Drawings.pdf

PDF 9 MB Posted Nov 15, 2024

Attached to: Entrance Roadway to International Drive Booster Pump Station
Solicitation number: Y25-734
Issued by: Orange County, Orlando City, Florida

About this file

Written by GovTribe AI · May 11, 2025

The file is a comprehensive set of construction plans for the I-Drive Booster Pump Station Access Road project, prepared by CPH, Inc. for Orange County Utilities Department in Florida. The project involves constructing a 20-foot wide Type B stabilized road with 2 inches of asphalt, spanning approximately 16+48.52 stations (approximately 1,648 feet), located near International Drive. The plans, dated October 2024, include detailed engineering drawings covering aspects such as stormwater pollution prevention, grading, cross-sections, civil details, and maintenance of traffic. The project includes several key components like proposed dry ponds, concrete weirs, utility relocations, and erosion control measures.

The construction plans demonstrate careful environmental and engineering considerations, including multiple wetland areas (Wetland No. 5, 6, and 7), existing utility protections, and specific grading and drainage specifications. The project appears to be funded through Orange County's Capital Improvement Project (CIP) with funding code 1539-13 and is located in District 6. The engineering approach shows attention to existing site conditions, with provisions for protecting existing infrastructure like storm pipes, water mains, and utility lines. The estimated project cost is $753,156.00, with electronic bid submissions required through the OpenGov e-Procurement Platform, with bids due by 4:00 pm EST on Tuesday, January 14, 2025.

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File	Type	Posted
Entrance_Roadway_to_International_Drive_Booster_Pump_Station_(Addendum_#2_Revision).pdf	PDF	Jan 7, 2025
Specifications.pdf	PDF	Nov 15, 2024

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CONSTRUCTION PLANS FOR:

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR BYRON W. BROOKS

COUNTY ADMINISTRATOR

ED TORRES, M.S., P.E., LEED AP

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

I-DRIVE BOOSTER PUMP STATION

ACCESS ROAD

DISTRICT : 6

OCU FILE No. : 94446

CIP FUNDING CODE : 1539-13

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

EMILY BONILLA

DISTRICT 5

MICHAEL "MIKE" SCOTT

DISTRICT 6

ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION INFORMATION

SHOULD NOT BE OBTAINED BY SCALING THE PLANS.

PLANS PREPARED BY:

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Surveyors

Traffic/Transportation

A Full Service A & E Firm

1117 East Robinson Street - Orlando, FL 32801 Phone: 407.425.0452

Architectural Lic. No. AA2600926 Landscape Lic. No. LC0000298

Licenses:

Engineering C.O.A. No. 3215

Survey L.B. No. 7143

October 2024 BID SET Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Cover Sheet-Notes and Details.dwg Oct 07, 2024 - 2:31pm dg.Holland

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm

OF ALL FACILITIES THAT WILL BE ENCOUNTERED DURING CONSTRUCTION.

OF THE CONTRACTOR TO NOTIFY AND ARRANGE FOR FIELD LOCATION

NOTE: THIS LISTING IS PROVIDED AS AN AID. IT IS THE RESPONSIBILITY

ELECTRIC

CATV

TELEPHONE

COMMUNICATIONS MCI

COMCAST COMMUNICATIONS

CENTURY LINK

RECLAIMED WATER

WATER

UTILITIES

ORANGE COUNTY UTILITIES DEPARTMENT

COMPANY

(407) 629-1010

(800) 624-9675 x2

(904) 738-6898

(850) 599-1444

(407) 836-6850

TELEPHONE / EMAIL

OCU CONSTRUCTION DIVISION (407) 254-9798

(407) 254-9900

(407) 254-9798

OCU ENGINEERING DIVISION

OCU CONSTRUCTION DIVISION'S INSPECTOR

UTILITY CONTACTS

ORANGE COUNTY UTILITIES DEPARTMENT (407) 836-6850

SHEET NO. DRAWING DESCRIPTION

INDEX OF SHEETS

COVER SHEET

GENERAL NOTES, VICINITY MAP, AND INDEX OF SHEETS

STORMWATER POLLUTION PREVENTION PLANS

DIMENSION PLANS

GRADING PLANS

CROSS SECTIONS

CROSS SECTIONS & TEST HOLE DATA

CIVIL DETAILS

CURB MODIFICATION

MAINTENANCE OF TRAFFIC PLAN - GENERAL NOTES SHEET

MAINTENANCE OF TRAFFIC PLAN - PLAN SHEET

DRAWING NO.

COVER

C0.1 C0.2 C1.0 C2.0 C2.1 C2.2 C3.0 C4.0 T100 T101

R N

D R

WORLD CENTER DR.

EASEMENT

GENERAL NOTES:

GENERAL PROJECT DATA:

FOR IDENTIFICATION OF CONTRACTUAL AGREEMENTS, THIS SET OF DRAWINGS IS DATED JULY 2024. ANY REVISIONS

THEREAFTER WILL BE NOTED AND DATED ON THE AFFECTED DRAWING(S).

THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY.

ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED.

CHAPTER 17-53 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITY COMPANIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. THE ONLY SAFE AND RELIABLE WAY TO LOCATE EITHER THE MAINS OR SERVICE LINES IS BY ON-SITE INSPECTIONS BY GAS COMPANY PERSONNEL, THEREFORE, EXCAVATORS ARE DIRECTED TO TELEPHONE THE GAS COMPANY A MINIMUM OF TWO WORKING DAYS BEFORE ENTERING A NEW

CONSTRUCTION AREA.

SOILS INVESTIGATIONS FOR THE SITE WERE PROVIDED BY BLUE MARLIN ENGINEERING. THE CONTRACTOR IS TO OBTAIN A COPY OF THAT SOILS REPORT FOR REVIEW PRIOR TO CONSTRUCTION; AND THE CONSTRUCTION IS TO CONFORM TO THE RECOMMENDATIONS IN THAT REPORT. GEOTECHNICAL REPORT IS PROVIDED IN APPENDIX A OF THE PROJECT

SPECIFICATIONS.

SURVEY INFORMATION PREPARED BY: L&S DIVERSIFIED

HORIZONTAL DATA SHOWN HEREON ARE BASED ON THE NORTH AMERICAN DATUM OF 1983, WITH A 2012 ADJUSTMENT (NAD83/2012), AND ARE REFERENCED TO THE FLORIDA PERMANENT REFERENCE NETWORK STATION "FLKS".

PERMITS AND PERMITS REQUIREMENTS:

THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS. THE CONTRACTOR SHALL BE EXPECTED TO REVIEW AND ABIDE BY ALL THE REQUIREMENTS AND LIMITATIONS SET FORTH IN THE PERMITS. THE CONTRACTOR SHALL PROVIDE INSURANCE, NOTIFICATIONS OF

TESTING ETC. AS REQUIRED BY THE PERMITS.

