johnson engineering, inc. tallahassee fort myers, …

GULF

OF

MEXICO

LEE COUNTY

COLLIER COUNTY

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

RE

VIS

IO

NS

NO

. D

ES

CR

IP

TIO

N D

AT

E

JOHNSON ENGINEERING, INC.

2122 JOHNSON STREET

P.O. BOX 1550

FORT MYERS, FLORIDA 33902-1550

PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN

01

TALLAHASSEE

CHIPLEY

PANAMA CITY

KEY WEST

SARASOTA

FT MYERS

FT. PIERCE

DAYTONA BEACH

ST AUGUSTINE

GAINESVILLE

OCALA

BARTOW

TAMPA

ORLANDO

DELAND

LAKE CITYJACKSONVILLE

LAKEOKEECHOBEE

WEST PALM BEACH

FT. LAUDERDALE

PENSACOLA

LOCATION MAP

DESIGN CONSULTANT

CONSTRUCTION PLANSWASTEWATER PUMP STATION

REPAIR AND RENOVATIONPUMP STATION 312.27

COLLIER COUNTY UTILITIES

COLLIER COUNTY, FLORIDA

Cover

Wa

ste

wa

te

r P

um

p S

ta

tio

n

Re

pa

ir a

nd

R

en

ova

tio

n

Pu

mp

S

ta

tio

n 3

12

.2

7

Co

llie

r C

ou

nty, F

lo

rid

a

VICINITY MAP

*SEE PLAN SHEET NOTES AND ELECTRICAL PLAN

SHEET MATRIX ON SHEET 02 - Notes & Legends

ELEVATIONS REFERENCE NAVD 1988.

CONVERSION TO NGVD 1929 IS:

NAVD1988 + 1.28 = NGVD 1929

Sheet List Table

Sheet Number Sheet Title

01 Cover

02

Notes & Legends

Site Plan

03

Existing

04 Demolition

05

Proposed

06

Offsite Improvements

Collier County Utility Detail: Pump Station Details

D-01 1 of 2

D-02 2 of 2

Electrical Plans

E-01

Electrical Improvements

ISSUED FOR CONSTURCTION

RE

VIS

IO

N P

ER

S

DP

I R

EV

IE

WE

R C

OM

ME

NT

S

1

1

1

2

3

RE

VIS

IO

N P

ER

S

DP

I R

EV

IE

WE

R C

OM

ME

NT

S

02

03/24/21

BID

A

DD

EN

DU

M #2

03

06/02/21

03/24/21

01

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

RE

VIS

IO

NS

NO

. D

ES

CR

IP

TIO

N D

AT

E


2122 JOHNSON STREET

P.O. BOX 1550


PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN

02

ABBREVIATIONS

COLLIER COUNTY UTILITIES STANDARD DETAIL NOTES: Notes & Legends

Wa

ste

wa

te

r P

um

p S

ta

tio

n

Re

pa

ir a

nd

R

en

ova

tio

n

Pu

mp

S

ta

tio

n 3

12

.2

7

Co

llie

r C

ou

nty, F

lo

rid

a

VICINITY MAP

PS 312.27

SEE SHEETS 03-05

EAGLE

FLAMINGO

GOLDFINCH

BOB WHITE

IBIS

LAY LN.

SU

NS

HIN

E B

LV

D.

S

U

N

S

H

I

N

E

B

L

V

D

.

LE

E B

UT

TS

B

LV

D.

BECK BLVD.

E

V

E

R

G

L

A

D

E

S

P

K

W

Y

(T

O

L

L

R

O

A

D

)

E

V

E

R

G

L

A

D

E

S

P

K

W

Y

W

H

IT

E

L

A

K

E

B

L

V

D

.



NAVD1988 + 1.28 = NGVD 1929

OFF SITE VALVE IMPROVEMENT

SEE SHEET 06

GENERAL NOTES:

1. ALL ELEVATIONS REFER TO NORTH AMERICA VERTICAL DATUM (N.A.V.D.) OF 1988. CONVERSION FROM N.A.V.D. TO N.G.V.D. FOR THIS

AREA, + 1.28 FT.

