Plans.pdf

PDF 3 MB Posted

Attached to
Fire Station 23 Drainage Improvements
Solicitation number
CC-5670-24/LTT
Issued by
Seminole County, Florida

About this file

The documents are construction plans for the Seminole County Fire Station 23 Drainage Improvements project, prepared by KMA Design Group, LLC for the Seminole County Board of County Commissioners. The project involves drainage improvements at Fire Station 23, located at 4810 Howell Branch Rd. in Winter Park, Florida. The plans include site reference details, drainage and grading notes, erosion control specifications, and technical drawings for implementing drainage infrastructure. The bid documents indicate this is a competitively bid project with an estimated value of $59,715.00, with bidders expected to provide comprehensive drainage improvement services including trench drain installation, PVC piping, concrete pavement work, and associated site modifications.

The project specifications outline detailed technical requirements for drainage infrastructure, including vertical datum references, grading guidelines, and erosion control measures. Bid documents are available through the Seminole County procurement website, with minority and women-owned businesses (M/WBEs) encouraged to participate. The plans specify a bid alternative focusing on trench drain installation, which contractors are required to include as a separate bid item. The project appears to be funded through local county infrastructure improvement funds, with technical oversight provided by the county's engineering and public works departments.

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REVISIONS:

Mark A. Kaiser, AIA

AR 92267

Date:

Project No.:

11/21/2023

23-01035

SEALCONSULTANTS

100% Construction Docs voice 407.697.0336 www.kmadg.net

AR 92267 CS1

Seminole County Fire Station 23 Drainage Improvements

Drainage Improvements

SC

F ire S ta tio n

D ra in ag e

Im pr ov em en ts

Specialty Consultant n/a

Howell Branch Rd.

Seminole County Fire Station 23

4810 Howell Branch Rd.

Winter Park, FL 32792

Mechanical, Electrical, Plumbing & Fire Protection Engineer n/a

Structural Engineer

Alba Engineering P.O. Box 547774

Orlando, FL 32854 407.421.4866

Civil Engineer n/a

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ARCHITECTURAL GENERAL NOTES

SYMBOLS LEGEND

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WALL TYPES WITH PLAN IDENTIFICATION

BUILDING CODE INFORMATIONABBREVIATIONS

TYPICAL MOUNTING HEIGHTS

A001 General Notes & Code Info.

Se m in ol e C ou nt y Fi re S ta tio n

H ow el l B ra nc h R d.

W in te r P ar k, F

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MAK

11/21/2023

23-01035

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GRAPHIC SCALE IN FEET

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STRUCTURES

GENERAL NOTES:

GRADING AND DRAINAGE NOTES:

EROSION CONTROL NOTES

VERTICAL DATUM NOTE:

DEWATERING NOTES:

JAY A. KLIMA, P.E.

FL P.E. #49945

Se m in ol e C ou nt y Fi re S ta tio n

H ow el l B ra nc h R d, W in te r P ar k, FL

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09/25/23

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BID ALTERNATIVE #1

CONTRACTOR TO BID ALL WORK ASSOCIATED WITH

THE TRENCH DRAIN AS BID ALTERNATIVE #1. WORK

INCLUDES TRENCH DRAIN, 8" PVC PIPE, ASSOCIATED

CONC. PAVEMENT, ASSOCIATED OPEN PAVEMENT CUT.

CONCRETE PAVEMENT DETAIL

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10' UTILITY EASEMENT PER PLAT BOOK 26, PAGE 43

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

AutoCAD SHX Text 73.99

AutoCAD SHX Text 74.3

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CONCRETE SIDEWALK

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2.5'X7' PROPANE TANK

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WALL IS 0.4' WEST

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FOUND 1" NO ID

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SEE DETAIL "B"

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BCL

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BEL

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UNMARKED UNDERGROUND UTILITY PEDESTAL

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EDGE OF PAVEMENT

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CONCRETE SLAB

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GENERATOR

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BEL

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OU

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OU

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GRASS AREA

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0.65' MASONRY WALL

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0.75' MASONRY WALL

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8' UTILITY EASEMENT PER PLAT BOOK 26, PAGE 43

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CONCRETE SLAB

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SEE DETAIL "A"

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AutoCAD SHX Text 1.5'

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SET 5/8" LB 2108

AutoCAD SHX Text 39.2'

