Pine_Forest_Drop_Structure_Plans_-_Released_for_Bid_-_update.pdf

PINE FOREST/

PLANS PREPARED BY:

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ABOVE

PRINTED COPIES OF THIS DOCUMENT ARE NOT

CONSIDERED SIGNED AND SEALED AND THE SIGNATURE

MUST BE VERIFIED ON ANY ELECTRONIC COPIES.

BID SET

6/13/2025

5/9/2025

RELEASED FOR BID

NOT FOR CONSTRUCTION

GENERAL NOTES:

UTILITY NOTES:

1. THE LOCATION SHOWN FOR EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES

BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE COMPLETELY RESPONSIBLE FOR ALL DAMAGES WHICH MIGHT OCCUR BY HIS FAILURE TO

EXACTLY LOCATE AND PRESERVE ALL UTILITIES.

2. UTILITY OWNERS SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION SO THAT THE UTILITY OWNER CAN SPOT VERIFY AND/OR EXPOSE THEIR UTILITIES.

KNOWN UTILITIES OWNERS INCLUDE:

SEWER/WATER - EMERALD COAST UTILITY AUTHORITY ELECTRIC - GULF POWER

JACOB KEARLEY CHAD SWAILS

P.O. BOX 15311 5120 DOGWOOD DRIVE

PENSACOLA, FL. 32514 MILTON, FL. 32570

PH: (850) 969-5823 CELL: (850) 698-4766 PH: (850) 429-2446 CELL:(850) 723-7852

NATURAL GAS - PENSACOLA ENERGY CABLE - COX CABLE

DIANE MOORE TROY YOUNG

1625 ATWOOD DRIVE 2421 EXECUTIVE PLAZA

PENSACOLA, FL. 32514 PENSACOLA, FL. 32504

PH: (850) 474-5319 CELL: (850) 324-8004 PH: (850) 857-4510 CELL: (850) 232-5044

TELEPHONE - AT&T FLORIDA SUNSHINE STATE ONE-CALL

TIM EDGAR 7200 LAKE ELLENOR DRIVE, SUITE 200

605 WEST GARDEN STREET ORLANDO, FL. 32809 PH: (800) 432-4770

PENSACOLA, FL. 32501

PH: (850)436-1483 CELL: (850) 293-3780

TRAFFIC DEPARTMENT - ESCAMBIA COUNTY PUBLIC WORKS

3363 WEST PARK PLACE

PENSACOLA, FL. 32505 PH:(850) 595-3404

3. AT&T FLORIDA WILL COMPLETE ALL WORK DURING THE HOURS OF 7:30 AM - 4:30 PM, MONDAY THRU FRIDAY. NO NIGHT OR WEEKEND WORK.

4. ALL CABLE DAMAGE MUST BE REPORTED TO THE ATT FLORIDA REPAIR SERVICE DEPARTMENT AT 611 FROM A LAND LINE OR 877-737-2478 IF USING A CELL PHONE.

5. CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES.

6. UTILITIES TO REMAIN AND BE PROTECTED DURING CONSTRUCTION. NECESSARY REPAIRS SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS AND SHALL BE TO THE

SATISFACTION OF UTILITY OWNERS.

7. ADEQUATE PROVISIONS SHALL BE MADE FOR THE FLOW OF SEWERS, DRAINS, WATER COURSES AND OTHER UTILITIES ENCOUNTERED DURING CONSTRUCTION.

8. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS SHOWN AND NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS(SHOWN AND UN-SHOWN) DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT PROTECTION FOR ALL UTILITIES TO REMAIN. THE CONTRACTOR SHALL SUPPORT ALL EXISTING UTILITIES AS REQUIRED FOR THE INSTALLATION OF THE PROPOSED IMPROVEMENTS. ALL COSTS ASSOCIATED WITH PROTECTING, SUPPORTING, REPAIRING, AND OTHER ACTIVITIES RESULTING FROM CONTRACTOR DAMAGE TO THE UTILITIES OR PROTECTION OF THE UTILITIES SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO ADDITIONAL COST TO THE COUNTY.

DEWATERING NOTES:

1. ALL DEWATERING COSTS ASSOCIATED WITH THE PERMITTING, INSTALLATION, MAINTENANCE AND CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE INCLUDED AS

PART OF THE CONSTRUCTION BID COSTS. THE CONTRACTOR SHALL SUBMIT FOR WATER USE PERMITS, IF REQUIRED FOR DEWATERING ACTIVITIES.

2. A DEWATERING PLAN HAS BEEN PROVIDED, BUT PRIOR TO START OF ANY CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL PROVIDE A DEWATERING AND EROSION

CONTROL PLAN TO ENGINEER OF RECORD AND COUNTY PROJECT MANAGER FOR APPROVAL.

GENERAL NOTES CONT.:

32. DAMAGE TO ANY EXISTING ROADS DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR PRIOR TO FINAL "AS-BUILT" SIGN-OFF FROM THE COUNTY AT NO

ADDITIONAL COST TO THE COUNTY.

33. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDER, SHIPMENT, OR INSTALLATION.

34. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW "AS-BUILT" CONDITIONS OR ALL WORK. RECORD DRAWINGS SHALL BE

PROVIDED TO THE ENGINEER PRIOR TO REQUESTING A FINAL INSPECTION.

