICT 1: RON OAKLEY, CHAIRMAN RON OAKLEY, CHAIRMAN DISTRICT 2: SETH WEIGHTMAN SETH WEIGHTMAN DISTRICT 3: KATHRYN STARKEY KATHRYN STARKEY DISTRICT 4: GARY BRADFORD, VICE CHAIRMAN GARY BRADFORD, VICE CHAIRMAN DISTRICT 5: JACK MARIANO JACK MARIANO COUNTY ADMINISTRATOR: MIKE CARBALLA, P.E.MIKE CARBALLA, P.E.

XX

XX.XX

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION.

48 HOURS BEFORE DIGGING

"CALL SUNSHINE"

1-800-423-4770

AS OF THE DATE OF THESE PLANS UTILITY RELOCATIONS HAD NOT BEEN FINALIZED. RELATED IMPROVEMENTS SHOWN HEREIN ARE SUBJECT TO CHANGE AND NOT INCLUDED UNDER THIS CERTIFICATION.

KEY SHEET 1 1 SIGNATURE SHEET 2 2 TYPICAL SECTIONS 3-4 3-4 SUMMARY OF PAY ITEMS 5 5 GENERAL NOTES 6-7 6-7 PROJECT LAYOUT 8 8 PLAN & BACK OF SIDEWALK PROFILE 9-199-19

ROAD NO. COUNTY

DESCRIPTION DESCRIPTIONDATE

DATE

W.O. NO.

PUBLIC INFRASTRUCTURE BRANCH

TRANSPORTATION ENGINEERING DEPARTMENT

PROJECT MANAGEMENT DIVISION

5418 SUNSET ROAD

NEW PORT RICHEY, FL 34652

X11127.1014900008

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

WSP USA INC.

5411 SKYCENTER DRIVE

SUITE 650

TAMPA, FL. 33607

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET DESCRIPTION SHEET NO.

KEY SHEET 1

SIGNATURE SHEET 2

TYPICAL SECTIONS 3-4

SUMMARY OF PAY ITEMS 5

GENERAL NOTES 6-7

PROJECT LAYOUT 8

PLAN & BACK OF SIDEWALK PROFILE 9-19

No. 64617B R Y A N A N D R E W A N D E R S O N

L IC E N S E

P R O F E S S I O N A L E N G I NE E RF L O R I D A

STATE OF

THIS ITEM HAS BEEN DIGITALLY SIGNED AND

SEALED BY:

ON THE DATE ADJACENT TO THE SEAL

PRINTED COPIES OF THIS DOCUMENT ARE

NOT CONSIDERED SIGNED AND SEALED AND

THE SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

WSP USA INC.

5411 SKYCENTER DRIVE

SUITE 650

TAMPA, FL. 33607

No. 61644

A M A N D A J . K R E I L I N GL IC E N S E

P R O F E S S I O N A L E N G I N E ERF L O R I D A

STATE OF

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR THE

FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

SHEET DESCRIPTION SHEET NO.

XXXX X

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REGISTERED PROFESSIONAL ENGINEER FLORIDA LICENSE No.

SIGNATURE SHEET

2' SOD 5' SIDEWALK 7' SOD EXIST. PAVEMENT EXIST. PAVEMENT SOD VARIES

5'

SIDEWALK SOD VARIES

0.02 (MAX.)0.02 (MAX.)

VARIES (11' TO 13') VARIES (11' TO 15') (1' TO 7') (2' TO 8')

SURVEY

50' RIGHT OF WAY

EXIST. R/W EXIST. R/W

1' LEVEL 1' LEVEL

SILT FENCE

NATURAL GROUND

4" CONCRETE SIDEWALK

PER FDOT STANDARD PLANS 522-001

SOD

VARIES 5' SIDEWALK

VARIES

0.02 (MAX.)

1' LEVEL

EXIST. R/W

EXIST. CURB & GUTTER

EXIST. R/W

6' SIDEWALK SOD VARIES

(2' TO 4') (2' TO 5') (2.5' TO 5.5')

LIMITS OF CONSTRUCTION

STANDARD CLEARING & GRUBBING

TYPICAL SECTION

RANCH ROAD

STA. 14+37 TO STA. 16+91

N.T.S.

