FAITH BIBLE CHURCH

PART OF SECTION 29, 30, TOWNSHIP 48S, RANGE 26E,COLLIER COUNTY, FLORIDA

MARCH, 2017 130063.00.25

MARK J. SUNYAK, P.E. STATE OF FLORIDA LICENSE NO. 62725

RWA, INC. STATE OF FLORIDA BUSINESS CERTIFICATE NO. EB-0007663

DATE: PROJECT No:

ENGINEER'S SEALSTAMPS

REVISIONSNo. DATE APPROVEDREVISION

PROJECT LOCATION PROJECT SITE

PROJECTSITE

PROJECTLOCATION

May 31, 2017 12:02 PM K:\2013\130063.00.25 13-6164 Faith Bible Church Water Main\004 Final Design Phase-100% Plans\Current Plans\Sheet Files\01 1300630025C COVER SHEET.dwg

6610 Willow Park Drive, Suite 200

Naples, Florida 34109 (239) 597-0575

FAX: (239) 597-0578

www.consult-rwa.com

FORCOLLIER COUNTY PUBLIC UTILITIES DEPARTMENT

ELEVATIONS BASED ON NORTH AMERICAN VERTICAL

DATUM NAVD88. CONVERSION FROM NAVD88 TO

NGVD29: NAVD88 +1.23'=NGVD29.

COUNTY SENIOR PROJECT MANAGER:

BENJAMIN N. BULLERT, P.E.

ENGINEERING & PROJECT MANAGEMENT DIVISION

3339 EAST TAMIAMI TRAIL

SUITE 303 BUILDING H

NAPLES, FLORIDA 34104

(239)-252-2583

WATER MAIN EXTENSION

IMMOKALEE RD.

TA

RP

ON

BA

Y B

LV

D.

OA

KE

S B

LV

D.

FAITH

BIBLE

CHURCH

SHEET INDEXSheet

Number Sheet Title1 COVER SHEET

2 GENERAL NOTES

3 OVERALL SITE PLAN

4 PLAN AND PROFILE

5 UTILITY DETAILS

6 EROSION CONTROL PLAN

AUTUMN OAKS LN. (24th AVE. NE)

DEMOLITION NOTES:

1. ALL ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AT THE

EXPENSE OF THE CONTRACTOR, INCLUDING ALL DUMPING FEES, UNLESS OTHERWISE NOTED. ALL ITEMS SHALL BE

REMOVED TO A DEPTH OF 2' BELOW EXISTING GRADE, OR 2' BELOW THE INVERT OF ANY PROPOSED UTILITIES. EXISTING

UTILITIES, SERVICING BUILDINGS TO BE REMOVED SHALL BE PLUGGED BELOW EXISTING GRADE AND BROUGHT TO THE

ATTENTION OF OWNER'S REPRESENTATIVE AND THE ENGINEER IMMEDIATELY.

2. THIS PLAN IS NOT INTENDED TO BE ALL INCLUSIVE OF EXISTING FACILITIES OR MATERIALS TO BE REMOVED. CONTRACTOR

SHALL BE RESPONSIBLE TO VERIFY THE SCOPE OF WORK IN REGARDS TO MODIFICATIONS OF THE SITE TO ACCOMMODATE

PROPOSED IMPROVEMENTS. THIS PLAN DOES NOT ADDRESS EXISTING UNDERGROUND UTILITIES/FACILITIES WHICH MAY

BE ENCOUNTERED DURING DEMOLITION OR IMPROVEMENTS. CONTRACTOR SHALL PROTECT AND/OR REPLACE THOSE

EXISTING UTILITIES REQUIRED TO ACCOMMODATE THIS PROJECT. OTHER UNDERGROUND UTILITIES TO BE REMOVED OR

ABANDONED SHALL BE DISCARDED, DISENGAGED OR REMOVED IN A MANNER CONSISTENT WITH INDUSTRY SAFETY

STANDARDS, AS REQUIRED BY OWNER'S REPRESENTATIVE.

3. ALL ASPHALT PAVEMENT TO BE REMOVED SHALL BE MECHANICALLY SAW-CUT IN ORDER TO ENSURE CLEAN, STRAIGHT

EDGES. CONTRACTOR SHALL COORDINATE THE LIMITS OF THE ASPHALT REMOVAL WITH THIS DEMOLITION PLAN.

4. CONTRACTOR SHALL COORDINATE THE REMOVAL OF THE EXISTING FACILITIES WITH THE OWNER'S REPRESENTATIVE WITH

REGARDS TO WHEN THE INDIVIDUAL ITEMS ARE TO BE REMOVED.

5. CONTRACTOR SHALL PROVIDE A SAFE, OPERABLE SITE FOR EMPLOYEES AND PUBLIC FOR THE CONSTRUCTION AND

FUNCTIONS THAT WILL CONTINUE TO OCCUR DURING THE CONSTRUCTION ACTIVITIES.

WATER, IRRIGATION AND SEWER NOTES:

1. ALL ONSITE WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED BY COLLIER COUNTY.

2. ALL WATER AND SEWER CONSTRUCTION SHALL CONFORM TO COLLIER COUNTY STANDARDS AND SPECIFICATIONS.

3. ALL EXISTING UNDERGROUND UTILITIES ARE BASED ON AVAILABLE RECORD INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO

LOCATE APPROPRIATE EXISTING UTILITIES AND REPORT DISCREPANCIES TO ENGINEER IMMEDIATELY.