PERMITS AVAILABLE TO CONTRACTOR:

ORANGE COUNTY: SITE PLAN

SOUTH FLORIDA WATER MANAGEMENT DISTRICT: DRAINAGE PERMIT

LAYOUT AND CONTROL:

UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

QUALITY CONTROL TESTING REQUIREMENTS

TESTING SHALL BE PROVIDED BY THE CONTRACTOR. RESULTS SHALL BE PROVIDED TO THE OWNER/OPERATOR AND THE ENGINEER. TESTING REQUIREMENTS ARE TO BE IN ACCORDANCE WITH THE OWNER/OPERATOR'S SPECIFICATIONS AND REQUIREMENTS. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS.

SHOP DRAWINGS:

SHOP DRAWINGS AND CERTIFICATIONS FOR ALL STORM DRAINAGE, MATERIALS AND STRUCTURES, UTILITIES (WATER AND SANITARY SEWER) AND ASPHALT PAVEMENT ARE REQUIRED. THE CONTRACTOR SHALL SUBMIT SIX (6) COPIES OF SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION.

TRENCH SAFETY:

THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCY SAFETY ACT (90-96, LAWS OF FLORIDA, OR LATEST EDITION). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.

STORM WATER MANAGEMENT SYSTEM:

OWNER/OPERATOR:

THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE STORM SYSTEM SHOWN ON THESE PLANS IS THE OWNER. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THE OWNER AND THE SFWMD STORM WATER

PERMIT.

MATERIAL SPECIFICATIONS:

REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH RUBBER GASKET JOINTS. RCP SHALL CONFORM TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTION 942. ALL PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC TO PREVENT SEDIMENT

INFLUX.

ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 400 (CONCRETE STRUCTURES) AND THE APPLICABLE FDOT INDEX NUMBER

DETAIL AS SHOWN IN FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION).

ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SYSTEM (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN ON THE CONSTRUCTION PLANS, FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS AND FDOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE

CONSTRUCTION (LATEST EDITION).

OUTFALL PROTECTION:

ALL OUTFALLS SHALL BE STABILIZED OR EROSION CONTROL MEASURES INSTALLED PRIOR TO USE OF THE STORM SYSTEM. THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION. IF DURING CONSTRUCTION, ADDITIONAL EROSION CONTROLS ARE REQUIRED BY EITHER A PERMITTING AGENCY, THE ENGINEER OR THE OWNER, THE CONTRACTOR SHALL PROVIDE THOSE MEASURES AT NO ADDITIONAL COST

TO THE OWNER.

AS-BUILTS:

THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER STORM DRAINAGE AS-BUILTS. AS-BUILTS SHALL CONTAIN, AT THE MINIMUM, BUT NOT LIMITED TO, INSTALLED STRUCTURE TOP ELEVATIONS, ORIFICE OR WEIR INVERTS AND SIZES, PIPE INVERT ELEVATIONS, PIPE LENGTH AND SIZE.

EARTHWORK:

THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS.

EROSION CONTROL:

EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. REFER TO SOUTH FLORIDA WATER MANAGEMENT

DISTRICT (SFWMD) PERMIT FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE. IF DURING CONSTRUCTION, ADDITIONAL EROSION CONTROLS ARE REQUIRED BY EITHER A PERMITTING AGENCY, THE ENGINEER OR THE OWNER, THE CONTRACTOR SHALL PROVIDE THOSE MEASURES AT NO ADDITIONAL COST TO THE

OWNER.

LIMITS OF DISTURBANCE:

THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA

COMPENSATION SHALL BE PROVIDED.

TREE REMOVAL:

THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE IF ANY TREES NEED TO BE REMOVED. NO TREES SHOWN ON THE CONSTRUCTION PLANS

SHALL BE REMOVED WITHOUT PERMISSION FROM THE OWNER AND ENGINEER.

CLEARING AND GRUBBING:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING AND GRUBBING FOR SITE CONSTRUCTION INCLUDING CLEARING FOR PAVING, DRAINAGE FACILITIES AND BUILDING CONSTRUCTION. THE LIMITS OF CLEARING AND GRUBBING

SHALL BE THE SURVEYED PROJECT BOUNDARY.

ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES, IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPER DISPOSAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. ANY EXCESS USABLE FILL MATERIAL THAT IS NOT NEEDED FOR CONSTRUCTION SHALL BE REMOVED AND DISPOSED PROPERLY BY THE

CONTRACTOR.

NO BURNING OF DEBRIS ON SITE IS PERMITTED.

FILL MATERIAL:

ALL FILL MATERIALS SHALL CONTAIN NO MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH OR OTHER

MATERIAL THAT WILL NOT COMPACT INTO A SUITABLE AND ENDURING BACKFILL.

COMPACTION:

FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ALL FILL IN OPEN AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY, AS DETERMINED BY AASHTO T-180. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS.

REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION FOR COMPACTION UNDER PROPOSED BUILDINGS. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL.

SURFACE DRAINAGE:

THE CONTRACTOR SHALL BE EXPECTED, AT THE END OF EACH DAY, TO HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. SILTATION BARRIERS

SHALL BE MAINTAINED AND REPAIRED IF REQUIRED AT THE END OF EACH WORKING DAY.

GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED.

PAVEMENT:

OWNER/OPERATOR :

THE ENTITY THAT WILL OWN, OPERATE AND MAINTAIN THE ROADWAYS SHOWN ON THESE PLANS IS THE OWNER. THE CONTRACTOR SHALL BE EXPECTED TO MEET ALL THE REQUIREMENTS OF THE OWNER AND ALL REQUIRED PERMITTING

AGENCIES (CITY OR COUNTY).

GENERAL DESIGN:

ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS OR SPOT ELEVATONS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP APPROACHES TO INTERSECTIONS AND BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. IN THESE INSTANCES, IT MAY ALSO BECOME ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THE CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IN ADDITION, THE CROWN MAY HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE

SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS.

MATERIAL/CONSTRUCTION SPECIFICATIONS:

MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPT. OF TRANSPORTATION FY 2020-21 STANDARD PLANS FOR ROAD CONSTRUCTION, OR LATEST EDITION.

PAVEMENT SECTION REQUIREMENTS:

SEE PLANS AND SPECIFICATIONS FOR REQUIREMENTS.

PAVEMENT MARKINGS/SIGNAGE:

PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE CONSTRUCTION PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR. SIGNAGE SHALL BE IN CONFORMANCE WITH MUTCD (LATEST EDITION).

A 14 DAY PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO APPLICATION OF THE PAVEMENT MARKINGS. REFLECTIVE

PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH FDOT INDEX NO. 17352.

TRAFFIC CONTROL:

ALL OFF-SITE ROADS SHALL REMAIN ENTIRELY OPEN. ALL CONSTRUCTION WARNING SIGNAGE SHALL BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHALL BE CONTINUOUSLY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK SITE AREA. LIGHTED WARNING DEVICES ARE TO BE OPERATIONAL PRIOR TO DUSK EACH NIGHT DURING CONSTRUCTION ON OR NEAR PUBLIC ROADWAYS. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC PLAN FOR ENGINEER AND ORANGE COUNTY

APPROVAL.

CURBING:

CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION CLASS "1" CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 2500 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'-0" ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS.

SITE RESTORATION:

COMPLETE FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SEED OR SOD) SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE

OWNER/OPERATOR. ALL DISTURBED AREAS SHALL BE SODDED.