STA. 14+42 TO STA. 15+67 STA. 14+37 TO STA. 15+33

25' 25'

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TYPICAL SECTIONS (1)

EXIST. PAVEMENT

VARIES (10' TO 12.4')

SURVEYEXIST. R/W

(0' TO 9') (0' TO 9')

STA. 16+91 TO STA. 62+80

RIGHT OF WAY VARIES (22' TO 40')

EXIST. PAVEMENT

VARIES (9' TO 15')

SURVEYEXIST. R/W

(2' TO 14') (8' TO 19')

STA. 62+80 TO STA. 64+04.62

RIGHT OF WAY VARIES (37' TO 44')

STA. 10+00 TO STA. 17+70.88

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TYPICAL SECTIONS (2)

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SUMMARY OF PAY ITEMS

GENERAL NOTES

1.BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

2. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ADDITIONAL UTILITIES MAY EXIST. PRIOR TO DIGGING, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UTILITIES. PASCOCOUNTY DOES NOT CERTIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND UTILITIES, NOR AS TO THE SOIL OR GROUND CONDITIONS, AND ASSUMES NO LIABILITY FOR SUCH. THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIFIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIFIED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE WITH THE RESPECTIVE UTILITY COMPANIES A MINIMUM OF THREE (3) WEEKS IN ADVANCE OF CONSTRUCTION ACTIVITIES. FOR ADDITIONAL INFORMATION REGARDING THE EXISTING UTILITIES PROPOSED FOR RELOCATION AND THE UTILITY CONTACT INFORMATION REFERENCE THE PLAN SHEETS PROVIDED WITHIN THIS CONSTRUCTION SET.

COMPANIES CONTACT TELEPHONE NUMBERS

CHARTER COMMUNICATIONS (FIBER/CABLE) DUFFY MCCLELLELLAND 352-527-2189

CITY OF PORT RICHEY (SEWER/WATER) CHRIS HUGHES 727-816-1900 x183

CLEARWATER GAS SYSTEM JACINTA GARCIA CORCOBA 727-422-9998

DUKE ENERGY (FIBER) MARK HURST 727-512-6268

DUKE ENERGY-ST. PETERSBURG (ELECTRIC) CUSTOMER SERVICE 407-629-1010

FRONTIER COMMUNICATIONS DANIEL LEILLO 941-504-9662

MCI (FIBER) INVESTIGATION TEAM 800-624-9675 x2 PASCO COUNTY TRAFFIC OPERATIONS DIVISION VENKAT VATTIKUTI, P.E. PTOE 727-847-8139 x8523 PASCO COUNTY UTILITIES GEORGE DEMINT 813-235-6189 x6940

TECO PEOPLES GAS- TAMPA JOAN DOMMING 813-275-3783

WITHLACOOCHEE RIVER ELECTRIC COOPERATIVE CHARLES RATLIFF 727-868-9465 x2133

3. PROVIDE ALL UTILITY COORDINATION EXCEPT WHERE THE PLANS AND SPECIFICATIONS PROVIDE THAT SUCH WORK SHALL BE PERFORMED UNDER THE CONTRACT FOR THIS PROJECT. ALL UTILITIES INTERFERING WITH CONSTRUCTION SHALL BE REMOVED, RELOCATED OR ADJUSTED BY THEIR OWNERS, AT THEIR EXPENSE. ALLOW UTILITY OWNERS TIME FOR THE NECESSARY RELOCATION AND ADJUSTMENT OF UTILITIES AND RELATED STRUCTURES. COST TO BE INCLUDED IN 110-1 CLEARING & GRUBBING. RELOCATED ABOVE GROUND INFRASTRUCTURE TO BE PLACED OUTSIDE THE ROADS

CLEAR ZONE PER FDOT DESIGN MANUAL.

4.ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY

THE PASCO COUNTY SURVEYOR, WITHOUT DELAY (727) 847-8767.

