Attachment_B.pdf

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01.62

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

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LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

INDEX OF DRAWINGS

AS NOTED

01-28-2015

C-001

EGLIN AIR FORCE BASE, FLORIDA

EGLIN AFB

98o o43

BAY

p65

FAIRHOPE

MOBILE

o31 p

MINETTE

o

98o

9010p

45o

FOLEY

o 98o o331

ANDALUSIA

o84 o31

CRESTVIEW

o o85

VALPARISO

90o

MILTON

p10

EGLIN AIR FORCE BASE

ALABAMA

FLORIDA

o29 p10

DE FUNIAK

SPRINGS

FORT

WALTON

BEACH

98o

ATMORE

o31 o90 p5

BREWTON

FLOMATON

PENSACOLA

NOT TO SCALE

VICINITY MAP

VICINITY MAP

NOT TO SCALE

LOCATION MAP

EGLIN AFB

COVER

following web site:

For Design Standards click on the "Design Standards" link at the click on the "Specifications" link at the following web site:

For the Standard Specifications for Road and Bridge Construction

GOVERNING STANDARDS AND SPECIFICATIONS:

http://www.dot.state.fl.us/rddesign/ http://www.dot.state.fl.us/specificationsoffice/

Contract Documents.

Specifications for Road and Bridge Construction, as amended by revised Index Drawings as appended herein, and 2014 Standard

Florida Department of Transportation, 2014 Design Standards and

USGS TOPOGRAPHIC MAP

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

PROJECT SITE

PROJECT SITE

STRUCTURE PLANS

B-16

B-15

B-14

B-13

B-12

B-11

B-10

B-09

B-08

B-07

B-06

B-05

B-04

B-03

B-02

B-01

LRFR LOAD RATING DETAILS

SCHEDULE OF REINFORCEMENT

EXPANSION JOINT DETAILS

APPROACH SLAB DETAILS

BARRIER DETAILS

DECK DETAILS

DOUBLE -T BEAM DETAILS

FRAMING PLAN

FINISH GRADE ELEVATIONS

BEARING PAD DETAILS

END BENT DETAILS

END BENT 1 & 2 PLAN AND ELEVATION

FOUNDATION LAYOUT

GENERAL PLAN, ELEVATION AND TYPICAL SECTION

GENERAL NOTES

COVER SHEET

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

EGLIN AFB PROJECT MANAGER: MIKE NEWELL, PE

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACLAY COMMERCE DRIVE

PROJ. ENG. C. BROCKMEIER

S. GAY

56859

CHRIS E. BROCKMEIER

C-502

C-501

C-402

C-401

C-304

C-303

C-302

C-301

C-201

C-108

C-107

C-106

C-105

C-104

C-103

C-102

C-101

C-004

C-003

C-002

C-001

SWPPP - CONTRACTOR'S REQUIREMENTS

SWPPP - CONTRACTOR'S CERTIFICATIONS

SOIL BORING LOG

TYPICAL SECTION

CROSS SECTIONS

CROSS SECTIONS

CROSS SECTIONS

CROSS SECTIONS

PROFILE

EROSION CONTROL PLAN

EROSION CONTROL PLAN

PLAN SHEET

PLAN SHEET

DEMOLITION PLAN

DEMOLITION PLAN

EXISTING CONDITIONS

EXISTING CONDITIONS

TRAFFIC CONTROL DETOUR PLAN & NOTES

CONTRACTORS HAUL ROUTE

LEGEND & GENERAL NOTES

COVER

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

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IV

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D E

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N

D R

A W

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M O

D E

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IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

INDEX OF DRAWINGS

AS NOTED

01-28-2015

C-001

EGLIN AIR FORCE BASE, FLORIDA

EGLIN AFB

98o o43

BAY

p65

FAIRHOPE

MOBILE

o31 p

MINETTE

o

98o

9010p

45o

FOLEY

o 98o o331

ANDALUSIA

o84 o31

CRESTVIEW

o o85

VALPARISO

90o

MILTON

p10

EGLIN AIR FORCE BASE

ALABAMA

FLORIDA

o29 p10

DE FUNIAK

SPRINGS

FORT

WALTON

BEACH

98o

ATMORE

o31 o90 p5

BREWTON

FLOMATON

PENSACOLA

NOT TO SCALE

VICINITY MAP

VICINITY MAP

NOT TO SCALE

LOCATION MAP

EGLIN AFB

COVER

following web site:

For Design Standards click on the "Design Standards" link at the click on the "Specifications" link at the following web site:

For the Standard Specifications for Road and Bridge Construction

GOVERNING STANDARDS AND SPECIFICATIONS:

http://www.dot.state.fl.us/rddesign/ http://www.dot.state.fl.us/specificationsoffice/

Contract Documents.

Specifications for Road and Bridge Construction, as amended by revised Index Drawings as appended herein, and 2014 Standard

Florida Department of Transportation, 2014 Design Standards and

USGS TOPOGRAPHIC MAP

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

PROJECT SITE

PROJECT SITE

STRUCTURE PLANS

B-16

B-15

B-14

B-13

B-12

B-11

B-10

B-09

B-08

B-07

B-06

B-05

B-04

B-03

B-02

B-01

LRFR LOAD RATING DETAILS

SCHEDULE OF REINFORCEMENT

EXPANSION JOINT DETAILS

APPROACH SLAB DETAILS

BARRIER DETAILS

DECK DETAILS

DOUBLE -T BEAM DETAILS

FRAMING PLAN

FINISH GRADE ELEVATIONS

BEARING PAD DETAILS

END BENT DETAILS

END BENT 1 & 2 PLAN AND ELEVATION

FOUNDATION LAYOUT

GENERAL PLAN, ELEVATION AND TYPICAL SECTION

GENERAL NOTES

COVER SHEET

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

EGLIN AFB PROJECT MANAGER: MIKE NEWELL, PE

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACLAY COMMERCE DRIVE

PROJ. ENG. C. BROCKMEIER

S. GAY

56859

CHRIS E. BROCKMEIER

C-502

C-501

C-402

C-401

C-304

C-303

C-302

C-301

C-201

C-108

C-107

C-106

C-105

C-104

C-103

C-102

C-101

C-004

C-003

C-002

C-001

SWPPP - CONTRACTOR'S REQUIREMENTS

SWPPP - CONTRACTOR'S CERTIFICATIONS

SOIL BORING LOG

TYPICAL SECTION

CROSS SECTIONS

CROSS SECTIONS

CROSS SECTIONS

CROSS SECTIONS

PROFILE

EROSION CONTROL PLAN

EROSION CONTROL PLAN

PLAN SHEET

PLAN SHEET

DEMOLITION PLAN

DEMOLITION PLAN

EXISTING CONDITIONS

EXISTING CONDITIONS

TRAFFIC CONTROL DETOUR PLAN & NOTES

CONTRACTORS HAUL ROUTE

LEGEND & GENERAL NOTES

COVER

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

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W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

LEGEND & GENERAL NOTES

= LAMP POLE

= TRAFFIC SIGN

= HANDICAPPED PARKING SPACE

= WATER VALVE

= WATER METER

= FIRE HYDRANT

= DRAIN MANHOLE

= SEWER MANHOLE

= BENCHMARK

= CONCRETE BOLLARD

= GUY ANCHOR

= UTILITY POLE

= TELEPHONE BOX

= ELECTRIC BOX

= FLAG POLE

= MANHOLE

= COMMUNICATIONS MANHOLE

= SEWER CLEAN OUT

H Y D

D

S

M

S

CO

TT

E

= OAK TREE (DIAMETER SHOWN IN INCHES)

= PINE TREE (DIAMETER SHOWN IN INCHES)

= CEDAR TREE (DIAMETER SHOWN IN INCHES)

= RED MAPLE TREE (DIAMETER SHOWN IN INCHES)

= ASPHALT

= CONCRETE

= PALM TREE (DIAMETER SHOWN IN INCHES)10

= ORNAMENTAL TREE (DIAMETER SHOWN IN INCHES)12

C

= BACKFLOW PREVENTERBFP

= CONCRETE BOLLARD

GM

C-002

LEGEND

ELIMINATION SYSTEM RULES AND REGULATIONS.

WITH NATIONAL POLLUTANT DISCHARGE

"NOTICE OF INTENT" TO THE EPA IN ACCORDANCE

CONSTRUCTION, THE CONTRACTOR WILL SUBMIT A

7. 48 HOURS PRIOR TO COMMENCEMENT OF

CONSTRUCTION AND DEWATERING OPERATIONS.

