25-8380_-_Exhibit_M_-_IQ_Main_Plans_S&S_R1.pdf

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TALLAHASSEE

CHIPLEY

PANAMA CITY

KEY WEST

SARASOTA

FT MYERS

FT. PIERCE

DAYTONA BEACH

ST AUGUSTINE

GAINESVILLE

OCALA

BARTOW

TAMPA

ORLANDO

DELAND

LAKE CITY

JACKSONVILLE

LAKE

OKEECHOBEE

WEST PALM BEACH

FT. LAUDERDALE

PENSACOLA

LOCATION MAP

CONSTRUCTION PLANS

PINE RIDGE ROAD & I-75

IQ MAIN RELOCATION

COLLIER COUNTY PUBLIC UTILITIES

COLLIER COUNTY, FLORIDA

Construction Plans Cover

PROJECT COORDINATION NOTES:

1. THESE UTILITY ADJUSTMENTS ARE REQUIRED TO

ACCOMMODATE THE PINE RIDGE ROAD AND INTERSTATE

75 INTERCHANGE IMPROVEMENTS PROPOSED BY FDOT.

2. FDOT FINANCIAL PROJECT ID: 4452-96-1-52

3. THIS UTILITY ADJUSTMENT PROJECT IS ADMINISTERED BY

COLLIER COUNTY.

4. THE SELECTED CONTRACTOR FOR THE COLLIER COUNTY

UTILITY ADJUSTMENT PROJECT SHALL COORDINATE

WORK EFFORTS, SCHEDULES, ETC. WITH THE FDOT

PROJECT TEAM AND FDOT''S SELECTED CONTRACTOR(S).

DATE:

PROJECT NO.

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JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

DESIGN CONSULTANT

Sheet List Table Sheet Number Sheet Title

01 Cover 02 Notes & Legends 03 Key Map 04 Work By Others Map

Pine Ridge Road 05 Sta 118+50 to 123+50 06 Sta 123+50 to 128+50 07 Sta 128+50 to 133+50 08 Sta 133+50 to 138+50 09 Sta 138+50 to 143+50 10 Sta 143+50 to 148+50 11 Sta 148+50 to 153+50

Collier County Details D-01 1 of 2 D-02 2 of 2

FDOT Details D-03 1 of 1

BOARD OF COUNTY COMMISSIONERS

RICK LOCASTRO - COMMISSIONER - DISTRICT 1

CHRIS HALL - COMMISSIONER - DISTRICT 2

BURT L. SAUNDERS - CHAIRMAN - DISTRICT 3

DAN KOWAL - VICE CHAIRMAN - DISTRICT 4

WILLIAM L. MCDANIEL, JR. - COMMISSIONER - DISTRICT 5

BID PLANS

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Construction Plans Notes & Legends

MH-1

SYMBOLS

A

MM

M

UTILITY LINETYPES

PROPOSEDEXISTING

IRR

FM

WM

RW

SS

PR. 8'' WM

PR. 8'' FM

PR. 8'' IRR

PR. 8'' IQ

PR. 8'' RW

PR. 8'' SS

RU

PR. 8'' RU

IQ

ABBREVIATIONS

ASPHALT DRIVE

CONCRETE DRIVE

BRICK DRIVE ROADWAY

ROADWAY TRENCH

ASPH. SIDEWALK

CONCRETE DRIVE

PAINTED OR STAMPED BRICK SIDEWALK

CONC. SIDEWALK

GRAVEL/DIRT DRIVE

RESTORATION LEGEND

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DATE:

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FILE NO.

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SHEET NUMBER

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JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

COLLIER COUNTY PUBLIC UTILITIES STANDARD DETAIL NOTES:

ALL REFERENCES TO COLLIER COUNTY PUBLIC UTILITIES STANDARD DETAILS ARE FROM

THE 2018 COLLIER COUNTY UTILITIES OPERATION AND MAINTENANCE MANUAL. THESE

STANDARD DETAILS WERE PREPARED BY OR AT THE DIRECTION OF COLLIER COUNTY

AND WERE FURNISHED TO JOHNSON ENGINEERING, LLC.

THE DESIGN STANDARDS REFERENCED WITHIN THIS PLAN SET HAVE BEEN

INCORPORATED HEREIN VERBATIM AS SET FORTH WITHIN THE ABOVE REFERENCED

COLLIER COUNTY OPERATION AND MAINTENANCE MANUAL.

PRINTING AND PLOTTING NOTE:

PRINTING FULL SIZE OR 22"X34" PLANS:

· 22"X34" PLANS ARE MEANT TO BE PLOTTED AT 20 SCALE.

(SEE INDIVIDUAL SCALE BARS ON EACH SHEET FOR DEVIATIONS)

· WHEN PRINTING FULL SIZE PLANS (22"X34") MAKE SURE THE PROPER SIZE PAPER IS

USED, FAILURE TO DO SO WILL RESULT IN PLANS THAT ARE NOT TO SCALE.

· WHEN PRINTING 22"X34" PDF'S FROM ADOBE SELECT "ACTUAL SIZE" & "CHOOSE PAPER

SOURCE BY PDF PAGE SIZE"

PRINTING 1/2 SIZE OR 11"X17" PLANS:

· 11"X17" PLANS ARE MEANT TO BE PLOTTED AT 40 SCALE.

(SEE INDIVIDUAL SCALE BARS ON EACH SHEET FOR DEVIATIONS)

· WHEN PRINTING 1/2 SIZE PLANS (11"X17") MAKE SURE THE PROPER SIZE PAPER IS

USED, FAILURE TO DO SO WILL RESULT IN PLANS THAT ARE NOT TO SCALE.