5.IT IS REQUIRED TO CONDUCT SATISFACTORY SITE INVESTIGATIONS TO BE SATISFIED WITH THE EXISTING TOPOGRAPHY AND GENERAL CONDITIONS OF THE AREA OF WORK. ANY FAILURE TO BECOME ACQUAINTED WITH THE AVAILABLE INFORMATION AND FIELD CONDITIONS WILL NOT RELIEVE THE RESPONSIBILITY OF PROPERLY ESTIMATING

DIFFICULTY OR COST OF SUCCESSFULLY PERFORMING THE WORK.

6.ALL SIDEWALKS TO BE A MINIMUM OF 5 FT. IN WIDTH UNLESS OTHERWISE NOTED ON THE PLANS OR APPROVED BY

THE COUNTY ENGINEER.

7.ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A 2% MAXIMUM CROSS SLOPE AND 5% MAXIMUM LONGITUDINAL SLOPE. IF SIDEWALK EXCEEDS A 5.0% LONGITUDINAL SLOPE HANDRAILS SHALL BE INSTALLED AT THE CONTRACTOR'S EXPENSE. ALL SIDEWALKS SHALL MEET REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE FOR

ACCESSIBILITY AND FDOT STANDARD PLANS INDEX 522-001.

8.A 2 FT. MINIMUM FLAT CLEAR ZONE WIDTH SHALL BE PROVIDED BETWEEN EXISTING PAVEMENT AND FRONT OF

SIDEWALK.

9.A VERTICAL CLEARANCE ZONE OF 7 FT. (10' RECOMMENDED) MINIMUM SHALL BE MAINTAINED BY THE TOP OF

FINISHED SIDEWALK TO BOTTOM OF ELEVATED COMPONENT.

10.A HORIZONTAL CLEARANCE OF 2 FT. MINIMUM (1 FT. UNDER RIGHT-OF-WAY RESTRICTIONS SHALL BE

MAINTAINED AT ALL TIMES.

11. ALL CONCRETE SHALL BE 3,000 PSI WITH FIBER-REINFORCED SYNTHETIC FIBER POLYPROPYLENE.

12. THE COUNTY ENGINEER SHALL BE CONSULTED TO MAKE ANY REQUIRED INTERPRETATIONS OF THE PLANS, HOWEVER. THIS IN NO WAY RELIEVES THE RESPONSIBILITY FOR CONSTRUCTING THE PROJECT IN ACCORDANCE WITH THE INTENT OF THE PLANS. REFER TO THE CONTRACT DOCUMENTS FOR ADDITIONAL

CONTROL AND SCOPE OF WORK.

13. EACH ITEM LISTED IN SUMMARY OF ESTIMATED QUANTITIES IS TO INCLUDE ALL WORK AND MATERIALS NECESSARY TO COMPLETE THE ITEM. PAYMENT FOR CONTRACT ITEMS WILL BE BASED ON ACTUAL FIELD (IN-PLACE) MEASUREMENTS OF THE COMPLETED ITEMS, READY FOR SERVICE AND ACCEPTED BY PASCO COUNTY. ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE COUNTY ENGINEER. THE QUANTITIES AS PROVIDED ARE APPROXIMATE ONLY AND NO CLAIM SHALL BE MADE AGAINST PASCO COUNTY FOR ANY EXCESS OR DEFICIENCY. THE CONSTRUCTION LENGTHS INDICATED IN THESE PLANS ARE APPROXIMATE. ACTUAL LIMITS MAY BE SET IN THE FIELD AS DIRECTED BY THE COUNTY ENGINEER. REQUIRED WORK NOT ITEMIZED UNDER SUMMARY OF ESTIMATED

QUANTITIES OR SPECIAL PROVISIONS SHALL BE INCIDENTAL TO THE CONTRACT.