GROUNDWATER ENCOUNTERED DURING

IF REQUIRED, IN ORDER TO DISCHARGE ANY

RESPONSIBLE FOR OBTAINING N.P.D.E.S. PERMIT,

CONTAMINATION LEVELS. CONTRACTOR SHALL BE

42739, PART 1A.3, TO DETERMINE PETROLEUM

PROTECTION AGENCY FEDERAL REGISTER, PAGE

ACCORDANCE WITH THE ENVIRONMENTAL

SHALL PERFORM GROUNDWATER TESTING IN

AND EXCAVATION ACTIVITIES, THE CONTRACTOR

6. PRIOR TO COMMENCEMENT OF CONSTRUCTION

WATER MANAGEMENT DISTRICT.

THE PERMIT THROUGH THE NORTHWEST FLORIDA

THE CONTRACTORS RESPONSIBILITY TO OBTAIN

CONSUMPTIVE USE PERMIT (C.U.P.) IT SHALL BE

5. IF DEWATERING CAPACITY REQUIRES A

REQUIREMENTS.

MEETING THE N.P.D.E.S. FINAL STABILIZATION

AND/OR GRASS PER BASE STANDARDS AND

ESTABLISHING A PERMANENT STAND OF SOD

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

DOWNSTREAM WATER QUALITY DEGRADATION.

AREAS WHERE THERE IS POTENTIAL FOR

SHALL BE PLACED ADJACENT TO ALL WETLAND

3. EROSION AND SEDIMENT CONTROL BARRIERS

SPECIFICATIONS AND CRITERIA.

FLORIDA WATER MANAGEMENT DISTRICT

AND SPECIFICATIONS AND THE NORTHWEST

CONTROL PRACTICES AS OUTLINED IN THE PLANS

FOLLOWING THE BEST EROSION AND SEDIMENT

2. THE CONTRACTOR IS RESPONSIBLE FOR

FEES, CONSTRUCTION COSTS AND FINES.

RESULT INCLUDING LEGAL FEES, CONSULTANT

FOR ALL DAMAGE AND ALL COSTS WHICH MAY

CONTRACTOR SHALL BE WHOLLY RESPONSIBLE

WATER QUALITY VIOLATION OCCURS, THE

CONFORM TO AGENCIES REQUIREMENTS. IF A

MAY NEED TO INSTALL ADDITIONAL CONTROLS TO

AND FEDERAL WATER QUALITY STANDARDS AND

REQUIRED TO INSURE CONFORMANCE TO STATE

PROTECTION AND TURBIDITY CONTROL AS

6. THE CONTRACTOR SHALL PROVIDE EROSION

ENVIRONMENTAL PROTECTION (F.D.E.P.) CHAPTER

STATE OF FLORIDA DEPARTMENT OF

SOUND LAND AND WATER MANAGEMENT" FROM THE

"THE FLORIDA DEVELOPMENT MANUAL-A GUIDE TO

ON SEDIMENT AND EROSION CONTROL REFER TO

THIS PROJECT. FOR ADDITIONAL INFORMATION

& SEDIMENT CONTROL MEASURES REQUIRED FOR

1. THESE PLANS INDICATE THE MINIMUM EROSION

EROSION & SEDIMENT CONTROL NOTES:

= DEMOLITION

= STANDARD CLEARING AND GRUBBING

= TREE LINE

= SPOT ELEVATION (EXISTING)X

0.0

= JURISDICTIONAL WETLAND LINE

= WETLAND IMPACTS

2 21

CONTRACTOR AT THE CONTRACTORS EXPENSE.

SHALL BE DISPOSED OF OFF-SITE BY THE

12. ALL DEBRIS RESULTING FROM ALL ACTIVITIES

RECORD FOR REINSTALLATION OF THE MONUMENT.

SHALL CONTRACT WITH THE SURVEYOR OF

MONUMENT IS DISTURBED, THE CONTRACTOR

OF ALL SURVEY AND PROPERTY MONUMENTS. IF A

11. CONTRACTOR IS RESPONSIBLE FOR PROTECTION

INVESTIGATION REPORT.

ACCORDANCE WITH THE GEOTECHNICAL

CLEAN STRUCTURAL FILL COMPACTED IN

FDOT STANDARDS AND SHALL BE FILLED WITH

CLEARED AND GRUBBED IN ACCORDANCE WITH

10. ALL AREAS SHOWN TO BE FILLED SHALL BE

THE PROJECT.

EASEMENTS SHALL BE CONSIDERED AS PART OF

AND GRUBBING OF ALL RIGHT-OF-WAY OR

INCLUDED IN THIS PROJECT AND THE CLEARING

ROADWAY, UTILITIES, DITCHES, AND BERMS

9.ALL CLEARING AND GRUBBING REQUIRED FOR ALL

CONSTRUCTION.

AND OWNER PRIOR TO PROCEEDING WITH

THE CONTRACTOR SHALL NOTIFY THE ENGINEER

IN THE EVENT OF ANY CONFLICT WHATSOEVER,

CONSTRUCTION WITH ALL OTHER CONTRACTORS.

8. THE CONTRACTOR SHALL COORDINATE THEIR

AND SPECIFICATIONS AND NWFWMD REGULATIONS.

ACCORDANCE WITH CURRENT BASE STANDARDS

AND SUBMITTAL OF "AS-BUILT" DRAWINGS IN

PREPARATION, FIELD LOCATIONS, CERTIFICATION

IN THE STATE OF FLORIDA FOR THE

CONTRACT WITH A LAND SURVEYOR REGISTERED

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

REGISTERED LAND SURVEYOR THEREFORE, IT

BE SIGNED AND SEALED BY A FLORIDA

ENVIRONMENTAL PROTECTION ARE REQUIRED TO

AND THE FLORIDA DEPARTMENT OF

7."AS-BUILT" DRAWINGS - AS-BUILTS TO THE BASE

RECOMMENDATION FOR UNDERDRAIN PLACEMENT.

PROJECT GEOTECHNICAL ENGINEER SHALL MAKE

PRIOR TO BASE MATERIAL PLACEMENT, THE

TESTING AND ALL OTHER MATERIAL TESTING.

LOCATED IN PAVEMENT AREAS CONCRETE

PAVEMENT AREAS AND IN ALL UTILITY TRENCHES

SHALL INCLUDE DENSITY TESTS IN ALL

ACCORDANCE WITH BASE REQUIREMENTS. THIS

MATERIAL TESTING AND SOIL TESTING IN

INDEPENDENT TESTING LABORATORY TO PERFORM

6. THE CONTRACTOR WILL CONTRACT WITH AN

INC.

AS DETERMINED BY SOUTH EASTERN SURVEYING,

COASTAL AND GEODETIC SURVEY (U.S.C. & G.S.),

VERTICAL DATUM OF 1988 (NAVD) UNITED STATES

ELEVATIONS ARE BASED ON NORTH AMERICAN 5.

REQUIRED.

AMOUNT OF OFF SITE BORROW THAT WILL BE

REQUIRE REMOVAL AND/OR TO ESTIMATE THE

AMOUNT OF UNSUITABLE MATERIAL THAT WILL

ASSISTANCE REQUIRED TO ESTIMATE THE

EXPLORATION OR ACQUIRE ANY GEOTECHNICAL

RESPONSIBILITY TO EITHER CONDUCT ANY FIELD

4. IT SHALL BE THE CONTRACTOR'S

CONSTRUCTION OF THE PROJECT.

COMPLAINTS THAT MAY OCCUR DUE TO THE

AID IN RESOLVING POSSIBLE FUTURE

CONDITIONS PRIOR TO CONSTRUCTION, AND TO

ROUTE OF THE PROJECT TO RECORD EXISTING

URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE

THIS CONTRACT. THE CONTRACTOR IS ALSO

CONTRACTOR OF COMPLETE PERFORMANCE UNDER

FAILURE TO DO SO WILL NOT RELIEVE THE

EQUIPMENT, LABOR AND MATERIALS REQUIRED.

THE WORK TO BE PERFORMED, AND THE

SURFACE OR SUBSURFACE, WHICH MAY AFFECT

THE WORK AND LOCAL CONDITIONS, EITHER

HIMSELF WITH THE NATURE AND THE EXTENT OF

THE BID FOR THE PURPOSE OF FAMILIARIZING

VISITING THE JOB SITE PRIOR TO PREPARING

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

BID.

ACT MUST BE INCLUDED IN THE CONTRACTORS

REGULATIONS AND THE FLORIDA TRENCH SAFETY

ASSOCIATED WITH COMPLYING WITH O.S.H.A.

COURSE OF THIS PROJECT. ALL COSTS

TO PRIVATE PROPERTY OR PERSONS DURING THE

INJURIES OF HIS EMPLOYEES, AND ANY DAMAGE

SHALL BE WHOLLY RESPONSIBLE FOR ANY

O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR

MANNER. ALL SAFETY RULES AND GUIDELINES OF

2. ALL WORK SHALL BE PERFORMED IN A SAFE

STRINGENT THAN BASE REQUIREMENTS.