4. INSTALLATION OF SUBSURFACE CONSTRUCTION, TO INCLUDE, WATER AND IRRIGATION LINES, SEWER LINES, PUBLIC UTILITIES AND

STORM DRAINAGE IS REQUIRED PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION.

5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAMAGED DURING CONSTRUCTION, INCLUDING

IRRIGATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OF ALL DAMAGED LINES PRIOR TO REPAIR. ALL

NECESSARY REPAIRS SHALL BE PERFORMED IMMEDIATELY UPON DAMAGE OF LINE, AT THE CONTRACTOR'S EXPENSE.

6. THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER AND UTILITY COMPANY PRIOR TO THE FOLLOWING TO

ALLOW FOR INSPECTIONS REQUIRED BY ORDINANCE 2004-31 SECTION 9.4.2.2

6.A. COMMENCEMENT

6.B. CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, OR RESIDENT SUPERINTENDENT.

6.C. POTABLE, IRRIGATION, WASTEWATER AND GENERAL SYSTEMS

6.C.A. HOT TAPS TO POTABLE WATER LINES LARGER THAN 6" AND WASTEWATER SYSTEMS GREATER THAN 4". *

6.C.B. MASTER METER AND BYPASS PIPING.

6.C.C. JACK & BORE CASINGS. *

6.C.D. PRESSURE TESTS. *

6.C.E. INFILTRATION/EXFILTRATION TESTS. *

6.C.F. LIFT STATION INSTALLATION, PRIOR TO COVER-UP AND START-UP. *

6.C.G. LIFT STATION START-UP. *

6.C.H. LAMPING OF SEWER LINES. *

6.C.I. PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS, POTABLE WATER MAINS, AND NON-POTABLE IRRIGATION

LINES. * NOTE: FULL BORE FLUSHING AND PIGGING OF POTABLE WATER LINES NEED ONLY WATER DEPARTMENT

INSPECTION.

6.C.J. TELEVISION VIDEO TAPING OF WASTEWATER LINES AT END OF CONSTRUCTION AND THE WARANTY PERIOD ("IN-OFFICE

REVIEW").

6.C.K. CONFLICT CONSTRUCTION. *

6.C.L. CONNECTIONS TO EXISTING POTABLE WATER, NON-POTABLE IRRIGATION WATER AND WASTE WATER SYSTEMS. *

6.C.M. 8" DIAMETER OR LARGER CASING INSTALLATIONS. *

6.C.N. OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIME OF CONSTRUCTION DOCUMENT

APPROVAL.

6.C.O. CLORINATION OF WATER LINES AND REFLUSHING OF LINE AFTER CHLORINATION (NEEDS WATER DEPARTMENT

INSPECTION ONLY). *

6.C.P. INSTALLATION OF TEMPORARY METERS/BACKFLOWS. *

6.C.Q. BACTERIOLOGICAL SAMPLING (NEEDS WATER INSPECTION ONLY). *

6.C.R. HOT TAPS TO ANY WATER CONCRETE MAINS, PRESSURE TESTS ON LINES 20" OR GREATER, AND CONNECTIONS TO

EXISTING POTABLE SYSTEMS GREATER THAN 12" NEED TO BE INSPECTED BY THE WATER DEPARTMENT AND THE COLLIER

COUNTY. *

6.C.S. FIRE FLOW TESTING.

6.C.T. A COLLIER COUNTY INSPECTOR OR OTHER QUALIFIED EMPLOYEE MUST BE PRESENT AT THE INSPECTIONS NOTED WITH "*"

ABOVE.

7. FITTINGS SHALL BE USED TO MAINTAIN PLAN ALIGNMENT OF POTABLE WATER MAINS. DEVIATION FROM PLAN ALIGNMENT SHALL NOT

BE MORE THAN 12" FROM PLAN CENTERLINE OF MAIN. CONTRACTOR SHALL PREPARE RECORD DRAWING OF ALL FITTINGS NOT SHOWN

ON THIS PLAN.

8. MINIMUM COVER FOR ALL WATER MAINS SHALL BE MEASURED FROM FINISHED GRADES, MINIMUM DEPTH OF 30" MAXIMUM DEPTH OF

48". IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE MINIMUM COVER, REGARDLESS OF EXISTING GRADE. PERIODIC CHECKS

FOR MINIMUM COVER WILL BE MADE BY THE COLLIER COUNTY AND ENGINEER.

9. CONTRACTOR SHALL CONSTRUCT ALL WATER APPURTENANCES INCLUDING METER BOXES, BLOW-OFFS, VALVE BOXES, AIR RELEASE

VALVES, FIRE HYDRANTS, ETC. TO FINISHED GRADE. CONTRACTOR SHALL COORDINATE DURING THE CONSTRUCTION STAKEOUT AND

PRIOR TO CONSTRUCTION OF SAID APPURTENANCES WITH OWNER AND ENGINEER REGARDING FINISHED GRADE. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO ENSURE CONSTRUCTION OF SAID APPURTENANCES TO FINISHED GRADE.

10. ALL POTABLE WATER MAINS SHALL BE SEPARATED FROM SANITARY SEWER BY A MINIMUM HORIZONTAL DISTANCE OF TEN FEET

MEASURED EDGE TO EDGE AND A VERTICAL DISTANCE OF 18" MEASURED BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF

THE LOWER PIPE. WHERE MINIMUM SEPARATION CANNOT BE MAINTAINED, SEE CROSSOVER DETAIL REQUIREMENTS.