AutoCAD SHX Text 69.5

AutoCAD SHX Text 69.0

AutoCAD SHX Text 73.64

AutoCAD SHX Text 73.75

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ASPHALT PAVEMENT

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1000 GALLON DIESEL TANK ON A CONCRETE SLAB

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BRICK PATIO

AutoCAD SHX Text PARCEL ID: 35-21-30-300-014B-0000 1 STORY MASONRY BLOCK STREET# 4810 FINISHED FLOOR ELEVATION=73.806'

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GRASS AREA

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8" PVC

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6"PVC

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1 STORY MASONRY BLOCK STREET# 5480 PEACO PLACE

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FOUND 1" NO ID

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SANITARY MANHOLE TOP=73.02' E INV=66.67' S INV=66.92'

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SET 5/8" LB 2108

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24" RCP

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INVERT=70.44'

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CONCRETE SIDEWALK

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INVERT=69.54'

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SET 5/8" LB 2108

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ORIGINAL SOUTHERLY RIGHT OF WAY

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EXISTING RIGHT OF WAY PER S.C.P.W.D. R/W MAP COUNTY PROJECT # PS-053

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EXISTING RIGHT OF WAY PER S.C.P.W.D. R/W MAP COUNTY PROJECT # PS-053

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24"X38" RCPE

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ASPHALT PAVEMENT

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FLAT GRATE INLET TOP=72.38' E INV=69.03' W INV=68.93'

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MATCH EXIST. GRADE @ FENCE

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MATCH EXIST. GRADE @ EDGE OF DRIVEWAY

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MATCH EXIST. @ EDGE OF S/W

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EXISTING FLUME APPRX. LOCATION

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EXISTING EDGE OF PAVEMENT

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MATCH EXIST. GRADE @ FENCE

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EXISTING BLDG. APPRX. LOCATION

AutoCAD SHX Text CONTRACTOR TO RELOCATE BURIED UTILITY AND CONFIRM SPERATION IS PROVIDED. ADJUST UTILITIES AS REQUIRED.

AutoCAD SHX Text SAW CUT EXISTING CONC. OR ASPHALT PAVEMENT AS REQUIRED TO INSTALL NEW INLET, STORM LINE, AND TRENCH DRAIN. CONTRACTOR TO REPLACE WITH CONC. PAVEMENT SECTION. SEE DETAIL.

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30' - 8" PVC (SDR-26) @1.0% MIN (BID ALT. #2)

AutoCAD SHX Text 75' - TRENCH DRAIN W/SLOPED INVERT. TOP - MATCH EXISTING PAVEMENT GRADE (TRENCH DRAIN SHALL BE ABT, INC. SERIES TR-12 - 12.502F.GB - G25E OR APPROVED EQUAL.) (BID ALTERNATIVE #1)

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TRENCH DRAIN - MATCH EXIST. PAVEMENT GRADE. INV. - 71.00

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OPEN CUT PAVEMENT AS NEEDED TO FORM AND INSTALL TRENCH DRAIN. (BID ALT. #1)

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TRENCH DRAIN - MATCH EXIST. PAVEMENT GRADE INV. - 71.75

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(RIP-RAP)

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D4 15" DRAIN BASIN W/ STD. GRATE TOP 73.00 S. INV. 69.36 N. INV. 69.36

AutoCAD SHX Text D5 (BASE BID) INDEX NO. 425-053 TYPE F TOP 72.90 S. INV. 69.25 (BASE BID) E. INV. 69.25 (BASE BID) W. INV. 69.60 (BID ALT. #1)

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PROPOSED SPOT GRADE

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EXISTING SPOT GRADE

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PROPOSED DRAINAGE FLOW

AutoCAD SHX Text 11.00

AutoCAD SHX Text 12.00

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MANHOLE

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INLET

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CLEAN OUT

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PVC

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CPP

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MATCH EXISTING GRADE

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RCP

AutoCAD SHX Text 12.00%%P M.E.