2. VEHICULAR AND PEDESTRIAN TRAFFIC SHALL BE MAINTAINED DURING CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT A VEHICULAR

AND PEDESTRIAN MOT PLAN.

3. ALL COLLIER COUNTY UTILITY DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS (UTILITY STANDARDS) ARE APPLICABLE TO

PROJECT AND ARE MADE A PART OF THE CONTRACT DOCUMENTS BY REFERENCE TO CURRENT 2015 COUNTY UTILITIES STANDARDS. IN

THE EVENT OF CONFLICT BETWEEN THE COUNTY UTILITIES STANDARD MANUAL AND THESE SPECIFICATIONS AND DRAWINGS, THE

MORE STRINGENT REQUIREMENT SHALL APPLY.

4. THE LOCATIONS OF EXISTING UTILITIES AND STORM SEWERS SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM RECORD DRAWINGS AND

FIELD INFORMATION AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXACT LOCATION

PRIOR TO CONSTRUCTION AND PROVIDE IN WRITING ANY DISCREPANCIES TO THE ENGINEER.

5. IT IS THE CONTRACTOR'S RESPONSIBILITY DURING CONSTRUCTION TO PROTECT ANY EXISTING UTILITIES.

6. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY OWNERS PRIOR TO THE BEGINNING OF CONSTRUCTION AND COORDINATE WITH

UTILITY OWNERS DURING CONSTRUCTION.

7. EXISTING FACILITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN WHAT EXISTED PRIOR TO COMMENCING

CONSTRUCTION, AT NO ADDITIONAL COST TO OWNER.

8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPLACE ANY EXISTING LANDSCAPING (I.E. SOD, BUSHES, TREES, PAVERS, ETC.),

SPRINKLER PIPING, SPRINKLER HEADS AND FENCING THAT MAY HAVE BEEN REMOVED OR HAS BEEN DAMAGED DURING CONSTRUCTION.

CONTRACTOR TO REPLACE OR REPAIR ANY DAMAGED PROPERTY OR IMPROVEMENTS TO A CONDITION EQUAL TO OR BETTER THAN

EXISTED PRIOR TO CONSTRUCTION.

9. ALL DRIVEWAYS, SIDEWALK, AND OTHER EXISTING FACILITIES, UTILITIES, AND IMPROVEMENTS SHALL BE RESTORED EQUAL TO

PRE-CONSTRUCTION CONDITIONS OR BETTER AND TO THE SATISFACTION OF THE OWNER.

10. ANY PROPERTY CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING

DISTURBED THE CONTRACTOR SHALL PROPERLY REFERENCE ITS LOCATION TO BE RESET BY THE CONTRACTOR'S FLORIDA LICENSED

SURVEYOR, ANY SURVEY MONUMENTS AND PRIVATE PROPERTY CORNER DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED

BY THE CONTRACTOR AT HIS OWN COST.

11. THE CONTRACTOR IS REQUIRED TO ADJUST ALL VALVE BOXES, MANHOLE RIMS, GRATES, ETC. AS NECESSARY TO MATCH PROPOSED

GRADES.

12. DAMAGE TO EXISTING UTILITIES AND PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED AT CONTRACTOR

EXPENSE.

13. THE CONTRACTOR SHALL PROVIDE 72 HOURS WRITTEN NOTICE TO THE ENGINEER OF RECORD, OWNER'S CEI REPRESENTATIVE, AND

COLLIER COUNTY PROJECT MANAGER PRIOR TO THE FOLLOWING ACTIVITIES:

a. COMMENCEMENT

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

c. TESTING AND COMMISSIONING OF BYPASS PUMP SYSTEM

d. TEMPORARY AND PERMANENT FORCEMAIN PRESSURE TESTS

e. PUMP STATION START-UP

14. THE CONTRACTOR SHALL NOTIFY COLLIER COUNTY UTILITIES DEPARTMENT AT LEAST THREE FULL WORK DAYS IN ADVANCE OF ALL

PLANNED SERVICE INTERRUPTIONS, AND RECEIVE COUNTY PROJECT MANAGER'S APPROVAL BEFORE PROCEEDING WITH PLANNED

INTERRUPTIONS.