35. THE CONTRACTOR SHALL SCHEDULE WITH THE COUNTY A FINAL INSPECTION UPON COMPLETION OF ALL WORK AND ANY INTERMEDIATE INSPECTIONS AT 850-595-3472.

AS-BUILT CERTIFICATION IS REQUIRED PRIOR TO REQUEST FOR FINAL INSPECTION.

36. ALL ASPECTS OF STORMWATER/DRAINAGE AND/OR TRANSPORTATION COMPONENTS SHALL BE COMPLETED PRIOR TO REQUESTING A FINAL INSPECTION.

37. NO DEVIATIONS OR REVISION FROM THE PLANS BY THE CONTRACTOR SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM BOTH THE ENGINEER OR RECORD AND ESCAMBIA COUNTY. ANY DEVIATION MAY RESULT IN DELAYS IN THE COUNTY'S ACCEPTANCE OF IMPROVEMENTS.

1. THE CONTRACTORS SHALL NOTIFY THE COUNTY DESIGN ENGINEER OR DESIGNEE 48 HOURS PRIOR TO CONSTRUCTION.

2. ALL CONDITIONS AND STIPULATIONS OF THE CONSTRUCTION PERMITS AND THE APPROVALS ISSUED BY THE ESCAMBIA COUNTY ENGINEER SHALL BE COMPLIED WITH

IN EVERY DETAIL.

3. ALL ROADS, SIDEWALKS, AND UTILITIES DAMAGED BY CONSTRUCTION OPERATIONS ARE TO BE PATCHED OR RECONSTRUCTED AS DIRECTED BY THE COUNTY ENGINEER OR

DESIGNEE.

4. THE CONTRACTOR SHALL TAKE STEPS NECESSARY TO PREVENT EROSION AND ANY OFF SITE SEDIMENT TRANSPORT RESULTING FROM INCREASED RUNOFF DURING CONSTRUCTION BY PROVIDING SILT FENCE AND/OR STAKED HAY BALES AS REQUIRED BY FDOT INDEX 102, THE FLORIDA STORMWATER, EROSION, AND SEDIMENT CONTROL INSPECTOR'S MANUAL, 2000 EDITION, OR AS INDICATED ON THE PLANS. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL ASSOCIATED DISTURBED AREAS ARE STABILIZED AS TO REDUCE SEDIMENT RUNOFF, UNLESS OTHERWISE DIRECTED BY THE ENGINEER OR DESIGNEE.

5. ANY NECESSARY PERMITS, NOT PROVIDED, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. ESCAMBIA COUNTY OR ITS DESIGNEE WILL ASSIST CONTRACTOR WITH

REQUIRED

PERMITS.

6. THE CONTRACTOR IS CAUTIONED TO VISIT THE SITE AND FAMILIARIZE HIMSELF WITH THE PROJECT PRIOR TO BIDDING AND/OR CONSTRUCTION.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PRESERVE OR RELOCATE ALL BENCHMARKS (VERTICAL CONTROL) AS NEEDED DURING CONSTRUCTION. ALL PUBLIC OR PRIVATE CORNER MONUMENTATION SHALL BE PROTECTED. IF A PUBLIC OR PRIVATE CORNER MONUMENTATION IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR DESIGNEE IMMEDIATELY. ANY ESCAMBIA COUNTY HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A HARN/GPS NETWORK MONUMENTS OR BUREAU OF SURVEY AND MAPPING GPS NETWORK MONUMENTS ARE DISTURBED OR DESTROYED THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF THE MONUMENTS AND HAVE THE MONUMENTS POSITION DETERMINED BY A FLORIDA LICENSED PROFESSIONAL SURVEYOR AND MAPPER USING GUIDELINES AS ESTABLISHED BY NATIONAL GEODETIC SURVEY FOR BLUE BOOKING AND APPROVAL.

8. EXISTING DRAINAGE FEATURES WITHIN CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED.

9. THE CONTRACTOR SHALL MATCH EXISTING CONDITIONS AT THE BEGINNING AND END OF CONSTRUCTION AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE.

10. ALL ROADWAY CONSTRUCTION SHALL COMPLY WITH THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

11. ALL MATERIALS, TESTING AND CONSTRUCTION METHODS SHALL CONFORM TO THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS, LATEST EDITION.

12. ANY REFERENCE TO FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION, DIVISION 1, GENERAL REQUIREMENTS AND COVENANTS, SHALL BE EXCLUDED AND NOT APPLICABLE TO ANY SPECIFICATION REFERRED HEREIN OR OTHERWISE LISTED IN THESE PLANS OR RELATED DOCUMENTS

OR THE ESCAMBIA COUNTY TECHNICAL SPECIFICATIONS.

13. EXISTING STREET AND ROAD NAME SIGNS ON THE PROJECT SHALL BE KEPT VISIBLE AT ALL TIMES FOR THE FACILITATION OF ACCESS BY EMERGENCY VEHICLES.

ALL OTHER EXISTING SIGNS THAT CONFLICT WITH CONSTRUCTION OPERATIONS SHALL BE TAKEN DOWN AND STOCKPILED WITHIN THE R/W LIMITS BY THE CONTRACTOR AS DIRECTED BY THE COUNTY ENGINEER OR DESIGNEE. ANY EXISTING SIGNS THAT ARE TO BE RELOCATED AND ARE DAMAGED BEYOND USE BY THE CONTRACTOR

SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE.