14. PREVENT THE TRANSPORT OF SEDIMENT, DUST, AND DEBRIS FROM THE CONSTRUCTION SITE USING COMMONLY ACCEPTED METHODS INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF SEDIMENTATION BASINS WITH TEMPORARY SWALES, SILT BARRIERS, WIND FENCING, AND/OR TRASH RETAINERS OR AS DIRECTED BY THE COUNTY ENGINEER. PROVIDE ALL NECESSARY EROSION AND SEDIMENT CONTROL PRIOR TO ANY CONSTRUCTION, MAINTAIN THROUGHOUT CONSTRUCTION AND REMOVE AT THE COMPLETION OF

CONSTRUCTION.

15. ALL VERIFIED WETLAND BOUNDARIES AND BUFFER AREAS SHALL BE CLEARLY DELINEATED ON THE SITE PRIOR TO INITIAL CLEARING AND GRUBBING ACTIVITIES. THE DELINEATION SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND BE READILY DISCERNIBLE TO CONSTRUCTION PERSONNEL.

16. ALL WORK PERFORMED SHALL COMPLY WITH ALL APPLICABLE REGULATIONS AND ORDINANCES OF THE VARIOUS

GOVERNMENT AGENCIES HAVING JURISDICTION OVER THE WORK PERFORMED.

17. REMOVE ALL ABANDONED UTILITY LINES. STRUCTURES AND OTHER SUBTERRANEAN OBJECTS TO A MINIMUM DEPTH OF FOUR (4) FEET BELOW GRADE, OR AS OTHERWISE DIRECTED BY THE COUNTY ENGINEER OR PLANS.

MATERIALS INTERFERING WITH CONSTRUCTION AND ALL ABANDONED UTILITY LINES, PIPES, STRUCTURES AND OTHER SUBTERRANEAN OBJECTS TO BE REMOVED, SHALL BE DISPOSED OF AS DIRECTED BY THE COUNTY ENGINEER. ALL MATERIALS NOT CLAIMED BY THE COUNTY BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN AREAS PROVIDED BY THE CONTRACTOR. EXCESS MATERIALS RESULTING FROM EXCAVATION SHALL BE REMOVED. COST TO BE INCLUDED IN 110- 1- 1 CLEARING AND GRUBBING.

18. ALL EXISTING TREES, FENCES, SHRUBBERY, SPRINKLERS, ETC. LOCATED WITHIN THE LIMITS OF THE CONSTRUCTION ARE TO BE REMOVED OR CAPPED AS PART OF THE CLEARING AND GRUBBING. PROVIDE THE PROPERTY OWNERS A MINIMUM OF 96 HOURS NOTICE TO RELOCATE OR SALVAGE PRIOR TO REMOVAL.

19. EXISTING TREES WITHIN CONSTRUCTION LIMITS SHALL BE PRUNED TO PROVIDE CLEAR ZONE WIDTH

REQUIREMENTS AS DESCRIBED IN THE FDOT DESIGN MANUAL.

20. ANY MAILBOX WITHIN THE LIMITS OF CONSTRUCTION IS TO BE TAKEN DOWN AND RESET IN ACCORDANCE WITH POSTAL REQUIREMENTS; COST TO BE INCLUDED UNDER CLEARING AND GRUBBING. REMOVAL AND RELOCATION OF MAILBOXES IS INCIDENTAL TO THE CONTRACT. REPLACEMENT OF MAILBOXES DAMAGED

DURING REMOVAL AND RELOCATION IS REQUIRED.

21. BORROW MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF INDEX NO. 120-001 (FDOT-SPRC) AND SPECIFICATION SECTION 120 (FDOT-SSRBC). THE CONTRACT UNIT PRICE FOR BORROW INCLUDES EMBANKMENT

SUCCESSFULLY TESTED AND ACCEPTED IN PLACE.

22. COMPACTION REQUIREMENTS SHALL CONFORM TO SECTIONS 120 AND 125 OF THE F.D.O.T. STANDARD

SPECIFICATIONS UNLESS OTHERWISE PROVIDED FOR IN THE PLANS AND SPECIFICATIONS.

23. ALL EXISTING STRUCTURES AND STORMWATER FACILITIES LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE CLEANED PRIOR TO ACCEPTANCE OF CONTRACT. COST SHALL BE INCLUDED IN MOBILIZATION PAY ITEM 101-1.