15. SHOP DRAWINGS FOR ANY EQUIPMENT AND MATERIAL MUST BE APPROVED PRIOR TO FABRICATION AND INSTALLATION.

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

17. 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.

18. CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO THE ENGINEER OF RECORD AND CEI REPRESENTATIVE.

19. CONTRACTOR WILL BE RESPONSIBLE FOR STORING ALL MATERIALS FOR THE PROJECT INCLUDING ALL MATERIALS PURCHASED BY

COLLIER COUNTY IN SECURE STORAGE AREA.

20. 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.

21. CONTRACTOR WILL BE EXPECTED TO PROVIDE A TWO (2) WEEK LOOK AHEAD FOR ALL CONSTRUCTION ACTIVITIES AND ATTEND WEEKLY

OR BI-WEEKLY MEETINGS AT THE COUNTY'S DISCRETION.

22. CONTRACTOR SHALL NOT LEAVE TRENCHES OR HOLES OPEN OVERNIGHT OR OVER WEEKENDS.

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

REGULATIONS.

24. WORK AREAS ARE TO BE CLEANED ON A DAILY BASIS.

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

26. ACCESS ONTO EXISTING STREETS AND DRIVES SHALL BE MAINTAINED TO LOCAL TRAFFIC AND PROPERTY OWNERS, RESPECTIVELY.

CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES ON PUBLIC OR PRIVATE ROADWAYS.

27. THE CONTRACTOR SHALL FURNISH TO THE ENGINEER RECORD DRAWINGS CERTIFIED BY A FLORIDA LICENSED LAND SURVEYOR AND

MAPPER. THE INFORMATION SHALL DEPICT THE AS-BUILT LOCATION OF ALL IMPROVEMENTS, INCLUDING, BUT NOT LIMITED TO, CONDUITS,

PIPING, CONCRETE PAD LIMITS AND DIMENSIONS, BOLLARD POSTS, PANEL LIMITS AND DIMENSIONS, GRAVEL AND SOD LIMITS, EQUIPMENT

LIMITS AND DIMENSIONS, WIRING DIAGRAMS, ETC.

Site Plan

Existing

Wa

ste

wa

te

r P

um

p S

ta

tio

n

Re

pa

ir a

nd

R

en

ova

tio

n

Pu

mp

S

ta

tio

n 3

12

.2

7

Co

llie

r C

ou

nty, F

lo

rid

a

03

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

RE

VIS

IO

NS

NO

. D

ES

CR

IP

TIO

N D

AT

E


2122 JOHNSON STREET

P.O. BOX 1550


PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN

PICTURE #1 PICTURE #2 PICTURE #3

PICTURE #4 PICTURE #5 PICTURE #6

PICTURE #7

PICTURE #8

PICTURE #9 PICTURE #10

PICTURE #11 PICTURE #12

P

IC

#

1

P

IC

#2

P

IC

#

3

P

IC

#8

PIC

#4

P

IC

#5

P

IC

#6

PIC

#7

P

I

C

#

1

0

P

IC

#

1

1

P

I

C

#

1

2

S

U

N

R

IS

E

B

L

V

D

.