· WHEN PRINTING 11"X17" PDF'S FROM ADOBE SELECT "ACTUAL SIZE" & "CHOOSE PAPER

SOURCE BY PDF PAGE SIZE"

PUBLIC UTILITIES DIVISION 5N-RELIABILITY ENGINEERING & OPERATIONS REQUIREMENTS

THE CONTRACTOR'S SPECIAL ATTENTION IS NEEDED TO ASSURE COMPLIANCE WITH THE

COLLIER COUNTY PUBLIC UTILITIES FIVE NS. THESE RELATE TO ALL COUNTY UTILITIES

FACILITIES INCLUDING, BUT NOT LIMITED TO, WATER AND WASTEWATER TREATMENT

FACILITIES; RAW WATER PUMPING AND TRANSMISSION FACILITIES; POTABLE WATER

STORAGE, TRANSMISSION, AND DISTRIBUTION FACILITIES; WASTEWATER COLLECTION,

TRANSMISSION, AND PUMPING FACILITIES; IRRIGATION QUALITY WATER STORAGE,

PUMPING, TRANSMISSION, AND DISTRIBUTION SYSTEMS; AND SOLID WASTE TRANSFER

STATION AND LANDFILL FACILITIES. ANY DEVIATION TO THESE REQUIREMENTS SHALL BE

REVIEWED AND CONSIDERED ON A CASE-BY-CASE BASIS BY UTILITY AND OTHER COUNTY

STAFF.

THE FIVE NS ARE:

1. NO OFFSITE ODOR AT ANY TIME. (24 HOURS PER DAY, 7 DAYS PER WEEK, 365 DAYS

PER YEAR)

2. NO SANITARY SEWER OVERFLOWS (SSOS-SPILLS). (7 DAYS PER WEEK, 365 DAYS PER

YEAR)

3. NO FUGITIVE DUST EMISSIONS (7 DAYS PER WEEK, 365 DAYS PER YEAR).

4. NO OFFSITE NOISES, ALL SOUND EMISSION SHALL BE MITIGATED PRIOR TO FENCE

LINE PER LAND DEVELOPMENT CODE. (7 DAYS PER WEEK, 365 DAYS PER YEAR)

5. NO OFFSITE LIGHT EMISSION, ALL LIGHT EMISSIONS SHALL BE MITIGATED PRIOR TO

FENCE LINE PER LAND DEVELOPMENT CODE.

19. X

20. CLEARING AND GRUBBING SHALL BE LIMITED TO THE RIGHT-OF-WAY ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ALL AREAS DISTURBED BY THEIR WORK. ALL DISTURBED AREAS SHALL BE SODDED TO MATCH EXISTING CONDITIONS WITH SOD SET NO MORE THAN ½" BELOW ADJACENT DRIVEWAYS. WHERE NEW SOD IS INSTALLED, THE YARD OR AREA WILL FIRST BE EVALUATED BY CONTRACTOR, PROJECT CEI INSPECTOR, AND COLLIER COUNTY REPRESENTATIVE TO DETERMINE THE PERCENTAGE OF COVERAGE AND SPECIES OF SOD INSTALLED IN THE SUBJECT LAWN. (SEE PRECONSTRUCTION ASSESSMENT FORM). IF THE EXISTING LAWN OR AREA HAS 50% OR GREATER MAJORITY OF ONE SPECIFIC SOD SPECIES, THEN THAT SPECIES WILL BE REINSTALLED IN DISTURBED AREAS. IF THERE IS ANY QUESTION CONCERNING SOD TYPE TO BE USED, THE CONTRACTOR SHALL COORDINATE WITH COUNTY AND/OR PROPERTY OWNER.

NEWLY INSTALLED SOD SHALL BE WATERED UNTIL ESTABLISHED/ROOTED. IF SOD IS REQUIRED TO BE REINSTALLED DURING THE COURSE OF CONSTRUCTION FOR WHATEVER REASON, CONTRACTOR SHALL BE REQUIRED TO WATER

REINSTALLED SECTIONS UNTIL THEY ARE ESTABLISHED/ROOTED.

21. AFTER SUBSTANTIAL COMPLETION AND PRIOR TO FINAL COMPLETION, THE CONTRACTOR SHALL ACCURATELY RECORD AND PLOT THE LOCATIONS AND DEPTHS OF ALL IMPROVEMENTS INSTALLED ON A FINAL SET OF RECORD DRAWINGS WHICH SHALL BE DELIVERED TO THE ENGINEER OF RECORD, CEI REPRESENTATIVE, AND COLLIER COUNTY.

22. SURVEY LAYOUT AND RECORD DRAWINGS ARE TO BE PERFORMED BY A FLORIDA LICENSED LAND SURVEYOR PROVIDED BY THE CONTRACTOR AND SHALL INCLUDE PROPERTY CORNERS AND RIGHT-OF-WAY LINES. ALL ELEVATIONS MUST REFER TO N.A.V.D 88. AS-BUILTS/RECORD DRAWINGS SHALL INCLUDE VALVE MANUFACTURER, SIZE, & MODEL NUMBER. IN ADDITION TO THE SURVEYED RECORD DRAWINGS, THE CONTRACTOR SHALL PROVIDE THE ENGINEER A COMPLETE SET OF REDLINES

DEPICTING ALL CHANGES MADE TO THE CONTRACT DRAWINGS.

23. CONTRACTOR SHALL STAKE THE LOCATION OF EACH PROPERTY CORNER AT THE RIGHT-OF-WAY LINE ALONG THE ENTIRE PROJECT WITHIN 10 DAYS OF NTP AND MAINTAIN THE STAKES THROUGHOUT THE DURATION OF THE PROJECT.

