Attachment 1 - Drawings DBEH 20-1563.pdf

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT

IDENTIFIED ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN

ORDER TO PERFORM THE CONTRACT WORK, LEAVE MATERIAL

UNDISTURBED AND IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

OTHER

NOT

VERIFIED

HAZARDOUS MATERIALS

SCALE:

LOCATION MAP

NONE

TRUE

NORTH

N

S

K

I

D

S

T

R

I

P

A

T

L

A

N

T

C

O

E

A

N

B

A

N

A

N

A

R

V

E

R

INDUSTRIAL

AREA

DBEH 20-1563

REPAIR LIFT STATIONS VARIOUS

CAPE CANAVERAL SPACE FORCE STATION

CAPE CANAVERAL, FLORIDA

PIER RD.

LS 55853

P

H

I L

L

I P

R

K

W

A

Y

C-105:

AREA 59

BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

A

P

P

R

O

V

E

D

C-103:

POSEIDON

LS 90404

LS 90405

C-104:

GREENHOUSE

LS 88928

C-101:

BLG & CHT DEMO

C-102:

BLG & CHT SITE

LS 79139

LS 79140

A

B

2 3

C

D

1 2 3

4 5 6

B

U I L

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

F

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A F

T R

A C

E S

T E

C H

N I C

A L

R

A N

G E

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d e s b r i t o

H

A

C J O

D H

A N

J K

O C

I

J

L O

N G

S H

O R

E

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

G

G-001

C O

V E

R

S

H E

E T

LS 55900

LS 88944

DEMO:

NEW:

DEMO:

NEW:

DRAWING INDEX

SHEET

NUMBER

SHEET TITLE REV

CIVIL

G-001 COVER SHEET

G-002 GENERAL NOTES AND LEGEND

C-001 CIVIL GENERAL NOTES

C-101 TRIDENT LS BLG 79140 & CHT 79139 - DEMOLITION PLAN

C-102 TRIDENT LS BLG 79140 AND CHT 79139 - SITE PLAN

C-103 POSEIDON LS BLG 90404 AND CHT 90405 - DEMOLITION AND SITE PLAN

C-104

C-105

GREENHOUSE LS 88928 - DEMOLITION & LS 88944 - SITE PLAN

AREA 59 LS 55853 - DEMOLITION AND SITE PLAN

C-501 CIVIL DETAILS 1

C-502 CIVIL DETAILS 2

C-503 CIVIL DETAILS 3

E-001 ELECTRICAL GENERAL NOTES

E-501 ELECTRICAL DETAILS 1

E-502 ELECTRICAL DETAILS 2

E-601 LIFT STATION WIRING DIAGRAM 1

E-602 LIFT STATION WIRING DIAGRAM 2

E-603 LIFT STATION WIRING DIAGRAM 3

E-604 LIFT STATION WIRING DIAGRAM 4

E-605 AC POWER DISTRIBUTION

E-606 DC POWER DISTRIBUTION

E-607 SCADAPACK WIRING DIAGRAM

E-608 PRESSURE SENSOR WIRING DIAGRAM

E-609 LIFT STATION CONTROL SCHEDULES & MATERIALS LIST

ELECTRICAL

GENERAL NOTES:

1. TO THE GREATEST EXTENT POSSIBLE, DEMOLITION WORK MUST OCCUR AFTER THE NEW SEWER LIFT

STATION SYSTEM IS PLACED INTO OPERATION TO MINIMIZE THE FREQUENCY AND DURATION OF SEWER

OUTAGES.

2. NEW ELECTRICAL SUPPLY AND CONTROL PANEL MUST BE INSTALLED AND VERIFIED OPERATIONAL

PRIOR TO ANY DEMOLITION TO MINIMIZE POWER OUTAGE DURING TRANSFER.