AS-BUILTS:

THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENT AS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT NOT BE LIMITED TO, PAVEMENT WIDTHS, PAVEMENT CROSS-SLOPES AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED. SEE "GENERAL AS-BUILT REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS.

C0.1 N.T.S.X

KDS

GNP

Cover Sheet, Notes, and Details

I-DRIVE BOOSTER PUMP STATION

ACCESS ROAD

GENERAL NOTES, VICINITY MAP, & INDEX OF SHEETS KAYLA D. SHEFFIELD

92781

DUKE ENERGY

TELEPHONE CHARTER COMMUNICATIONS (407) 532-8520

TELEPHONE AT&T DISTRIBUTION G27896@ATT.COM

FIBER/TRAFFIC SIGNALS ORANGE COUNTY PUBLIC WORKS (407) 836-7814

FIBER CENTRAL FLORIDA EXPRESSWAY AUTHORITY (407) 690-5337

FIBER SUMMIT BROADBAND (407) 966-1183

FIBER UNITI-FIBER LLC (251) 214-7059

Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Cover Sheet-Notes and Details.dwg Aug 22, 2024 - 3:38pm dg.Holland

REMOVE AND REPLACE 35 L.F. OF

EXISTING TYPE F CONCRETE CURB

EXISTING FENCE

RIGHT OF WAY LINE

EXISTING STORM SEWER

LEGEND

OE OE

EXISTING BURIED FIBER OPTIC

EXISTING OVERHEAD UTILITY

EXISTING BURIED TELEPHONE

EXISTING BURIED ELECTRIC

X X

WETLAND BOUNDARY

EXISTING UKNOWN UNK UNK

EDGE OF PAVEMENT & EDGE OF CURB

91 PROPOSED CONTOUR

EXISTING CONTOUR89

EXISTING WATER MAIN

EXISTING REUSE WATER MAIN

EASEMENT / BOUNDARY

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

91.7

91.2X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

4' BARBED WIRE FENCE

91.6

X X X X X X X X X X X X X X X X

DIRT ROAD

WOODED AREA

OOOOOOOOOOO

SUBDIVISION

PLAT BOOK E, PAGE 23

DIRT ROAD

91.3

91.0

91.3

91.9

92.0

91.2

91.5 92.2

DIRT ROAD

E W

N O

. 1

E W

N O

. 2

91.3

91.4

91.5 90.6

91.3 92.1

91.7

91.8

91.3

91.791.1

90.3

91.8

91.3

91.8

90.9

90.6

91.3

91.2

91.6

91.5

91.4

91.6

90.3

91.0

92.7 90.7

91.391.5

91.691.7

91.4

90.8

92.4

92.3

90.9

91.0

91.1

91.2 91.7

91.6

92.2

92.1

92.2

92.1

90.5

92.2

92.3

91.8

91.9

91.6

91.5

91.7

91.8

90.2

91.5

91.2

O O O O O

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O O

O O O O O O O O O O O O O O O O O O O O O O O

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

92 92 92 92 91 91

BW±91.34

TW91.35

BW±91.40 BW±91.50

TW94.75

BW±91.47

TW91.67

8+50 9+00 10+00 11+00 12+00 13+00 14+00

TH 1-1

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

O E

T R

DIRT ROAD

WOODED AREA

OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

D O

#3 5-

-2

-0

DOC #20190179216

91.3 91.6

91.3

90.7

DIRT ROAD

WETLAND NO. 6

SHWL ELEVATION = 89.32

92.0

90.3

92.0

91.5

92.1

89.8

91.8

91.1

90.9

91.0

91.2

90.5

91.7

89.9

91.3

91.2

90.4

90.2

90.9

91.1

91.2

89.890.0

91.1

89.6

90.6

92.3

90.6

91.8

91.3

90.6 90.4

91.6

91.1

91.0

91.6

91.5

90.3

92.4

91.6

91.3

91.7

91.6

91.7

90.2

91.2 91.2

89.8

90.0

90.3

90.2

91.2

90.8

92.0

O O O O

O O

OOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO

91.8 91.0

90.7 92.0

92 92

6' CHAIN LINK FENCE

TW91.50

BW±91.25

TW94.65

TW95.08

BW±91.19

BW±91.11 BW±91.50

TW93.50

BW±90.75

TW94.17

BW±90.75

15+00 16+00 17+00 18+00 19+00 20+00

TH 1-2

TH 1-3

UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B)

BT(B)BT(B)BT(B)BT(B)BT(B)BT(B)BT(B)

WETLAND NO. 5

0.479 AC

91 92

TVTVTV

X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X X

X X

XXXX

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

6' C H

AIN

LIN

FEN

C E G

ATE

6' C H

AIN

LIN

K FEN

E C

ELL TO

6' CHAIN LINK FENCE

GATE

DIRT ROAD

DIRT ROADW

O D

WOODED AREA

W O

O D

30' INGRESS/EGRESS EASEMENTPER ORB 9834, PG 5580

ORB 5488, PG 946

PID#35-24-28-5844-00-402 40

89.4

DIRT ROAD

WETLAND NO. 7

SHWL ELEVATION = 88.51

91.4

90.5

90.4

90.5

TVTVTV

90.4

90.0 89 .9

89.8

89.5

90.9

90.7

90.3

90.5

TVTVTV

90.3

90.2

89.9

90.3

90.0 89.7

89.5

89.7

O O O O O O O O O O O O O O O O

O O

OOOOOOOOOOO

O O

OOOOOOOOOOO

22+00 23+00

24+00

25+00

26+00 26+48.52

W(B)W(B)W(B)

BFOC(B)BFOC(B)

NPW(B) NPW(B)

BFOC(B) BFOC(B)

WOOD POLE

NO. A97426/136668/056308

LUMEN/SPRINT

TH 1-8

TH 1-7

TH 1-6

TH 1-5

TH 1-4

TH 1-10

91 91

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C0.2 1" = 20'X

KDS

GNP

O28602 Plans

I-DRIVE BOOSTER PUMP STATION

ACCESS ROAD

STORMWATER POLLUTION PREVENTION PLANS

FROM STA. 10+00 TO STA. 26+00

KAYLA D. SHEFFIELD

92781 11

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm

Graphic Scale in Feet

20 20 40

PROPOSED 20' WIDE TYPE 'B'

STABILIZED ROAD WITH 2" OF ASPHALT

PROPOSED LIMITS OF

CONSTRUCTION (TYP.)

TYPE III DOUBLE ROW SILT FENCE

(TYP.). SEE DETAIL, SHEET C3.0.

Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Plans.dwg Aug 22, 2024 - 1:05pm dg.Holland

TYPE III SILT FENCE (TYP.)

SEE DETAIL, SHEET C3.0

PROPOSED 20' WIDE TYPE 'B'

STABILIZED ROAD WITH 2" OF

ASPHALT

PROPOSED 20' WIDE TYPE 'B'

STABILIZED ROAD WITH 2" OF ASPHALT

PROPOSED LIMITS OF

CONSTRUCTION (TYP.)

TYPE III SILT FENCE (TYP.).