14. CONTRACTOR SHALL COMPLY WITH ALL F.D.E.P. AND ARMY CORP. OF ENGINEERS REQUIREMENTS.

15. ONLY ACCESS TO THE ROAD R/W AND DRAINAGE EASEMENT AS SHOWN IS GUARANTEED BY THE COUNTY. PRIVATE R/W REQUIRED BY THE CONTRACTOR TO FACILITATE CONSTRUCTION SHALL BE ACQUIRED BY THE CONTRACTOR WITH NO ADDITIONAL COMPENSATION OR ASSISTANCE FROM THE COUNTY.

16. IN THE EVENT THAT SURVEY MONUMENTATION OR REFERENCE POINTS ARE MISSING OR HAVE BEEN DESTROYED, PLEASE CONTACT:

ESCAMBIA COUNTY

3363 WEST PAKR PLACE

PENSACOLA, FL. 32505

PH(850)595-3427

17. VEGETATION ON R/W AND EASEMENTS SHALL BE RESTORED TO ORIGINAL CONDITION UNLESS OTHERWISE NOTED ON THE PLAN SHEETS. COST OF SAID RESTORATION

SHALL BE CONSIDERED INCIDENTAL TO OTHER PAY ITEMS.

18. ALL COMPACTED FILL SHALL BE PLACED IN 4" LIFTS FOR HAND POWERED TAMPERS AND 8" LIFTS FOR HEAVY EQUIPMENT OPERATED TAMPERS.

19. ALL CONTRACTORS, COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT. ANY SURVEYING MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR IN THE STATE OF FLORIDA.

20. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXISTING SITE CONDITIONS, INCLUDING SOIL CONDITIONS PRIOR TO BIDDING ON THE PROJECT. A COPY OF THE GEOTECHNICAL REPORT IS INCLUDED IN THE CONTRACT DOCUMENTS FOR THE CONTRACTORS REFERENCE.

21 THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE REQUIRED TESTING TO ENSURE THAT PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS OF TESTING AND RETESTING AS REQUIRED AND SHALL PROVIDE

THE COUNTY WITH COPIES OF CERTIFIED TESTING REPORTS.

22. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY. IT IS THE CONTRACTORS RESPONSIBILITY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE ANY REQUIRED ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF SAID UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON THE PLAN OR LOCATION BY THE UTILITY. ANY UTILITIES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL TO BROUGHT TO THE ATTENTION OF THE ENGINEER. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF ANY UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

23. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE COUNTY, ENGINEER OF RECORD, UTILITY COMPANIES AND CONTRACTOR PRIOR TO THE

COMMENCEMENT OF CONSTRUCTION.

24. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A UTILITY PERMIT FROM THE COUNTY ROAD DEPARTMENT PRIOR TO COMMENCING ANY WORK WITHIN THE R/W.

25. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE AT ALL TIMES.

26. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT NO CONSTRUCTION ACTIVITIES TAKE PLACE OUTSIDE OF THE EXISTING R/W OR EASEMENTS SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE AREAS THAT ARE DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER AS DIRECTED BY THE ENGINEER.

27. THE CONTRACTOR SHALL BE RESPONSIBLE TO SAFETY BARRICADE ALL EXCAVATIONS AND OTHER HAZARDS.

28. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONFLICTS BETWEEN THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS. THE DRAWINGS REPRESENT KNOWN STRUCTURES AND UTILITIES LOCATED WITHIN THE PROJECT AREA, THE CONTRACTOR IS CAUTIONED THAT OTHER STRUCTURES AND UTILITIES, ABOVE OR

BELOW GROUND, MAY BE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION.

29. ALL MATERIALS AND CONSTRUCTION TO BE IN ACCORDANCE WITH THE COUNTY'S LATEST CONSTRUCTION SPECIFICATIONS. ALL MATERIALS STORAGE AREAS SHALL BE

CLEARLY IDENTIFIED AND SECURED BY THE CONTRACTOR.

30. ALL TREES IN THE PROJECT AREA ARE TO REMAIN UNDAMAGED UNLESS OTHERWISE NOTED FOR REMOVAL.

31. THE CONTRACTOR IS TO REPLACE TO EXISTING CONDITION OR BETTER ANY FENCES, SPRINKLER SYSTEMS, TREES, SHRUBS, FLOWER BEDS, OR OTHER EXISTING

IMPROVEMENTS IMPACTED DURING CONSTRUCTION, WHETHER DEPICTED ON THE PLANS OR NOT.

38. IF ARCHAELOGICAL MATERIAL/PREHISTORIC ARTIFACTS SUCH AS POTTERY OR CERAMICS, STONE TOOLS OR METAL IMPLEMENTS, OR ANY OTHER PHYSICAL REMAINS THAT COULD BE ASSOCIATED WITH NATIVE AMERICAN CULTURES, OR EARLY COLONIAL OR AMERICAN SETTLEMENT ARE ENCOUNTERED AT ANY TIME, THE PROJECT SHOULD CEASE ALL ACTIVITIES INVOLVING SUBSURFACE DISTURBANCE IN THE IMMEDIATE VICINITY OF SUCH DISCOVERIES. THE APPLICANT/RECIPIENT, OR OTHER DESIGNEE, SHOULD CONTACT THE FLORIDA DEPARTMENT OF STATE, DIVISION OF HISTORICAL RESOURCES, THE STATE HISTORIC PRESERVATION OFFICER (SHPO) AND THE DSH/FEMA REGION IV ENVIRONMENTAL OFFICER AND FDEM STATE ENVIRONMENTAL LIAISON OFFICER FOR FURTHER GUIDANCE. PROJECT ACTIVITIES SHOULD NOT RESUME WITHOUT VERBAL

AND/OR WRITTEN AUTHORIZATION FROM THE THE DIVISION OF HISTORICAL RESOURCES.