BY LARRY M. JACOBS AND ASSOC., INC. IF MORE

GEOTECHNICAL INVESTIGATION REPORT PROVIDED

THE RECOMMENDATIONS SET FORTH IN THE

PERFORMED AND TESTED IN ACCORDANCE WITH

LOCAL REGULATIONS. THE WORK SHALL ALSO BE

DETAILS AS WELL AS ALL APPLICABLE STATE AND

REVISION) AND/OR ALL CURRENT FDOT STANDARD

SECTIONS OF BASE STANDARDS, (LATEST

COMPLETE ACCORDANCE WITH ALL RELATIVE

1. ALL WORK AND MATERIALS SHALL BE IN

GENERAL NOTES:

= PROPOSED CLAY ROAD IMPROVEMENTS

SPECIFICATION.

LABORATORY A COMPLETE COPY OF THIS PROJECT

CONTRACTOR SHALL PROVIDE THE TESTING

AFTER AN INDIVIDUAL TEST IS COMPLETED. THE

GOVERNMENT PROJECT ENGINEER WITHIN 3 DAYS

THE TEST RESULTS DIRECTLY TO THE

TESTING LABORATORY WILL SUBMIT A COPY OF

CONTRACTOR WILL ENSURE THAT THE SELECTED

RESPONSIBILITY OF THE CONTRACTOR. THE

TESTING LABORATORY SERVICES SHALL BE THE

PROFESSIONAL ENGINEER. THE COST OF THE

COMPETENCE OR SHALL BE A LICENSED

AUTHORITY FOR AN EQUIVALENT LEVEL OF

BY AN EQUIVALENT RECOGNIZED NATIONAL

TESTING TECHNICIAN, GRADE I, OR BE CERTIFIED

CONCRETE INSTITUTE AS A CONCRETE FIELD

TESTING SHALL BE CERTIFIED BY THE AMERICAN

PERFORMING THE FIELD SAMPLE AND FIELD

THE AGENT OF THE TESTING LABORATORY

THE FLORIDA DEPARTMENT OF TRANSPORTATION.

CONCRETE MATERIALS ENGINEERING COUNCIL OR

SUCH AS THE CORPS OF ENGINEERS, THE

RECOGNIZED LABORATORY CERTIFYING AGENCY

LABORATORY HAS BEEN CERTIFIED BY ANOTHER

LABORATORY EVALUATION" OR THAT THE

FOR USE IN CONSTRUCTION AND CRITERIA FOR

TESTING CONCRETE AND CONCRETE AGGREGATES

C1077, "STANDARD PRACTICE FOR LABORATORIES

AGENCIES AS USED IN CONSTRUCTION" AND ASTM

EVALUATION OF TESTING AND INSPECTION

STANDARD PRACTICE FOR USE IN THE

TESTING MATERIALS (ASTM) STANDARD E 329, "

REQUIREMENTS OF THE AMERICAN SOCIETY FOR

TESTING LABORATORY COMPLIES WITH ALL THE

CONTRACTOR SHALL SUBMIT PROOF THAT THE

TESTING REQUIRED UNDER THIS CONTRACT. THE

WHICH WILL PERFORM ALL FIELD SAMPLING AND

INDEPENDENT COMMERCIAL TESTING LABORATORY

SHALL PROVIDE THE SERVICES OF AN

23. "TESTING LABORATORY" - THE CONTRACTOR

ACCESS.

THAT PRECLUDE THE CONTRACTOR'S SITE

CONFIRM THERE ARE NO AIR FORCE MISSIONS

BRIAN NASH AT 882-4956, EACH MORNING TO

C-52 SITE CHIEF, MR. LARRY HUBBARD OR MR.

882-5800 AND THE O&M CONTRACTOR TEST AREA

OPERATION CONTROL CENTER (ROCC) AT (850)

CONTRACTOR SHALL CONTACT THE RANGE

COMPENSATION FOR THESE DAYS. THE

GOVERNMENT. THERE IS NO FINANCIAL

ADDITIONAL DAY AT NO COST TO THE

CONTRACT WILL BE EXTENDED FOR AN

DAYS DURING THE CONSTRUCTION PERIOD , THE

FOR EACH DAY OF MISSION RUNOFF BEYOND 8

CONTRACT EXTENSION FOR UP TO 8 DAYS RUNOFF.

OF 90 DAYS. THERE IS NO COMPENSATION OR

THAN 8 DAYS DURING A CONSTRUCTION PERIOD

HISTORICALLY THIS DOES NOT OCCUR FOR MORE

RUNOFF DUE TO GOVERNMENT TEST MISSIONS.

OF CONSTRUCTION THE CONTRACTOR MIGHT BE

MONDAY THROUGH FRIDAY. DURING THE COURSE

22. NORMAL WORK HOURS ARE 0700 TO 1530,

COMPLETION OF THE PROJECT.

CERTIFICATION TO THE NWFWMD AT THE

ENGINEER OF RECORD WILL SUBMIT THE ASBUILT

PRIOR TO START OF CONSTRUCTION. THE

FLORIDA WATER MANAGEMENT DISTRICT/FDEP

COMMENCEMENT" NOTICE TO THE NORTHWEST

REQUIRED "NOTICE OF CONSTRUCTION

21. THE CONTRACTOR SHALL SUBMIT THE

UTILITIES TO WHICH HE SHALL CONNECT.

INVERTS AND TYPE OF MATERIAL OF EXISTING

CONTRACTOR SHALL VERIFY ALL GRADES,

COMMENCEMENT OF ANY CONSTRUCTION, THE

OR OTHER IMPROVEMENTS. PRIOR TO

FOR ALL DAMAGE MADE TO EXISTING UTILITIES

RESPONSIBLE FOR AND SHALL REPAIR OR PAY

UTILITIES AND IMPROVEMENTS AND SHALL BE

WHEN WORKING IN AREAS NEAR EXISTING

CONTRACTOR SHALL EXERCISE EXTREME CAUTION

TO COMMENCING CONSTRUCTION. THE

THIS DISCREPANCY SHOULD BE RESOLVED PRIOR

OWNER AND ENGINEER OF THE DISCREPANCY.

LOCATIONS, THE CONTRACTOR SHALL NOTIFY THE

LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL

COMMENCING ANY CONSTRUCTION. IF THE

AND OTHER IMPROVEMENTS PRIOR TO

FIELD VERIFY LOCATIONS OF EXISTING UTILITIES

SHALL NOTIFY RESPECTIVE UTILITY OWNERS AND

LOCATIONS ARE APPROXIMATE. THE CONTRACTOR

AND MAY NOT HAVE BEEN VERIFIED. THE

DRAWINGS IS BASED ON LIMITED INFORMATION

STRUCTURES AND IMPROVEMENTS SHOWN ON THE

18. THE LOCATION OF ALL EXISTING UTILITIES,

INDEXES 11860, 17346, AND 17352.

BE IN ACCORDANCE WITH F.D.O.T. STANDARD

17. ALL SIGNING AND PAVEMENT MARKINGS SHALL

F.D.O.T. STANDARD INDEX 600, LATEST EDITION.

16. MAINTENANCE OF TRAFFIC SHALL CONFORM TO

COORDINATED WITH BASE FIRE MARSHAL.

MATERIAL SHALL BE APPROVED, PERMITTED AND

15. BURNING OF TREES, BRUSH AND OTHER

SHALL BE PRESERVED AND PROTECTED.

14. ALL EXISTING TREES IDENTIFIED TO REMAIN

OTHERWISE BY ENGINEER OR OWNER.

BY THE CONTRACTOR UNLESS DIRECTED

MATERIAL SHALL BE REMOVED FROM THE SITE

13. ALL EXCESS SUITABLE AND UNSUITABLE

LEGEND

RANGE ROAD 218

RANGE ROAD 219

HAUL ROUTE

CONTRACTOR'S

REPLACEMENT

WATERING CREEK BRIDGE

RANGE ROAD 200

RANGE ROAD 201

HWY 285

HWY 20 RANGE ROAD 214

HWY 20

RANGE ROAD 212

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

CONTRACTORS HAUL ROUTE

C-003 SHEET 3 OF 21

FOR THE OPERATOR.