3. COORDINATE ALL UTILITY OUTAGES THROUGH THE CONTRACTING OFFICER. SUBMIT A PLAN AND BE

RESPONSIBLE FOR TEMPORARY PUMP STATION SEWAGE BYPASS AT EACH LIFT STATION TO SUPPORT

THE UTILITY TIE-IN CONNECTIONS AND TRANSFER SERVICE TO THE NEW LIFT STATION. ALL UTILITY

OUTAGE REQUESTS MUST INCLUDE ALTERNATIVE MEANS AND METHODS FOR COLLECTION AND

TRANSMISSION OF WASTE WATER.

4. REQUEST UTILITY LOCATES AND OBTAIN A CCSFS DIG PERMIT SF FORM 103 PRIOR TO CONSTRUCTION.

5. UNDERGROUND UTILITY LINES SHOWN WERE NOT LOCATED BY FIELD SURVEY, BUT ARE PROVIDED BY

GOV'T FOR INFORMATIONAL PURPOSES ONLY.

6. TEST EXISTING CONCRETE FOR ASBESTOS PER SPECIFICATION PRIOR TO IMPACTING CONCRETE FOR

ENVIRONMENTAL AND PERSONAL PROTECTION, TRANSPORTATION AND DISPOSAL OF STRUCTURES

SHOWN TO BE REMOVED OR DEMOLISHED.

7. COORDINATE WITH 45 CEIE PRIOR TO CONSTRUCTION ACTIVITIES FOR AN ENVIRONMENTAL SURVEY.

8. A REQUEST FOR FDEP WASTE WATER COLLECTION TRANSMISSION SYSTEM PERMIT CLEARANCE MUST

BE APPROVED PRIOR TO PLACING NEW LIFT STATIONS 55900, AND 88944 INTO OPERATION.

9. DURING DEMOLITION OF THE EXISTING LIFT STATIONS, THE EXISTING PUMPS, CONTROL PANEL, AND

ELECTRICAL EQUIPMENT AND ACCESSORIES THAT ARE TO BE REMOVED ARE THE PROPERTY OF THE

UNITED STATES GOVERNMENT. EXISTING EQUIPMENT WITH REMAINING USEFUL LIFE MAY BE KEPT FOR

SPARE PARTS. CONTACT THE CONTRACTING OFFICER PRIOR TO DISPOSAL. SUFFICIENTLY CLEAN AND

DISINFECT EQUIPMENT, IDENTIFIED TO BE SALVAGED, PRIOR TO TURNOVER TO THE CONTRACTING

OFFICER'S REPRESENTATIVE. DISPOSE AND/OR RECYCLE ALL OTHER EQUIPMENT NOT IDENTIFIED FOR

SALVAGE.

10. GREENHOUSE LS 88928 WILL BE REPLACED BY NEW FACILITY NUMBER LS 88944 AND AREA 59 LS 55853

WILL BE REPLACED BY NEW FACILITY NUMBER LS 55900.

11. ALL UNSURFACED AREAS DISTURBED BY GRADING, TRENCH OR EXCAVATION OPERATION MUST

RECEIVE THREE (3) INCHES OF TOP SOIL AND BE SODDED TO MATCH SURROUNDING AREA.

12. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING

UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS PROVIDED BY CCSFS. THE

INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL

THE APPROPRIATE UTILITIES COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST

EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR IS RESPONSIBLE TO RELOCATE ALL EXISTING

UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS.

ABBREVIATIONS:

LEGEND: BOLD NOTES NEW ITEMS

EXISTING ABANDON WATER

EXISTING FIRE WATER

EXISTING POTABLE WATER

EXISTING UG ELECTRIC

EXISTING AERIAL ELECTRIC

EXISTING COMMUNICATION

EXISTING SANITARY SEWER

EXISTING NATURAL GAS

EXISTING STORM DRAIN

PROPOSED SANITARY SEWER FORCE MAIN

E

E-OH

C

SS

NG

SD

FM

W

FW

AB/W EXISTING VALVE

EXISTING BACKFLOW PREVENTION

EXISTING FIRE HYDRANT

EXISTING COMMUNICATI0NS MANHOLE

EXISTING ELECTRIC MANHOLE

EXISTING SANITARY SEWER MANHOLE

EXISTING SANITARY SEWER CLEANOUT

EXISTING LIGHT POLE

EXISTING WET WELL VENT

EXISTING HOSE BIBB

EXISTING CONCRETE BOLLARD

EXISTING METAL BOLLARD

EXISTING LIFT STATION CONTROL PANEL

EXISTING CORROSION PROTECTION

NEW METAL BOLLARD

NEW CONCRETE ANCHORED METAL

BOLLARD

C

E

PROPOSED SILT FENCE

PROPOSED WATER W

EXISTING SANITARY SEWER FORCE MAIN FM

AIP AIP

SS

SM

S

PROPOSED SANITARY SEWER

V

EXISTING EFFLUENT

SF

EFF

EXISTING ABANDONED IN PLACE

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A F

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

C J O

D H

A N

J K

O C

I

J

L O

N G

S H

O R

E

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

G

G-002

G E

N E

R A

L

N

O T

G

E N

D

EXISTING BILGE

EXISTING COLECTION, HOLDING AND

TRANSFER

BLG

CHT

E-1

DETAIL BUBBLE

DETAIL REFERENCE NUMBER

SECTION DETAIL BUBBLE

DETAIL SHEET REFERENCE NUMBER

DETAIL PLAN REFERENCE NUMBER

DETAIL REFERENCE LETTER

DRAWING WHERE DETAIL IS SHOWN/REFERENCED

ASBESTOS CEMENT

AMERICAN CONCRETE INSTITUTE

AMERICAN SOCIETY FOR TESTING AND MATERIALS

APPROXIMATE

ARCHEOLOGICAL

AMERICAN WIRE GAUGE

AMERICAN WATER WORKS ASSOCIATION

BILGE

CAPE CANAVERAL SPACE FORCE STATION

COLLECTION, HOLDING AND TRANSFER

CAST IN PLACE

CLEAN OUT

COMMUNICATION

CONCRETE REINFORCEMENT STEEL INSTITUTE

COMPLEX

DUCTILE IRON

DOMESTIC

EDGE OF PAVEMENT

ENVIRONMENTAL RESOURCE PERMIT

ELECTRIC SERVICE PANEL

ELECTRIC TRANSFORMER

FUSION BONDED EPOXY

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

FLANGED END

FLANGED

FORCE MAIN

FIBERGLASS REINFORCEMENT POLYESTER

HOSE BIB

HIGH DENSITY POLYETHYLENE

HANGAR

HYDRANT STATION

INTEGRATE TRANSFER LAUNCH

LINEAR FEET

LIFT STATION

INDUSTRIAL

MAXIMUM

MINIMUM

MECHANICAL JOINT

MANHOLE

MISCELLANEOUS MANHOLE

METAL

NATIONAL ELECTRICAL CODE

NUMBER

NOTICE OF INTENT

NATIONAL FIRE PROTECTION ASSOCIATION

ON CENTER

ON CENTER EACH WAY

OPERATIONS

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

GALVANIZED RIGID STEEL CONDUIT

REMOTE TERMINAL UNIT

SCHEDULE

SPACE FORCE

SANITARY SEWER

SANITARY MANHOLE

SOUTHWEST

STORMWATER POLLUTION PREVENTION PLAN

SQUARE

SANITARY SEWER PIPE

TYPICAL

VALVE PIT

UNDERGROUND

WITH

WET WELL

WELDED WIRE FABRIC

AC

ACI

ASTM

APPROX.

ARCHEO.

AWG

AWWA

BLG

CCSFS

CHT

CIP

CO

COMM

CRSI

CX

DI

DOM.

EOP

ERP

ESP

ET

FBE

FDEP

FE

FL

FM

FRP

HB

HDPE

HGR

HS

ITL

LF

LS

IND.

MAX.

MIN.

MJ

MH

MMH

MTL.

NEC

NO.

NOI

NFPA

O.C.

O.C. E.W.

OPS

PVC

RCP

RSC

RTU

SCH

SF

SS

SSMH

SW

SWPPP

SQ.

SSx

TYP.

VP

UG

W/

WW

W.W.F.