39. IN THE EVENT THAT UNMARKED HUMAN REMAINS ARE ENCOUNTERED DURING PERMITTING ACTIVITIES, ALL WORK MUST STOP IMMEDIATELY AND THE PROPER AUTHORITIES

NOTIFIED IN ACCORDANCE WITH SECTION 872.05, FLORIDA STATUTE.

HAY BALES WITH

SILT SCREEN

DEWATERING BAFFLE

OR EATHERN BERM

SKIMMER WITH

OUTLET PIPE

DEWATERING BAFFLE

OR EATHERN BERM

8" RIP RAP TYP.

DOUBLE ROW SILT FENCE

PLACEMENT OF TEMPORARY

SPOILS MATERIAL

12" PVC OUTFALL

DISCHARGE

4' TYP.

2' TYP.

2.5' MAX

3.5' TYP.

STREAM ELEVATION

1. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER.

2. ALL DISTURBED AREAS SHALL BE SODDED PER FDOT INDEX 105.

3. DRYING TEMPORARY SPOILS RETENTION MAY CONSIST OF EARTHEN BERM DEWATERING DECIVES OR GEOTEXTILE DEWATERING BAG.

EXISTING STREAM MUST BE PROTECTED BY SWPPP DEVICES.

TEMPORARY DEWATERING BASIN:

NTS

EXISTING GRADE

G

EN

ER

A

L N

O

TE

S

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

Z:

\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_G

EN

-N O

TE

S.

dw g

(G

EN

ER

AL

N O

TE

S)

P lo tte d on

Ju n

, 2

- 1 0:

am b y de w ey .p hi llip s

BID SET

6/13/2025

5/9/2025

EROSION CONTROL NOTES:

1. EROSION CONTROL MEASURES SHOWN ON THE PLANS SHOULD BE CONSIDERED THE MINIMUM NECESSARY MEASURES REQUIRED. THE CONTROL OF EROSION AND SEDIMENTATION IS THE CONTRACTORS RESPONSIBILITY AT ALL TIMES. SURFACE WATERS, ADJACENT PROPERTIES, EXISTING AND PROPOSED DRAINAGE STRUCTURES MUST BE PROTECTED AT ALL TIMES. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION, AT NO TIME SHALL THERE BE ANY OFFSITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS OF THE FLORIDA ADMINISTRATIVE CODE.

2. ALL DISTURBED AND NON-STABILIZED AREAS SHALL BE WATERED REGULARLY TO PREVENT DUST.

3. THE CONTRACTOR SHALL INSTALL AND MAINTAIN SLOPE PROTECTION PER THE PLANS ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AND ANY OTHER TIME AS NEEDED TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY SURFACE WATERS, WATER BODY OR ADJACENT PROPERTY. SLOPES 3:1 AND STEEPER SHALL BE STAKED WITH SOLID SOD OR COVERED AS DIRECTED WITH PERMANENT VEGETATION AS OUTLINED IN THE VEGETATION PLANS.

4. FLOATING TURBIDITY CURTAINS SHALL BE INSTALLED DOWN STREAM OF THE CONSTRUCTION AREA. FLOATING TURBIDITY CURTAINS ARE DESIGNED TO MINIMIZE THE TRANSPORT OF SEDIMENT AND DEBRIS FROM THE CONSTRUCTION AREA VIA THE ADJACENT WATERWAY. THE LOCATION OF THE TURBIDITY CURTAIN WILL NEED TO BE ADJUSTED BASED ON ON-SITE FIELD CONDITIONS. FLOATING TURBIDITY CURTAINS ARE NOT INTENDED TO BE PLACED ACROSS THE MAIN FLOW OF A SIGNIFICANT BODY OF MOVING WATER. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE FLOATING TURBIDITY CURTAINS THROUGHOUT THE DURATION OF THE PROJECT.

5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EROSION CONTROL MEASURES AT THE CONCLUSION OF THE PROJECT. COST ASSOCIATED WITH THE REMOVAL OF EROSION CONTROL MEASURES SHALL BE INCLUDED IN THE LUMP SUM COST OF THE EROSION CONTROL PLAN.

6. THE CONTRACTOR SHALL TAKE PROPER MEASURES TO ENSURE EXCAVATED MATERIALS STORED ON SITE ARE PROTECTED AGAINST EROSION AND SEDIMENTATION. THE CONTRACTOR SHALL REMOVE UNSALVAGEABLE MATERIAL FROM THE SITE IN A TIMELY MANNER AND DISPOSE OF IT IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE

AND LOCAL REGULATIONS.