INSURANCE, AND CURRENT/VALID DRIVER'S LICENSE

CURRENT/VALID REGISTRATION, CURRENT/VALID

VEHICLES ENTERING THE BASE MUST HAVE

PHOTO ID PER BASE SECURITY REQUIREMENTS. ALL

ENTERING EGLIN A.F.B. PROPERTY MUST HAVE A VALID

BASE AND MAY EXPERIENCE DELAYS. ALL PERSONNEL

SEARCHED BY SECURITY POLICE WHEN ENTERING THE

ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE

TO ORIGINAL OR BETTER CONDITION OF EXISTING SITE.

CONTRACTOR DURING CONSTRUCTION SHALL BE RESTORED

STAGING AREA AND ANY OTHER AREA DISTURBED BY

DAILY BASIS.

FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITY ON A

CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE

ON THIS SHEET OR AS DIRECTED BY THE CONTRACTING OFFICER.

GOVERNMENT. THE HAUL ROAD LOCATIONS ARE AS INDICATED

OF THE CONTRACTOR AT NO ADDITIONAL COST TO THE

THE MAINTENANCE OF HAUL ROADS SHALL BE THE RESPONSIBILITY

AND FACILITATE GOVERNMENT ACCESS TO THE SITE AT ALL TIMES.

STAGING AREA AND FROM THE STAGING AREA TO THE WORK SITE

ACCESS WILL BE PROVIDED AT ALL TIMES FROM THE ROAD TO THE

ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT UNOBSTRUCTED

SHEET.

LOCATION OF ACCESS/HAUL ROADS ARE AS INDICATED ON THIS

SHALL BE PARKED IN THE CONTRACTOR'S STAGING AREA.

THE CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES

WORK AREA. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY,

CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE PROJECT

OF CONTRACTING OFFICER'S REPRESENTATIVE. LOCATION OF

CONTRACTOR'S STAGING AREA SHALL BE SUBJECT TO APPROVAL

THE CONTRACTING OFFICER.

POTENTIAL SCHEDULE IMPACTS SHALL BE COORDINATED WITH

OPERATIONAL REQUIREMENTS ON BASE OR ON THE AIRFIELD.

ACCESS ROUTES MAY BE SUBJECT TO CHANGE BASED ON

VEHICLES, AND EQUIPMENT IS ILLUSTRATED ON THIS SHEET.

ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL,

ACTIVITIES.

PROPERTY, DUE TO DAMAGE BY THEIR CONSTRUCTION

TO STREETS, PARKING AREAS, AND BASE OR GOVERNMENT

OFFICER. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS

CLEAN ANY STREETS AS REQUESTED BY THE CONTRACTING

CONTRACTOR TO PROVIDE EQUIPMENT AND PERSONNEL TO

CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC. AT ALL TIMES.

CONTRACTORS SHALL KEEP ALL PUBLIC ROADS AND STREETS

REPLACEMENT

WATERING CREEK BRIDGE

DETOUR ROUTE

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

M4-9 DETOUR

RANGE ROAD 359

END DETOUR

M4-8A

M4-9 DETOUR

DETOUR 500'

W20-2

0.5 MILES AHEAD

BRIDGE CLOSED

R11-2 W/ TYPE 3 BARRICADE

M4-9 DETOUR

RANGE ROAD 200

RANGE ROAD 212

M4-9 DETOUR

RANGE ROAD 433

M4-9 DETOUR

M4-9 DETOUR

RANGE ROAD 218

RANGE ROAD 218

RANGE ROAD 214

RANGE ROAD 435

M4-9 DETOUR

DETOUR 500'

W20-2

END DETOUR

M4-8A

2.5 MILES AHEAD

BRIDGE CLOSED

R11-2 W/ TYPE 3 BARRICADE

SAFETY AT ALL TIMES.

MAINTAINED IN ORDER TO PROVIDE FOR PUBLIC

ALL SIGNS, BARRICADES, AND LIGHTS SHALL BE

ACCORDANCE WITH THE CURRENT MUTCD.

OF INSTALLING TRAFFIC CONTROL DEVICES IN

RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY

THIS PLAN IS NOT INTENDED TO SUPERCEDE OR

OR DETOUR.

OFFICER 14 DAYS IN ADVANCE OF ANY ROAD CLOSURE

THE CONTRACTOR SHALL CONTACT CONTRACTING

CONSTRUCTION AREA.

TRAFFIC CONTROL THROUGH AND AROUND THE

ADDITIONAL DEVICES NEEDED TO SAFELY MAINTAIN

ONLY. THE CONTRACTOR IS REQUIRED TO INSTALL

PLAN ARE SHOWN TO GIVE GENERAL GUIDANCE

TRAFFIC CONTROL DEVICES SHOWN ON THIS

CONTROL DEVICES (MUTCD).

WITH THE MANUAL ON UNIFORM TRAFFIC

THROUGHOUT CONSTRUCTION IN ACCORDANCE

VEHICULAR TRAFFIC SHALL BE MAINTAINED

TRAFFIC CONTROL NOTES

C-004

& NOTES

TRAFFIC CONTROL PLAN

SHEET 4 OF 21

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

43.5

43.1

42.3

41.5

42.9

43.3

65.0

65.3

64.3 65.1

62.8

63.5

65.0 66.0

66.3

65.5

65.7

64.8

62.1

61.3

63.0

64.5

62.1

63.0

61.8

61.9

61.9

64.5

57.8

57.9

57.6

58.3

55.8

56.1

56.1

62.4

59.6

59.8

56.3

54.8

55.0

54.7

53.3

52.5

52.7

52.0

51.5 50.2

50.3

51.4

50.5

50.3

51.3

51.7

50.9

50.7

48.3

49.1

48.5 48.5

49.2

49.0

48.4

46.4

44.5

42.2

42.3 41.5

45.1

44.1

44.2

44.4

44.6

45.5

45.1

44.9 45.9

45.9

45.5 45.0

45.3

44.8

43.4

42.3

43.4

40.3 42.6

40.0

40.8

41.5

44.0

43.1

42.9

42.4

41.8

45.6

45.9

45.7

43.7

43.8

43.7 42.5

42.6

42.6

60.9

59.6 58.2

56.4

60.7

60.4

61.3 57.9

71.5

70.2

57.0

56.2

53.7

52.2

55.0

55.2 55.2

53.5

55.3

53.7

52.6

52.6

50.6

47.4

51.0

46.4

46.4

45.3

50.6

50.9

50.3

47.6

46.9

43.9

43.9

46.6

46.7

45.2

46.5

43.8

40.7

44.1

44.3

41.2

39.7 37.7

32.0

33.1

36.3

39.1 37.3

38.8

37.2

39.8

42.8

E L

E V

A T

IO

N

.5

IN

P

E

T R

E E

S

D

A

IL

S

IT

B

N C

H M

A

K

.7

.O .S

S T

A T

D

S

S M

C

V

P

S

IR

O

D

A N

D

S

S

F

P

S

IR

D

A N

D

S

S

P

S

IR

D

.3

.I.

S T

A T

D

S

S

P

S

IR

D

.1

S T

A T

D

S

S

P

S

IR

D

.1

S T

A T

D

S

S

P

S

IR

D

.0

.0

.0

.0

O N

E

L A

N E

S

IG

N

W E

IG

H T

L

IM

IT

T O

N S

B R

ID

G E

M A

T C

H L I N

E

S

T A

37.1

10 40

Feet

N

= IRON ROD AND CAP

= NAIL AND DISK

= SITE BENCHMARK

= GROUND ELEVATION

= WETLANDS DELINEATION FLAG AS NUMBERED

= CURBING ELEVATIONS

= TRAFFIC SIGN

.2

MC-2

FLAG

65.73

66.06

EXISTING CONDITIONS

R

SOUTHEASTERN SURVEYING

AND MAPPING CORPORATION

Cert. No. LB-2108 e-mail: info@southeasternsurveying.com

(850)638-0790 Fax(850)638-8069

Chipley, Florida 32428

1130 Highway 90

THOMAS MEAD, PLS

FLORIDA REGISTERED SURVEYOR

C-101 5 21

LEGEND:

39.9

40.540.1

38.2

38.9

38.7

39.6

39.1

38.8

38.9

39.0

40.5

39.2

39.8

41.5

38.0

40.0

40.7

40.3

38.5

41.3

40.8

40.5

41.2

41.2

41.2 40.4

40.3

40.4

39.8

39.8

39.4

39.7

39.5

39.2

39.2

39.2

39.6

39.7

39.7

40.6

40.9

40.8 42.9

43.1

43.0

45.6

45.6

45.4 48.2

48.6

48.8

35.4

39.2

38.2

39.2 38.5

38.7

38.4

39.4

37.4

32.8

33.0

33.2

35.5

35.3

37.132.6

33.032.9

32.0

36.0

30.8

32.9 33.0

30.7 39.5

35.7

35.7

36.5

38.7

36.7

36.8

38.7

37.0

36.5

39.0

36.0

39.9

37.0

38.0

37.9

37.0

36.8

40.6

40.7

39.5

38.5

39.3

41.2

41.3

42.7

43.8

46.2

46.4

47.1 47.0

43.7

44.5

44.9

48.6

49.2

49.7

54.0

51.8

40.4

38.1

37.1

33.8

39.5

33.631.5

36.7

33.3

36.5

33.3

35.3

32.7

33.9 34.1

37.1

32.9 36.0

32.2

36.7

37.2

31.039.9

39.7

38.8

37.9

39.0

36.8

36.7

34.1

37.1

36.0

34.1

37.1

35.0

34.6

36.1

35.9

36.7

38.6

39.5

40.1

37.8

36.2

35.1 35.7

36.2 36.5

35.6

36.4

36.7

41.7

38.7

36.9 35.435.436.9

36.8

36.2

36.8

37.2 36.3

35.937.1

42.9

38.8

37.4

39.2

39.0

43.9

44.444.2

40.8

38.7

38.4

41.2

40.2

45.3

46.9

47.1

47.8

48.9

48.2 50.2

47.1

49.6

51.3

E L

E V

A T

.4

E E

S

N C

H M

A

.2

S T

A T

D

S

S

P

S

IR

D

B O

U N

D A

Y

L

E J

U R

IS

D

IC

T

IO

N A

L F

L A

G G

E D

B O

U N

D A

E J

U R

IS

D

IC

T

IO

N A

L F

L A

G G

E D

Y E

L L

W

H

E V

R O

N S

A

A

D

S

IG

ID

G E

Y E

L L

E V

R O

N S

A

A

D

S

IG

ID

G E

0 4

1 4

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

51.3

51.7

51.7 55.3

55.6

55.2

59.2

59.7

59.0

54.0

57.3

58.7

53.5

54.3

55.0 57.5

55.7

55.6

57.4

56.5

55.4

51.3

54.0

53.2

53.355.0

56.7 57.3

56.6 59.1 59.1

60.3

58.9

57.0

56.0 56.5

58.2

51.3

51.7

51.7 55.3

55.6

55.2

59.2

59.7

59.0

54.0

57.3

58.7

53.5

54.3

55.0 57.5

55.7

55.6

57.4

56.5

55.4

51.3

54.0

53.2

53.355.0

56.7 57.3

56.6 59.1 59.1

60.3

58.9

57.0

56.0 56.5

58.2

204+00 205+00 205+99.29

.2

.O .S

S T

A T

D

S

S

P

S

IR

D

A N

D

S

S

P

S

IR

D

.0

.0

.0

GRADED CLAY ROAD5

M A

T C

H L I N

E

S

T A

M A

T C

H L I N

E

S

T A

M A

T C

H L I N

E

S

T A

EXISTING CONDITIONS

10 40

Feet

10 40

Feet

N

N

= IRON ROD AND CAP

= NAIL AND DISK

= SITE BENCHMARK

= GROUND ELEVATION

= WETLANDS DELINEATION FLAG AS NUMBERED

= CURBING ELEVATIONS

= TRAFFIC SIGN

.2

MC-2

FLAG

65.73

66.06

R

SOUTHEASTERN SURVEYING

AND MAPPING CORPORATION

Cert. No. LB-2108 e-mail: info@southeasternsurveying.com

(850)638-0790 Fax(850)638-8069

Chipley, Florida 32428

1130 Highway 90

THOMAS MEAD, PLS

FLORIDA REGISTERED SURVEYOR

C-102 6 21

LEGEND:

B-4 B-3

= SOIL BORING LOCATION

B-4 = SOIL BORING NAME

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

O N

E

L A

N E

W E

IG

H T

L

IM

IT

T O

N S

B R

ID

G E

PI STA. 196+64.32

PI STA. 197+59.18

PC STA. 197+85.88

PT STA. 198+88.61

198+80.10

PI STA.

198+86.61 AH

198+88.61 BK =

EQUATION:

P I

POT STA. 196+40.00

M A

T C

H L I N

E

S

T A

10 40

Feet

N

SIGNAGE

REMOVE EXISTING

RANGE ROAD 212

£ SURVEY

DEMOLITION PLAN

C-103 7 21

EXIST. CLAY MATERIAL

REMOVE AND DISPOSE OF

STA. 196+62

START CLAY REMOVAL

LEGEND:

= STANDARD CLEARING AND GRUBBING

= DEMOLITION

200 201

PI STA. 201+04.22

202 203 204

0 4

1 4

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

204 205 206

M A

T C

H L I N

E

S

T A

M A

T C

H L I N

E

S

T A

M A

T C

H L I N

E

S

T A

10 40

Feet

10 40

Feet

N

N

SIGNAGE

REMOVE EXISTING

RANGE ROAD 212

RANGE ROAD 212

£ SURVEY

£ SURVEY

DEMOLITION PLAN

218C-104

FROM WATERING CREEK.

NOTE: CONTRACTOR SHALL REMOVE EXISTING WOOD PILINGS

EXIST. CLAY MATERIAL

REMOVE AND DISPOSE OF

STA. 199+86.70

END CLAY REMOVAL

STA. 200+10.40

BEGIN CLAY REMOVAL

REMOVE EXIST. BRIDGE

STA. 204+58

END CLAY REMOVAL

LEGEND:

= STANDARD CLEARING AND GRUBBING

= DEMOLITION

FROM WATERING CREEK.

NOTE: CONTRACTOR SHALL REMOVE EXISTING WOOD PILINGS

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

PI STA. 196+64.32

PI STA. 197+59.18

PC STA. 197+85.88

PT STA. 198+88.61

198+80.10

PI STA.

198+86.61 AH

198+88.61 BK =

EQUATION:

P I

POT STA. 196+40.00

M A

T C

H L I N

E

S

T A

10 40

Feet

N

RANGE ROAD 212

£ SURVEY

STA. 197+64.00

ROADWAY IMPROVEMENTS

BEGIN PAVED

ASPHALT

CONST MISC.

ASPHALT

CONST MISC.

(TO REMAIN)

EXISTING CLAY

PLAN SHEET

ITEM DESCRIPTION NORTHING EASTING

BM #1 SET 60D NAIL IN 18" PINE TREE 569114.43 1409170.53

BM #2 SET 60D NAIL IN 10" OAK TREE 569405.80 1409280.10

B R

ID

G E

O N

E L

A N

E

STA. 198+81

36" X 36"

W5-03

C-105 9 21

WETLAND

WETLAND

STATION

TREE LINE

198+57.92

201+66.69

VERTICAL CONTROL POINTS (NAVD 1988)

ELEVATION

46.51

40.48

15.26' LT

19.27' RT

OFFSET

LIMITS OF CONSTRUCTION

STA. 197+74.63

BEGIN GUARDRAIL

END ANCHORAGE

CONST FLARED

10.00' RT

197+85.88

300' R

280' R

STA. 197+77.27

BEGIN GUARDRAIL

8.00' LT

197+85.88

END ANCHORAGE

CONST FLARED

STA. 197+64.00, 10.00' LT

BEGIN MISC ASPHALT

BEGIN SHLDR. GUTTER

STA. 197+64.00, 10.00' RT.

BEGIN MISC ASPHALT

BEGIN SHLDR. GUTTER

STA. 198+69.75, 10.00' LT

BEGIN TAPER

STA. 198+69.75, 10.00' RT

BEGIN TAPER

£ CONSTRUCTION

£ SURVEY /

£ SURVEY

£ CONSTRUCTION

STATIONING IS BASED ON £ CONSTRUCTION

NOTE:

STATIONING IS BASED ON £ CONSTRUCTION

NOTE:

STA. 196+62

MATCH EXISTING

BEGIN ROADWAY IMPROVEMENTS

0.016 AC

WETLAND IMPACT

LIMITS OF CONSTRUCTION

IMPROVEMENTS

ROADWAY ALIGNMENT AND

CLAY ROADWAY TO MEET NEW

FILL/GRADE/COMPACT EXIST.