24. CONTRACTORS WILL BE RESPONSIBLE FOR STORING ALL MATERIALS FOR THE PROJECT, INCLUDING ALL MATERIALS PURCHASED BY COLLIER COUNTY IN A SECURED, FENCED IN STORAGE AREA. CONTRACTOR IS TO PROVIDE LEASE AGREEMENT WITH PROPERTY OWNER, RIGHT -OF-WAY PERMITS, AND TEMPORARY USE PERMITS TO THE ENGINEER AND COUNTY WITHIN TEN (10) DAYS OF THE ISSUED NOTICE TO PROCEED. NO MATERIAL MAY BE STORED WITHIN THE RIGHT-OF-WAY UNLESS APPROVED IN WRITING. ALL MATERIAL STORED SHALL BE COVERED, PER THE MANUFACTURER'S

RECOMMENDATIONS AND COUNTY SPECIFICATIONS.

25. ALL STORAGE LOTS USED FOR THE PROJECT MUST BE MAINTAINED DAILY INCLUDING, BUT NOT LIMITED TO; MOWING AND WEEDING, LITTER REMOVAL, FENCE AND SCREEN REPAIR AS NEEDED, DAILY SWEEPING AND DUST CONTROL, AND PERMIT

RENEWAL AS REQUIRED.

26. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING UTILITY SERVICE AT ALL TIMES DURING CONSTRUCTION WITHIN THE PROJECT LIMITS. THIS INCLUDES HAVING A SUPPLY OF REPAIR MATERIALS ONSITE THAT MATCHES EXISTING IN THE EVENT

OF A BREAK.

27. CONTRACTOR MUST PROVIDE A TWO (2) WEEK LOOK AHEAD FOR ALL CONSTRUCTION ACTIVITIES EVERY TWO (2) WEEKS AND ATTEND ALL MEETINGS AT THE COUNTY'S DISCRETION. ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE AN

UPDATED, COMPLETE PROJECT GANTT SCHEDULE WITH EVERY MONTHLY PAY APPLICATION.

28. CONTRACTOR SHALL NOT LEAVE TRENCHES OR HOLES OPEN OVER NIGHT OR OVER WEEKENDS/HOLIDAYS.

29. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFFSITE IN ACCORDANCE WITH

APPLICABLE REGULATIONS.

30. WORK AREAS ARE TO BE CLEANED ON A DAILY BASIS INCLUDING, BUT NOT LIMITED TO LITTER COLLECTION, TO SWEEPING STREETS AND DAILY WATERING. (TO BE COMPLETED THROUGHOUT THE WORKDAY AS NEEDED), INCLUDING LOT STORAGE

AREAS.

31. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING RIGHT-OF-WAY, TREE REMOVAL, AND DEWATERING PERMITS.

32. ALL CONTRACTORS AND REPRESENTATIVES ON-SITE MUST HAVE COLLIER COUNTY CONTRACTOR IDENTIFICATION BADGES

ON THEIR PERSON, CLEARLY DISPLAYED, AT ALL TIMES.

33. AT THE CONCLUSION OF EACH WORKDAY, CONTRACTOR TO ENSURE ALL ROADS AND DRIVEWAYS ARE RETURNED TO AN

OPERABLE MANNER.

GENERAL NOTES:

1. ALL ELEVATIONS REFER TO NORTH AMERICA VERTICAL DATUM OF 1988 (NAVD88).

CONVERSION FROM NAVD88 TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29) IS AS FOLLOWS:

NAVD88 + 1.26 = NGVD29.

2. ALL WORK WITHIN THE FDOT RIGHT OF WAY SHALL COMPLY WITH THE LATEST EDITION OF THE FDOT STANDARDS PLANS

AND SPECIFICATIONS.

3. THE CONTRACTOR SHALL POTHOLE TO LOCATE (HORIZONTALLY AND VERTICALLY) ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND PROVIDE IN WRITING ANY DISCREPANCIES TO THE COUNTY. EXTREME CAUTION TO BE USED WHEN EXCAVATING, AS NUMBER AND LOCATION OF EXISTING UTILITIES ARE BASED ON RECORD INFORMATION THAT

HAS NOT BEEN FIELD VERIFIED.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY DURING CONSTRUCTION TO PROTECT ANY EXISTING UTILITIES. DAMAGE TO EXISTING UTILITIES AND PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL

COST TO THE COUNTY.

5. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY OWNERS PRIOR TO THE BEGINNING OF CONSTRUCTION AND COORDINATE WITH ALL UTILITY OWNERS IN THE AREA PRIOR TO AND DURING CONSTRUCTION. THE UTILITY OWNERS

INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING:

6. EXISTING FACILITIES INCLUDING DRIVEWAYS, SIDEWALKS, UTILITIES AND OTHER EXISTING FACILITIES SHALL BE RESTORED TO A CONDITION EQUAL OR BETTER THAN WHAT EXISTED PRIOR TO COMMENCING CONSTRUCTION, AT NO ADDITIONAL

COST TO THE OWNER, TO THE SATISFACTION OF THE COUNTY.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE/REPAIR ANY EXISTING LANDSCAPING/PRIVATE IMPROVEMENTS WITHIN THE R/W, E.G. SOD, BUSHES, AND TREES, SPRINKLER PIPING, SPRINKLER HEADS, IRRIGATION SYSTEMS, AND FENCING THAT MAY HAVE BEEN DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COSTS TO THE OWNER.

CONTRACTOR TO REPLACE OR REPAIR DAMAGED PROPERTY OR IMPROVEMENTS TO A CONDITION EQUAL TO OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL TEMPORARILY CONNECT IRRIGATION COMPONENTS DURING CONSTRUCTION TO ENSURE IRRIGATION SYSTEMS CONTINUED USE DURING CONSTRUCTION.