11. POTABLE WATER MAINS UNDER PAVEMENT SHALL BE POLYVINYL CHLORIDE PIPE (PVC) AWWA C-900, CLASS 200, DR 14, OR CLASS 51

DUCTILE IRON PIPE. ALL OTHER POTABLE WATER MAINS SHALL BE AWWA C-900, CLASS 150, DR 14 PVC, COLOR CODED "BLUE".

12. REFER TO PLAT AND/OR BOUNDARY SURVEY FOR EASEMENTS OF RECORD.

13. MINIMUM 18" SEPARATION SHALL BE PROVIDED BETWEEN WATER, SEWER, AND CONDUITS FOR ANY OTHER UTILITY.

14. ALL UTILITY CONSTRUCTION TO BE IN ACCORDANCE WITH COLLIER COUNTY PUBLIC UTILITIES DIVISION SPECIFICATIONS, LATEST

EDITION.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR BOIL WATER NOTICES AND BACTERIOLOGICAL SAMPLING FOR ANY EXISTING WATER MAINS

THAT ARE POTENTIALLY CONTAMINATED DURING CONSTRUCTION.

16. FIRE HYDRANTS SHALL BE MARKED IN A UNIFORM MANNER APPROVED BY THE LOCAL FIRE DISTRICT.

17. ALL WATER METERS SHALL BE SIZED BY COLLIER COUNTY PUBLIC UTILITIES.

18. MASTER WATER METER TO BE INSTALLED BY CONTRACTOR. WATER METERS SMALLER THAN 2" TO BE INSTALLED BY COLLIER COUNTY.

19. CONTRACTOR WILL INSTALL WATER SERVICE LINES & METER BOX.

20. ALL FIRE HYDRANTS REFERENCED IN THIS PLAN SET INCLUDE HYDRANT AND HYDRANT VALVE.

21. FIRE HYDRANTS AND WATER SERVICES MAY BE USED FOR TEMPORARY SAMPLE POINTS (TSP) AS SHOWN ON THE PLANS.

GENERAL NOTES:

1. ALL ONSITE INFRASTRUCTURE SHALL BE OWNED AND MAINTAINED BY COLLIER COUNTY.

2. ALL CONSTRUCTION SHOWN ON THESE DRAWINGS SHALL CONFORM TO THE COLLIER COUNTY STANDARDS AND

SPECIFICATIONS AND THE CONTRACT TECHNICAL SPECIFICATIONS.

3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY

DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY.

4. CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER AND OWNER WRITTEN APPROVAL FOR ANY DEVIATIONS

FROM THE PLANS AND/OR SPECIFICATIONS.

6. THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS

WHICH ARE INCONSISTENT WITH EASEMENTS OF RECORD.

8. ALL ELEVATIONS REFERENCED WITHIN THIS PLAN SET ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88),

UNLESS OTHERWISE STATED. CONVERSION TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD 29) IS +1.23'.

9. REFER TO PLAT AND/OR BOUNDARY SURVEY FOR EASEMENTS OF RECORD.

14. ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF

EXOTICS IN PERPETUITY.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PRIVATE OR PUBLIC, PRIOR TO

EXCAVATION. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UNDERGROUND FACILITIES AT OR

CONTIGUOUS TO THE SITE IS APPROXIMATE AND BASED ON INFORMATION FURNISHED BY THE OWNERS OF SUCH

UNDERGROUND FACILITIES OR ON PHYSICAL APPURTENANCES OBSERVED IN THE FIELD, AND BEST AVAILABLE RECORD

DRAWING INFORMATION. THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR

COMPLETENESS OF ANY SUCH INFORMATION OR DATA; AND, THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR

REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA, FOR LOCATING ALL UNDERGROUND FACILITIES BEFORE

AND DURING CONSTRUCTION, FOR THE SAFETY AND PROTECTION THEREOF, AND REPAIRING ANY DAMAGE THERETO

RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT

PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48

HOURS PRIOR TO BEGINNING CONSTRUCTION.

16. CONTRACTOR SHALL REMOVE ALL MUCK AND OTHER UNSUITABLE MATERIAL FROM FILL AREAS PRIOR TO PLACEMENT

OF FILL. ALL MUCK AND UNSUITABLE MATERIAL SHALL BE STOCKPILED AS DETERMINED BY OWNER.

LIST OF STANDARD ABBREVIATIONSTERM ABBREVIATION TERM ABBREVIATION

ACCESS EASEMENT

AFD

INVERT INV

AIR RELEASE VALVE ARV LAKE MAINTENANCE EASEMENT LME

AMERICAN WITH DISABILITIES ACT ADA LANDSCAPE BUFFER EASEMENT LBE

BACK OF CURB BOC

LEE COUNTY ELECTRIC COOPERATIVE LCEC

BACKFLOW PREVENTOR BFP

LEFT LT

BASE LINE BL

LINEAL FEET LF

BLOW-OFF BO

MANHOLE MH

CABLE TV CATV

MECHANICAL JOINT MJ

CENTER LINE CL

NATIONAL GEODETIC VERITICAL DATUM NGVD

CLEAN OUT CO

NORTH AMERICAN VERTICAL DATUM NAVD

CONTROL STRUCTURE CS

OUTSIDE DIAMETER OD

CORRUGATED ALUMINUM PIPE CAP

POINT OF CURVATURE PC

CORRUGATED METAL PIPE CMP

POINT OF TANGENCY PT

COLLIER COUNTY UTILITY EASEMENT CUE

POINT OF VERTICAL INTERSECTION PVI

DEPARTMENT OF TRANSPORTATION DOT

POLYVINYL CHLORIDE PVC

DIAMETER DIA

POST INDICATOR VALVE PIV

DIMENSION RATIO DR

PROPERTY LINE PL

DRAINAGE EASEMENT DE

PUBLIC UTILITY EASEMENT PUE

DUCTILE IRON PIPE D.I.P.