SEE DETAIL, SHEET C3.0.

TYPE III DOUBLE ROW

SILT FENCE (TYP.). SEE

DETAIL, SHEET C3.0

PROPOSED LIMITS OF

CONSTRUCTION (TYP.)

TYPE III SILT FENCE (TYP.)

SEE DETAIL, SHEET C3.0

TYPE III DOUBLE ROW

SILT FENCE (TYP.). SEE

DETAIL, SHEET C3.0

CONSTRUCTION SIGNAGE.

SEE DETAIL, SHEET C4.0

TEMPORARY STABILIZED

CONSTRUCTION ENTRANCE.

SEE DETAIL, SHEET C3.0

STABILIZED ACCESS TO

REMAIN UNTIL ASPHALT

ROADWAY AND CURB IS

CONSTRUCTED

EXISTING RETAINING WALL

EXISTING

RETAINING WALL

M A

T C

H L

S T

A . 1

MATCHLINE STA. 21+25

M A

T C

H L

S T

A . 1

M A

T C

H L

S T

A . 2

WI-5 0.002 FT

OF FILL

24.4'

23'

PROPOSED DRY POND

PROPOSED WEIR

PROPOSED CONVEYANCE SWALE

PROPOSED DRY POND

PROPOSED WEIR

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

4' BARBED WIRE FENCE

X X X X X X X X X X X X X X X X

DIRT ROAD

WOODED AREA

DOC #20190179216

PID #35-24-28-5844-00-090

DOC #20190179216

PID #35-24-28-5844-00-090

DIRT ROAD

E W

N O

. 1

E W

N O

. 2

BW±91.34

TW91.35

BW±91.40 BW±91.50

TW94.75

BW±91.47

TW91.67

8+50 9+00 10+00 11+00 12+00 13+00 14+00

TH 1-1

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

T R

DIRT ROAD

WOODED AREA

#3 5-

-2

-0

DIRT ROAD

DIRT ROAD DIRT ROAD

DIRT ROAD

WETLAND NO. 6

SHWL ELEVATION = 89.32

6' CHAIN LINK FENCE

TW91.50

BW±91.25

TW94.65

TW95.08

BW±91.19

BW±91.11 BW±91.50

TW93.50

BW±90.75

TW94.17

BW±90.75

15+00 16+00 17+00 18+00 19+00 20+00

TH 1-2

TH 1-3

UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B)

BT(B)BT(B)BT(B)BT(B)BT(B)BT(B)BT(B)

WETLAND NO. 5

0.479 AC

TVTVTV

X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X X

X X

XXXX

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

6' C H

AIN

LIN

FEN

C E G

ATE

6' C H

AIN

LIN

K FEN

E C

ELL TO

6' CHAIN LINK FENCE

GATE

DIRT ROAD

DIRT ROADW

O D

WOODED AREA

W O

O D

WILLIS R. MUNGER'S LAND

SUBDIVISION

PLAT BOOK E, PAGE 23

30' INGRESS/EGRESS EASEMENTPER ORB 9834, PG 5580

ORB 5488, PG 946

PID#35-24-28-5844-00-402

WILLIS R. MUNGER'S LAND

SUBDIVISION

PLAT BOOK E, PAGE 23

PID#35-24-28-5844-00-390

WILLIS R. MUNGER'S LAND

SUBDIVISION

PLAT BOOK E, PAGE 23

DIRT ROAD

WETLAND NO. 7

SHWL ELEVATION = 88.51

22+00 23+00

24+00

25+00

26+00 26+48.52

W(B)W(B)W(B)

BFOC(B)BFOC(B)

NPW(B) NPW(B)

BFOC(B) BFOC(B)

WOOD POLE

NO. A97426/136668/056308

LUMEN/SPRINT

TH 1-7

TH 1-6

TH 1-5

TH 1-4

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C1.0 1" = 20'X

KDS

GNP

O28602 Plans

I-DRIVE BOOSTER PUMP STATION

ACCESS ROAD

DIMENSION PLANS

FROM STA. 10+00 TO STA. 26+00

KAYLA D. SHEFFIELD

92781 11

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm

NEW ROW

BY OTHERS

5' 20 .0

' 20 .0

Graphic Scale in Feet

20 20 40

5' 4'

6" RIBBON CURB

25' R 34' R

14' R

5' R 40' R

20' R

35' R

15' R

100' R

80' R

50' R

30' R

M A

T C

H L

S T

A . 1

MATCHLINE STA. 21+25

M A

T C

H L

S T

A . 1

M A

T C

H L

S T

A . 2

N 1464263.69 E 500864.07

47' R

67' R

Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Plans.dwg Aug 22, 2024 - 1:05pm dg.Holland

PROPOSED CONVEYANCE SWALE

PROPOSED DRY POND

EXISTING 4' BARBED

WIRE FENCE TO BE

REMOVED

EXISTING 4' BARBED

WIRE FENCE TO BE

REMOVED

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

91.7

91.2X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

4' BARBED WIRE FENCE

91.6

X X X X X X X X X X X X X X X X

DIRT ROAD

WOODED AREA

DOC #20190179216

PID #35-24-28-5844-00-090

DOC #20190179216

PID #35-24-28-5844-00-090

DIRT ROAD

91.3

91.0

91.3

91.9

92.0

91.2

91.5 92.2

DIRT ROAD

E W

N O

. 1

E W

N O

. 2

91.3

91.4

91.5 90.6

91.3 92.1

91.7

91.8

91.3

91.791.1

90.3

91.8

91.3

91.8

90.9

90.6

91.3

91.2

91.6

91.5

91.4

91.6

90.3

91.0

92.7 90.7

91.391.5

91.691.7

91.4

90.8

92.4

92.3

90.9

91.0

91.1

91.2 91.7

91.6

92.2

92.1

92.2

92.1

90.5

92.2

92.3

91.8

91.9

91.6

91.5

91.7

91.8

90.2

91.5

91.2

92 92 92 92 91 91

BW±91.34

TW91.35

BW±91.40 BW±91.50

TW94.75

BW±91.47

TW91.67

8+50 9+00 10+00 11+00 12+00 13+00 14+00

TH 1-1

UNK(B)UNK(B)UNK(B)UNK(B)UNK(B)

OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOE

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

O E

T R

DIRT ROAD

WOODED AREA

#3 5-

-2

-0

91.3 91.6

91.3

90.7

DIRT ROAD

WETLAND NO. 6

SHWL ELEVATION = 89.32

92.0

90.3

92.0

91.5

92.1

89.8

91.8

91.1

90.9

91.0

91.2

90.5

91.7

89.9

91.3

91.2

90.4

90.2

90.9

91.1

91.2

89.890.0

91.1

89.6

90.6

92.3

90.6

91.8

91.3

90.6 90.4

91.6

91.1

91.0

91.6

91.5

90.3

92.4

91.6

91.3

91.7

91.6

91.7

90.2

91.2 91.2

89.8

90.0

90.3

90.2

91.2

90.8

92.0

91.8 91.0

90.7 92.0

92 92

6' CHAIN LINK FENCE

TW91.50

BW±91.25

TW94.65

TW95.08

BW±91.19

BW±91.11 BW±91.50

TW93.50

BW±90.75

TW94.17

BW±90.75

15+00 16+00 17+00 18+00 19+00 20+00

TH 1-2

TH 1-3

UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B) UNK(B)