LEGEND:

= PROPOSED ASHPHALT PAVEMENT

= WETLAND IMPACT (TOTAL IMPACT AREA 0.15 ACRES)

= PROPOSED CLAY ROAD IMPROVEMENTS

200 201

PI STA. 201+04.22

202 203 204

0 4

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

204 205 206

M A

T C

H L I N

E

S

T A

M A

T C

H L I N

E

S

T A

M A

T C

H L I N

E

S

T A

10 40

Feet

10 40

Feet

N

N

RANGE ROAD 212

RANGE ROAD 212

CREEK

W A T E

R

IN

G

STA. 199+77.75

BEGIN BRIDGE

STA. 200+17.75

END BRIDGE

STA. 200+47.75

END APPROACH SLAB

STA. 199+47.75

BEGIN APPROACH SLAB

ASSEMEBLY

ANCHORAGE

CONST BRIDGE

ASSEMEBLY

ANCHORAGE

CONST BRIDGE

10' 12'

PLAN SHEET

STA. 202+38.00

ROADWAY IMPROVEMENTS

END PAVED

B R

ID

G E

O N

E L

A N

E

STA. 201+15

36" X 36"

W5-03

C-106 10 21

WETLAND

END ANCHORAGE

CONST FLARED

END ANCHORAGE

CONST FLARED

LIMITS OF CONSTRUCTION

STA. 199+44.75

12" X 36"

OM-3L

STA. 199+44.75

12" X 36"

OM-3R

STA. 200+50.75

12" X 36"

OM-3R

STA. 200+50.75

12" X 36"

OM-3L

STA. 199+61.38

END GUARDRAIL

STA. 202+27.63

END GUARDRAIL

STA. 202+27.88

END GUARDRAIL

STA. 202+38.00, 10.00' RT

END MISC ASPHALT

END SHLDR. GUTTER

ASPHALT

CONST MISC

ASPHALT

CONST MISC

LIMITS OF CONSTRUCTION

2' R (TYP.)1' R (TYP.)

1' 1'3'

VARIES

1'

2'

FDOT STD. INDEX 300

SHOULDER GUTTER

FOR ROAD & BRIDGE CONSTRUCTION

530 OF FDOT STD. SPECIFICATIONS

FABRIC TO COMPLY W/ SECTION

RUBBLE W/ GEOTEXTILE

A A

1' 1'3'

2'-6"

6"

6"

4"

SECTION A-A

TYPICAL FLUME DETAIL

+57.75

11'

4'-8"

SEE DETAIL

CONST. FLUME

SEE DETAIL

CONST. FLUME

(BRIDGE NO. 12241)

CONCRETE BRIDGE

PROPOSED SINGLE PRE-CAST

SEE DETAIL

CONST. FLUME

SEE DETAIL

CONST. FLUME

EDGE OF PAVEMENT

STA. 200+34.13

BEGIN GUARDRAIL

STA. 201+27.83, 10.00' LT

END TAPER

STA. 201+27.67, 10.00' RT

END TAPER

STA. 202+38.00, 10.00' LT

END MISC ASPHALT

END SHLDR. GUTTER

£ CONSTRUCTION

£ SURVEY /

STATIONING IS BASED ON £ CONSTRUCTION

NOTE:

£ CONSTRUCTION

£ SURVEY /

+47.75

STA. 204+58

MATCH EXISTING

END ROADWAY IMPROVEMENTS

0.030 AC

WETLAND IMPACT

0.130 AC

WETLAND IMPACT

LEGEND:

= PROPOSED ASHPHALT PAVEMENT

= PROPOSED CLAY ROAD IMPROVEMENTS

= WETLAND IMPACT (TOTAL IMPACT AREA 0.15 ACRES)

IMPROVEMENTS

CLAY ROADWAY

IMPROVEMENTS

ROADWAY ALIGNMENT AND

CLAY ROADWAY TO MEET NEW

FILL/GRADE/COMPACT EXIST.

IMPROVEMENTS

CLAY ROADWAY

= SINGLE PRE-CAST CONCRETE BRIDGE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

43.5

43.1

42.3

41.5

42.9

43.3

65.0

65.3

64.3 65.1

62.8

63.5

65.0 66.0

66.3

65.5

65.7

64.8

62.1

61.3

63.0

64.5

62.1

63.0

61.8

61.9

61.9

64.5

57.8

57.9

57.6

58.3

55.8

56.1

56.1

62.4

59.6

59.8

56.3

54.8

55.0

54.7

53.3

52.5

52.7

52.0

51.5 50.2

50.3

51.4

50.5

50.3

51.3

51.7

50.9

50.7

48.3

49.1

48.5 48.5

49.2

49.0

48.4

46.4

44.5

42.2

42.3 41.5

45.1

44.1

44.2

44.4

44.6

45.5

45.1

44.9 45.9

45.9

45.5 45.0

45.3

44.8

43.4

42.3

43.4

40.3 42.6

40.0

40.8

41.5

44.0

43.1

42.9

42.4

41.8

45.6

45.9

45.7

43.7

43.8

43.7 42.5

42.6

42.6

60.9

59.6 58.2

56.4

60.7

60.4

61.3 57.9

71.5

70.2

57.0

56.2

53.7

52.2

55.0

55.2 55.2

53.5

55.3

53.7

52.6

52.6

50.6

47.4

51.0

46.4

46.4

45.3

50.6

50.9

50.3

47.6

46.9

43.9

43.9

46.6

46.7

45.2

46.5

43.8

40.7

44.1

44.3

41.2

39.7 37.7

32.0

33.1

36.3

39.1 37.3

38.8

37.2

39.8

42.8

S

IG

N

PI STA. 196+64.32

PI STA. 197+59.18

PC STA. 197+85.88

PT STA. 198+88.61

198+80.10

PI STA.

198+86.61 AH

198+88.61 BK =

EQUATION:

P I

POT STA. 196+40.00

M A

T C

H L I N

E

S

T A

10 40

Feet

N

RANGE ROAD 212

£ SURVEY

(TO REMAIN)

EXISTING CLAY

EROSION CONTROL PLALN

(PER FDOT SPECIFICATION 104)

SEDIMENT BARRIER

(PER FDOT SPECIFICATION 104)

FLOATING TURBIDITY BARRIER

C-107 11 21

198+80.10

PI STA.

PI STA. 197+59.18

PI STA. 196+64.32

STA. 196+60.00

BEGIN SEDIMENT BARRIER

LEGEND:

PROPOSED ASHPHALT PAVEMENT

WETLAND IMPACT (TOTAL IMPACT AREA 0.15 ACRES)

PROPOSED CLAY ROAD IMPROVEMENTS

LIMITS OF CONSTRUCTION

STA. 196+64.32, RT

BEGIN SEDIMENT BARRIER

39.9

40.540.1

38.2

38.9

38.7

39.6

39.1

38.8

38.9

39.0

40.5

39.2

39.8

41.5

38.0

40.0

40.7

40.3

38.5

41.3

40.8

40.5

41.2

41.2

41.2 40.4

40.3

40.4

39.8

39.8

39.4

39.7

39.5

39.2

39.2

39.2

39.6

39.7

39.7

40.6

40.9

40.8 42.9

43.1

43.0

45.6

45.6

45.4 48.2

48.6

48.8

35.4

39.2

38.2

39.2 38.5

38.7

38.4

39.4

37.4

32.8

33.0

33.2

35.5

35.3

37.132.6

33.032.9

32.0

36.0

30.8

32.9 33.0

30.7 39.5

35.7

35.7

36.5

38.7

36.7

36.8

38.7

37.0

36.5

39.0

36.0

39.9

37.0

38.0

37.9

37.0

36.8

40.6

40.7

39.5

38.5

39.3

41.2

41.3

42.7

43.8

46.2

46.4

47.1 47.0

43.7

44.5

44.9

48.6

49.2

49.7

54.0

51.8

40.4

38.1

37.1

33.8

39.5

33.631.5

36.7

33.3

36.5

33.3

35.3

32.7

33.9 34.1

37.1

32.9 36.0

32.2

36.7

37.2

31.039.9

39.7

38.8

37.9

39.0

36.8

36.7

34.1

37.1

36.0

34.1

37.1

35.0

34.6

36.1

35.9

36.7

38.6

39.5

40.1

37.8

36.2

35.1 35.7

36.2 36.5

35.6

36.4

36.7

41.7

38.7

36.9 35.435.436.9

36.8

36.2

36.8

37.2 36.3

35.937.1

42.9

38.8

37.4

39.2

39.0

43.9

44.444.2

40.8

38.7

38.4

41.2

40.2

45.3

46.9

47.1

47.8

48.9

48.2 50.2

47.1

49.6

51.3

200 201

PI STA. 201+04.22

202 203 204

0 4

1 4

96 ABW/CE, OFFICE FORM 002, JAN 1994

TITLE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

51.3

51.7

51.7 55.3

55.6

55.2

59.2

59.7

59.0

54.0

57.3

58.7

53.5

54.3

55.0 57.5

55.7

55.6

57.4

56.5

55.4

51.3

54.0

53.2

53.355.0

56.7 57.3

56.6 59.1 59.1

60.3

58.9

57.0

56.0 56.5

58.2

204 205 206

M A

T C

H L I N

E

S

T A

M A

T C

H L I N

E

S

T A

M A

T C

H L I N

E

S

T A

10 40

Feet

10 40

Feet

N

N

RANGE ROAD 212

£ SURVEY

£ SURVEY

CRE

E

K

W A T E

R

IN

G

(TO REMAIN)