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1. THE CONTRACTOR AND C/M ARE SYNONYMOUS. THE CONTRACTOR AND C/M ARE SYNONYMOUS. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY SHALL COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY COMPANIES PRIOR TO ANY CONSTRUCTION ACTIVITY PRIOR TO ANY CONSTRUCTION ACTIVITY PRIOR TO ANY CONSTRUCTION ACTIVITY TO ANY CONSTRUCTION ACTIVITY TO ANY CONSTRUCTION ACTIVITY ANY CONSTRUCTION ACTIVITY ANY CONSTRUCTION ACTIVITY CONSTRUCTION ACTIVITY CONSTRUCTION ACTIVITY ACTIVITY ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO PERMITS OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO OR OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO OTHER PERMITS AS APPLICABLE. CONTRACTOR IS ALSO PERMITS AS APPLICABLE. CONTRACTOR IS ALSO PERMITS AS APPLICABLE. CONTRACTOR IS ALSO AS APPLICABLE. CONTRACTOR IS ALSO AS APPLICABLE. CONTRACTOR IS ALSO APPLICABLE. CONTRACTOR IS ALSO APPLICABLE. CONTRACTOR IS ALSO CONTRACTOR IS ALSO CONTRACTOR IS ALSO IS ALSO IS ALSO ALSO ALSO TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES ON EXACT LOCATION OF UNDERGROUND UTILITIES ON EXACT LOCATION OF UNDERGROUND UTILITIES EXACT LOCATION OF UNDERGROUND UTILITIES EXACT LOCATION OF UNDERGROUND UTILITIES LOCATION OF UNDERGROUND UTILITIES LOCATION OF UNDERGROUND UTILITIES OF UNDERGROUND UTILITIES OF UNDERGROUND UTILITIES UNDERGROUND UTILITIES UNDERGROUND UTILITIES UTILITIES UTILITIES AND ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF ANY UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF UTILITY ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF ADJUSTMENT REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF REQUIRED. UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF UTILITY COMPANIES SHALL BE NOTIFIED A MINIMUM OF COMPANIES SHALL BE NOTIFIED A MINIMUM OF COMPANIES SHALL BE NOTIFIED A MINIMUM OF SHALL BE NOTIFIED A MINIMUM OF SHALL BE NOTIFIED A MINIMUM OF BE NOTIFIED A MINIMUM OF BE NOTIFIED A MINIMUM OF NOTIFIED A MINIMUM OF NOTIFIED A MINIMUM OF A MINIMUM OF A MINIMUM OF MINIMUM OF MINIMUM OF OF OF THREE WORKING DAYS PRIOR TO EXCAVATION. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING RESPONSIBILITY TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING TO COORDINATE AND CONFIRM THE LOCATION OF EXISTING COORDINATE AND CONFIRM THE LOCATION OF EXISTING COORDINATE AND CONFIRM THE LOCATION OF EXISTING AND CONFIRM THE LOCATION OF EXISTING AND CONFIRM THE LOCATION OF EXISTING CONFIRM THE LOCATION OF EXISTING CONFIRM THE LOCATION OF EXISTING THE LOCATION OF EXISTING THE LOCATION OF EXISTING LOCATION OF EXISTING LOCATION OF EXISTING OF EXISTING OF EXISTING EXISTING EXISTING UTILITIES TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO DETERMINE IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO IF THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO THERE ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO ARE ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO ANY CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO CONFLICTS WITH THE PROPOSED CONSTRUCTION AND TO WITH THE PROPOSED CONSTRUCTION AND TO WITH THE PROPOSED CONSTRUCTION AND TO THE PROPOSED CONSTRUCTION AND TO THE PROPOSED CONSTRUCTION AND TO PROPOSED CONSTRUCTION AND TO PROPOSED CONSTRUCTION AND TO CONSTRUCTION AND TO CONSTRUCTION AND TO AND TO AND TO TO TO COORDINATE WITH THE UTILITY OWNERS TO RESOLVE THESE CONFLICTS. 4. ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON ANY DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON DIFFERING SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON SITE CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON CONDITIONS FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON FROM THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON THAT WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON WHICH IS REPRESENTED HEREON, WHETHER ABOVE, ON IS REPRESENTED HEREON, WHETHER ABOVE, ON IS REPRESENTED HEREON, WHETHER ABOVE, ON REPRESENTED HEREON, WHETHER ABOVE, ON REPRESENTED HEREON, WHETHER ABOVE, ON HEREON, WHETHER ABOVE, ON HEREON, WHETHER ABOVE, ON WHETHER ABOVE, ON