LEGEND:

CP

SF SF SF SF SF SF SF SF SF SF SF SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

BLG

CHT

BL

G

BLG

BL

G

BLG

BLG

BLG

BLG

CHT

CHT CHT CHT CHT CHT

CHT

CHT

A

B

2 3

C

D

1 2 3

4 5 6

AS

B

U

IL

T D

AT

E:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

R

EV

IE

W

ED

B

Y:

D

AT

E:

4 5

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

AP

PR

SHEET

IDENTIFICATION

C

D

A

B

U

SS

F

TH

C

IV

IL

E N

G

IN

EE

R

S Q

U

AD

R O

N C

O N

TR

AC

T N

O

FA

-1

8- F-

TR

AC

ES

TE

C H

N

IC

AL

R

AN

G

E

AR

C H

IT

EC

T

EN

G

IN

EE

R

IN

G

SE

R

VI

C

ES

D

EL

IV

ER

Y N

O

Ne ls on En gi ne er in gCo rh od es b rit

AA

1/

/2

C .J

O D

H

AN

J.

KO

C I

J.

L

O N

G

SH

O R

E

-1

XX

XX

D

BE

H

0-

R

EP

AI

R

L

IF

T

ST

AT

IO

N V

AR

IO

U S

C C

SF

S, F L

N

EL

SO

N

EN

G

IN

EE

R

IN

G

1. PROVIDE, INSTALL AND MAINTAIN 170 LF OF SILT FENCE (APPROX.

LOCATION); REMOVE UPON COMPLETION. SEE SHEET C-503 FOR TYP.

SILT FENCE DETAIL.

2. DEMOLISH EXISTING CONCRETE SLAB BETWEEN WET WELL AND VALVE

PIT IN ITS ENTIRETY. EXISTING CONCRETE VALVE PIT AND WET WELL ARE

EXISTING TO REMAIN.

3. EXISTING SANITARY FORCE MAIN AND FE TO REMAIN. PROVIDE

TEMPORARY MEANS TO PREVENT DIRT AND DEBRIS FROM ENTERING

EXISTING SYSTEM.

4. CUT AND REMOVE ALL FORCE MAIN PIPES AND FITTINGS FROM INSIDE

VALVE PIT ABOVE EXISTING REMAINING FE AND FORCE MAIN.

5. SALVAGE EXISTING CONCRETE VALVE PIT METAL LIDS AND REMOVE

CONCRETE BOX TOP RIM SECTION.

6. REMOVE EXISTING TWO (2) INCH DRAIN LINE CONNECTING WET WELL

AND VALVE PIT.

7. REMOVE EXISTING SIX (6) INCH FORCE MAINS LOCATED BETWEEN WET

WELL AND VALVE PIT. GROUT SEAL EXISTING HOLES REMAINING IN WET

WELL AND VALVE PIT AFTER REMOVAL OF PIPING.

8. SAW CUT AND REMOVE APPROX. 70 SF OF EXISTING PAVEMENT IN ITS

ENTIRETY.

9. VERTICAL FM PIPE AND FE IN WET WELL TO REMAIN.

10. REMOVE 90 DEGREE BEND AND HORIZONTAL FM PIPE INSIDE OF WET

WELL. DO NOT TO DAMAGE WET WELL LINER.

11. PUMP GUIDES TO REMAIN. PERFORM CORROSION CONTROL AND

GREASE.

DEMOLITION FLAG NOTES:

TRIDENT LS - BLG 79140 AND CHT 79139 - DEMOLITION PLAN

1" = 5'SCALE:

N

5' 10'0

GRAPHICS SCALE: 1" - 5'

EXISTING COMM MH

EXISTING FIRE HYDRANT

HS-11-04

EXISTING LIGHT

POLE (TYP.)