8. ANY SURVEY MONUMENTS INCLUDING PROPERTY CORNERS WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE PROTECTED. IF A MONUMENT IS IN DANGER OF BEING DISTURBED, THE CONTRACTOR SHALL PROPERLY REFERENCE ITS LOCATION AND RESET THE MONUMENT AS REQUIRED BY THE CONTRACTOR'S FLORIDA LICENSED SURVEYOR, AT NO

ADDITIONAL COST TO THE OWNER.

9. THE CONTRACTOR IS REQUIRED TO ADJUST ALL VALVE BOXES, MANHOLE RIMS, GRATES, ETC. AS NECESSARY TO MATCH PROPOSED GRADES. PAVEMENT AROUND VALVES, MANHOLES, AND METER BOXES SHALL BE FLUSH WITH ACCESS TO ALL UTILITIES MAINTAINED AT ALL TIMES. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK AS THE COST IS

INCIDENTAL TO THE COST OF CONSTRUCTION.

10. CONTRACTOR SHALL RELOCATE OR ADJUST MAILBOXES, MANHOLES, VALVES, GRATES, SIGNS, ETC. IN CONFLICT WITH THE PROPOSED CONSTRUCTION AND SHALL REPAIR, ADJUST, AND/OR REPLACE ITEM AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. MAILBOXES REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE AT A MINIMUM TEMPORARILY REINSTALLED AND/OR REPLACED PER FDOT STANDARD INDEX NO. 532 OR TO MATCH THE PRECONSTRUCTION CONDITION AS APPROVED BY THE OWNER. TEMPORARILY REPLACED AND/OR REINSTALLED MAILBOX SHALL BE INSTALLED PER USPS GUIDELINES (41-45" ABOVE GRADE TO BOTTOM OF MAILBOX WITH THE FRONT OF THE MAILBOX 6-8" FROM THE EDGE OF

PAVEMENT).

11. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER OF ANY ENCROACHMENT ONTO PRIVATE PROPERTY A

MINIMUM OF 14 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

12. THE CONTRACTOR SHALL NOTIFY COLLIER COUNTY UTILITIES DEPARTMENT AT LEAST 10 CALENDAR DAYS IN ADVANCE OF ALL PLANNED SERVICE INTERRUPTIONS & REQUESTS FOR VALVE OPERATION AND RECEIVE COUNTY PROJECT MANAGER'S APPROVAL BEFORE PROCEEDING WITH PLANNED INTERRUPTIONS. ONLY COUNTY EMPLOYEES ARE PERMITTED TO

OPERATE VALVES.

13. THE CONTRACTOR SHALL PROVIDE A 10 DAY WRITTEN NOTICE TO THE ENGINEER OF RECORD, OWNER'S CEI REPRESENTATIVE, AND COLLIER COUNTY PROJECT MANAGER PRIOR TO THE FOLLOWING ACTIVITIES:

a. COMMENCEMENT OF CONSTRUCTION

b. CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, AND RESIDENT SUPERINTENDENT

c. HOT TAPS

d. PRESSURE TESTS

e. CHLORINATION OF WATER MAINS

f. FLUSHING

g. BACTERIOLOGICAL SAMPLING

h. FINAL CONNECTION OF NEW MAINS

i. BEGINNING AC PIPE REMOVAL

j. FINAL ABANDONMENT OF EXISTING MAINS

k. WATER SERVICE AND WATER METER SWITCH OVER

l. BACKFLOW DEVICE INSTALLATION

m. TESTING OF BYPASS PUMP STATION

n. INFILTRATION/EXFILTRATION TESTS

o. LAMPING OF SEWER LINE

p. TELEVISION VIDEO TAPING OF SEWER LINES

14. CONTRACTOR TO PROVIDE SILT FENCE, STACKED SYNTHETIC BALES AND OTHER APPROPRIATE MEASURES TO AFFECT THE FILTRATION OF SURFACE WATER FLOWS AND TO PROVIDE EROSION PROTECTION DURING CONSTRUCTION ACTIVITIES.

PROTECTION IS TO BE MAINTAINED DURING THE CONSTRUCTION PERIOD UNTIL DISTURBED SOILS HAVE BEEN STABILIZED

WITH GRASS OR SUITABLE EROSION PROTECTION TREATMENT.

15. EXISTING OFF-SITE DRAINAGE PATTERNS SHALL BE MAINTAINED DURING CONSTRUCTION.

16. SHOP DRAWINGS FOR ANY EQUIPMENT AND MATERIAL MUST BE APPROVED BY EOR AND COLLIER COUNTY PRIOR TO

FABRICATION AND INSTALLATION.

17. CONTRACTOR SHALL RETAIN, ON THE WORK SITE, COPIES OF ALL PERMITS NECESSARY FOR CONSTRUCTION.

18. CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER OF RECORD AND COUNTY PROJECT MANAGER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS. ALL PROPOSED AND APPROVED DEVIATIONS

SHALL BE AT NO ADDITIONAL COST TO THE COUNTY.

19. CONTRACTOR SHALL REPORT ALL FIELD CHANGES TO THE ENGINEER OF RECORD, CEI REPRESENTATIVE, AND COUNTY

PROJECT MANAGER WITHIN 24 HOURS.