PUMP STATION PS

EDGE OF PAVEMENT EOP

RADIUS(X')R

ELEVATION ELEV

REFLECTIVE PAVEMENT MARKER RPM

ELLIPTICAL REINFORCED CONCRETE PIPE ERCP

REINFORCED CONCRETE PIPE RCP

FIBER REINFORCED CONCRETE PIPE FRCP RIGHT RT

FIRE DEPARTMENT CONNECTION FDC

RIGHT OF WAY ROW

FIRE HYDRANT ASSEMBLY FH

SANITARY SEWER SS

FLORIDA DEPARTMENT OF TRANSPORTATION FDOT

STATION STA

FLORIDA POWER & LIGHT FPL

STORM STRUCTURE STR

FLOW LINE FL

TEMPORARY TEMP.

HIGH DENSITY POLYETHYLENE HDPE

TYPICAL TYP.INSIDE DIAMETER ID

AUTOMATIC FLUSHING DEVICE

AE

C.E.CONTROL ELEVATION

TEMPORARY BLOW-OFF ASSEMBLY TBO

TEMPORARY SAMPLE POINT TSP

PERMANENT SAMPLE POINT PSP

FIRE CONTROL DISTRICT FCD

TEMPORARY BACKFLOW TBF

GATE VALVE GV

PLUG VALVE PV

RECLAIMED WATER MAIN RCWM

CONCRETE CONC

HORIZ. SCALE (FULL):

DATECHECKEDDRAWN

RGE:TWP:SEC:

DATE:

TITLE:

CLIENT: PROJECT:

OF

PROJECT NO.: SHEET NUMBER:

REVISIONREV #

HORIZ. SCALE (HALF):

6610 Willow Park Drive, Suite 200

Naples, Florida 34109

(239) 597-0575 FAX: (239) 597-0578

www.consult-rwa.com

Florida Certificates of Authorization

EB 7663 LB 6952

DESIGNED:

DRAWN:

VERT. SCALE (FULL):

VERT. SCALE (HALF):

FILE NAME:

FLORIDA LICENSE NO.

April 13, 2017 1:47 PM K:\2013\130063.00.25 13-6164 Faith Bible Church Water Main\004 Final Design Phase-100% Plans\Current Plans\Sheet Files\02 1300630025C GN.dwg

FAITH BIBLE CHURCH

WATER MAIN EXTENSION

COLLIER COUNTY

PUBLIC UTILITIES DEPARTMENT

2 6130063.00.25

MARCH, 2017

N/A

N/A

29, 30 48S 26E

MJS

MDA

N/A

N/A

02 1300630025C GN

62725

MARK J. SUNYAK, P.E.

GENERAL NOTES

D-X

D-X

D-X

IMMOKALEE RD.

AUTUMN OAKS LN. (24th AVE. NE)

TA

RP

ON

BA

Y B

LV

D.

FAITH BIBLE CHURCH6464 IMMOKALEE RD.

OA

KE

S B

LV

D.

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

W

-X

W-X

W-X

W-X

W-X

W

-

X

W-X

W

-

X

W-X

W

-X

W-X

W-X

W-X

W-X

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

WW W

W WW W

W WW W

W W WW

0+

00

1+00

2+00

3+00

4+00

5+00

6+00 6+16

W WW

W WW W

W-X

W-X

W-X

W-X

WW

WW

WW

WW

WW

G-X

G-X

G-X

G-X

G-X

G-X

G-XG-XG-XG-XG-XG-XG-XG-XG-XG-XG-XG-XG-XG-XG-XG-X

G

-

X

G

-X

G-X

G-X

G-X

G-X

G-X

G-X

G-X

W-X W-X W-X W-X W-X W-X W-X W-X W-X

W-X

W-X

W-X

STREET SIGN

(TYP)

EX ENTRY SIGN

EX ROADWAY ESMT

(ROW, DE, IE

, PUE & CUE)

WIDTH VARIES

EX NATURAL GAS LINE

CONTRACTOR TO VERIFY LOCATION

EX OVERHEAD POWER LINE

EX 60' DE

EX 8" PVC FM

EX 18" RCP

EX 24" RCP

EX 30'

ROW ESMT

EX

LA

ND

SC

AP

E E

SM

T

WID

TH

VA

RIE

S

EX 12" PVC WM

FH ASSEMBLY

AUTOMATIC FLUSHING DEVICE

W/ METER

EX DRAINAGE INLET

(TYP)

EX 24" CMP

EX

D

RA

IN

AG

E C

AN

AL

EX UNDERGROUND FPL CONDUIT

CONTRACTOR TO VERIFY LOCATION

2435 TARPON BAY BLVD.

2415 TARPON BAY BLVD.

FAITH BIBLE CHURCH6464 IMMOKALEE RD.