24. ALL AREAS INSIDE AND OUTSIDE THE PROJECT LIMITS, WHICH ARE DISTURBED AS A RESULT OF THE PROJECT CONSTRUCTION, SHALL BE RESTORED TO ORIGINAL OR DESIGN GRADE AS APPLICABLE. GRASSED AREAS SHALL BE SODDED, NOT SEEDED AND MULCHED AT NO ADDITIONAL COST, UNLESS OTHERWISE

APPROVED BY THE PROJECT ENGINEER.

25. SHOULDER SODDING AND TURF ON EXISTING FACILITIES SHALL BE IN COMPLIANCE WITH STANDARD PLANS

INDEX 570-010.

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GENERAL NOTES (1)

GENERAL NOTES CONTINUED

26. CONCRETE SIDEWALKS TO BE CONSTRUCTED PER FDOT STANDARD PLANS INDEX NO. 522-001 UNLESS

OTHERWISE NOTED.

27. TOOL RADIUS ALL EXPOSED EDGES ½-INCH RADIUS.

28. CONSTRUCTION JOINTS AT 5 FT. INTERVALS.

29. ½-INCH EXPANSION JOINTS AT 100 FT. INTERVALS.

30. SURFACE SHALL BE SANDY TEXTURE BROOM FINISH.

31. ALL NEW AND EXISTING SIDEWALKS CONNECTING TO STREETS WITHIN THE PROJECT LIMITS TO RECEIVE

DETECTABLE WARNING SURFACES PER FDOT STANDARD PLANS INDEX 522-002.

32. ALL SIDEWALKS WITHIN TRAFFIC BEARING AREAS SHALL BE 6-INCHES THICK AND NON-TRAFFIC BEARING

AREAS SHALL BE 4-INCHES THICK.

33. HC RAMPS TO BE 6-INCH THICK FOR FIRST 7 FT. STARTING AT EOP.

34. CONTRACTOR TO SUBMIT FOR A RIGHT OF WAY USE PERMIT THROUGH PASCO COUNTY CENTRAL PERMITTING.

TEMPORARY TRAFFIC CONTROL GENERAL NOTES

1. CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN ALL NECESSARY TRAFFIC CONTROL AND SAFETY DEVICES, IN ACCORDANCE WITH THE U.S. DEPARTMENT OF TRANSPORTATION ''MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" LATEST EDITION, AND THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD PLANS FOR ROAD

CONSTRUCTION FY 2023-24", AS AMENDED BY THE SPECIFICATIONS FOR THIS PROJECT.

2.LANE CLOSURES WILL BE PROHIBITED DURING SPECIAL SCHOOL EVENTS. THE CONTRACTOR IS TO CONTACT THE LOCAL SCHOOL BOARD ADMINISTRATION OFFICE FOR INFORMATION, DATES AND TIME OF THESE SPECIAL

EVENTS.

3.THE EXISTING POSTED SPEEDS SHALL BE MAINTAINED FOR THE DURATION OF THE CONSTRUCTION PERIOD.

4. THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION VISIBLE DURING CONSTRUCTION

OPERATIONS, IN ORDER TO FACILITATE EMERGENCY VEHICLE TRAFFIC.

5.CONTRACTOR IS TO PROVIDE MAINTENANCE OF TRAFFIC PLAN TO PASCO TRAFFIC OPERATIONS DIVISION FOR APPROVAL AND WILL NOT COMMENCE CONSTRUCTION PRIOR TO THE APPROVAL OF THE MAINTENANCE OF

TRAFFIC PLANS.

SIGNING AND PAVEMENT MARKING NOTES

1. ALL EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS WILL BE REMOVED, STOCKPILED AND

RELOCATED BY THE CONTRACTOR, IN ACCORDANCE WITH SIGNING SHOWN IN THE PLANS.

2.CONTRACTOR TO CALL TRAFFIC OPERATIONS FOR SALVAGING OF EQUIPMENT. CONTRACTOR TO DELIVER ITEM TO

STOCK YARD. CONTACT SCOTT BROWN AT 727-849-6845.