EXISTING EOP

EXISTING EOP

10" PVC

4" PVC

6" PVC

12" PVC

6" PVC

2" PVC 6" PVC

EXISTING VENT

6" PVC 6" DI

6" DI

EXISTING SS CO

EXISTING

SS MH

2" PVC

6" PVC

EXISTING VENT

6" PVC 6" DI

6" DI

C-101

TR

ID

EN

T

LS

B

LG

C

H T

- D

EM

O

LI

TI

O N

P

LA

N

CHT LS 79139 - 90° BEND DEMO FACING SW

N

BLG LS 79140 - 90° BEND DEMO FACING WN

BLG & CHT SLAB DEMOLITION FACING NE

N

TYP. VALVE PIT PIPE DEMO FACING W

N

TYP. VALVE PIT LID/RIM DEMO FACING EN

METAL LID

CONCRETE

RIM

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

LG

B

LG

B

LG

C

H

T

C

H

T

C

H

T

C

H

T

C

H

T

C

H

T

CHT

F M

F M

F M

F M

F M

F

M

F

M

F

M

F

M

F

M

F

M

B L G

B L G

CHT CHT

EFF

F

M

F

M

E

F

F

F M

F

M

CP

SF SF SF SF SF SF SF SF SF SF SF

S F

S F

S F

S F

S F

S F

S F

S F

S F

S F

S F

SFSFSFSFSFSFSFSFSFSFSFSF

B

LG

B

LG

B

LG

C

H

T

C

H

T

C

H

T

C

H

T

C

H

T

C

H

T

CHT

F M

F M

F M

F M

F M

F

M

F

M

F

M

F

M

F

M

F

M

B L G

B L G

CHT CHT

CP

SF SF SF SF SF SF SF SF SF SF SF

S F

S F

S F

S F

S F

S F

S F

S F

S F

S F

S F

SFSFSFSFSFSFSFSFSFSFSFSF

..\..\..\Photos\3. Demo Photos\C-101\IMG_7868.JPG

POSEIDON LS - BLG 90404 & CHT 90405 - DEMOLITION PLAN

1" = 5'SCALE:

N

DEMOLITION FLAG NOTES:

1. PROVIDE, INSTALL AND MAINTAIN 220 LF OF SILT FENCE

(APPROX. LOCATION); REMOVE UPON COMPLETION. SEE

TYPICAL SILT FENCE DETAIL SHEET C-503.

2. DEMOLISH EXISTING CONCRETE SLAB BETWEEN WET WELL

AND VALVE PIT IN ITS ENTIRETY. EXISTING CONCRETE VALVE

PIT AND WET WELL ARE EXISTING TO REMAIN.

3. EXISTING SANITARY FORCE MAIN AND FE TO REMAIN.

PROVIDE TEMPORARY MEANS TO PREVENT DIRT AND DEBRIS

FROM ENTERING EXISTING SYSTEM.

4. CUT AND REMOVE ALL FORCE MAIN PIPES AND FITTINGS

FROM INSIDE VALVE PIT ABOVE EXISTING REMAINING FE AND

FORCE MAIN.

5. SALVAGE EXISTING CONCRETE VALVE PIT METAL LIDS AND

REMOVE CONCRETE BOX TOP RIM SECTION.

6. REMOVE EXISTING TWO (2) INCH DRAIN LINE CONNECTING

WET WELL AND VALVE PIT.

7. REMOVE EXISTING SIX (6) INCH FORCE MAINS LOCATED

BETWEEN WET WELL AND VALVE PIT.

8. VERTICAL FM PIPE AND FE IN WET WELL TO REMAIN.

9. REMOVE 90 DEGREE BEND AND HORIZONTAL FM PIPE INSIDE

WET WELL. DO NOT TO DAMAGE WET WELL LINER.

10. PUMP GUIDES TO REMAIN. PERFORM CORROSION CONTROL

AND GREASE.

CONSTRUCTION FLAG NOTES:

11. DURING NEW DISCHARGE PIPE TIE-IN CONSTRUCTION, PHASE

DISCHARGE PIPING TO MAINTAIN SERVICE OF ONE PUMP. AN

ALTERNATIVE BYPASS PLAN MAY BE CONSIDERED IN

ACCORDANCE WITH SHEET G-002, GENERAL NOTE 3.