7. ON SITE > 1 ACRE. IF > 1 CONTIGUOUS ACRE IS DECLARED, A GROUND COVER SUFFICIENT TO PREVENT EROSION SHOULD BE PLANTED OR OTHERWISE STABILIZED WITHIN 10 WORKING DAYS ON THE PORTION OF THE SITE UPON WHICH FURTHER ACTIVE CONSTRUCTION WILL NOT BE UNDERTAKEN WITHIN 90 DAYS.

8. TO COMPLY WITH NPDES REQUIREMENTS, EROSION CONTROL MEASURES SHALL BE INSPECTED AFTER EACH 1

2" RAINFALL EVENT OR AT LEAST WEEKLY. THE CONTRACTOR

SHALL DOCUMENT SUCH INSPECTIONS AND EROSION CONTROL MAINTENANCE EFFORTS. INSPECTION RECORDS SHALL BE PROVIDED TO THE NPDES PERMIT APPLICANT FOR

PROPER REPORTING TO FDEP.

9. THE OWNER OR HIS REPRESENTATIVE SHALL APPROVE ANY DEWATERING METHODS PROPOSED BY THE CONTRACTOR. ALTERNATE METHODS SHALL RESULT IN REDUCED

TURBIDITY AND REDUCED DRYING AREA IMPACTS.

10. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT DREDGING OPERATIONS.

SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE COUNTY ENGINEER TO OBTAIN CLARIFICATION BEFORE COMMENCING CONSTRUCTION.

11. NEITHER THE OWNER NOR THE ENGINEER HAVE LOCATED UNDERGROUND UTILITIES (PHONE, CABLE, FUEL, WATER, STORMWATER, SEWER, OR GAS). EXISTING UTILITIES SHOWN ON PLANS ARE SHOWN IN APPROXIMATE LOCATIONS, CONTRACTOR SHALL LOCATE ANY AND ALL AFFECTED UTILITIES AND COORDINATE WITH THE AFFECTED UTILITY ENTITY PRIOR TO DREDGING AND BE FULLY RESPONSIBLE FOR THEIR PROTECTION. CONTRACTOR SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO

ADDITIONAL COST TO THE OWNER.

12. CONTRACTOR SHALL VERIFY ALL ELECTRICAL UTILITIES AND SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND

POWER LINES.

13. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, STORM DRAINS, UTILITIES AND OTHER PUBLIC OR PRIVATE FACILITIES. CONTRACTOR SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE OWNER. REPAIR AND REPLACEMENT SHALL BE LIKE KIND OR AS APPROVED BY THE COUNTY

ENGINEER.

14. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ANY DAMAGES TO EXISTING WATER AND SEWER MAINS AND SERVICES CAUSED BY HIS ACTIVITIES AND SHALL IMMEDIATELY NOTIFY THE COUNTY ENGINEER AND/OR UTILITY DEPARTMENT. NOTIFICATION TO FDEP, IF REQUIRED, SHALL BE THE RESPONSIBILITY OF THE COUNTY.

15. ALL AREAS DISTURBED DURING CONSTRUCTION OPERATIONS SHALL BE COMPLETELY RESTORED BY THE CONTRACTOR. ALL GRASSED AREAS SHALL BE SEEDED AND MULCHED

OR SODDED AS DIRECTED BY THE ENGINEER OR AS DETAILED IN THE PLANS.

16. THE CONTRACTOR SHALL IMPLEMENT THE EROSION AND TURBIDITY CONTROLS AS SHOWN IN THE PLANS, AS REQUIRED BY THE PERMIT AND AS DIRECTED BY THE ENVIRONMENTAL INSPECTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THESE CONTROLS ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE. AS REQUIRED, THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROL TO ENSURE THE SITE MEETS ALL FEDERAL, STATE, AND LOCAL REGULATIONS. BEST MANAGEMENT PRACTICES (BMP) FOR EROSION AND SEDIMENTATION CONTROL AND DEWATERING OPERATIONS SHALL MEET OR EXCEED REGULATIONS AND STATUTORY REQUIREMENTS.

17. STORAGE OF HAZARDOUS MATERIALS, SUCH AS FUEL, OIL, ETC. WILL NOT BE ALLOWED WITHIN 150 FEET OF WATERWAYS. ANY CHEMICAL SPILLS SHALL BE REPORTED AND CLEANED UP IMMEDIATELY. CONTRACTOR SHALL AVOID ON-SITE FUELING. IF FUELING IS PERFORMED ON-SITE, CONTAINMENT SHALL BE PROVIDED IN SUCH A MANNER THAT ANY ACCIDENTAL SPILL SHALL NOT DAMAGE VEGETATION, ENTER THE WATER OR CONTAMINATE SEDIMENTS THAT MAY COME IN CONTACT WITH WATER.

18. CONTRACTOR SHALL STABILIZE ALL DISTURBED AREAS WITH TEMPORARY MULCHING, OR OTHER EROSION CONTROL METHODS. THE CONTRACTOR SHALL RESTORE DMMA

SITES IN THEIR ORIGINAL CONDITION WHEN DREDGING OPERATIONS ARE COMPLETED.