GOLDFITCH



NAVD1988 + 1.28 = NGVD 1929

1

RE

VIS

IO

N P

ER

S

DP

I R

EV

IE

WE

R C

OM

ME

NT

S01

03/24/21

1

1

Wa

ste

wa

te

r P

um

p S

ta

tio

n

Re

pa

ir a

nd

R

en

ova

tio

n

Pu

mp

S

ta

tio

n 3

12

.2

7

Co

llie

r C

ou

nty, F

lo

rid

a

04

Site Plan

Demolition

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

RE

VIS

IO

NS

NO

. D

ES

CR

IP

TIO

N D

AT

E


2122 JOHNSON STREET

P.O. BOX 1550


PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN

DEMOLITION NOTES:

1. CONTRACTOR TO DEMOLISH, REMOVE, AND DISPOSE OF HOOKS, SUBMERSIBLE PUMPS,

RAILS, DISCHARGE RISER PIPES, VALVE VAULT, VAULT PIPING AND VALVES, CHAINS AND

OTHER MISC. WET WELL COMPONENTS.

2. SAW CUT EXISTING CONCRETE PAD AND REMOVE PORTION SOUTH OF WET WELL. SAW

CUT TO HAVE TOOLED EDGE.

3. WET WELL TOP, HATCHES, PVC VENT PIPE, AND VERTICAL WET WELL CYLINDRICAL

SECTIONS TO REMAIN.

4. CONTROL PANEL AND ENCLOSURES TO REMAIN.

5. CONTRACTOR TO MAINTAIN WASTEWATER SERVICE VIA BYPASS PUMPING DURING ALL

DEMOLITION AND CONSTRUCTION.

6. CONTRACTOR SHALL REPLACE AND RESTORE ANY LANDSCAPE OR HARDSCAPE

DISTURBED DURING CONSTRUCTION.



NAVD1988 + 1.28 = NGVD 1929

2.50'

1

RE

VIS

IO

N P

ER

S

DP

I R

EV

IE

WE

R C

OM

ME

NT

S01

03/24/21

1

1

Wa

ste

wa

te

r P

um

p S

ta

tio

n

Re

pa

ir a

nd

R

en

ova

tio

n

Pu

mp

S

ta

tio

n 3

12

.2

7

Co

llie

r C

ou

nty, F

lo

rid

a

05

Site Plan

Proposed

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

RE

VIS

IO

NS

NO

. D

ES

CR

IP

TIO

N D

AT

E


2122 JOHNSON STREET

P.O. BOX 1550


PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN

PUMP STATION IMPROVEMENT NOTES:

1. PUMP STATION TO BE CONSTRUCTED PER THE CURRENT COLLIER

COUNTY UTILITIES DESIGN STANDARDS AND DETAILS.

2. ALL ABOVE GROUND PIPING TO BE HDPE DR 11 DIPS.

3. FUSION LOG SHALL BE PROVIDED FOR EVERY JOINT. SEE

TECHNICAL SPECIFICATIONS FOR JOINT FUSION LOG

REQUIREMENTS.

4. ABOVE GROUND CHECK VALVES AND PLUG VALVES TO BE PAINTED

GREEN.

5. BELOW GROUND VALVE CAPS TO BE PAINTED GREEN.

6. CONCRETE VALVE PADS FOR BELOW GROUND VALVES TO HAVE

TAGS PER CURRENT COUNTY STANDARDS.

7. SEE ELECTRICAL SHEETS FOR ELECTRICAL IMPROVEMENTS

8. NO FENCE OR GATE IS PROPOSED.

9. WET WELL FLOOR SHALL BE LEVEL AND FLAT USING WET WELL

PROTECTIVE LINER.

10. H-TECH ARV REQUIRED.

11. SEE OFF SITE IMPROVEMENTS SHEET 06.

BYPASS PUMPING NOTES:

1. CONTRACTOR TO PROVIDE BYPASS PUMPING WHILE PUMP

STATION IS OFF LINE.

2. CONTRACTOR MAY UTILIZE EXISTING MANHOLE FOR BYPASS

PUMPING.