BT(B)BT(B)BT(B)BT(B)BT(B)BT(B)BT(B)

WETLAND NO. 5

0.479 AC

91 92

TVTVTV

X X X X X X X X X X X X X X X X X X X X X X X

X X

X X X X X X X X X X X X X X X X

X X

XXXX

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE

6' C H

AIN

LIN

FEN

C E G

ATE

6' C H

AIN

LIN

K FEN

E C

ELL TO

6' CHAIN LINK FENCE

GATE

DIRT ROAD

DIRT ROADW

O D

WOODED AREA

W O

O D

WILLIS R. MUNGER'S LAND

SUBDIVISION

PLAT BOOK E, PAGE 23

30' INGRESS/EGRESS EASEMENTPER ORB 9834, PG 5580

ORB 5488, PG 946

PID#35-24-28-5844-00-402

WILLIS R. MUNGER'S LAND

SUBDIVISION

PLAT BOOK E, PAGE 23

PID#35-24-28-5844-00-390

WILLIS R. MUNGER'S LAND

SUBDIVISION

PLAT BOOK E, PAGE 23

89.4

DIRT ROAD

WETLAND NO. 7

SHWL ELEVATION = 88.51

91.4

90.5

90.4

90.5

TVTVTV

90.4

90.0 89 .9

89.8

89.5

90.9

90.7

90.3

90.5

TVTVTV

90.3

90.2

89.9

90.3

90.0 89.7

89.5

89.7

22+00 23+00

24+00

25+00

26+00 26+48.52

W(B)W(B)W(B)

BFOC(B)BFOC(B)

NPW(B) NPW(B)

BFOC(B) BFOC(B)

WOOD POLE

NO. A97426/136668/056308

LUMEN/SPRINT

TH 1-8

TH 1-7

TH 1-6

TH 1-5

TH 1-4

91 91

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C2.0 1" = 20'X

KDS

GNP

O28602 Plans

I-DRIVE BOOSTER PUMP STATION

ACCESS ROAD

GRADING PLANS

FROM STA. 10+00 TO STA. 26+00

KAYLA D. SHEFFIELD

92781 11

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm

PROPOSED 20' WIDE TYPE 'B'

STABILIZED ROAD WITH 2" OF

ASPHALT PER DETAIL, SHEET C3.0

EXISTING POWER POLE

TO BE RELOCATED BY

DUKE ENERGY

NEW ROW

BY OTHERS

TIE INTO EXISTING STABILIZED ROAD

PROPOSED 20' WIDE TYPE 'B'

STABILIZED ROAD WITH 2" OF

ASPHALT PER DETAIL, SHEET C3.0

EXISTING POWER POLE

TO BE RELOCATED BY

DUKE ENERGY

DRAINAGE EASEMENT BY OTHERS

CONSTRUCT 15' CONCRETE WEIR.

SEE DETAIL W-1, SHEET C3.0.

PROPOSED 20' WIDE TYPE 'B'

STABILIZED ROAD WITH 2" OF

ASPHALT PER DETAIL, SHEET C3.0

CONSTRUCT 3.5' WEIR.

SEE DETAIL W-2, SHEET

C3.0.

TIE TO EXISTING GRADE

Graphic Scale in Feet

20 20 40

TIE INTO EXISTING ROAD

92.30

92.00

92.01 92.01 92.01

92.01

92.30 92.30

92.30

92.01

92.30 92.30 92.30 92.30

92.20

91.55

92.01 92.01

92.01

90.01

90.30

89.70

90.00

M A

T C

H L

S T

A . 1

MATCHLINE STA. 21+25

M A

T C

H L

S T

A . 1

M A

T C

H L

S T

A . 2

CONSTRUCTION SIGNAGE.

SEE DETAIL, SHEET C3.0.

91.50

20'x4' RIP

RAP

TOW = 90.00

FG = 89.00

1' RETAINING WALL (SEE

DETAIL, SHEET C3.0)

TOW = 90.00

FG = 89.00

4'x2' RIP RAP

92.20

91.50

91.67

2.5' WIDE SWALE

3' WIDE

SWALE

90.80

90.70

90.60

90.50

90.60

90.01

90.50

90.40

90.60

92.00 H.P.

92.20 H.P.

92.0091.91

92.00

92.20

92.00

91.82

92.20

92.00

92.20

92.00

91.64

Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Plans.dwg Aug 22, 2024 - 1:05pm dg.Holland

92.00

91.73

2.5'

WIDE

SWALE

91.73

PROPOSED CONVEYANCE SWALE

PROPOSED DRY POND

EXISTING 42" RCP STORM PIPE

TO BE PROTECTED DURING

CONSTRUCTION. SEE SHEET

C2.2 FOR CROSS SECTION

1. CONTRACTOR TO SOD ALL DISTURBED AREAS INCLUDING

DRY RETENTION POND AREAS AND OPEN SPACE.

403020100-10-20-30-40

403020 403020100-10-20-30-40

403020100-10-20-30-40

403020

STA 19+00

403020100-10-20-30-40

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm

R/W LINE R/W LINE

SURVEY C/L

SECTION - STA. 13+00

SCALE: 1" = 10' H

1" = 1' V

MATCH EXISTING GRADE

40'

2' 10' 1'

20'

15'

SLOPE VARIES

EXISTING GRADE

6" RIBBON

CURB (TYP.)

SLOPE VARIES

R/W LINE R/W LINESURVEY C/L

EXISTING

RETAINING WALL

40' 40'

30'

15'

6" RIBBON

CURB (TYP.)

EXISTING GRADE

20'

SLOPE VARIES

1' 10'2'

SLOPE VARIES

MATCH EXISTING GRADE

MATCH EXISTING

GRADE AT WALL

SECTION - STA. 15+00

SCALE: 1" = 10' H

1" = 1' V

SECTION - STA. 17+00

SCALE: 1" = 10' H

1" = 1' V

SECTION - STA. 21+50

SCALE: 1" = 10' H

1" = 1' V

SECTION - STA. 23+50

SCALE: 1" = 10' H

1" = 1' V

MATCH EXISTING

GRADE AT WALL

15'

20'

5' 1'

10'2'

6" RIBBON

CURB (TYP.)

SLOPE VARIES

MATCH EXISTING GRADE

EXISTING

GRADE

EXISTING

RETAINING WALL

R/W LINE R/W LINESURVEY C/L R/W LINE R/W LINESURVEY C/L

30'

EXISTING

RETAINING WALL

MATCH EXISTING

GRADE AT WALL

SLOPE

VARIES

2.5' 20' 4'

EXISTING GRADE

6" RIBBON

CURB (TYP.)

MATCH EXISTING GRADE

EXISTING GRADE

MATCH EXISTING GRADE

MATCH EXISTING

GRADE

6' 20'

6" RIBBON

CURB (TYP.)