6421 AUTUMN OAKS LN. 6461 AUTUMN OAKS LN. 2391 OAKS BLVD.

EX TOP OF BANK

(TYP)

EX EOP

(TYP)

EX BOC

(TYP)

DIRECTIONAL DRILL

8" HDPE DR 13.5 RWM W/

14" HDPE DR 13.5 CASING

CONNECT TO EX 12" PVC WM W/

12"x8" TAPPING SLEEVE & VALVE

8" PVC DR 14 WM

8" PVC DR 14 WM

EX GATE

EX PROPERTY LINE

(TYP)

EX 15' P

UE

EX

10' P

UE

EX DRAINAGE INLET

(TYP)

EX 6' CONC SIDEWALK

30' ROW ESMT

30' ROW ESMT

EX BOAT RAMP

EX 1 1/2" WATER SERVICE

TO BE ABANDONED, CAP ENDS

CAP EX WATER SERVICE

CONNECT TO EX 1 1/2" WATER SERVICE

1 1/2" POLYTUBE WATER SERVICE,

BORE AS NEEDED

CONNECT 1 1/2" WATER SERVICE

INSTALL 1 1/2" WATER METER

& BACKFLOW PREVENTER

EX UNDERGROUND FPL CONDUIT

CONTRACTOR TO VERIFY LOCATION

40' C

UE &

A

E

EX NATURAL GAS LINE

CONTRACTOR TO VERIFY LOCATION

EX 20" WM

REMOVE METER & BFP

CAP EX SERVICE (BOTH DIRECTIONS)

SHUT & PLUG CORP.

& CAP CONN.

HORIZ. SCALE (FULL):

DATECHECKEDDRAWN

RGE:TWP:SEC:

DATE:

TITLE:

CLIENT: PROJECT:

OF

PROJECT NO.: SHEET NUMBER:

REVISIONREV #

HORIZ. SCALE (HALF):

6610 Willow Park Drive, Suite 200

Naples, Florida 34109

(239) 597-0575 FAX: (239) 597-0578

www.consult-rwa.com

Florida Certificates of Authorization

EB 7663 LB 6952

DESIGNED:

DRAWN:

VERT. SCALE (FULL):

VERT. SCALE (HALF):

FILE NAME:

FLORIDA LICENSE NO.

May 24, 2017 8:25 AM K:\2013\130063.00.25 13-6164 Faith Bible Church Water Main\004 Final Design Phase-100% Plans\Current Plans\Sheet Files\03 1300630025C MP01.dwg

FAITH BIBLE CHURCH

COLLIER COUNTY

PUBLIC UTILITIES DEPARTMENT

3 6130063.00.25

MARCH, 2017

1" = 40'

1" = 80'

29, 30 48S 26E

MJS

MDA

N/A

N/A

03 1300630025C MP01

62725

MARK J. SUNYAK, P.E.

OVERALL SITE PLAN

Feet

0 40 80

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

F-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

D-X

W-X

W-X

W-X

W

-

X

W

-

X

W-X

W-X

W-X

W-X

W

-

X

W

-

X

W-X

W-X

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

W WW W

W WW W

W WW W

W WW W W

W WW W

W WW W

W WW W

W

W WW W

W WW

W WW W

W WW

W

WW

WW

WW

WW

G-X

G-X

G-X

G-X

G-X

G-X

G-X

G-X

G-X

G-X

G-X

G-X

EX NATURAL GAS LINE

CONTRACTOR TO VERIFY LOCATION

EX 8" PVC FM

EX 24" RCP

ROADWAY ESMT

(ROW, DE, PUE & CUE)

WIDTH VARIES

ROW

WIDTH VARIES

EX CONC SIDEWALK

EX 12" PVC WM

CONTRACTOR TO VERIFY

LOCATION & ELEV

EX FPL CONDUIT

CONTRACTOR TO VERIFY

LOCATION & ELEV

EX

D

RA

IN

AG

E C

AN

AL

EX BOAT RAMP

POWER POLEOVER HEAD POWER LINES

EX ELEC PYLON

EX STREET SIGN

(TYP)

EX GATE

EX DRAINAGE INLET

INV = 8.6'

EX 24" CMP

EX ASPHALT DRIVEWAY

AUTUMN OAKS LN. (24th AVE. NE)EX CENTURY LINK CONDUIT

EX ENTRY SIGN

EX ELEC PYLON

TA

RP

ON

BA

Y B

LV

D.

20' LBE

60' DE

GUY WIRE ANCHORS

EX IRRIGATION VALVE

(TYP)

EX STREET SIGN

EX COMM VAULT

EX LIGHT POLE

EX STREET SIGN

(TYP)

EX STREET SIGN

EX EOP

(TYP)

EX EOP

(TYP)

EX FH ASSEMBLY

AUTOMATIC FLUSHING DEVICE

W/ 2" WATER METER

0+

00

1+00

2+00

3+00

4+00

5+00

6+00 6+16

12"x8" TAPPING

SLEEVE & VALVE

(SUBAQUEOUS

ISOLATION VALVE)

(2) 8" - 45° BEND

HDPE TRANSITION

COUPLING

HDPE TRANSITION COUPLING

EX TOP OF BANK

(TYP)

EX TOP OF BANK

(TYP)

FH ASSEMBLY

W/ 6" GV

L

A

N

D

S

C

A

P

E

A

R

E

A

30' R

OW

ESM

T

30' R

OW

ESM

T

EX DRAINAGE INLET

INV = 8.7'