19. THE CONTRACTOR SHALL PROPERLY ISOLATE THE CONSTRUCTION ACTIVITIES WITH TURBIDITY SCREENS TO PREVENT SEDIMENTS AND TURBID WATER ENTERING ADJACENT WATERS OF THE STATE. ALL MATERIAL PLACED AT TEMPORARY SPOIL SITES SHALL BE PROTECTED FROM EROSION BY PLACING BARRIERS (E.G. SILT FENCE, SAND BAGS, OR DIKES) AROUND THEIR PERIMETER TO PREVENT THE ESCAPE OF SEDIMENTS ONTO ADJACENT PROPERTY.

20. DMMA SITES SHALL BE GRADED TO ENSURE THAT DRAINAGE AND RUNOFF FROM THESE SITES WILL MINIMIZE EROSION.

21 PUBLIC ROADS SHALL BE PROTECTED FROM DEBRIS AND DAMAGE DURING REMOVAL PROCESS. IN ADDITION, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN FOR

CITY APPROVAL PRIOR TO COMMENCEMENT OF WORK.

22. INSTALL ADDITIONAL TURBIDITY CURTAINS AS NEEDED TO PREVENT MIGRATION OF SEDIMENT.

23. HAY BALES WITH SILT FENCE SHALL BE INSTALLED ALONG DMMA SITES.

TURBIDITY CURTAIN DETAIL

NTS

ER

O

SI

O

N C

O N

TR

O

L N

O

TE

S A

N D

D

ET

A

IL

S

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

Z:

\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_E R

O

SI

O N

C O

N

TR

O L.

dw g

(G

EN

ER

AL

N O

TE

S)

P lo tte d on

Ju n

, 2

- 1 0:

am b y de w ey .p hi llip s

BID SET

SU

M

M A

R Y

O F

Q U

A N

TI

TI

ES

*Geotextile Fabric/bedding to be included as part of quantity/price of riprap

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

Z:

\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_S U

M M

AR

Y

O F

Q U

AN

TI

TI

ES

.d w g (S

U M

M

AR

Y O

F Q

U

AN

TI

TI

ES

) P lo tte d on

Ju n

, 2

- 1

:0 2p m b y de w ey

.p hi llip s

5/16/2025

2'

1'

X*

1'

45°

DIRECTION OF PLACEMENT

TOP OF SLOPE

EDGE OF BANK AND

SHORE RIPRAP

GEOTEXTILE OR BEDDING

MATERIAL

FILL

ORIGINAL

GROUND

LINE

THIS PART OF SLOPE PLANTED

TO SHRUBS AND GRASS (AS NEEDED)

1' - 6" MINIMUM

CREEK*

BOTTOM

WIDTH VARIES3' - 6" MINIMUM* 3' - 6" MINIMUM*

2' - 6" MINIMUM 2' - 6" MINIMUM

SIDE VIEW

FRONT VIEW

SAT. 3+19.43 TO 6+36.44

GEOTEXTILE/BEDDING

MATERIAL

FILL

ORIGINAL

GROUND

LINE

THIS PART OF SLOPE PLANTED

TO SHRUBS AND GRASS (AS NEEDED)

1'- 6" MINIMUM

KEY IN

AREA

KEY IN

AREA

CONTRACTOR NOTES

1. IN AREAS WHERE EXISTING RIP RAP CONSISTS OF CLASS

IV OR CLASS V RIP RAP, CONTRACTOR TO USE THIS AS

KEY IN AREA. 2:1 OR 3:1 SLOPE IS TO BEGIN BEHIND THE

EXISTING CLASS IV OR CLASS V RIPRAP.

2. EXISTING RIPAP IN STREAM BED TO REMAIN.

3. CONTRACTOR TO RE-USE EXISTING RIP RAP AS NEEDED.

4. SEE SHEET 8 FOR FINISHED GRADE ELEVATIONS.

5. RIP RAP, BEDDING MATERIAL AND GEOTEXTILE FABRIC

TO BE INCLUDED IN COST OF RIP RAP.

* HORIZONTAL COMPONENT OF

SLOPE PER BELOW INFO:

STA. 3+25.90 TO 4+39.92: 1:3

STA. 4+71.71 TO 6+27.46: 1:2

FINISHED GRADE ELE.

SEE SHEET 8

9" MINIMUM (DIA) RIP RAP

9" MINIMUM (DIA) RIP RAP

FINISHED GRADE ELE.

SEE SHEET 8

TY

PI

C A

L

SE

C

TI

O N

S

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

W :\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_T

YP

IC

AL

S

EC

TI

O

N S.

dw g

(T

YP

IC

AL

S

EC

TI

O

N S)

P lo tte d on

Ju n

, 2

- 3 :5

4p m b y ar th ur .h oo ks

518 CITATION DR

37-1N-31-3000-410-001

542 CITATION DR

37-1N-31-3000-400-001

500 CITATION DR

37-1N-31-3000-390-001

496 CITATION DR

37-1N-31-3000-420-001

486 CITATION DRIVE

37-1N-31-3000-430-001

3305 PINE FOREST RD

37-1N-31-3000-380-001

3300 PINE FOREST RD

37-1N-31-3000-370-001

561 MAN O WAR CIR

37-1N-3000-350-001

579 MAN O WAR CIR

37-1N-31-3000-360-001

533 MAN O WAR CIR

37-1N-31-3000-340-001

501 MAN O WAR CIR

37-1N-31-3000-330-001

487 MAN O WAR CIR

37-1N-31-3000-320-001

496 CITATION DR

37-1N-31-3000-420-001

496 CITATION DR

37-1N-31-3000-420-001

TOP OF BANK

AREA OF WASH-OUT

EXISTING

CONCRETE HEADWALL

EXISTING

24" C.M.P.