12. EXISTING MOTOR CONTROL PANEL, JUNCTION BOX, DISCONNECT,

RTU, AND ANTENNA TO REMAIN.

13. EXISTING SIX (6) INCH FORCE MAIN TIE IN LOCATION.

14. CORE DRILL CONCRETE SLAB DIRECTLY ABOVE EXISTING WET

WELL DISCHARGE PIPES AND EXTEND EXISTING VERTICAL PIPE

LOCATED IN WET WELL, THROUGH SLAB, TO A MIN. OF 36 INCHES

ABOVE GRADE. CONNECT TO NEW 90 DEGREE FL BEND IN NEW

ASSEMBLY. VERTICAL SIX (6) INCH DI (MJxFE), AND ABOVE GRADE

VALVE ASSEMBLY AS SHOWN IN DETAIL ON SHEET.

15. CORE DRILL EXISTING CONCRETE VALVE PIT AND WET WELL.

CONSTRUCT SIX (6) INCH PVC DRAIN LINE CONNECTION, LINK-SEAL

STRUCTURE OPENINGS AND REPAIR LINER AROUND PIPE INSIDE

WET WELL.

16. ABOVE GROUND SIX (6) INCH FL PLUG VALVE WITH TWO (2) 45

DEGREE FL BENDS TO 90 DEGREE FL BEND DOWNWARD. SIX (6)

INCH FL DI THROUGH NEW CONCRETE TOP SLAB, SEAL OPENING

WITH LINK-SEAL OR APPROVED EQUIVALENT.

17. CONSTRUCT APPROX. 10 LF OF SIX (6) INCH FL DI FORCE MAIN

WITHIN EXISTING CONCRETE VAULT AND CONNECT TO EXISTING

SIX (6) INCH DI FORCE MAIN.

18. INSTALL REINFORCED PRECAST CONCRETE VAULT TOP SLAB WITH

SQUARE MANHOLE FRAME AND DUAL SOLID HATCHED LIDS WITH

LIFTING HANDLES. PROVIDE #5 VERTICAL SMOOTH DOWELS SET IN

EPOXY AT 24 INCH O.C. TO CONNECT THE NEW TOP SLAB TO

VERTICAL WALLS OF EXISTING VALVE PIT, GROUT SEAL JOINT WITH

NON-SHRINK CEMENTITIOUS GROUT INTERIOR AND EXTERIOR.

PRECAST CONCRETE LID TO BE CONTRACTOR DELEGATED DESIGN

WITH SHOP DRAWING SUBMITTALS IN ACCORDANCE WITH

SPECIFICATION 03 41 16. SEE DETAIL THIS SHEET.

19. GROUT AND SEAL ALL PENETRATIONS AFTER REMOVAL OF

EXISTING FORCE MAIN PIPING AND ANY VISIBLE CRACKS ON THE

INTERIOR OF EXISTING CONCRETE VALVE PIT. APPLY THREE

COATS CONSEAL (CS-55) AND SHERWIN WILLIAMS DTM ACRYLIC OR

APPROVED EQUIVALENT FOR WATERPROOF SEAL TO ALL SEALED

PENETRATIONS.

20. INSTALL TWO (2) INCH SCH 80 PVC WASH WATER SERVICE WITH

TWO (2) INCH X ONE (1) INCH REDUCER, A ONE (1) INCH BACK FLOW

PREVENTER, HOSE BIBB CONNECTION IN CONCRETE STAND AND

VALVE BOX WITH ONE (1) INCH GATE VALVE FOR LOCAL

DISCONNECT AT LIFT STATION. PROVIDE WET TAP TO EXISTING

AC/DI/PVC WATER LINE. WATER LINE LOCATED APPROXIMATELY 30

FEET WEST OF LIFT STATIONS. SEE SHEET C-502 FOR POTABLE

WATER BACKFLOW ASSEMBLY DETAIL.

21. CONSTRUCT NEW SLAB FOR PIPE SUPPORT SPANNING BETWEEN

LIFT STATION WET WELL AND VALVE PIT. SEE THIS SHEET FOR TYP.