C2.1

AS SHOWNX

KDS

GNP

O28602 Plans

I-DRIVE BOOSTER PUMP STATION

ACCESS ROAD

CROSS SECTIONS KAYLA D. SHEFFIELD

92781

SLOPE VARIES

AWSWT EL. 89.00

40'

SECTION - STA. 19+00

SCALE: 1" = 10' H

1" = 1' V

EXISTING

RETAINING WALL

EXISTING GRADE

R/W LINE R/W LINESURVEY C/L

MATCH EXISTING

GRADE AT WALL

6" RIBBON

CURB (TYP.)

15'

2' 10' 1'

20'

SLOPE VARIES

MATCH EXISTING GRADE

3.5

SLOPE VARIES

Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Plans.dwg Aug 22, 2024 - 1:05pm dg.Holland

1 6/12/2024 SFWMD RAI COMMENTS

1 AWSWT EL. 89.001 AWSWT EL. 89.001

AWSWT EL. 89.001

APPOX. LOCATION OF EXISTING 12" RWM

APPROX. LOCATION OF EXISTING 0.75"

BURIED TELEPHONEAPPOX. LOCATION OF EXISTING 12" RWM

APPOX. LOCATION OF EXISTING 12" RWM

APPROX. LOCATION OF EXISTING

0.75" BURIED TELEPHONE

2 - 2" PVC FOC

2 - 2.5" PVC FOC

EXISTING 36" WM

EXISTING 20" RWM

EXISTING 36" WM

EXISTING 20" RWM

403020 403020100-10-20-30-40

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm 7

C2.2

AS SHOWNX

KDS

GNP

O28602 Plans

I-DRIVE BOOSTER PUMP STATION

ACCESS ROAD

CROSS SECTIONS & TEST HOLE DATA KAYLA D. SHEFFIELD

92781

40'

SECTION - STA. 25+00

SCALE: 1" = 10' H

1" = 1' V

R/W LINE R/W LINESURVEY C/L

16'

2' 1' 20' 4'

6" RIBBON

CURB (TYP.)

MATCH EXISTING GRADE

MATCH EXISTING

GRADE

EXISTING GRADE

AWSWT EL. 87.0

SECTION - STA. 19+45

SCALE: 1" = 10' H

1" = 1' V

R/W LINER/W LINE

6" RIBBON

CURB (TYP.)

MATCH EXISTING GRADE

EXISTING GRADE

EXISTING 60" RCP

SURVEY C/L

40'

MATCH EXISTING

GRADE

2' 10' 20'

EXISTING STORM

MANHOLE

EXISTING

STORM INLET

RETAINING WALL

APPROXIMATE 7.5'

SEPARATION BETWEEN

TOP OF STORM PIPE

AND ROAD

Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Plans.dwg Aug 22, 2024 - 1:06pm dg.Holland

APPOX. LOCATION OF EXISTING 12" RWM

APPROX. LOCATION OF EXISTING

0.75" BURIED TELEPHONE

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm

20°±

SECTION

6' MAX.

ELEVATION

3' O

R M

O R

" M

" T

TYPE III SILT FENCE

OPTIONAL POST

POSITIONS

PRINCIPLE POST

POSITION (CANTED

20° TOWARD FLOW)

FILTER FABRIC

SILT FLOW

POST (OPTIONS: 2"x4" OR

2-1/2" MIN. DIA. WOOD;

STEEL 1.33 LBS/FT. MIN.) FILTER FABRIC (IN

CONFORMANCE WITH

SEC. 985 FDOT SPEC.)

NOT TO SCALE

TYPE B STABILIZED ROAD SECTION

NOT TO SCALE

CONSTRUCTION SIGN DETAIL

NOT TO SCALE

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

ROLLING SLIDE GATE ON CHAIN LINK FENCE

10/10/2021

FIGURE A406-2

3, PS

I C

O N

C R

G P

S (M

E 6"

6'-0"

36"

48"

C E

N O

O N

R O

N C

F O

R C

N A

N D

L O

D U

N S.

N O

N T

H E

D E

O F

C E.

N O

54321

O N

T W

- D

O U

D W

G D

E (Q

R W

R T

K (Q

F O

R R

W H

T O

O A

H 1-

5/ 8"

D G

S) (Q

-6

N O

APPENDIX A STANDARD DRAWINGS

ORANGE COUNTY UTILITIES

STANDARDS & CONSTRUCTION

SPECIFICATIONS MANUAL

CHAIN LINK FENCE

10/10/2021

FIGURE A406-1

NOTES:

1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH

SIDE OF A CORNER POST ONLY.

2. PROVIDE CHAIN AND LOCK FOR SECURING GATE

3. FENCING AND POSTS SHALL BE BLACK, VINYL DIPPED.

4. CENTER SUPPORT BAR IS REQUIRED ON ALL FENCE SECTIONS.

3,000 PSI

CONCRETE

12"

TENSION

WIRE

2 3/8" LINE

POST, SCH 40

#9 TIE WIRES

12" OC

2" MESH

FABRIC

BLACK VINYL

DIPPED

TURNBUCKLE

3/8" ROUND

TRUSS BARS

STRETCHER

BARS

10'-0" TO CENTER (MAX)

1 5/8" TOP

RAIL, SCH 20

(TYP)

6' -0

POST CAP

#9 GALV

CLIPS, 2' MAX

SPACING

3" POST

CORNER,

SCH 40

FINISHED

GRADE

CENTER

SUPPORT

BAR (SEE

NOTE 4)

EXISTING PAVED

ROADWAY

20'R MIN.

PLAN

MIN 6" THICK

2"-3" COARSE AGGREGATE

50' MIN

DIVERSION RIDGE

12' MIN

FILTER FABRIC

FLOW

FLO

FLOW

SECTION A-A

SPILLWAY

2% OR GREATER

NOTE:

USE SANDBAGS, SILT FENCE, OR

OTHER APPROVED METHODS TO

CHANNELIZE RUNOFF TO BASIN AS

REQUIRED. USE APPROVED METHODS

TO PREVENT DOWNSTREAM EROSION

AT CHANNELIZED RUNOFF POINT(S)

OF DISCHARGE.

NOTES:

1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF

SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEANOUT

OF ANY MEASURES USED TO TRAP SEDIMENT.

2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.

3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

DIVERSION RIDGE REQUIRED

WHERE GRADE EXCEEDS 2%

SEDIMENT BARRIER

(SANDBAG TYPE SHOWN)

SUPPLY WATER TO WASH

WHEELS IF NECESSARY

ENTRANCE / EXIT DETAIL

NOT TO SCALE

TEMPORARY CONSTRUCTION

12" SUBBASE WITH MIN. LIMEROCK BEARING RATIO

(LBR) VALUE OF 40%STABILIZED COMPACTED TO A

MINIMUM 98% OF MODIFIED PROCTOR MAXIMUM

DRY DENSITY (ASTM D-1557, AASHTO T-180)

8" LIMEROCK BASE COMPACTED TO

100% OF THE MODIFIED PROCTOR

(ASTM D-1557, AASHTO T-180)

MAXIMUM DENSITY VALUE

2" PERMANENT HOT ASPHALT

A A

RETAINING WALL

ELEV. = 90.00

ELEV. = 89.70

CONCRETE WEIR W-2 DETAIL

NOT TO SCALE

A A

CONCRETE WEIR

15''

ELEV. = 92.00

ELEV. = 91.50

6" THICK 3,000

PSI CONCRETE

CONCRETE WEIR W-1 DETAIL

NOT TO SCALE

20'

6" RIBBON CURB DETAIL

NOT TO SCALE

BASE COURSE

SURFACE MATERIAL

1' -4

C3.0

AS SHOWNX

KDS

GNP

Cover Sheet, Notes, and Details

I-DRIVE BOOSTER PUMP STATION

ACCESS ROAD

CIVIL DETAILS KAYLA D. SHEFFIELD

92781

RIP-RAP PAD WITH WOVEN

GEOTEXTILE FABRIC WITH

MINIMUM 15 - 20 LBS STONES.