REPAIR ASPHALT DRIVEWAY

MATCH EXISTING

EX EOP

(TYP)

EX EOP

(TYP)

EX FPL CONDUIT

CONTRACTOR TO VERIFY

LOCATION & ELEV

EX BOC

(TYP)

EX BOC

(TYP)

ELECTRIC

TRANSFORMER

30' ROW ESMT

CONNECT 1 1/2" WATER SERVICE

INSTALL 1 1/2" WATER METER

& BACKFLOW PREVENTER

1 1/2" POLYTUBE WATER SERVICE

SEE SHEET 3 FOR CONNECTION LIMITS

ARV

8" GV

CU

E &

A

E

WID

TH

V

AR

IES

(2) EX FPL CONDUIT

CONTRACTOR TO VERIFY

LOCATION & ELEV

EX 12" PVC WM

CONTRACTOR TO VERIFY

LOCATION & ELEV

8" PVC DR 14 WM

ARV

EX FPL CONDUIT

CONTRACTOR TO VERIFY

LOCATION & ELEV

ROADWAY ESMT

(ROW, DE, PUE & CUE)

WIDTH VARIES

189'± HORIZONTAL DIRECTIONAL DRILL

192'± 8" HDPE DR 11 WM

SUBAQUEOUS

WATER SETUP

-2

0

2

4

6

8

10

12

14

-2

0

2

4

6

8

10

12

14

0+00 1+00 2+00 3+00 4+00 5+00 6+006+10

EX 12" PVC WM

CONTRACTOR TO VERIFY

LOCATION & ELEV

EX 24" RCP

CONTRACTOR TO VERIFY

LOCATION & ELEV

EX 8" PVC FM

CONTRACTOR TO VERIFY

LOCATION & ELEV

389 LF 8" PVC DR 14 WM

12"x8" TAPPING

SLEEVE & VALVE

(SUBAQUEOUS

ISOLATION VALVE)

HDPE TRANSITION

COUPLING

8" HDPE DR 11 WM

(2) 8" - 45° BEND

AUTOMATIC FLUSHING DEVICE

W/ 2" WATER METER

EX GROUND ABOVE WM

36" MIN

189'± HORIZONTAL DIRECTIONAL DRILL

192'± 8" HDPE DR 11 WM

24" MIN

8" BENDS AS NEEDED

HDPE TRANSITION

COUPLING

8" BENDS AS NEEDED

30" MIN

48" MAX

ARV

8" GV

EX 12" PVC WM

CONTRACTOR TO VERIFY

LOCATION & ELEV

EX FPL CONDUIT

CONTRACTOR TO VERIFY

LOCATION & ELEV

18" MIN

8"x6" FH TEE

60' DE

SFWMD CANAL DESIGN

2:1

28'

1:1

12'

12.8' NAVD88

ARV

APPROX WATER LEVEL

EX NATURAL GAS LINE

CONTRACTOR TO VERIFY

LOCATION & ELEV

21 LF 8" PVC

DR 14 WM

HORIZ. SCALE (FULL):

DATECHECKEDDRAWN

RGE:TWP:SEC:

DATE:

TITLE:

CLIENT: PROJECT:

OF

PROJECT NO.: SHEET NUMBER:

REVISIONREV #

HORIZ. SCALE (HALF):

6610 Willow Park Drive, Suite 200

Naples, Florida 34109

(239) 597-0575 FAX: (239) 597-0578

www.consult-rwa.com

Florida Certificates of Authorization

EB 7663 LB 6952

DESIGNED:

DRAWN:

VERT. SCALE (FULL):

VERT. SCALE (HALF):

FILE NAME:

FLORIDA LICENSE NO.

June 15, 2017 10:44 AM K:\2013\130063.00.25 13-6164 Faith Bible Church Water Main\004 Final Design Phase-100% Plans\Current Plans\Sheet Files\04 1300630025C PP01.dwg

FAITH BIBLE CHURCH

COLLIER COUNTY

PUBLIC UTILITIES DEPARTMENT

4 6130063.00.25

MARCH, 2017

1" = 20'

1" = 40'

29, 30 48S 26E

MJS

MDA

N/A

N/A

04 1300630025C PP01

62725

MARK J. SUNYAK, P.E.

PLAN AND PROFILE

Feet

0 20 40

HORIZ. SCALE (FULL):

DATECHECKEDDRAWN

RGE:TWP:SEC:

DATE:

TITLE:

CLIENT: PROJECT:

OF

PROJECT NO.: SHEET NUMBER:

REVISIONREV #

HORIZ. SCALE (HALF):

6610 Willow Park Drive, Suite 200

Naples, Florida 34109

(239) 597-0575 FAX: (239) 597-0578

www.consult-rwa.com

Florida Certificates of Authorization

EB 7663 LB 6952

DESIGNED:

DRAWN:

VERT. SCALE (FULL):

VERT. SCALE (HALF):

FILE NAME:

FLORIDA LICENSE NO.

March 27, 2017 10:07 AM K:\2013\130063.00.25 13-6164 Faith Bible Church Water Main\004 Final Design Phase-100% Plans\Current Plans\Sheet Files\1300630025C UTILITY DETAILS.dwg

FAITH BIBLE CHURCH

COLLIER COUNTY

PUBLIC UTILITIES DEPARTMENT

5 6130063.00.25

MARCH, 2017

1" = 50'

1" = 100'

29 48S 26E

MJS

MDA

N/A

N/A

1300630025C UTILITY DETAILS

62725

MARK J. SUNYAK, P.E.