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Construction Plans Key Map

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SHEET 06

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SHEET 07

STA 128+50 TO 133+50

SHEET 08

STA 133+50 TO 138+50

SHEET 09

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SHEET 10

STA 143+50 TO 148+50

SHEET 11

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JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

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Construction Plans Work By Others Map

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SHEET 07

STA 128+50 TO 133+50

SHEET 08

STA 133+50 TO 138+50

SHEET 09

STA 138+50 TO 143+50

SHEET 10

STA 143+50 TO 148+50

SHEET 11

STA 148+50 TO 153+50

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2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

WORK BY OTHERS LEGEND

PROPOSED ROADWAY

PROPOSED DRAINAGE

PROPOSED POND

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118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50

A

A

C C

B B

A

20" IQ - 45° VERT BEND

20" IQ - GATE VALVE

20" IQ - 45° HOR BEND

CONNECT TO EX. 20" IQ MAIN

WITH 20" IQ - 45° BEND (ROLLED)

20" IQ - PVC DR1820" IQ - PVC DR18

20" IQ - PVC DR18

AIR RELEASE VALVE

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4'Pine Ridge Road Sta: 118+50 to Sta: 123+50

-3

-2

-1

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118+50 119+00 119+50 120+00 120+50 121+00 121+50 122+00 122+50 123+00 123+50

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4' Cross Section A-A

0+00 0+50

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4' Cross Section C-C

0+00 0+50

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4' Cross Section B-B

0+00 0+50

EXISTING GROUND

OVER PROPOSED PIPE

36" MIN. COVER

RESTRAIN EX. 20" PVC IQ MAIN WITH

MJ RESTRAINTS FOR GATE VALVES

36" MIN.

COVER

36" MIN.

COVER

EXISTING GRADE

EXISTING GRADE

A

36" MIN.

COVER

EXISTING GRADE

COORDINATE WITH UTILITY

POLE OWNER TO HOLD AND

SUPPORT UTILITY POLE DURING

IQ MAIN INSTALLATION

20" IQ - PVC DR18

20" IQ - PVC DR18

20" IQ - PVC DR18

20" IQ - PVC DR18

20" IQ - PVC DR18

CONNECT TO EX. 20" IQ MAIN

WITH 20" IQ - 45° BEND (ROLLED)

20" IQ - GATE VALVE

20" IQ - 45° HOR BEND

20" IQ - 45° VERT BEND

AIR RELEASE VALVE

Construction Plans Pine Ridge Road

Sta 118+50 to 123+50

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RESTRAIN EX. 20" PVC IQ MAIN WITH

MJ RESTRAINTS FOR GATE VALVES

DEMO EX. VALVE BOX, CONCRETE

COLLAR, AND BURY VALVE

RETIRE AND GROUT IN PLACE

EX 20" PVC IQ MAIN

COORDINATE WITH UTILITY POLE OWNER

TO HOLD AND SUPPORT UTILITY POLE

DURING IQ MAIN INSTALLATION.

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2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

WORK BY OTHERS LEGEND

PROPOSED ROADWAY

PROPOSED DRAINAGE

PROPOSED POND

RETIRE AND GROUT NOTES:

1. GROUT POINTS TO BE LOCATED

BY THE CONTRACTOR DURING

CONSTRUCTION.

2. GROUT POINTS SHALL BE

LOCATED AT INTERVALS TO

ENSURE GROUT IS PUMPED TO

COMPLETELY FILL THE ENTIRE

20" IQ MAIN FOR

ABANDONMENT.

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D

EN

D U

M

- F

D O

T

PE

R M

IT

C

O M

M

EN

TS

123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50

A

DIRECTIONAL DRILL

ENTRY / EXIT LOCATION

STA.=125+89.56, OFFSET=-123.32

LD

D D

AIR RELEASE VALVE

24" IQ - 11.25 VERT BEND (HDD)

20"X24" IQ - REDUCER

20" IQ - GATE VALVE WITH

LEAK DETECTION DEVICE

24" IQ - HDPE DR7

20" IQ - PVC DR18

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4'Pine Ridge Road Sta: 123+50 to Sta: 128+50

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

123+50 124+00 124+50 125+00 125+50 126+00 126+50 127+00 127+50 128+00 128+50

A

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4' Cross Section D-D

0+00 0+50

EXISTING GROUND

OVER PROPOSED PIPE

36" MIN. COVER

DIRECTIONAL DRILL INFO:

· 24" IQ - HDPE DR7

· 2,321 L.F. ENTRY TO EXIT DISTANCE

· 8° ENTRY / EXIT ANGLE

· 1,500' VERTICAL RADIUS (NON-COMPOUND)

· 4,000' HORIZONTAL RADIUS (NON-COMPOUND)

· 50' MIN DEPTH UNDER I-75 TRAVEL LANES

· 30' DEPTH UNDER EXISTING ON / OFF RAMPS

· 15' MIN DEPTH UNDER CANAL BOTTOM

· 120,000 LBS MAX PULL BACK FORCE

· PIPE BALLAST MUST BE USED DURING PULL BACK

36" MIN. COVER

1'

EXISTING GROUND

OVER PROPOSED PIPE

24" IQ - HDPE DR7

20" IQ - PVC DR18

24" IQ - HDPE DR7

20" IQ - PVC DR18

AIR RELEASE VALVE

24" IQ - 11.25 VERT BEND (HDD)

20"X24" IQ - REDUCER

20" IQ - GATE VALVE WITH

LEAK DETECTION DEVICE

Construction Plans Pine Ridge Road

Sta 123+50 to 128+50

M

AT

C H

LI

N

E

SE

E

SH

EE

T

M

AT

C H

LI

N

E

SE

E

SH

EE

T

Pi ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

PINE RIDGE RDRETIRE AND GROUT IN PLACE

EX 20" PVC IQ MAIN

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

WORK BY OTHERS LEGEND

PROPOSED ROADWAY

PROPOSED DRAINAGE

PROPOSED POND

RETIRE AND GROUT NOTES:

1. GROUT POINTS TO BE LOCATED

BY THE CONTRACTOR DURING

CONSTRUCTION.

2. GROUT POINTS SHALL BE

LOCATED AT INTERVALS TO

ENSURE GROUT IS PUMPED TO

COMPLETELY FILL THE ENTIRE

20" IQ MAIN FOR

ABANDONMENT.