3. REQUIRED CAPACITY FOR BYPASS PUMPING IS APPROXIMATELY

175 GPM @ 56 FT, NAVD HGL.

4. CONTRACTOR TO INSTALL PUMP OUT CONNECTION DOWNSTREAM

OF VALVE VAULT FOR BYPASS PUMPING.

SEE SHEETS D-01-D-02 FOR

PUMP STATION 312.27 DETAILS

PUMP NOTES:

1. CONTRACTOR TO FURNISH AND INSTALL FLYGT NP 3085 WITH AN

ADAPTIVE 255 IMPELLER 4-HP 230V 3-PHASE SUBMERSIBLE

WASTEWATER PUMP AND ASSOCIATED HARDWARE AND

ACCESSORIES.

*THE ELECTRICAL SERVICE TO THE CONTROL PANEL IS 1-PHASE AND

USES VFDS TO CONVERT TO 3-PHASE POWER. SEE ELECTRICAL

SHEETS.

PUMP NO. PUMP #1

EXISTING OR PROPOSED

PUMP MANUFACTURER

PUMP MODEL NO.

IMPELLER NO.

DESIGN PUMP HEAD

DESIGN PUMP RATE

DESIGN PUMP SPEED

PUMP POWER

PUMP VOLTAGE

PUMP PHASE

DISCHARGE SIZE

PUMP #2

(FT)

(GPM)

(RPM)

(HP)

(VOLTS)

(PH)

(IN)

PUMP INFORMATION

PROPOSED

FLYGT

NP 3085

ADAPTIVE 255

52

175

3395

4

230

3*

3

STATION INFORMATION

4

4

8

6

11.77

11.35

4.83

4.83

4.33

3.83

2.05

RISER PIPE DIAMETER

(IN)

PIPE DIAMETER AFTER RISER

WET WELL WALL THICKNESS

DIAMETER OF WET WELL (ID) (FT)

LEAD PUMP ON EL

HIGH WATER EL

PUMP OFF EL

LAG PUMP EL

TOP OF WET WELL EL

BOTTOM OF WET WELL EL

GRAVITY SEWER INVERT EL

BOTTOM OF CONTROL PANEL EL

(FT, NAVD)

(FT, NAVD)

(FT, NAVD)

(FT, NAVD)

(FT, NAVD)

(FT, NAVD)

(FT, NAVD)

(IN)

(IN)

0.55

(FT, NAVD)

8WET WELL TOP THICKNESS

(IN)



NAVD1988 + 1.28 = NGVD 1929

PROPOSED

FLYGT

NP 3085

ADAPTIVE 255

52

175

3395

4

230

3*

3

(EXISTING)

(EXISTING)

(EXISTING)

(EXISTING)

(EXISTING)

(EXISTING, ASSUMED)

CONTRACTOR TO

INSTALL PROTECTIVE LINER ON

MANHOLE INTERIOR SURFACE

CONTRACTOR TO

INSTALL PROTECTIVE LINER ON

WETWELL INTERIOR SURFACE.

WET WELL FLOOR TO BE MADE

LEVEL AND FLAT.

PROPOSED

ACCESS DRIVEWAY

11' RADIUS

PROPOSED

ACCESS DRIVEWAY

11' RADIUS

8.00'

26.74'

28.00'

PROPOSED

5 L.F. OF 4" FM - PVC C900 DR18

(BELOW GROUND)

PROPOSED

ACCESS DRIVEWAY

8' WIDE ASPHALT

PUMP STATION REHABILITATION

PER STANDARD DETAILS.