CIP SLAB DETAIL.

22. PROVIDE TWO PIPE BOLLARDS AT EITHER SIDE. SEE SHEET C-503

FOR TYP. BOLLARD DETAIL.

23. GROUT AND SEAL HOLES REMAINING PENETRATIONS AFTER

REMOVAL OF EXISTING FORCE MAIN PIPING IN WET WELL. WHERE

APPLICABLE REPAIR LINER IN ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS. IF MANUFACTURER'S

RECOMMENDED REPAIR IS UNFEASIBLE SEAL WITH THREE COATS

OF CONSEAL (CS-55) AND SHERWIN WILLIAMS DTM ACRYLIC OR

APPROVED EQUIVALENT FOR WATER PROOFING.

5' 10'0

GRAPHICS SCALE: 1" - 5'

EXISTING EOP

4" PVC

4" PVC

EXISTING CO

3" PVC

10" PVC

10" PVC

LIFT STATION

CONTROL PANEL

LIFT STATION

CONTROL PANEL

CORROSION

PROTECTION

WW VENT (TYP.)

EXISTING EOP

4" PVC

4" PVC

SS CO

3" PVC

10" PVC

10" PVC

LIFT STATION

CONTROL PANEL

LIFT STATION

CONTROL PANEL

CATHODIC

PROTECTION

WET WELL VENT (TYP.)

POSEIDON LS - BLG 90404 & CHT 90405 - SITE PLAN

1" = 5'SCALE:

N

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A F

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

C J O

D H

A N

J K

O C

I

J

L O

N G

S H

O R

E

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

G

C-103

P O

S E

I D

A

D

E M

O L I T

I O

N

A

T

E

P

L A

N

LIFT STATION 90404 & 81726 - DISCHARGE RE-PIPING ASSEMBLY DETAIL

FLANGED CHECK VALVE

(LEVER & WEIGHT)

SEAT END OF PLUG VALVE

PLUG VALVE (FLANGED)

FLANGED SPOOL PIECE OR

FLANGED FILLER AS NEEDED.

6" PVC DRAIN LINE BELOW

12" LONG (MIN)

FLANGE SPOOL PIECE

FL PLUG VALVE W/2-INCH OPERATOR

NUT AND GEAR ACTUATOR

SEAT END OF PLUG VALVE

(2) 45° FL BENDS

AIR RELEASE VALVE

TEE (FLANGED) TYP.

SEAT END ON CHECK VALVE SIDE

PLUG VALVE (FLANGED)

REDUCER (FLANGED) IF REQUIRED

BLIND FLANGE w/NIPPLE (S.S.)

PUMPOUT MALE 3" CAMLOCK (PO)

w/CAP (ALUM.)

90° FL BEND DOWN

90° FL BEND

(INSIDE VAULT)

B

NOTE: PIPING SECTIONS AND

DETAILS NOT TO SCALE. SHOWN

FOR GENERAL LAYOUT

PURPOSES. CONTRACTOR TO

FABRICATE ASSEMBLY.

FLANGED CHECK VALVE

(LEVER & WEIGHT)

SEAT END OF PLUG VALVE

PLUG VALVE (FLANGED)

FLANGED SPOOL PIECE OR

FLANGED FILLER AS NEEDED.

12" LONG (MIN)

FLANGE SPOOL PIECE

LS 90405 - DISCHARGE RE-PIPING ASSEMBLY DETAIL

6" PVC DRAIN LINE BELOW

SEAT END ON CHECK VALVE SIDE

PLUG VALVE (FLANGED)

REDUCER (FLANGED) IF REQUIRED

BLIND FLANGE w/NIPPLE (S.S.)

PUMPOUT MALE 3" CAMLOCK (PO)

w/CAP (ALUM.)

AIR RELEASE VALVE

FL PLUG VALVE W/2-INCH OPERATOR

NUT AND GEAR ACTUATOR

SEAT END OF PLUG VALVE

90° FL BEND DOWN

90° FL BEND

(INSIDE VAULT)

(2) 45° FL BENDS

NOTE: PIPING SECTIONS AND

DETAILS NOT TO SCALE. SHOWN

FOR GENERAL LAYOUT

PURPOSES. CONTRACTOR TO

FABRICATE ASSEMBLY.