EXISTING CLAY

(TO REMAIN)

EXISTING CLAY

EROSION CONTROL PLALN

£ SURVEY

RANGE ROAD 212

(PER FDOT SPECIFICATION 104)

SEDIMENT BARRIER

(PER FDOT SPECIFICATION 104)

FLOATING TURBIDITY BARRIER

12 21C-108

LEGEND:

STA. 204+58

END SEDIMENT BARRIER

PROPOSED ASHPHALT PAVEMENT

WETLAND IMPACT (TOTAL IMPACT AREA 0.15 ACRES)

PROPOSED CLAY ROAD IMPROVEMENTS

TURBIDITY BARRIER

SEDIMENT BARRIER

SEDIMENT BARRIER

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

EXISTING GRADE

25 YR = EL. 40.9

STA. 199+77.75

BEGIN BRIDGE

STA. 200+17.75

END BRIDGE

EL. 53.02

STA. 196+62.00

MATCH EXISTING

BEGIN ROADWAY IMPROVEMENTS

.0

P I

.0

E L

.7

(-) 4.723% (-) 0.306%

216' V.C.

K = 49

E Q

U A

T I O

N

B K

.6

A H

.6

.7

E

L

.8

.2

.3

.6

.9

.3

.8

.3

.0

.7

.5

P I

.7

E L

.2

(-) 0.300% (-) 0.300%

P I

.7

E L

.9

(-) 0.300% (+) 0.300%

.2

E

L

.4

.5

E

L

.2

.3

.4

.6

.9

.3

L O

W

P

O I N

T

.7

265' V.C.

K = 49

EL. 55.31

STA. 204+58.00

MATCH EXISTING

END ROADWAY IMPROVEMENTS

P I

.0

E L

.6

(+) 0.305% 5.

3%

265' V.C.

K = 49

.3

.7

.2

.9

.6

.3

.2

.1

.1

E L

.2

.5

PROFILE

A

T C

H

L I N

E

C-201

197+00 198+00 198+88

199+98

200+98 201+98

42 202+98 203+98 204+98

M A

T C

H

L I N

13 21

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

50.95 999999

352999122999152999

0.02 6:1

0.06 0.026:1 0.06

P G

L

E

L

1.

1.64'

£ OF SURVEY

47.83 999999

352999122999152999

0.02 0.06

6:1

P G

L

E

L

.2

0.02 0.06 6:1

1.42'

£ OF SURVEY

45.93

999999

352999122999152999

P G

L

E

L

.8

0.020.02

:1

:1

3.89'

£ OF SURVEY

44.01

999999351 352999122999152999501 502

0.02

:1

0.02

:1

P G

L

E

L

.8

4.24'

£ OF SURVEY

41.98

999999

352999122999152999

P G

L

E

L

.4

0.02

:1

0.02

:1

W E

T L

A N

D

W E

T L

A N

D

IMPACT

WETLAND

1" = 10' Vertical

96 CEG/CEP

C-301

1" = 20' Horizontal

00 2020 404060

197+50.00

00 2020 404060

Regular Exc. Embankment

AV VA

Regular Exc. Embankment

VAVA

25.6

0.0

0.5

0.0

0.0 23.2

24 22

0.0 83.1

0 70

0.0

0 248

0 322

18 1

174.1

42 198+50.00

STA. 196+62

BEGIN ROADWAY IMPROVEMENTS

197+00.00

198+00.00

199+00.00

198+86.61 AH

198+88.61 BK =

STATION EQUATION:

£ SURVEY

£ CONSTRUCTION /£ CONSTRUCTION

£ CONSTRUCTION

£ CONSTRUCTION

CROSS SECTIONS

0.0 52.4

0 125

STA. 197+64

BEGIN PAVED ROADWAY IMPROVEMENTS

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

40.59

999999

352999122999152999

0.02

P G

L

E

L

.2

0.02

:1

:1

W E

T L

A N

D

W E

T L

A N

D

IMPACT

WETLAND

31.80

0.020.02

P G

L

E

L

.1

39.40

999999

352999122999152999

P G

L

E

L

.9

0.02

:1

0.02

:1

W E

T L

A N

D

W E

T L

A N

DIMPACT

WETLAND

IMPACT

WETLAND

39.19

999999

352999122999152999

P G

L

E

L

.0

0.02

:1

0.02

:1

W E

T L

A N

D

W E

T L

A N

D

IMPACT

WETLAND

IMPACT

WETLAND

1" = 10' Vertical

1" = 20' Horizontal

STA. 199+47.75

BEGIN APPROACH SLAB

C-302

00 2020 404060

00 2020 404060

A

Regular Exc. Embankment

AV V

Regular Exc.

A VA

Embankment

0.0 173.2

0.0

STA. 200+17.75

END BRIDGE NO. 606082

STA. 200+47.75

END APPROACH SLAB

0.0

34 199+50.00

200+00.00

36 200+50.00

201+00.00

£ SURVEY

£ CONSTRUCTION /

£ SURVEY

£ CONSTRUCTION /

£ SURVEY

£ CONSTRUCTION /

CROSS SECTIONS

267.9

0 71

318.0

STA. 199+77.75

BEGIN BRIDGE NO. 12241

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

39.74

999999

352999122999152999

P G

L

E

L

.2

0.02

:1

0.02

:1

W E

T L

A N

D

W E

T L

A N

D

IMPACT

WETLAND

IMPACT

WETLAND

40.77

999999

352999122999152999

P G

L

E

L

.4

0.02

:1

0.02

:1

W E

T L

A N

D

W E

T L

A N

D

IMPACT

WETLAND

IMPACT

WETLAND

42.72

999999351 352999122999152999501 502

0.02 0.06

4:

P G

L

E

L

.1

0.02 0.06

:1

:1

4:1

45.33 999999

352999122999152999

0.02 0.06

4:

0.02 0.06 4:1

P G

L

E

L

.2

:1

47.88 999999

352999122999152999

0.02 0.02 0.06

P G

L

E

L

.9

4:1

:1

0.06

4:

1" = 10' Vertical

1" = 20' Horizontal

C-303

00 2020 404060

00 2020 404060

A

Regular Exc. Embankment

AV V

Embankment

V

Regular Exc.

A V A

0.0 335.9

0 595

0.0

0.0

16 21

201+50.00

202+00.00

36 202+50.00

203+00.00

42 203+50.00

£ SURVEY

£ CONSTRUCTION /

£ SURVEY

£ CONSTRUCTION /

£ SURVEY

£ CONSTRUCTION /

CROSS SECTIONS

0.0 307.1

0.0 195.3

0 258

83.8

51.3

STA. 202+38

END PAVED ROADWAY IMPROVEMENTS

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

50.70

999999

352999122999152999

0.02 0.02 0.06

P G

L

E

L

.1

4:1 0.06

4:

54.85

999999

352999122999152999

P G

L

E

L

.8

1" = 10' Vertical

1" = 20' Horizontal

C-304

0 12000 2020 404060

Regular Exc. Embankment

AV V

EmbankmentRegular Exc.

VAA V

0.6 13.1

17 21

204+00.00

204+50.00

STA. 204+58

END ROADWAY IMPROVEMENTS

£ SURVEY

£ CONSTRUCTION /

£ SURVEY

£ CONSTRUCTION /

£ SURVEY

£ CONSTRUCTION /

CROSS SECTIONS

24.0 0.0

0.0 0.0

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

TYPICAL SECTION

NEW CONSTRUCTION

ASPHALT

MISCELLANEOUS

CONST.

3'

Ground

Natural

ASPHALT

MISCELLANEOUS

CONST.

0.02 0.060.02

SOD

SECTIONS

SEE CROSS

VARIES

SECTIONS

SEE CROSS

2:1 TO 4:1

VARIES

TYPE SP-12.5 STRUCTURAL COURSE (TRAFFIC C) (2.5")

OPTIONAL BASE GROUP 9 WITH

(FDOT SPEC 334)

ASPHALT

2.5" TYPE SP

(FDOT SPEC 160)

LBR 40

STABILIZATION

TYPE B

(FDOT SPEC 300)

PRIMECOAT

(FDOT SPEC 204)

BASE

AGGREGRATED

12" GRADED

INDEX 400)

(PER FDOT STD

CONST GUARDRAIL

N.T.S.

TYPICAL SECTION - RANGE ROAD 212

LEVEL

1' SOD

STD. CLEARING & GRUBBING

C-401

(6'-10')

VARIES

INDEX 300)

(PER FDOT STD.