EX 36" CASING

(TO REMAIN)

/1 0/

AD

D

EN

D U

M

- F

D O

T

PE

R M

IT

C

O M

M

EN

TS

128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50

24" IQ - HDPE DR7

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4'Pine Ridge Road Sta: 128+50 to Sta: 133+50

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

128+50 129+00 129+50 130+00 130+50 131+00 131+50 132+00 132+50 133+00 133+50

EXISTING GROUND

OVER PROPOSED PIPE

EXISTING OFF RAMP

(SOUTH BOUND)

.9

' D

ES

IG

N

D

EP

TH

.8

' D

ES

IG

N

D

EP

TH

DIRECTIONAL DRILL INFO:

· 24" IQ - HDPE DR7

· 2,321 L.F. ENTRY TO EXIT DISTANCE

· 8° ENTRY / EXIT ANGLE

· 1,500' VERTICAL RADIUS (NON-COMPOUND)

· 4,000' HORIZONTAL RADIUS (NON-COMPOUND)

· 50' MIN DEPTH UNDER I-75 TRAVEL LANES

· 30' DEPTH UNDER EXISTING ON / OFF RAMPS

· 15' MIN DEPTH UNDER CANAL BOTTOM

· 120,000 LBS MAX PULL BACK FORCE

· PIPE BALLAST MUST BE USED DURING PULL BACK

APPROX. PROPOSED GRADE

OFF RAMP (SOUTH BOUND)

(BY OTHERS)

APPROX. PROPOSED GRADE

OFF RAMP (SOUTH BOUND)

(BY OTHERS)

18" RCP

(BY OTHERS)

24" IQ - HDPE DR7

Construction Plans Pine Ridge Road

Sta 128+50 to 133+50

M

AT

C H

LI

N

E

SE

E

SH

EE

T

M

AT

C H

LI

N

E

SE

E

SH

EE

T

Pi ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

PINE RIDGE RD

I-7

O

FF

-R

AM

P

RETIRE AND GROUT IN PLACE

EX 20" PVC IQ MAIN

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

WORK BY OTHERS LEGEND

PROPOSED ROADWAY

PROPOSED DRAINAGE

PROPOSED POND

RETIRE AND GROUT NOTES:

1. GROUT POINTS TO BE LOCATED

BY THE CONTRACTOR DURING

CONSTRUCTION.

2. GROUT POINTS SHALL BE

LOCATED AT INTERVALS TO

ENSURE GROUT IS PUMPED TO

COMPLETELY FILL THE ENTIRE

20" IQ MAIN FOR

ABANDONMENT.

/1 0/

AD

D

EN

D U

M

- F

D O

T

PE

R M

IT

C

O M

M

EN

TS

JJ

133+50 134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50

24" IQ - HDPE DR7

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4'Pine Ridge Road Sta: 133+50 to Sta: 138+50

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

133+50 134+00 134+50 135+00 135+50 136+00 136+50 137+00 137+50 138+00 138+50

EXISTING GROUND

OVER PROPOSED PIPE

EXISTING GROUND

OVER PROPOSED PIPE

.3

' D

ES

IG

N

D

EP

TH

.5

' D

ES

IG

N

D

EP

TH

' D

ES

IG

N D

EP

TH

FR

O

M T

O P

O F

R O

AD

W

AY

O

F I-7

' D

ES

IG

N D

EP

TH

FR

O

M T

O P

O F

R O

AD

W

AY

O

F I-7

DIRECTIONAL DRILL INFO:

· 24" IQ - HDPE DR7

· 2,321 L.F. ENTRY TO EXIT DISTANCE

· 8° ENTRY / EXIT ANGLE

· 1,500' VERTICAL RADIUS (NON-COMPOUND)

· 4,000' HORIZONTAL RADIUS (NON-COMPOUND)

· 50' MIN DEPTH UNDER I-75 TRAVEL LANES

· 30' DEPTH UNDER EXISTING ON / OFF RAMPS

· 15' MIN DEPTH UNDER CANAL BOTTOM

· 120,000 LBS MAX PULL BACK FORCE

· PIPE BALLAST MUST BE USED DURING PULL BACK

24" IQ - HDPE DR7

Construction Plans Pine Ridge Road

Sta 133+50 to 138+50

M

AT

C H

LI

N

E

SE

E

SH

EE

T

M

AT

C H

LI

N

E

SE

E

SH

EE

T

Pi ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

PINE RIDGE RD

I-7

I-7

RETIRE AND GROUT IN PLACE

EX 20" PVC IQ MAIN

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

WORK BY OTHERS LEGEND

PROPOSED ROADWAY

PROPOSED DRAINAGE

PROPOSED POND

RETIRE AND GROUT NOTES:

1. GROUT POINTS TO BE LOCATED

BY THE CONTRACTOR DURING

CONSTRUCTION.

2. GROUT POINTS SHALL BE

LOCATED AT INTERVALS TO

ENSURE GROUT IS PUMPED TO

COMPLETELY FILL THE ENTIRE

20" IQ MAIN FOR

ABANDONMENT.

/1 0/

AD

D

EN

D U

M

- F

D O

T

PE

R M

IT

C

O M

M

EN

TS

138+50 139+00 139+50 140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50

24" IQ - HDPE DR7

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4'Pine Ridge Road Sta: 138+50 to Sta: 143+50

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

138+50 139+00 139+50 140+00 140+50 141+00 141+50 142+00 142+50 143+00 143+50

EXISTING GROUND

OVER PROPOSED PIPE

EXISTING ON RAMP

(NORTH BOUND)

EXISTING ON RAMP

(NORTH BOUND)

.1

' D

ES

IG

N

D

EP

TH

.8

' D

ES

IG

N

D

EP

TH

.6

' D

ES

IG

N

D

EP

TH

.0

' D

ES

IG

N

D

EP

TH

DIRECTIONAL DRILL INFO:

· 24" IQ - HDPE DR7

· 2,321 L.F. ENTRY TO EXIT DISTANCE

· 8° ENTRY / EXIT ANGLE

· 1,500' VERTICAL RADIUS (NON-COMPOUND)

· 4,000' HORIZONTAL RADIUS (NON-COMPOUND)

· 50' MIN DEPTH UNDER I-75 TRAVEL LANES

· 30' DEPTH UNDER EXISTING ON / OFF RAMPS

· 15' MIN DEPTH UNDER CANAL BOTTOM

· 120,000 LBS MAX PULL BACK FORCE

· PIPE BALLAST MUST BE USED DURING PULL BACK

APPROX. PROPOSED GRADE

ON RAMP (NORTH BOUND)

(BY OTHERS)

APPROX. PROPOSED GRADE

ON RAMP (NORTH BOUND)

(BY OTHERS)

18" R

CP

(BY OTHERS)

24" RCP

(BY OTHERS)

24" IQ - HDPE DR7

Construction Plans Pine Ridge Road

Sta 138+50 to 143+50

Pi ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

M

AT

C H

LI

N

E

SE

E

SH

EE

T

M

AT

C H

LI

N

E

SE

E

SH

EE

T

PINE RIDGE RD

I-75 O N

-R

AM

P

I-75 ON-RAMP

RETIRE AND GROUT IN PLACE

EX 20" PVC IQ MAIN

DEMO EX. VALVE BOX,

CONCRETE COLLAR, AND BURY VALVE

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

WORK BY OTHERS LEGEND

PROPOSED ROADWAY

PROPOSED DRAINAGE

PROPOSED POND

RETIRE AND GROUT NOTES:

1. GROUT POINTS TO BE LOCATED

BY THE CONTRACTOR DURING

CONSTRUCTION.

2. GROUT POINTS SHALL BE

LOCATED AT INTERVALS TO

ENSURE GROUT IS PUMPED TO

COMPLETELY FILL THE ENTIRE

20" IQ MAIN FOR

ABANDONMENT.

/1 0/

AD

D

EN

D U

M

- F

D O

T

PE

R M

IT

C

O M

M

EN

TS

143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50

E E

REMOVE EX. 20" IQ - PLUG AND

CONNECT TO EX. 20" IQ - VALVE

20" IQ - PVC DR18

24" IQ - HDPE DR724" IQ - HDPE DR7

24" IQ - HDPE DR7

SUB-AQUEOUS

WARNING SIGN

SUB-AQUEOUS

WARNING SIGN

DISCONNECT & PLUG

EX 20" TEE

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4'Pine Ridge Road Sta: 143+50 to Sta: 148+50

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

-19

-18

-17

-16

-15

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

143+50 144+00 144+50 145+00 145+50 146+00 146+50 147+00 147+50 148+00 148+50

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4' Cross Section E-E

-4

-3

-2

-1

-4

-3

-2

-1

0+00 0+50

DISCONNECT & PLUG

EX 20" TEE

EXISTING GROUND

OVER PROPOSED PIPE

EXISTING GROUND

OVER PROPOSED PIPE

.7

' D

ES

IG

N

D

EP

TH

BO

TT

O

M O

F C

AN

AL

.7

' D

ES

IG

N

D

EP

TH

BO

TT

O

M O

F

BO

X C

U

LV

ER

T

.2

' D

ES

IG

N

C

LE

AR

.7

' D

ES

IG

N

C

LE

AR

36" MIN. COVER

DIRECTIONAL DRILL INFO:

· 24" IQ - HDPE DR7

· 2,321 L.F. ENTRY TO EXIT DISTANCE

· 8° ENTRY / EXIT ANGLE

· 1,500' VERTICAL RADIUS (NON-COMPOUND)

· 4,000' HORIZONTAL RADIUS (NON-COMPOUND)

· 50' MIN DEPTH UNDER I-75 TRAVEL LANES

· 30' DEPTH UNDER EXISTING ON / OFF RAMPS

· 15' MIN DEPTH UNDER CANAL BOTTOM

· 120,000 LBS MAX PULL BACK FORCE

· PIPE BALLAST MUST BE USED DURING PULL BACK

SIGNSIGN

18" RCP

(BY OTERS)

18" RCP

(BY OTHERS)

EXISTING GRADE

36" MIN.

COVER

20" IQ - PVC DR18

24" IQ - HDPE DR7

20" IQ - PVC DR18

24" IQ - HDPE DR7

20" IQ - PVC DR18

24" IQ - HDPE DR7

REMOVE EX. 20" IQ - PLUG AND

CONNECT TO EX. 20" IQ - VALVE

SUB-AQUEOUS

WARNING SIGN SUB-AQUEOUS

WARNING SIGN

Construction Plans Pine Ridge Road

Sta 143+50 to 148+50

Pi ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

M

AT

C H

LI

N

E

SE

E

SH

EE

T

M

AT

C H

LI

N

E

SE

E

SH

EE

T

PINE RIDGE RD

I-75 ON-RAMP

I-7

C

AN

AL

RETIRE AND GROUT IN PLACE

EX 20" PVC IQ MAIN

RESTRAIN EX. 20" PVC IQ MAIN WITH

MJ RESTRAINTS FOR GATE VALVE

DEMO EX VALVE BOX, CONCRETE

COLLAR, AND BURY VALVE

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

WORK BY OTHERS LEGEND

PROPOSED ROADWAY

PROPOSED DRAINAGE

PROPOSED POND

RETIRE AND GROUT NOTES:

1. GROUT POINTS TO BE LOCATED

BY THE CONTRACTOR DURING

CONSTRUCTION.

2. GROUT POINTS SHALL BE

LOCATED AT INTERVALS TO

ENSURE GROUT IS PUMPED TO

COMPLETELY FILL THE ENTIRE

20" IQ MAIN FOR

ABANDONMENT.