WHETHER ABOVE, ON ABOVE, ON ABOVE, ON ON ON OR BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF BELOW THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF SURFACE OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF GROUND, SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF BE BROUGHT TO THE IMMEDIATE ATTENTION OF BE BROUGHT TO THE IMMEDIATE ATTENTION OF BROUGHT TO THE IMMEDIATE ATTENTION OF BROUGHT TO THE IMMEDIATE ATTENTION OF TO THE IMMEDIATE ATTENTION OF TO THE IMMEDIATE ATTENTION OF THE IMMEDIATE ATTENTION OF THE IMMEDIATE ATTENTION OF IMMEDIATE ATTENTION OF IMMEDIATE ATTENTION OF ATTENTION OF ATTENTION OF OF OF THE ENGINEER, IN WRITING, PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY ENGINEER, IN WRITING, PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY ENGINEER, IN WRITING, PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY IN WRITING, PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY IN WRITING, PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY WRITING, PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY WRITING, PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY PER CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY CONTRACT DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY DOCUMENTS. NO CLAIM FOR EXPENSES INCURRED BY NO CLAIM FOR EXPENSES INCURRED BY NO CLAIM FOR EXPENSES INCURRED BY CLAIM FOR EXPENSES INCURRED BY CLAIM FOR EXPENSES INCURRED BY FOR EXPENSES INCURRED BY FOR EXPENSES INCURRED BY EXPENSES INCURRED BY EXPENSES INCURRED BY INCURRED BY INCURRED BY BY BY THE CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO CONTRACTOR DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO DUE TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO SUCH DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO DIFFERING CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO CONDITIONS WILL BE ALLOWED IF HE OR SHE FAILS TO WILL BE ALLOWED IF HE OR SHE FAILS TO WILL BE ALLOWED IF HE OR SHE FAILS TO BE ALLOWED IF HE OR SHE FAILS TO BE ALLOWED IF HE OR SHE FAILS TO ALLOWED IF HE OR SHE FAILS TO ALLOWED IF HE OR SHE FAILS TO IF HE OR SHE FAILS TO IF HE OR SHE FAILS TO HE OR SHE FAILS TO HE OR SHE FAILS TO OR SHE FAILS TO OR SHE FAILS TO SHE FAILS TO SHE FAILS TO FAILS TO FAILS TO TO TO PROVIDE THE WRITTEN NOTIFICATION. 5. ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY ALL MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY MATERIALS, INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY INSTALLATION, AND TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY AND TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY AND TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY TESTING SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY SHALL BE IN ACCORDANCE WITH THE SEMINOLE COUNTY BE IN ACCORDANCE WITH THE SEMINOLE COUNTY BE IN ACCORDANCE WITH THE SEMINOLE COUNTY IN ACCORDANCE WITH THE SEMINOLE COUNTY IN ACCORDANCE WITH THE SEMINOLE COUNTY ACCORDANCE WITH THE SEMINOLE COUNTY ACCORDANCE WITH THE SEMINOLE COUNTY WITH THE SEMINOLE COUNTY WITH THE SEMINOLE COUNTY THE SEMINOLE COUNTY THE SEMINOLE COUNTY SEMINOLE COUNTY SEMINOLE COUNTY COUNTY COUNTY SPECIFICATIONS ALONG WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS ALONG WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS ALONG WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS WITH FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS OF TRANSPORTATION STANDARD SPECIFICATIONS OF TRANSPORTATION STANDARD SPECIFICATIONS TRANSPORTATION STANDARD SPECIFICATIONS TRANSPORTATION STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS STANDARD SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT ROAD AND BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT ROAD AND BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT AND BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT AND BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT BRIDGE CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT CONSTRUCTION. WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT WHERE THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT THE SPECIFICATIONS CONFLICT, THE MORE STRINGENT SPECIFICATIONS CONFLICT, THE MORE STRINGENT SPECIFICATIONS CONFLICT, THE MORE STRINGENT CONFLICT, THE MORE STRINGENT CONFLICT, THE MORE STRINGENT THE MORE STRINGENT THE MORE STRINGENT MORE STRINGENT MORE STRINGENT STRINGENT STRINGENT SPECIFICATION SHALL APPLY. 6. THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT THE CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT CONTRACTOR SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT SHALL PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT PROVIDE ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT ALL SHEETING, SHORING AND BRACING REQUIRED TO PROTECT SHEETING, SHORING AND BRACING REQUIRED TO PROTECT SHEETING, SHORING AND BRACING REQUIRED TO PROTECT SHORING AND BRACING REQUIRED TO PROTECT SHORING AND BRACING REQUIRED TO PROTECT AND BRACING REQUIRED TO PROTECT AND BRACING REQUIRED TO PROTECT BRACING REQUIRED TO PROTECT BRACING REQUIRED TO PROTECT REQUIRED TO PROTECT REQUIRED TO PROTECT TO PROTECT TO PROTECT PROTECT PROTECT ADJACENT STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND STRUCTURES AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND UTILITIES OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND OR MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND MINIMIZE TRENCH WIDTH AS REQUIRED. SHEETING AND TRENCH WIDTH AS REQUIRED. SHEETING AND TRENCH WIDTH AS REQUIRED. SHEETING AND WIDTH AS REQUIRED. SHEETING AND WIDTH AS REQUIRED. SHEETING AND AS REQUIRED. SHEETING AND AS REQUIRED. SHEETING AND REQUIRED. SHEETING AND REQUIRED. SHEETING AND SHEETING AND SHEETING AND AND AND SHORING SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE SHALL BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE BE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE DESIGNED BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE BY A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE A STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE STATE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE OF FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE FLORIDA PROFESSIONAL ENGINEER RETAINED BY THE PROFESSIONAL ENGINEER RETAINED BY THE PROFESSIONAL ENGINEER RETAINED BY THE ENGINEER RETAINED BY THE ENGINEER RETAINED BY THE RETAINED BY THE RETAINED BY THE BY THE BY THE THE THE CONTRACTOR. 7. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED CONTRACTOR SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED SHALL ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED ENSURE THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED THAT ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED ALL REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED REQUIRED CONSTRUCTION PERMITS HAVE BEEN OBTAINED CONSTRUCTION PERMITS HAVE BEEN OBTAINED CONSTRUCTION PERMITS HAVE BEEN OBTAINED PERMITS HAVE BEEN OBTAINED PERMITS HAVE BEEN OBTAINED HAVE BEEN OBTAINED HAVE BEEN OBTAINED BEEN OBTAINED BEEN OBTAINED OBTAINED OBTAINED PRIOR TO COMMENCING WORK. 8. ALL DEBRIS AND WASTE MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION ALL DEBRIS AND WASTE MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION DEBRIS AND WASTE MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION DEBRIS AND WASTE MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION AND WASTE MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION AND WASTE MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION WASTE MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION WASTE MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION MATERIALS GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION GENERATED BY CLEARING OR SUBSEQUENT CONSTRUCTION BY CLEARING OR SUBSEQUENT CONSTRUCTION BY CLEARING OR SUBSEQUENT CONSTRUCTION CLEARING OR SUBSEQUENT CONSTRUCTION CLEARING OR SUBSEQUENT CONSTRUCTION OR SUBSEQUENT CONSTRUCTION OR SUBSEQUENT CONSTRUCTION SUBSEQUENT CONSTRUCTION SUBSEQUENT CONSTRUCTION CONSTRUCTION CONSTRUCTION ACTIVITIES SHALL BE DISPOSED OFF-SITE IN A LEGAL MANNER AT AN APPROVED DISPOSAL FACILITY. 9. THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION THE CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION CONTRACTOR SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION SHALL OBTAIN ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION OBTAIN ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION OBTAIN ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION ANY AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION AND ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION ALL PERMITS REQUIRED FOR CLEARING, CONSTRUCTION PERMITS REQUIRED FOR CLEARING, CONSTRUCTION PERMITS REQUIRED FOR CLEARING, CONSTRUCTION REQUIRED FOR CLEARING, CONSTRUCTION REQUIRED FOR CLEARING, CONSTRUCTION FOR CLEARING, CONSTRUCTION FOR CLEARING, CONSTRUCTION CLEARING, CONSTRUCTION CLEARING, CONSTRUCTION CONSTRUCTION CONSTRUCTION WORK AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE AND HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE HAULING WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE WASTE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE MATERIAL. ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE ALL ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE ASSOCIATED COSTS AND PERMIT FEES SHALL BE THE COSTS AND PERMIT FEES SHALL BE THE COSTS AND PERMIT FEES SHALL BE THE AND PERMIT FEES SHALL BE THE AND PERMIT FEES SHALL BE THE PERMIT FEES SHALL BE THE PERMIT FEES SHALL BE THE FEES SHALL BE THE FEES SHALL BE THE SHALL BE THE SHALL BE THE BE THE BE THE THE THE RESPONSIBILITY OF THE CONTRACTOR. 10. ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A ANY PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A PUBLIC LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A LAND CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A CORNER, WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A WITHIN THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A THE LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A LIMITS OF CONSTRUCTION, IS TO BE PROTECTED. IF A OF CONSTRUCTION, IS TO BE PROTECTED. IF A OF CONSTRUCTION, IS TO BE PROTECTED. IF A CONSTRUCTION, IS TO BE PROTECTED. IF A CONSTRUCTION, IS TO BE PROTECTED. IF A IS TO BE PROTECTED. IF A IS TO BE PROTECTED. IF A TO BE PROTECTED. IF A TO BE PROTECTED. IF A BE PROTECTED. IF A BE PROTECTED. IF A PROTECTED. IF A PROTECTED. IF A IF A IF A A A CORNER MONUMENT IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY MONUMENT IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY MONUMENT IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY IS IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY IN DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY DANGER OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY OF BEING ALTERED AND HAS NOT YET BEEN PROPERLY BEING ALTERED AND HAS NOT YET BEEN PROPERLY BEING ALTERED AND HAS NOT YET BEEN PROPERLY ALTERED AND HAS NOT YET BEEN PROPERLY ALTERED AND HAS NOT YET BEEN PROPERLY AND HAS NOT YET BEEN PROPERLY AND HAS NOT YET BEEN PROPERLY HAS NOT YET BEEN PROPERLY HAS NOT YET BEEN PROPERLY NOT YET BEEN PROPERLY NOT YET BEEN PROPERLY YET BEEN PROPERLY YET BEEN PROPERLY BEEN PROPERLY BEEN PROPERLY PROPERLY PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER WITHOUT DELAY. 11. ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS ALL REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS REFERENCES TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS TO PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS PROPOSED CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS CONSTRUCTION INDICATES CONSTRUCTION INCLUDED IN THIS INDICATES CONSTRUCTION INCLUDED IN THIS INDICATES CONSTRUCTION INCLUDED IN THIS CONSTRUCTION INCLUDED IN THIS CONSTRUCTION INCLUDED IN THIS INCLUDED IN THIS INCLUDED IN THIS IN THIS IN THIS THIS THIS CONTRACT. 12. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS. ALL PIPING TO HAVE A MINIMUM OF THREE (3) FEET COVER UNLESS OTHERWISE NOTED ON PLANS. 13. MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING MAINTENANCE OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING OF TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING TRAFFIC: ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING ACCESS FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING FOR LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING LOCAL TRAFFIC SHALL BE MAINTAINED. IF, DURING TRAFFIC SHALL BE MAINTAINED. IF, DURING TRAFFIC SHALL BE MAINTAINED. IF, DURING SHALL BE MAINTAINED. IF, DURING SHALL BE MAINTAINED. IF, DURING BE MAINTAINED. IF, DURING BE MAINTAINED. IF, DURING MAINTAINED. IF, DURING MAINTAINED. IF, DURING IF, DURING IF, DURING DURING DURING CONSTRUCTION, ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE ACCESS FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE FOR LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE LOCAL TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE TRAFFIC IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE IS CHANGED, THE CONTRACTOR SHALL NOTIFY THE CHANGED, THE CONTRACTOR SHALL NOTIFY THE CHANGED, THE CONTRACTOR SHALL NOTIFY THE THE CONTRACTOR SHALL NOTIFY THE THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE CONTRACTOR SHALL NOTIFY THE SHALL NOTIFY THE SHALL NOTIFY THE NOTIFY THE NOTIFY THE THE THE APPROPRIATE JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. JURISDICTIONAL AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. AGENCY A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. A MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. MINIMUM OF THREE (3) WORKING DAYS IN ADVANCE. OF THREE (3) WORKING DAYS IN ADVANCE. OF THREE (3) WORKING DAYS IN ADVANCE. THREE (3) WORKING DAYS IN ADVANCE. THREE (3) WORKING DAYS IN ADVANCE. (3) WORKING DAYS IN ADVANCE. (3) WORKING DAYS IN ADVANCE. WORKING DAYS IN ADVANCE. WORKING DAYS IN ADVANCE. DAYS IN ADVANCE. DAYS IN ADVANCE. IN ADVANCE. IN ADVANCE. ADVANCE. ADVANCE. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA OF TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA TRAFFIC SHALL BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA SHALL BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA SHALL BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA BE IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA IN ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA ACCORDANCE WITH INDEX NO. 102-000 OF THE FLORIDA WITH INDEX NO. 102-000 OF THE FLORIDA WITH INDEX NO. 102-000 OF THE FLORIDA INDEX NO. 102-000 OF THE FLORIDA INDEX NO. 102-000 OF THE FLORIDA NO. 102-000 OF THE FLORIDA NO. 102-000 OF THE FLORIDA 102-000 OF THE FLORIDA 102-000 OF THE FLORIDA OF THE FLORIDA OF THE FLORIDA THE FLORIDA THE FLORIDA FLORIDA FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS. 14. REFER TO FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING: REFER TO FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS FOR THE FOLLOWING: * TYPE F INLET (INDEX NO. 425-010 & 425-053) * CONCRETE PAVEMENT JOINTS (INDEX NO. 350-001) * CONCRETE SIDEWALK (INDEX NO. 522-001) * MAINTENANCE OF TRAFFIC (INDEX NO. 102-000) 15. ALL STORM INSTALLATION NOT LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY ALL STORM INSTALLATION NOT LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY STORM INSTALLATION NOT LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY STORM INSTALLATION NOT LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY INSTALLATION NOT LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY INSTALLATION NOT LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY NOT LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY NOT LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY LOCATED ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY ON PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY PUBLIC R.O.W. OR DEEDED EASEMENTS SHALL COMPLY R.O.W. OR DEEDED EASEMENTS SHALL COMPLY R.O.W. OR DEEDED EASEMENTS SHALL COMPLY OR DEEDED EASEMENTS SHALL COMPLY OR DEEDED EASEMENTS SHALL COMPLY DEEDED EASEMENTS SHALL COMPLY DEEDED EASEMENTS SHALL COMPLY EASEMENTS SHALL COMPLY EASEMENTS SHALL COMPLY SHALL COMPLY SHALL COMPLY COMPLY COMPLY WITH FLORIDA BUILDING CODES-PLUMBING, AND SEMINOLE COUNTY REGULATIONS. 16. VIBRATORY COMPACTION IS NOT PERMITTED.VIBRATORY COMPACTION IS NOT PERMITTED.