LENGTH VARIES, SEE PLANS.

RIP-RAP PAD WITH WOVEN

GEOTEXTILE FABRIC WITH

MINIMUM 15 - 20 LBS STONES.

LENGTH VARIES, SEE PLANS.

6" RIBBON CURB 6" RIBBON CURB

RETAINING WALL DETAIL

NOTES:

No. 5 @ 32" O.C.

BOTTOM OF POND

MAX

DOWELS

DOWELS X-BARS

No. 4 BARS

8" t a h

BOND BEAM, 2-No. 5 BARS

BAR IN EACH BEAM

at 16" O.C. w/ 2-No. 4

INTERMEDIATE BOND BEAMS

X-BARS

H ft-in 1'-0" a b t V-BARS X-BARS see note 2inft-inin

8" 2'-0" 10" No. 4 at 32" No. 5 at 16" (T&B)

2.5"

3.5"

6" 9"

36"

PLACE 1 CU.FT. OF CRUSHED

ROCK OR GRAVEL AT EACH

WEEP HOLE LOCATION

V-BARS

REINFORCEMENT OF A SIZE AND SPACING OTHER THAN INDICATED ABOVE MAY BE USED, PROVIDED

SUCH OTHER REINFORCEMENT WILL FURNISH AN AREA OF STEEL AT LEAST EQUAL TO THAT

INDICATED IN THE TABLE.

ALTERNATE V-BARS MAY BE STOPPED AT THE MID HEIGHT OF THE WALL (H/2) IF THE SPACING OF THE

BARS EXTENDING TO THE TOP WILL NOT EXCEED 36".

DOWELS SHALL BE AT LEAST EQUAL IN SIZE AND SPACING TO THE V-BARS, SHALL PROJECT A MINIMUM OF 30 BAR DIAMETERS INTO THE FILLED BLOCK CORES AND SHALL EXTEND TO THE TOE OF

THE FOOTING.

RETAINING WALLS EXCEEDING 50 FT IN LENGTH SHALL HAVE VERTICAL CONTRACTION JOINTS AT 20

TO 30 FT INTERVALS TO PREVENT UNSIGHTLY CRACKS.

BACK FILLING AGAINST RETAINING WALLS SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS AFTER PLACING CONCRETE. WHERE HEAVY EQUIPMENT IS USED IN BACK FILLING WALLS, SUCH EQUIPMENT SHOULD NOT APPROACH CLOSER TO THE THAN A DISTANCE EQUAL TO THE HEIGHT OF THE WALL.

CARE SHOULD BE TAKEN NOT TO EXERT IMPACT FORCES ON THE WALL.

PLACE CONCRETE FOR FOOTING AND KEY ON UNDISTURBED SOIL UNLESS SOIL CONSISTS OF SILT OR SOFT CLAY IN WHICH CASE A 6" LAYER OF WELL COMPACTED SHARP-GRAINED SAND OR SAND AND

GRAVEL SHALL BE PLACED UNDER FOOTING.

WATER-PROFF BACK FACE OF WALL WITH 1/2" COATING OF CEMENT PLASTER OR WITH 2 CONTINUOUS

COATING OF HOT BITUMINOUS MATERIAL APPLIED AT RIGHT ANGLES TO EACH OTHER OVER A

SUITABLE PRIME COAT.

PLACE 1 CU. FT. OF CURSHED STONE OR GRAVEL AT EACH WEEP HOLE. WEEP HOLES TO BE FORMED BY EMBEDDING A 4" MIN. DIA. PIPE IN THE WALL. PLACING WEEP HOLES AT 5 FT. O.C. HORIZONTALLY

AND 8" ABOVE FINISHED GRADE.

THE RETAINING WALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "MANUAL ON REINFORCED

CONCRETE MASONRY RETAINING WALLS" AS PUBLISHED BY THE NATIONAL CONCRETE MASONRY

ASSOCIATION.

No. 4 BARS at 16" O.C.

4" WEEP HOLES @ 5'

O.C. AND 8" ABOVE

FINISHED GRADE

RAILING NOTE:

INSTALL PEDESTRIAN RAILING ALL ALONG

RETAINING WALL PER FDOT INDEX 515-070

10.

11.

6. FIELD VERIFY SOIL BEARING CAPACITY AT 1500PSF (MIN.).

5. ALL MASONRY REINFORCED CELLS SHALL BE FILLED W/ 3000PSI GROUT MIX.

4" TYPICAL

SURFACE RUNOFF

3'-0" MIN

RETAINING WALL

SECTION A-ASECTION A-A

FIN. GRADE

3.5' WEIR

3:1 SIDE SLOPE

DOUBLE ROW SILT FENCE

NOT TO SCALE

WIRE REINFORCED

STAKED AND TRENCHED

SILT FENCE

STAKED AND

TRENCHED

SILT FENCE

Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Cover Sheet-Notes and Details.dwg Aug 27, 2024 - 8:55am dg.Holland

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

C4.0 N.T.S.X

GNP

Cover Sheet, Notes, Details

I-DRIVE BOOSTER PUMP STATION

ACCES ROAD

CURB MODIFICATION

KAYLA D. SHEFFIELD

92781 11

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

CPH, Inc.

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298 www.cphcorp.com A Full Service

A & E Firm

CURB MODIFICATION SITE PLAN

NOT TO SCALE

REMOVE EXISTING DAMAGED CURB AND REPLACE WITH 35 L.F. OF TYPE F CONCRETE CURB

NOTES

1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION

CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI.

2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED

AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS.

WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS

SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE

OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE

LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS.

2' 8"

- 1

R2"

R3" R3/4"

TYPE "F" CURB AND GUTTER DETAIL

NOT TO SCALE FDOT INDEX #520

Drawing name: J:\O28602\Civil\DWG\_Current_Plan_Set\O28602 Cover Sheet-Notes and Details.dwg Aug 22, 2024 - 1:06pm dg.Holland

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

T100

AS NOTED74251

JML

KRL

TCPRD01.dwg

MAINTENANCE OF TRAFFIC PLAN

GENERAL NOTES SHEET

INTERNATIONAL DRIVE POTABLE WATER

BOOSTER PUMP STATION DRIVEWAY

KURT R. LUMAN, JR.