INV. ELEV. 59.34

EXISTING RIPRAP

TOP OF BANK

AREA OF WASH-OUT

WATER'S EDGE

WATER'S EDGE

NWL ELEVATION:

46.20'

EXISTING 50' DRAINAGE EASEMENT

WATER'S EDGE

EXISTING ADDITIONAL EASEMENT

EXISTING ADDITIONAL EASEMENT

EX

IS

TI

N

G C

O N

D

IT

IO

N

S

PL

A

N10 MILE CREEK

CITATION DRIVE

PI

N

E

FO

R

ES

T R

O

AD

N Feet

0 50 100

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

Z:

\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_E

XI

ST

IN

G C

O N

D

IT

IO

N

S

- 2

.2 8.

.d w g

(E

XI

ST

IN

G C

O N

D

IT

IO

N

S

PL

AN

) P lo tte d on

Ju n

, 2

- 1

0:

am b y de w ey

.p hi llip s

BID SET

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

Z:

\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_D

EM

O

LI

TI

O

N P

LA

N

.d w g (D

EM

O

LI

TI

O N

A N

D E

R O

SI

O

N C

O N

TR

O

L

PL

AN

) P lo tte d on

Ju n

, 2

- 1

0:

am b y de w ey

.p hi llip s

D

EM

O

LI

TI

O

N A

N D

E R

O

SI

O N

C O

N

TR

O L

PL

A

N

N Feet

0 50 100

BID SET

EXISTING CONTOURS

EXISTING CONTOURS

0+

1+00

2+

3+

4+0

5+0

6+

7+

7+

0+

1+50

2+

3+5

4+50

5+5

6+

7+

10'

STA. 6+35.02

OS: 9.63' LT

STA. 5+02.20

OS: 1.36' LT

0+

1+00

2+

3+

4+0

5+0

6+

7+

7+

0+

1+50

2+

3+5

4+50

5+5

6+

7+

STA. 3+26.38

OS: 7.20' RT

STA. 3+35.03

OS: 23.88' RT

STA. 3+77.12

OS: 3.85' RT

STA. 4+37.40

OS: 1.20' RT

STA. 4+69.67

OS: 4.49' RT

STA. 5+44.22

OS: 9.44' RT

STA. 5+46.22

OS: 9.30' RT

STA. 5+77.32

OS: 9.27' RT

STA. 6+22.74

OS: 2.90' RT

STA. 6+26.04

OS: 10.22' RT

PROPOSED 10' DRAINAGE EASEMENT - PERMANENT

EXISTING 50' DRAINAGE EASEMENT

EXISTING ADDITIONAL EASEMENT

EXISTING ADDITIONAL EASEMENT

EXISTING ADDITIONAL EASEMENT

PROPOSED DRAINAGE EASEMENT - PERMANENT

END OF PROPOSED

DRAINAGE EASEMENT

STA. 5+07.41

OS: 6.56' RT

STA. 4+98.51

OS: 5.86' RT

STA. 5+39.75

OS: 9.09' RT

STA. 5+49.96

OS: 6.73' RT

STA. 5+86.46

OS: 1.02' RT

STA. 4+80.33

OS: 1.75' RT

STA. 4+34.96

OS: 6.40' RT

STA. 4+06.64

OS: 1.13' RT

STA. 4+00.03

OS: 1.53' RT

STA. 3+96.28

OS: 2.07' RT

STA. 3+87.23

OS: 2.63' RT

STA. 3+34.51

OS: 1.63' RT

STA. 3+19.82

OS: 4.64' RT

STA. 3+20.76

OS: 27.39' RT

STA. 4+87.88

OS: 5.26' RT

PR

O

JE

C

T

SI

TE

P

LA

NN

LEGEND

EXISTING CONTOUR

PROPOSED CONTOUR

10 MILE CREEK

PI

N

E

FO

R

ES

T R

O

AD

CLASS II RIPRAP

Feet 0 50 100

PROPOSED EASEMENT

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

Z:

\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_S

IT

E

PL

AN

_6

1.

dw g (P

R O

JE

C

T

SI

TE

P

LA

N

) P lo tte d on

Ju n

, 2

- 8 :2

1p m b y de w ey .p hi llip s

3+50

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

3+75

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

4+00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

4+25

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

4+50

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

4+75

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

4.66'

SURFACE

WATER

IMPACT

4.01'

SURFACE

WATER

IMPACT

3.01'

SURFACE

WATER

IMPACT

4.51'

SURFACE

WATER

IMPACT

4.50'

SURFACE

WATER

IMPACT

3.26'

SURFACE

WATER

IMPACT

38.64'

34.58'26.46'

3.17'

SURFACE

WATER

IMPACT

3.01'

SURFACE

WATER

IMPACT

23.78'

3.23'

SURFACE

WATER

IMPACT

25.23'

3.00'

SURFACE

WATER

IMPACT

3.00'

SURFACE

WATER

IMPACT

23.61'

3.03'

SURFACE

WATER

IMPACT

33.59' 25.62'

36.61'

24.77'

23.68' 23.88'

NWL

ELEV: 46.20

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

LIMITS OF

PROP.DRAIN. ESMT.