SHOULDER GUTTER

CONST.

6.5'

LEVEL

1' SOD

6.5'

3'SOD

SECTIONS

SEE CROSS

VARIES

SECTIONS

SEE CROSS

2:1 TO 4:1

VARIES

INDEX 400)

(PER FDOT STD

CONST GUARDRAIL

Ground

Natural

0.06

STD. CLEARING & GRUBBING

INDEX 300)

(PER FDOT STD.

SHOULDER GUTTER

CONST.

18 21

£ CONSTRUCTION£ SURVEY

(6'-10')

VARIES

VARIES (0'-8.8')

36 HOURS AFTER HARVESTING.

OR GREATER THAN 90 DEGREES. SOD SHALL BE PLACED A MAXIMUM OF

WHEN GROUND IS FROZEN, MUDDY OR TEMPERATURES ARE BELOW 32 DEGREES

AND DISEASE. PREPARE SOIL AS REQUIRED BY NURSERY. DO NOT PLANT

CERTIFIED. SOD SHALL BE GENETICALLY PURE, FREE OF WEEDS, PESTS

SOD SHALL BE ARGENTINA BAHIA AND SHALL BE NURSERY GROWN AND

SOD ALL DISTURBED AREA AND STAKE SOD ON SLOPES GREATER THAN 3:1.

MARKERS IN GUARDRAIL

ADD RURAL REFLECTIVE

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

SOIL BORING LOG

C-402 19 21

11-10-14

N

B-3

25 49

30 44

35 50

40 48

45 43

50 42

11-10-14

N

B-4

25 43

30 44

35 53

40 52

45 38

50 40

LIMESTONE/CRUSHED GRAVEL (4")

ORANGE MEDIUM DENSE SILTY SAND (4) (SM)ORANGE/RED MEDIUM DENSE SILTY FINE SAND (SM)

TAN/ORANGE MEDIUM DENSE SLIGHTLY SILTY FINE SAND (SM/SP)

TAN/BROWN LAYERED MEDIUM DENSE SILTY SAND (SM)

TAN/ORANGE LOOSE SLIGHTLY SILTY FINE SAND (SP/SM)

LIGHT TAN VERY LOOSE SLIGHTLY SILTY SAND (SM/SP)

DARK BROWN SOFT FINE SANDY ORGANIC SILT (OL)

ORGANIC SILT AND TRACE ROOTS (SP+OL)

WHITE VERY LOOSE SAND WITH SEAMS OF BROWN

DARK BROWN MEDIUM DENSE SILTY STAINED FINE SAND (SM)

BROWN SILT (SP)

WHITE MEDIUM DENSE SAND WITH THIN SEAMS OF DARK

GRAY DENSE SILTY VERY FINE SAND WITH TRACE MICA (SM)

TRACE MICA (SM)

GRAY MEDIUM DENSE TO DENSE SILTY VERY FINE SAND WITH

VERY FINE SAND WITH TRACE MICA AND WITH TRACE CLAY (SM)

LIGHT GRAY/GREEN WITH SEAMS OF WHITE MEDIUM DENSE VERY SILTY

TRACE CLAY (SM)

ORANGE/RED MEDIUM DENSE SILTY SAND WITH

TAN MEDIUM DENSE FINE SAND (SP)

TAN/GRAY LOOSE SAND (SP)

DARK BROWN SOFT ORGANIC SILT (OL)

SAND AND SEAMS OF WOOD AND ORGANICS (SP)

WHITE LOOSE SAND WITH LAYERS OF DARK BROWN

SAND (SP)

PARTINGS OF BLACK SILT AND SEAMS OF DARK BROWN SILTY

WHITE VERY LOOSE SAND WITH ROUNDED FINE GRAVEL AND

WHITE/ORANGE CLAYEY SILT (ML)

SAND WITH TRACE MICA AND TRACE CLAY (SM)

DARK GRAY/GREEN MEDIUM DENSE TO DENSE SILTY VERY FINE

SILTY VERY FINE SAND WITH TRACE MICA (SM)

DARK GRAY/GREEN DENSE TO VERY DENSE VERY

SAND WITH TRACE MICA (SM)

GRAY VERY DENSE TO DENSE VERY SILTY VERY FINE

20E L E

V A

T

IO

N

F

T

5 5

0 0

E L E

V A

T

IO

N

F

T

-5 -5

-10 -10

-15 -15

-200=14.4

=31.3w

=56.4w

-200=12.4

=30.0w

=36.1w

-200=16.6

=80.6w

-200=1.1

=36.7w

NORTH SIDE SOUTH SIDE

50 50

-200=28.9

-200=4.9

SILTY SAND

SAND

SILTY SAND

SLIGHTLY

SILT

CLAYEY SANDCLAY

PEAT GRAVEL

4) BOUNDARIES BETWEEN SOIL LAYERS SHOULD BE CONSIDERED

5) DEPTH OF BORING IS BELOW EXISTING GRADE AT TIME OF DRILLING

APPROXIMATE AS THE ACTUAL TRANSITION MAY BE GRADUAL

UNLESS ACCOMPANIED BY LABORATORY TEST RESULTS

NOTES:

3)

GREATER THAN 32

SPT BLOWS/FOOT (N)

GREATER THAN 50

SPT BLOWS/FOOT (N)

HARD

VERY DENSE

RELATIVE DENSITY

VERY SOFT

MEDIUM STIFF

VERY STIFF

STIFF

SOFT

17-32

9-16

3-4

5-8

SILTS AND CLAY

0-2

MEDIUM DENSE

DENSE

LOOSE

RELATIVE DENSITY

VERY LOOSE

5-10

11-30

31-50

0-4

GRANULAR MATERIALS

1) SPT BORINGS PERFORMED IN GENERAL ACCORDANCE WITH

ASTM D-1586

SUBSURFACE CONDITIONS ARE AT BORING LOCATIONS AND ACTUAL

CONDITIONS BETWEEN BORINGS MAY VARY

2)

ALL CLASSIFICATIONS ARE BASED ON VISUAL EXAMINATION

SPLIT SPOON SAMPLER ADVANCED UNDER HW =

FINES PASSING #200 SIEVE (%)

LL=LIQUID LIMIT, PL=PLASTIC LIMIT

ATTERBERG LIMITS (%)

ENCOUNTERED PERCHED WATER LEVEL

ENCOUNTERED GROUNDWATER LEVEL

NATURAL MOISTURE CONTENT (%)

STANDARD PENETRATION RESISTANCE IN BLOWS PER FOOT

NUMBER OF BLOWS REQUIRED (50)

SAMPLER A SPECIFIC DISTANCE (2) INCHES

-200 =

LL =

50/2"

W =

SPOON

N

HAMMER WEIGHT OF ROD AND

TO ADVANCE SPLIT

GROUNDWATER NOT ENCOUNTERED AT TIME OF DRILLING GNE

PENETROMETER READINGS

APPROXIMATE COHESION VALUE (PSF) BASED ON POCKET c =

LI = LIQUIDITY INDEX

= g d

DRY UNIT WEIGHT (pcf)

K = SATURATED VERTICAL HYDRAULIC CONDUCTIVITY (FT/DAY)v

SHELBY TUBE SAMPLE

HAND AUGER HA =

= g

=f ESTIMATED ANGLE OF INTERNAL FRICTION (DEGREES)

ESTIMATED MOIST UNIT WEIGHT (PCF)

DATEREVISION APPR'DBY

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

CEP

SIGNATURE

APPROVED

DATE

PROJ. ARCH.

DRAWN BY

INDEX NO.

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

96 CEG/CEP

BASE CIVIL ENGINEER

APPROVED

APPROVED DATE

SCALE

CONTENTS

SHEET OF

-- FTFA 08-1140 --

N a p o li t a n

J e

U

C

IV

IL

D E

S

IG

N

D R

A W

IN

G

M O

D E

L

F

IL

E S

C

B S

B R

D R .D

W G

LATEST DATE HEREON ©

Stantec Consulting Services Inc.

27013

CERTIFICATE OF AUTHORIZATION

FL ENGINEERING LICENSE NO.

BRIDGE REPLACMENT

WATERING CREEK

RANGE ROAD 212

AS NOTED

100% SUBMITTAL

www.stantec.com

FAX: (850) 878-5941

PHONE: (850) 878-5001

TALLAHASSEE, FLORIDA 32312

1441 MACCLAY COMMERCE DRIVE, SUITE 101

CHRIS E. BROCKMEIER

56859 01-28-2015

SITE DESCRIPTION

PROJECT NAME AND LOCATION:

OWNER NAME AND ADDRESS:

DESCRIPTION:

SOIL DISTURBING ACTIVITIES WILL…