65036 11

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic/Transportation

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

UTILITIES DEPARTMENT

AutoCAD SHX Text TRAFFIC CONTROL GENERAL NOTES 1. THE TRAFFIC CONTROL PLANS SHOWN IN THE PLANS ARE FOR REFERENCE ONLY. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR SHALL SUBMIT A FULLY DETAILED MAINTENANCE OF TRAFFIC THE TRAFFIC CONTROL PLANS SHOWN IN THE PLANS ARE FOR REFERENCE ONLY. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONTRACTOR SHALL SUBMIT A FULLY DETAILED MAINTENANCE OF TRAFFIC PLAN TO ORANGE COUNTY FOR REVIEW AND APPROVAL PRIOR TO COMMENCING ANY OPERATIONS. THE MAINTENANCE OF TRAFFIC PLAN SHALL ADDRESS THE MAINTENANCE OF VEHICULAR AND PEDESTRIAN TRAFFIC BETWEEN THE LIMITS OF CONSTRUCTION, AS WELL AS PROVIDE BUSINESS SIGNAGE FOR ALL BUSINESSES ALONG THE CORRIDOR, AND MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA WHO POSSESSES ALL OF THE NECESSARY MAINTENANCE OF TRAFFIC TRAINING CERTIFICATIONS PER THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 102 (LATEST EDITION) AND FDOT TRAINING PROCEDURE #625-010-010A. THE COST OF PRODUCING THE APPROVED MAINTENANCE OF TRAFFIC PLAN, INCLUDING ALL PERMITTING FEES, SHALL BE INCLUDED IN THE COST OF PAY ITEM 5 (MAINTENANCE OF TRAFFIC) . 2. THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN "THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) (LATEST EDITION) AND SERIES 102-600 OF THE FDOT "STANDARD THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS SET FORTH IN "THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) (LATEST EDITION) AND SERIES 102-600 OF THE FDOT "STANDARD PLANS" (LATEST EDITION), AT ALL TIMES FOR MAINTENANCE OF TRAFFIC FOR BOTH VEHICLES AND PEDESTRIANS. 3. TRAFFIC CONDITIONS (ACCIDENTS AND OTHER UNFORESEEN CONDITIONS) MAY REQUIRE THE COUNTY OR THE JURISDICTIONAL AGENCY TO RESTRICT OR REMOVE TRAFFIC CONTROL MEASURES OR REVISE THE TRAFFIC CONDITIONS (ACCIDENTS AND OTHER UNFORESEEN CONDITIONS) MAY REQUIRE THE COUNTY OR THE JURISDICTIONAL AGENCY TO RESTRICT OR REMOVE TRAFFIC CONTROL MEASURES OR REVISE THE IMPLEMENTED TRAFFIC CONTROL PLAN. THE CONTRACTOR SHALL RESPOND AND PROVIDE ADJUSTMENTS AS DIRECTED BY THE COUNTY OR JURISDICTIONAL AGENCY WITHOUT DELAY UNDER THESE CONDITIONS. THE CONTRACTOR SHALL ALSO RESPOND WITHIN 30 MINUTES UPON NOTIFICATION BY THE COUNTY PROJECT REPRESENTATIVE OR PROJECT ENGINEER TO ANY REQUESTS FOR CORRECTION, IMPROVEMENT OR MODIFICATION TO THE TRAFFIC CONTROL PLAN AND/OR DEVICES. 4. THE CONTRACTOR SHALL SUSPEND OPERATIONS FOR "HOLIDAYS AND SPECIAL EVENTS" AS REQUIRED IN AND DEFINED BY THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, THE CONTRACTOR SHALL SUSPEND OPERATIONS FOR "HOLIDAYS AND SPECIAL EVENTS" AS REQUIRED IN AND DEFINED BY THE FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 8-6.4 (LATEST EDITION), AS WELL AS ADDITIONAL SPECIAL EVENT DAYS, AS DEFINED BY ORANGE COUNTY. 5. CONTRACTOR SHALL COORDINATE ACCESS TO ALL PROPERTIES WITH PROPERTY OWNERS FOR THE DURATION OF THE WORK. CONTRACTOR SHALL COORDINATE ACCESS TO ALL PROPERTIES WITH PROPERTY OWNERS FOR THE DURATION OF THE WORK. 6. ALL EXISTING PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE ALTERED OR DAMAGED SHALL BE REPLACED UPON COMPLETION OF THE PROJECT AT THE CONTRACTOR'S EXPENSE. ALL EXISTING PAVEMENT MARKINGS OUTSIDE THE LIMITS OF CONSTRUCTION THAT ARE ALTERED OR DAMAGED SHALL BE REPLACED UPON COMPLETION OF THE PROJECT AT THE CONTRACTOR'S EXPENSE. 7. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA. THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WORK ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA. 8. THE POSTED SPEED LIMIT FOR INTERNATIONAL DRIVE THROUGH THE WORK ZONE: 45 MPH. THE POSTED SPEED LIMIT FOR INTERNATIONAL DRIVE THROUGH THE WORK ZONE: 45 MPH. 9. THE POSTED SPEED LIMIT FOR WORLD CENTER DRIVE / S.R. 417 SB OFF RAMP THROUGH THE WORK ZONE: 45 MPHTHE POSTED SPEED LIMIT FOR WORLD CENTER DRIVE / S.R. 417 SB OFF RAMP THROUGH THE WORK ZONE: 45 MPH

ROAD

WORK

AHEAD

DROAD

ORK

AHEAD

DIN

INE

END

ROAD WORK

350'

350' 175' 175'

WORK ZONE

CHANNELIZATION DEVICES (TYP.)

SPACING PER FDOT STD. PLAN 102-616

(E N

D T

SR-417 SB OFF-RAMP

T E

R N

A T

A L

D R

SR-417 NB ON-RAMP

WORLD CENTER DRIVE

PLACE FIRST CHANNELIZING DEVICE

@ BEGINNING OF TURN LANE TAPER

CHANNELIZATION DEVICES (TYP.)

SPACING PER FDOT STD. PLAN 102-616

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

PROFESSIONAL ENGINEER

FLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

T101

AS NOTED74251

JML

KRL

TCPRD01.dwg

MAINTENANCE OF TRAFFIC PLAN

PLAN SHEET

INTERNATIONAL DRIVE POTABLE WATER

BOOSTER PUMP STATION DRIVEWAY

KURT R. LUMAN, JR.

65036 11

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic/Transportation

LEGEND

----------- WORK ZONE

----------- CHANNELIZATION DEVICE

----------- WORK ZONE SIGN

NOTES:

1. THIS MOT PLAN SHALL CONSIST OF THE CLOSURE OF

THE RIGHT TURN AUXILIARY LANE ON THE S.R.-417

SOUTHBOUND OFF-RAMP, AND THE CLOSURE OF THE

RIGHT NORTHBOUND LANE ON INTERNATIONAL DRIVE,

AS SHOWN.

N.T.S.

AutoCAD SHX Text

ORANGE COUNTY

AutoCAD SHX Text

ENGINEERING DIVISION

AutoCAD SHX Text

UTILITIES DEPARTMENT

File details come from the government source that posted it. Updated May 11, 2025.