LIMITS OF

PROP.DRAIN. ESMT.

LIMITS OF

PROP.DRAIN. ESMT.

NWL

ELEV: 46.20

NWL

ELEV: 46.20

NWL

ELEV: 46.20

NWL

ELEV: 46.20

NWL

ELEV: 46.20

LIMITS OF

PROP.DRAIN. ESMT.

LIMITS OF

PROP.DRAIN. ESMT.

LIMITS OF EX. DRAIN. ESMT.

LIMITS OF EX. ADD. ESMT.LIMITS OF EX. ADD. ESMT.LIMITS OF EX. ADD. ESMT.

LIMITS OF EX. ADD. ESMT. LIMITS OF EX. ADD. ESMT. LIMITS OF EX. ADD. ESMT.

LIMITS OF EX. DRAIN. ESMT. LIMITS OF EX. DRAIN. ESMT.

LIMITS OF EX. DRAIN. ESMT. LIMITS OF EX. DRAIN. ESMT. LIMITS OF EX. DRAIN. ESMT.

C R

O

SS

S

EC

TI

O

N S

H

EE

T

HORIZONTAL SCALE: 1" = 50'

VERTICAL SCALE:1" = 25'

NOTE: SEE TYPICAL SECTION FOR SIDE SLOPE DETAILS

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

Z:

\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_C R

O

SS

S

EC

TI

O

N S

- 6 1.

dw g

(C R

O

SS

S

EC

TI

O

N S

H

EE

T 3)

P lo tte d on

Ju n

, 2

- 7 :2

2p m b y de w ey .p hi llip s

5+00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

5+25

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

5+50

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

5+75

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

6+00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

6+25

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

20.00

30.00

40.00

50.00

60.00

70.00

80.00

90.00

0 10 20 30 40 50 60 700-10-20-30-40-50-60-70

3.00'

SURFACE

WATER

IMPACT

3.34'

SURFACE

WATER

IMPACT

3.92'

SURFACE

WATER

IMPACT

3.07'

SURFACE

WATER

IMPACT

3.01'

SURFACE

WATER

IMPACT

50.07'

3.15'

SURFACE

WATER

IMPACT

24.69'

3.50'

SURFACE

WATER

IMPACT

27.13'

3.64'

SURFACE

WATER

IMPACT

27.97'

3.09'

SURFACE

WATER

IMPACT

6.21'

SURFACE

WATER

IMPACT

45.63'

3.13'

SURFACE

WATER

IMPACT

25.58' 24.15' 28.40'

48.25'

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

100 YR/24 HR

ELEV: 55.96

NWL

ELEV: 46.20

NWL

ELEV: 46.20

NWL

ELEV: 46.20

LIMITS OF

PROP.DRAIN. ESMT.

LIMITS OF EX. ADD. ESMT.LIMITS OF EX. ADD. ESMT. LIMITS OF EX. ADD. ESMT.

LIMITS OF EX. ADD. ESMT.LIMITS OF EX. ADD. ESMT. LIMITS OF EX. ADD. ESMT.

LIMITS OF EX. DRAIN. ESMT. LIMITS OF EX. DRAIN. ESMT. LIMITS OF EX. DRAIN. ESMT.

LIMITS OF EX. DRAIN. ESMT. LIMITS OF EX. DRAIN. ESMT. LIMITS OF EX. DRAIN. ESMT.

C R

O

SS

S

EC

TI

O

N S

H

EE

T

VERTICAL SCALE:1" = 25'

NOTE: SEE TYPICAL SECTION FOR SIDE SLOPE DETAILS

1152800

SURVEY

NUMBER

PROJECT

NUMBER

DRAWING

NUMBER

N U

M B

ER

R

EV

IS

IO

N

S

D .P

D

R A

W N

B Y

D A

TE

A

PP

R

O V

ED

B

Y

JU

N

E

D

A

TE

FI

EL

D B

O O

K

PA

G

ES

A R

TH

U

R V

H O

O K

S

IV

D A

TE

R

EG

. F

LA

. E N

G . N

O

D

ES

IG

N

ED

B

Y

SI

G

N A

TU

R

E:

C H

EC

K

ED

B

Y

SE

C

TI

O

N

TO

W

N

SH

IP

R A

N G

E

Q A

/Q C

M A

N A

G

ER

D

IS

TR

IC

T:

SHEET OF 10

PI

N

E

FO

R

ES

T

- 1

M

IL

E

C R

EE

K

M

.W

1A .J.

TH

E

O

FF

IC

IA

L R

EC

O

R D

O F

TH

IS

S H

EE

T

IS

T

H E

EL

EC

TR

O

N

IC

F

IL

E D

IG

IT

A

LL

Y S

IG

N

ED

A

N D

S

EA

LE

D

U N

D

ER

R U

LE

1G

-2 3.

, F

.A .C

Z:

\P ro je ct s\

0_

Pi ne

F or es t_

M ile C re ek

\ro ad w ay

\C

_C R

O

SS

S

EC

TI

O

N S

- 6 1.

dw g

(C R

O

SS

S

EC

TI

O

N S

H

EE

T 4)

P lo tte d on

Ju n

, 2

- 7 :2

3p m b y de w ey .p hi llip s