UTILITY DETAILS

HORIZ. SCALE (FULL):

DATECHECKEDDRAWN

RGE:TWP:SEC:

DATE:

TITLE:

CLIENT: PROJECT:

OF

PROJECT NO.: SHEET NUMBER:

REVISIONREV #

HORIZ. SCALE (HALF):

6610 Willow Park Drive, Suite 200

Naples, Florida 34109

(239) 597-0575 FAX: (239) 597-0578

www.consult-rwa.com

Florida Certificates of Authorization

EB 7663 LB 6952

DESIGNED:

DRAWN:

VERT. SCALE (FULL):

VERT. SCALE (HALF):

FILE NAME:

FLORIDA LICENSE NO.

May 31, 2017 12:02 PM K:\2013\130063.00.25 13-6164 Faith Bible Church Water Main\004 Final Design Phase-100% Plans\Current Plans\Sheet Files\06 1300630025C EC.dwg

FAITH BIBLE CHURCH

COLLIER COUNTY

PUBLIC UTILITIES DEPARTMENT

6 6130063.00.25

MARCH, 2017

1" = 60'

1" = 120'

29, 30 48S 26E

MJS

MDA

N/A

N/A

06 1300630025C EC

62725

MARK J. SUNYAK, P.E.

EROSION CONTROL PLAN

SILT FENCE LOCATIONSCALE: 1" = 60'

GRATE INLET

STAKED SYNTHETIC SOCK

WOODEN STAKE

FILTERED WATER

4" M

IN

.

12" M

IN

.

GRATE INLET

MIN

.

4"

4"

12"

3'

SURFACE RUN-OFF

3' MINIMUM

SURFACE RUN-OFF

4"

F

L

O

W

6'

4"

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

2. EXCAVATE A 4" x 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES.

N.T.S.

PLATE 1.06a

GENERAL NOTES:

12" M

IN

.

SPECIFIC APPLICATION

WOODEN STAKE

4"

F

L

O

W

6'

F

L

O

W

3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH.

1. SET THE STAKES

FLO

W

N.T.S.

F

L

O

W

4"

S

O

C

K

W

I

D

T

H

F

L

O

W

1. EXCAVATE THE TRENCH 2. PLACE AND STAKE SYNTHETIC SOCKS

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

CONSTRUCTION OF A SYNTHETIC SOCK BARRIER

4"

CONSTRUCTION OF A FILTER BARRIER

1. A SYNTHETIC FILTER SOCK SHALL BE A PHOTODEGRADABLE OF BIODEGRADABLE MESH

NETTING MATERIAL PROVIDING A MINIMUM OF 9 MONTHS EXPECTED USABLE LIFE AT A

TEMPERATURE RANGE OF 0°F TO 120°F.

2. THE MEDIA WITHIN THE FILTER SOCK SHALL CONTAIN COMPOSTED MATERIAL SUITABLE

FOR REMOVING SOLIDS AND SOLUBLE POLLUTANTS FROM STORMWATER RUNOFF.

3. SOCKS ARE AVAILABLE IN 9-INCH, 12-INCH, 18-INCH, AND 24-INCH DIAMETERS FOR A

VARIETY OF APPLICATIONS AND MAY BE STACKED FOR INCREASED STORAGE CAPACITY.

4. POSTS FOR THE FILTER SOCK SHALL BE 2 X 2 INCHES WOOD (PREFERRED), OR EQUIVALENT

METAL WITH A MAXIMUM HEIGHT OF 3 FEET.

5. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AT THE BARRIER LOCATION AND

DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 8 INCHES IN CLAY SOILS OR 12

INCHES FOR SAND SOILS. FOR USE ON PAVEMENT, HEAVY CONCRETE BLOCKS SHALL BE

USED BEHIND THE FILTER SOCKS FOR STABILIZATION.

6. A MINIMUM OF 1 FOOT OVERLAP IS REQUIRED WHEN JOINING TWO FILTER SOCKS

TOGETHER. TWO STAKES MUST BE DRIVEN THROUGH BOTH ADJOINING ENDS.

7. FILTER SOCKS SHALL BE REMOVED OR CUT OPEN WHEN THEY HAVE SERVED THEIR USEFUL

PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA IS PERMANENTLY STABILIZED.

CONSTRUCTION NOTES:

SOURCE: FLORIDA STORMWATER EROSION AND

SEDIMENTATION CONTROL INSPECTOR'S MANUAL

BY FDEP

FABRIC FILTER

BARRIER

EXISTING

GROUND

SOURCE: INSTALLATION OF STRAW AND

FABRIC FILTER BARRIERS FOR SEDIMENT

CONTROL, SHERWOOD and WYANT

PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY

APPROPRIATE EROSION CONTROL DEVICES SHALL BE INSTALLED TO

CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO

OFF-SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES

THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALL

REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED.

THE FOLLOWING MINIMUM REQUIREMENTS ARE RECOMMENDED:

(REFERENCE FLORIDA DEVELOPMENT MANUAL, FDER, PPS 6-301 TO 6-500).

THESE BEST MANAGEMENT PRACTICES (BMP) ARE TYPICAL OF

REQUIREMENTS FOR SOIL EROSION CONTROL PER LOCAL REQUIREMENTS.