SEE SHEETS D-01 & D-02

NO. OF POLES 2 2

4" HDPE SUCTION PIPE

CORED INTO TOP OF

WET WELL LID

4" HDPE MJ-FLANGE ADAPTOR

4" STAINLESS STEEL QUICK

CONNECTION COUPLING

4" PLUG VALVE

CONNECT TO EX. 4" PVC FORCE MAIN

PROPOSED

ACCESS DRIVEWAY

27.1' ALONG EXISTING EOP

UTILITY DEVIATION

OBTAINED

1

RE

VIS

IO

N P

ER

S

DP

I R

EV

IE

WE

R C

OM

ME

NT

S01

03/24/21

1

1

Wa

ste

wa

te

r P

um

p S

ta

tio

n

Re

pa

ir a

nd

R

en

ova

tio

n

Pu

mp

S

ta

tio

n 3

12

.2

7

Co

llie

r C

ou

nty, F

lo

rid

a

06

Site Plan

Offsite Improvements

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

RE

VIS

IO

NS

NO

. D

ES

CR

IP

TIO

N D

AT

E


2122 JOHNSON STREET

P.O. BOX 1550


PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN

SEE SHEETS D-01-D-02 FOR

PUMP STATION 312.27 DETAILS



NAVD1988 + 1.28 = NGVD 1929

PS 312.27

SEE SHEETS 03-05

GOLDFINCH

BOB WHIT

E

SU

NS

HIN

E B

LV

D.

S

U

N

S

H

I

N

E

B

L

V

D

.

LE

E B

UT

TS

B

LV

D.

BECK BLVD.

EXISTING 4" PLUG VALVE

(NOT WORKING)

CONTRACTOR TO

INSTALL NEW 4" PLUG VALVE

ON EXISTING 4" FORCE MAIN

IN EXISTING GRASSY AREA

EDCBA

PIPE

301817

1

1

1

1

7

7

7

7

7

1

4 3/163

4 13/16

5 7/16

8 7/16

6 15/16

3

3

3

3

4

5

6

10

8

* ALL DIMENSIONS IN INCHES.

312 9 15/16

MINSIZE MAX

STEEL PLATE

1/2" 316 SS THICK SQUARE

1/4"

B

A

C

PROCESS PIPE

1" NON-SHRINK GROUT

(TYP OF 4)

LEVELING NUTS

ANCHORS WITH

5/8" 316 SST WEDGE

GRADE (DIMENSION "E")

REQUIRED PIPE

PIPE CUT TO MEET

SCHEDULE 40 316 SS

1/4" NEOPRENE PAD

316 SST U-BOLT

NOTES:

1. PIPE SUPPORT HEIGHT TO BE ADJUSTABLE.

2. SEE PLANS AND SECTIONS FOR PIPE GRADE

REQUIREMENT (DIMENSION "E").

3. PIPE SUPPORT TO BE COMPATIBLE WITH HDPE PIPE.

4. ALL MATERIALS AND HARDWARE TO BE 316 SS.

CONSTRUCT 18" x 18" x 6" CONC BASE WITH # 4

REINFORCING STEEL @ 5" OCEW IF SUPPORT IS

NOT LOCATED ON AN EXISTING SLAB.

STANCHION 316 SS

SADDLE

3018

3018

3018

3018

3018

E

D

SLATS

DETAIL

NOTE:

COLOR OF THE SLATS SHALL BE

GREEN OR BLACK TO MATCH VINYL

COATED PARTS

2"

GRADE

3000 PSI CONCRETE

TURNBUCKLE

TRUSS BARS

3/8" ROUND

BARS

STRETCHER

TOP RAIL

MIN

. 6'-0"

3'-0"

6" 6"

10'-0" TO CENTER (MAX)

CORNER

POST

GALV. POST CAP

SPACING

14" MAX.

#9 GALV. CLIPS

1'-0"

316 SS TENSION WIRE

LINE POST

12" O.C.

316 SS #9 TIE WIRES

STRETCHER

BARS

TRUSS BARS

AS REQUIRED

GALV. POST CAP

3" ±1"

ONE PIECE TRACK

AND TOP RAIL

ROLLER GUIDE

8.625" OD

(SCHDEULE 40 PIPE)

POST CAP

4'-0"

2"

2.0"

2.0"

2"

4'-0"

8.625" OD GALV.

STEEL POST

(SCHEDEULE 40 PIPE)

3'-0"

1'-0"

316 SS #9 TIE WIRES

12" O.C.