EX 36" CASING

(TO REMAIN)

/1 0/

AD

D

EN

D U

M

- F

D O

T

PE

R M

IT

C

O M

M

EN

TS

146+00 146+50 147+00 147+50 148+00 148+50 149+00 149+50 150+00 150+50

DIRECTIONAL DRILL

ENTRY / EXIT LOCATION

STA.=149+09.78, OFFSET=-73.20

A

F F

E E

AIR RELEASE VALVE

20" IQ - 45° HOR BEND

20" IQ - 45° HOR BEND

20" IQ - GATE VALVE

24" IQ - 11.25 VERT BEND (HDD)

20"X24" IQ - REDUCER

20" IQ - TEE

20" IQ - GATE VALVE

REMOVE EX. 20" IQ - PLUG AND

CONNECT TO EX. 20" IQ - VALVE

20" IQ - PVC DR18

24" IQ - HDPE DR7

24" IQ - HDPE DR724" IQ - HDPE DR7 20" IQ - PVC DR18

SUB-AQUEOUS

WARNING SIGN 20" IQ - GATE VALVE (PLUGGED)

DISCONNECT & PLUG

EX 20" TEE

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4'Pine Ridge Road Sta: 147+00 to Sta: 149+20

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

147+00 147+50 148+00 148+50 149+00 149+20

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4'Pine Ridge Road Sta: 148+50 to Sta: 150+00

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

-14

-13

-12

-11

-10 -9

-8

-7

-6

-5

-4

-3

-2

-1

148+50 149+00 149+50 150+00

EXISTING GROUND

OVER PROPOSED PIPE

EXISTING GROUND

OVER PROPOSED PIPE

A

36" MIN. COVER 36" MIN. COVER

DIRECTIONAL DRILL INFO:

· 24" IQ - HDPE DR7

· 2,321 L.F. ENTRY TO EXIT DISTANCE

· 8° ENTRY / EXIT ANGLE

· 1,500' VERTICAL RADIUS (NON-COMPOUND)

· 4,000' HORIZONTAL RADIUS (NON-COMPOUND)

· 50' MIN DEPTH UNDER I-75 TRAVEL LANES

· 30' DEPTH UNDER EXISTING ON / OFF RAMPS

· 15' MIN DEPTH UNDER CANAL BOTTOM

· 120,000 LBS MAX PULL BACK FORCE

· PIPE BALLAST MUST BE USED DURING PULL BACK

EXISTING GRADE

20" IQ - PVC DR18

20" IQ - 45° HOR BEND

20" IQ - 45° HOR BEND

24" IQ - 11.25 VERT BEND (HDD)

20"X24" IQ - REDUCER

20" IQ - TEE

AIR RELEASE VALVE

20" IQ - GATE VALVE

REMOVE EX. 20" IQ - PLUG AND

CONNECT TO EX. 20" IQ - VALVE

20" IQ - GATE VALVE (PLUGGED)

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4' Cross Section E-E

-4

-3

-2

-1

-4

-3

-2

-1

0+00 0+50

EXISTING GRADE

36" MIN.

COVER

20" IQ - PVC DR18

24" IQ - HDPE DR7

Hor. Scale: 1" = 20' Vert. Scale: 1" = 4' Cross Section F-F

0+00 0+50

EXISTING GRADE

36" MIN.

COVER

20" IQ - PVC DR18

24" IQ - HDPE DR7

Construction Plans Pine Ridge Road

Sta 148+50 to 153+50

Pi ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

M

AT

C H

LI

N

E

SE

E

SH

EE

T

PINE RIDGE RD

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

WORK BY OTHERS LEGEND

PROPOSED ROADWAY

PROPOSED DRAINAGE

PROPOSED POND

RETIRE AND GROUT NOTES:

1. GROUT POINTS TO BE LOCATED

BY THE CONTRACTOR DURING

CONSTRUCTION.

2. GROUT POINTS SHALL BE

LOCATED AT INTERVALS TO

ENSURE GROUT IS PUMPED TO

COMPLETELY FILL THE ENTIRE

20" IQ MAIN FOR

ABANDONMENT.

/1 0/

AD

D

EN

D U

M

- F

D O

T

PE

R M

IT

C

O M

M

EN

TS1

ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

D-01MODIFIED

JULY 2024

SUBAQUEOUS WATER MAIN AND IQ MAIN

VALVE DETAIL

NTS

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

Construction Plans Collier County Details ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

D-02

DEMO CONCRETE COLLAR

REMOVE VALVE BOX AND EXTENSION

BURY VALVE

ABANDON AND REMOVE

AIR RELEASE VALVE ENCLOSURE

AND PIPE UP TO THE TAPPING SADDLE

MAY BE UTILIZED

FOR GROUT PORT

FOR IQ MAIN

MODIFIED

JULY 2024

CAUTION

COLLIER COUNTY

CROSSING XX'

UNDER CANAL

BOTTOM

12" WIDE

" T

AL

L

" B

O

TT

O M

O F

SI

G

N T

O G

R O

U N

D

" B U

R Y

D

EP

TH

2" TEXT

1.5" TEXT

GALVANIZED

U-CHANNEL POST

IRRIGATION WATER

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

Construction Plans Collier County Details

D-03 ne

R id ge R oa d

I-7

IQ

M ai n R el oc at io n C ol lie r C ou nt y, F lo rid a

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

R

EV

IS

IO

N S

N

C R

IP

TI

E

JOHNSON ENGINEERING, LLC.

2350 STANFORD COURT

NAPLES, FLORIDA 34112

PHONE: (239) 434-0333

E.R. #642 & L.B. #642

MARCH 27, 2025

20203067-044

07-49-26

AS SHOWN

6" THICK SIDEWALK

6" THICK SIDEWALK

6" 6"

6" 6"

6"

Construction Plans FDOT Details