THEY MAY NOT CONSTITUTE COMPLETE REQUIREMENTS FOR

COMPLIANCE WITH REGULATORY AGENCIES AND SPECIFIC PERMIT

CONDITIONS.

A) BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

B) BMP 1.05 SYNTHETIC SOCK BARRIER

C) BMP 1.06 SILT FENCE

D) BMP 1.08 STORM INLET DRAIN PROTECTION

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT

AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING

0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED

FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS.

10' MAXIMUM SPACING WITH WIRE

SUPPORT FENCE ALONG BOUNDARY. 6'

MAXIMUM SPACING WITHOUT WIRE

SUPPORT FENCE ALONG BOUNDARY.

WOODEN

STAKE

FABRIC FILTER

BARRIER

WIRE REINFORCED

STAKED & TRENCHED

SILT FENCE (TYPICAL)

EXISTING

GROUND

RUN-OFF WATER

WITH SEDIMENT

COMPACTED SOIL

TO PREVENT PIPING

SYNTHETIC SOCKS STAKED WITH STAKES

PLACED A MAXIMUM 10' APART

SYNTHETIC SOCK DROPINLET SEDIMENT FILTER

STAKE & FILTER FABRICBURIAL DETAIL

DOUBLE ROWSTAKED SILT FENCE

2.

3.

N.T.S.

TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

PLATE 1.06b

N.T.S.

ELEVATION

1.

6

'

4"

24"

N.T.S.

S

L

O

P

E

4'

4'

BMP 1.06 SILT FENCE

N.T.S.

SEDIMENT FENCE DETAIL

SEDIMENTATION / EROSION CONTROL DETAIL

GRATE INLET

4"

PLAN

SOCK TIES

12"

N.T.S.

1.

NOTE:

2.

(TYPICAL FOR ALL GRATE INLETS)

ANCHORING SOCKSPROFILE

SOD DROP INLET PROTECTION

NOTES:

A

PLAN

B

A

B

A

ELEVATION

POINTS A SHOULD BE

HIGHER THAN POINT B

A

PROPER PLACEMENT OF SYNTHETIC SOCK BARRIERIN A DRAINAGE WAY

SINGLE ROW OF SYNTHETIC SOCKS TO BE PLACED

PRIOR TO THE START OF ROUGH GRADING

SECURELY BOUND SOCKS REQUIRED FOR

DURABILITY

2" x 2" STAKES 12"

INTO GROUND

SYNTHETIC SOCK

STAKED DOWN

4-12" WIDE STRIPS OF TALL FESCUE SOD

ON EACH SIDE OF THE DROP INLET.

COMPACTED FILL OVER TOE

OF FABRIC BURIED 4" DEEP

SHEET FLOW

(TYPICAL)

POINTS A SHOULD

BE HIGHER THAN

POINT B

THE ENTRANCE SHALL BE MAINTAINED IN A

CONDITION THAT WILL PREVENT TRACKING OR

FLOWING OF SEDIMENT ONTO PUBLIC

RIGHT-OF-WAY. THIS MAY REQUIRE TOP DRESSING,

REPAIR AND/OR CLEAN OUT OF ANY MEASURES

USED TO TRAP SEDIMENT.

WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO

ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.

WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN

AREA STABILIZED WITH CRUSHED STONE THAT DRAINS

INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE

SOURCE: VIRGINIA DIVISION OF SOIL AND WATER CONSERVATION

SOURCE: Va SWCC

PLATE 1.01a

TEMPORARY SYNTHETICSOCK SEDIMENT BARRIER

PROPER PLACEMENT OF A FILTERBARRIER IN A DRAINAGE WAY

AFTER THE CONTRIBUTING DRAINAGE AREA

HAS BEEN PERMANENETLY STABILIZED, THE

BLOCK AND GRAVEL STRUCTURE WILL BE

REMOVED AND PERMANENT SOD LAID

AROUND THE DROP INLET.

W

I

D

T

H

A

S

R

E

Q

U

I

R

E

D

FILTER FABRIC

30' R

. (T

YP

.)

LIMEROCK BASE

P

A

V

E

D

P

U

B

L

I

C

R

O

A

D

2 % O

R GREATER

50' M

IN

IM

U

M

6" M

IN

.

STRUCTURAL COURSE

2" SP-12.5

2 %

SLO

PE

O

R G

REA

TER

EXISTING

PAVED ROADW

AY

F.D.O.T. # 1 COARSE

AGGREGATE

WATER SUPPLY TO

WASH WHEELS IF

NECESSARY

DIVERSION RIDGE

REQUIRED WHERE GRADE

EXCEEDS 2 % OR GREATER

F.D.O.T. # 1 COARSE

AGGREGATE

FILTER FABRIC

UNDERLAYMENT

(FULL UNDERCOVER)

1

2

'

M

I

N

I

M

U

M

PUBLIC ROW

ASPHALTIC CONCRETE

STRUCTURAL COURSE

2" SP-12.5

ASPHALTIC CONCRETE

SINGLE ROW SILT FENCE SHALL BE ERECTED

AS SHOWN BEFORE COMMENCEMENT AND

UNTIL END OF CONSTRUCTION.

SINGLE ROW SILT FENCE SHALL BE ERECTED

AS SHOWN BEFORE COMMENCEMENT AND

UNTIL END OF CONSTRUCTION.