3.CAUTION SHOULD BE EXERCISED WHILE RELOCATING EXISTING SIGNS TO PREVENT UNNECESSARY DAMAGE TO SIGNS AND UNDERGROUND UTILITIES. IF THE SIGNS OR UTILITIES ARE DAMAGED BEYOND USE, AS DETERMINED BY THE PROJECT ENGINEER, SIGNS WILL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

4.CAUTION SHALL BE EXERCISED WHILE RELOCATING EXISTING SIGNS SO AS TO PREVENT DAMAGE TO THE SIGNS. IF THE SIGNS OR EXISTING INFRASTRUCTURE ARE DAMAGED BEYOND USE, AS DETERMINED BY THE

ENGINEER, THEY SHALL BE REPLACED AT NO ADDITIONAL COST.

5.THE SIGN LOCATIONS SHOWN ARE APPROXIMATE AND MAY REQUIRE FIELD ADJUSTMENT AS DIRECTED BY THE

ENGINEER.

SIGNING AND PAVEMENT MARKING NOTES CONTINUED

6. ALL COLUMNS (POSTS) FOR SINGLE COLUMN SIGNS SHALL BE ALUMINUM ROUND TUBE WITHIN FDOT R/W AND U-

CHANNEL WITHIN PASCO COUNTY R/W, UNLESS OTHERWISE INDICATED IN THE PLANS.

7. PAVEMENT MARKINGS AND REFLECTIVE PAVEMENT MARKERS SHALL BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION. ALL STRIPING SHALL BE APPROVED BY THE PASCO COUNTY TRAFFIC DEPARTMENT PRIOR TO

PLACEMENT.

8. ALL PAVEMENT MARKINGS SHALL BE LEAD-FREE, NON-SOLVENT BASED THERMOPLASTIC. THE PERMITTEE SHALL FURNISH THE COUNTY WITH THE MANUFACTURER'S CERTIFICATION THAT THE THERMOPLASTIC IS27 IS

"LEAD-FREE".

UTILITY NOTES

1. UTILITY IMPROVEMENTS SHALL ADHERE TO PASCO COUNTY UTILITY DEPARTMENT (PCU) - STANDARD FOR DESIGN AND CONSTRUCTION OF WATER, WASTEWATER AND RECLAIMED WATER FACILITIES (LATEST EDITION).

2. CONTRACTOR IS TO ADJUST WATER AND/OR GATE VALVE PADS TO BACK OF SIDEWALK FINISHED GRADE PER PCU DETAILS AND COUNTY SPECIFICATION 425-2. CONTRACTOR WILL COORDINATE WITH PCU O&M WATER

MAINTENANCE.

3. DURING RELOCATION OR INSTALLATION OF SIGNAGE, CONTRACTOR IS TO USE EXTREME CAUTION TO PREVENT

INSTALLATION OF POST FROM CONFLICTING WITH EXISTING UTILITIES.

4. CONTRACTOR IS TO FLAG ALL EXISTING UTILITY FACILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.

5. CONTRACTOR SHALL CALL THE SUNSHINE STATE ONE CALL AT 811 AND THE UTILITY OWNERS 48 HOURS BEFORE

BEGINNING WORK. NOT ALL UTILITIES ARE MEMBERS, WHICH WILL REQUIRE DIRECT CONTACT WITH

NON-MEMBERS.

Plot-C:\Users\USQM727110\WSP O365\PascoCountyTransGEC - 2_RANCH ROAD SIDEWALK\9-CADD\Ranch Road\roadway\GNNTRD01.dwg - May 22, 2024 @ 2:09pm - USQM727110

GENERAL NOTES (2)

100 105 110 115 120 125 130 135 140 145 150 155

PI STA. 126+18.40

PC STA. 153+46.40

PT STA. 160+79.65

PRC STA. 157+43.06

SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17

SHEET 18 SHEET 19

10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85

End STA. 89+61.17

PI STA. 36+18.40 PI STA. 62+68.55

Beg. STA. 10+00.00

PI STA. 11+63.58

PI STA. 13+27.17

PI STA. 14+90.19

PI STA. 16+53.21

S 89° 35' 49" E S 89° 54' 57" E

CURVE DATA RANCH ROAD (C1)