ASSEMBLY

GALV. STEEL POSTS

GRADE

ROLLER GUIDE

ASSEMBLY

FABRIC

NOTES:

1. ALL FENCING COMPONENTS SHALL BE VINYL COATED

GREEN OR BLACK AS APPLICABLE.

NOTES:

1. ALL FENCING COMPONENTS

SHALL BE VINYL COATED GREEN

OR BLACK AS APPLICABLE.

D-01

Collier County Utility

Pump Station Details

1 of 2

Wa

ste

wa

te

r P

um

p S

ta

tio

n

Re

pa

ir a

nd

R

en

ova

tio

n

Pu

mp

S

ta

tio

n 3

12

.2

7

Co

llie

r C

ou

nty, F

lo

rid

a

D-01

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

RE

VIS

IO

NS

NO

. D

ES

CR

IP

TIO

N D

AT

E


2122 JOHNSON STREET

P.O. BOX 1550


PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN



NAVD1988 + 1.28 = NGVD 1929

NOTES:

1. DETAIL WW-7 IS INTENDED FOR NEW PUMP STATION

CONSTRUCTION AND NOT ALL ITEMS WILL APPLY TO

THIS PROJECT.

2. WHERE CONFLICTS ARISE BETWEEN SHEETS 05

AND D-01, SHEET 05 WILL HOLD PRECEDENCE.

3. CONTRACTOR TO NOTIFY ENGINEER IN WRITING OF

ANY CONFLICTS OR DISCREPANCIES PRIOR TO

PERFORMING THAT WORK.

xxxxxxxxxxxxxxxxxxxxxxxxxxxx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xx

xxxxxxxxxxxxxxxxxx

Wa

ste

wa

te

r P

um

p S

ta

tio

n

Re

pa

ir a

nd

R

en

ova

tio

n

Pu

mp

S

ta

tio

n 3

12

.2

7

Co

llie

r C

ou

nty, F

lo

rid

a

D-02

Collier County Utility

Pump Station Details

2 of 2

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

RE

VIS

IO

NS

NO

. D

ES

CR

IP

TIO

N D

AT

E


2122 JOHNSON STREET

P.O. BOX 1550


PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN



NAVD1988 + 1.28 = NGVD 1929

2

RE

VIS

IO

N P

ER

S

DP

I R

EV

IE

WE

R C

OM

ME

NT

S

02

03/24/21

2

Electrical Plans

Electrical

Improvements

Wastew

ater Pum

p Station

Repair and Renovation

Pum

p Station 312.27

Collier County, Florida

E-01

DATE:

PROJECT NO.

FILE NO.

SCALE:

SHEET NUMBER

REVISIO

NS

NO

. D

ESCRIPTIO

N D

ATE


2122 JOHNSON STREET

P.O. BOX 1550


PHONE: (239) 334-0046

FAX: (239) 334-3661

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

APRIL 05, 2021

20203066-001

01-50-26

AS SHOWN

Electrical Improvement Notes:

1. Remove the (2) existing 3 HP Motortronics VFDs in the existing

pump control panel and furnish to County Wastewater Collections

staff.

2. Furnish and install (2) LSIS S100 MODEL 0040 EMC TYPE 7.5HP,

230V, 3-Phase VFDs.

3. A minimum vertical clearance of 4" shall be provided on the top and

bottom of the VFDs.

4. Contractor to adjust other components, if necessary, to maintain

appropriate clearance.

5. The existing electrical service, pump control panel, main breaker,

and VFD input breakers to remain.

Existing (2) 3 HP VFDs to be removed and furnish to Collier County Wastewater Collections staff.

Proposed (2) 7.5 HP VFDs to be installed in same location. Existing components to be adjusted, if necessary, to maintain required clearance.

3

BID

AD

DEN

DU

M #

2

03

06/02/21

johnson engineering, inc. tallahassee fort myers, …

Documents