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CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE CONTRACTOR SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE SHALL VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE VERIFY EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE EXISTING TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE TOPOGRAPHIC DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE DATA, LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE LOCATION OF EXISTING UTILITIES AND ALL OTHER SITE OF EXISTING UTILITIES AND ALL OTHER SITE OF EXISTING UTILITIES AND ALL OTHER SITE EXISTING UTILITIES AND ALL OTHER SITE EXISTING UTILITIES AND ALL OTHER SITE UTILITIES AND ALL OTHER SITE UTILITIES AND ALL OTHER SITE AND ALL OTHER SITE AND ALL OTHER SITE ALL OTHER SITE ALL OTHER SITE OTHER SITE OTHER SITE SITE SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. 2. ALL GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED ALL GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED GRADES SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED SHOWN, WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED WITH THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED THE EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED EXCEPTION OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED OF THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED THOSE INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED INDICATED ON THE SURVEY BASE DRAWING, ARE FINISHED ON THE SURVEY BASE DRAWING, ARE FINISHED ON THE SURVEY BASE DRAWING, ARE FINISHED THE SURVEY BASE DRAWING, ARE FINISHED THE SURVEY BASE DRAWING, ARE FINISHED SURVEY BASE DRAWING, ARE FINISHED SURVEY BASE DRAWING, ARE FINISHED BASE DRAWING, ARE FINISHED BASE DRAWING, ARE FINISHED DRAWING, ARE FINISHED DRAWING, ARE FINISHED ARE FINISHED ARE FINISHED FINISHED FINISHED GRADES UNLESS INDICATED OTHERWISE. 3. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED BY CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED CONSTRUCTION ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED ACTIVITIES SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED SHALL BE GRADED TO ORIGINAL GROUND LINES AND FINISHED BE GRADED TO ORIGINAL GROUND LINES AND FINISHED BE GRADED TO ORIGINAL GROUND LINES AND FINISHED GRADED TO ORIGINAL GROUND LINES AND FINISHED GRADED TO ORIGINAL GROUND LINES AND FINISHED TO ORIGINAL GROUND LINES AND FINISHED TO ORIGINAL GROUND LINES AND FINISHED ORIGINAL GROUND LINES AND FINISHED ORIGINAL GROUND LINES AND FINISHED GROUND LINES AND FINISHED GROUND LINES AND FINISHED LINES AND FINISHED LINES AND FINISHED AND FINISHED AND FINISHED FINISHED FINISHED WITH SOD. USE ARGENTIAVE BAHIA SOD. THE CONTRACTOR SHALL MAINTAIN ALL AREAS UNTIL FINAL ACCEPTANCE. 4. STORMWATER COLLECTION SYSTEM TO BE PRIVATELY OWNED AND MAINTAINED. STORMWATER COLLECTION SYSTEM TO BE PRIVATELY OWNED AND MAINTAINED. 5. CONTRACTOR SHALL GRADE FROM GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE CONTRACTOR SHALL GRADE FROM GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE SHALL GRADE FROM GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE SHALL GRADE FROM GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE GRADE FROM GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE GRADE FROM GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE FROM GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE FROM GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE GRADE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE POINT TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE TO GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE GRADE POINT IN A UNIFORM MANNER UNLESS OTHERWISE POINT IN A UNIFORM MANNER UNLESS OTHERWISE POINT IN A UNIFORM MANNER UNLESS OTHERWISE IN A UNIFORM MANNER UNLESS OTHERWISE IN A UNIFORM MANNER UNLESS OTHERWISE A UNIFORM MANNER UNLESS OTHERWISE A UNIFORM MANNER UNLESS OTHERWISE UNIFORM MANNER UNLESS OTHERWISE UNIFORM MANNER UNLESS OTHERWISE MANNER UNLESS OTHERWISE MANNER UNLESS OTHERWISE UNLESS OTHERWISE UNLESS OTHERWISE OTHERWISE OTHERWISE INDICATED ON THE PLANS. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 6. CONTRACTOR IS RESPONSIBLE TO DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR CONTRACTOR IS RESPONSIBLE TO DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR IS RESPONSIBLE TO DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR IS RESPONSIBLE TO DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR RESPONSIBLE TO DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR RESPONSIBLE TO DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR TO DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR TO DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR DEVELOP, CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR CONSTRUCT AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR AND MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR MAINTAIN ANY TEMPORARY DEWATERING REQUIRED FOR ANY TEMPORARY DEWATERING REQUIRED FOR ANY TEMPORARY DEWATERING REQUIRED FOR TEMPORARY DEWATERING REQUIRED FOR TEMPORARY DEWATERING REQUIRED FOR DEWATERING REQUIRED FOR DEWATERING REQUIRED FOR REQUIRED FOR REQUIRED FOR FOR FOR CONSTRUCTION OF PROJECT IMPROVEMENTS. NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS OF PROJECT IMPROVEMENTS. NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS OF PROJECT IMPROVEMENTS. NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS PROJECT IMPROVEMENTS. NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS PROJECT IMPROVEMENTS. NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS IMPROVEMENTS. NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS IMPROVEMENTS. NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS NO OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS OFFSITE DISCHARGE OF DEWATERING IS ALLOWED, UNLESS DISCHARGE OF DEWATERING IS ALLOWED, UNLESS DISCHARGE OF DEWATERING IS ALLOWED, UNLESS OF DEWATERING IS ALLOWED, UNLESS OF DEWATERING IS ALLOWED, UNLESS DEWATERING IS ALLOWED, UNLESS DEWATERING IS ALLOWED, UNLESS IS ALLOWED, UNLESS IS ALLOWED, UNLESS ALLOWED, UNLESS ALLOWED, UNLESS UNLESS UNLESS ALLOWED BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND FDEP. ANY TEMPORARY IMPROVEMENTS SHALL BE BY ST. JOHNS RIVER WATER MANAGEMENT DISTRICT AND FDEP. ANY TEMPORARY IMPROVEMENTS SHALL BE BY ST.

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