PI STA. = 155+46.07

DELTA = 16° 14' 01"

D = 4° 05' 33" T = 199.67 L = 396.66 R = 1400.00

PC STA. = 153+46.40

PT STA. = 157+43.06

C1

C2

CURVE DATA RANCH ROAD (C2)

PI STA. = 159+12.96

DELTA = 19° 17' 07"

D = 5° 43' 46" T = 169.90 L = 336.59 R = 1000.00

PC STA. = 157+43.06

PT STA. = 160+79.65

S 89° 35' 49" E S 89° 55' 09" E

N85° 33' 41"E N76° 25' 06"E

N77° 10' 04"E

N87° 48' 33"E

S86° 47' 46"E

S89° 49' 52"E

S89° 49' 52"E

S86° 50' 26"E

END PROJECT

RANCH ROAD (DESIGN ALIGNMENT)

STA. 161+92.13

RANCH ROAD (SURVEY ALIGNMENT)

STA. 17+88.05

N 1448619.064 E 437394.163

BEGIN PROJECT

STA. 100+00.00

RANCH ROAD (SURVEY ALIGNMENT)

STA. 10+00.00

N 1448555.999 E 431211.046

STA. 140+03.98

END FDOT

LAP FUNDING

STA. 104+37.35

BEGIN FDOT

South Boundary Section 10-25S-16E North Boundary Section 15-25S-16E

℄ CONST

Plot-C:\Users\USQM727110\WSP O365\PascoCountyTransGEC - 2_RANCH ROAD SIDEWALK\9-CADD\Ranch Road\roadway\PLAYRD01.dwg - May 22, 2024 @ 2:09pm - USQM727110

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PLAN & BACK OF WALK PROFILE (12)

Sheets and Views

1 KEYSRD01 - KEY

2 SIGNATURE SHEET

3 TYPICAL SECTIONS (1)

4 TYPICAL SECTIONS (2)

5 SUMMARY OF PAY ITEMS

6 GENERAL NOTES (1)

7 GENERAL NOTES (2)

8 PROJECT LAYOUT

9 PLAN & BACK OF WALK PROFILE (1)

10 PLAN & BACK OF WALK PROFILE (2)

11 PLAN & BACK OF WALK PROFILE (3)

12 PLAN & BACK OF WALK PROFILE (4)

13 PLAN & BACK OF WALK PROFILE (5)

14 PLAN & BACK OF WALK PROFILE (6)

15 PLAN & BACK OF WALK PROFILE (7)

16 PLAN & BACK OF WALK PROFILE (8)

17 PLAN & BACK OF WALK PROFILE (9)

18 PLAN & BACK OF WALK PROFILE (10)

19 PLAN & BACK OF WALK PROFILE (12)

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RANCH ROAD (DESIGN ALIGNMENT)

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RANCH ROAD (SURVEY ALIGNMENT)

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N 1448555.999 E 431211.046

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DESCRIPTION DESCRIPTIONDATE

REVISIONS

SHEET

NO.

PASCO

DATE

W.O. NO.

PUBLIC INFRASTRUCTURE BRANCH

TRANSPORTATION ENGINEERING DEPARTMENT

PROJECT MANAGEMENT DIVISION

5418 SUNSET ROAD

NEW PORT RICHEY, FL 34652

X11127.1014900008

TRAFFIC CABLE CROSSING

MARKED IN RED

AutoCAD SHX Text

PASCO COUNTY

AutoCAD SHX Text REGISTERED PROFESSIONAL ENGINEER FLORIDA LICENSE No.

AutoCAD SHX Text

RANCH ROAD SIDEWALK

AutoCAD SHX Text

PLAN & BACK OF WALK PROFILE (1)

AutoCAD SHX Text jjjohnson Underline jjjohnson Line jjjohnson Line jjjohnson Line jjjohnson Line jjjohnson Line jjjohnson Line jjjohnson Line jjjohnson Line