LIFT STATION DISCHARGE RE-PIPING SECTION "B"

TOP SLAB

FINISHED GRADE

* EXISTING

CONCRETE

VAULT

* CONTRACTOR MUST FILL ANY CRACKS INSIDE

EXISTING CONCRETE VAULT WITH NON-SHRINK

GROUT THEN APPLY THREE COATS CONSEAL

(CS-55), SHERWIN WILLIAMS DTM ACRYLIC, OR

APPROVED EQUAL FOR WATERPROOF SEAL.

REPAIR SPECIALTY LINER TO RESEAL

AROUND 6" PVC DRAIN LINE PER LINER

MANUFACTURER'S RECOMMENDATIONS

THIN-SET MORTAR, SLOPE TO DRAIN

LINK-SEAL (OR APPROVED

EQUAL) ALL OPENINGS (TYP.)

6" PVC

DRAIN LINE

FL ADAPTER CONNECT TO

EXISTING 6" FM

EXISTING 6"

EFFLUENT FM PIPE

(2) CONCRETE

PIPE SUPPORTS

EXTERIOR JOINT

TAPE (TYP.)

PIPE STAND (TYP.)

#5 DRILLED

EPOXY

ANCHORED

DOWELS @ 24"

O.C.

6" DUCTILE

IRON PIPE

1" CHAMFER

EDGES (TYP.)

DUAL ACCESS HATCH

DOORS (H-20 LOAD RATING)

SHOWN OPEN, DRILL (2), 2"

Ø HOLES EACH DOOR

90° FL BEND

AIR RELEASE VALVE W/ 1-1/2" SCH 80

PVC DRAIN PIPE TO WET WELL

1-1/2" SCH 80 PVC DRAIN

PIPE ATTACH TO PIPE W/

CONDUIT HANGERS

PIPE STAND (TYP.)

ISOLATION

JOINT

(2) FL TEE (NOT SHOWN)

SEAT END ON CHECK VALVE SIDE

12" FL SPOOL

INSTALL 2" WELDED STAINLESS STEEL

NIPPLE OR 2" DOUBLE STRAP SADDLE

W/ 2" 316 S.S. BALL VALVE & 2" S.S. PLUG

FL CHECK VALVE

(LEVER & WEIGHT)

36" MAX.

12" ±

12"

5"

8"

MIN. 36"

6' ± EXISTING VAULT

EXISTING COVER

90° FL BEND

36" MAX.

(2) 45° FL BENDS TO

90° FL BEND

NOTE: PIPING SECTIONS AND

DETAILS NOT TO SCALE. SHOWN

FOR GENERAL LAYOUT

PURPOSES. CONTRACTOR TO

FABRICATE ASSEMBLY.

TYP. VALVE PIT LID/RIM DEMO FACING E

METAL LID

CONCRETE

TOP RIM

TYP. VALVE PIT DEMO FACING E

N

TYP. 90° BEND DEMO FACING E

N

N

B

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

5" 3"

1" CHAMFER EDGES (TYP.)

6x6-W 2.9x2.9 W.W.F.

4000 PSI CONCRETE

TYP. CIP CONCRETE PAD DETAIL

SCALE: N.T.S.

EXISTING WET WELL

EXISTING WET WELL

NOTE: NOT APPLICABLE TO PRECAST

VALVE PIT SLABS.

M

F

M

F

M

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

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F

S

F

S

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F

S

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F

S

F

S

F

S

F

S

F

S

F

S F

S F

S F

..\..\..\Photos\3. Demo Photos\C-109\IMG_6171.png

LS 88928 GREENHOUSE - DEMOLITION PLAN

1" = 5'SCALE:

N

1. PROVIDE, INSTALL AND MAINTAIN 130 FEET OF SILT FENCE (APPROX. LOCATION);

REMOVE UPON COMPLETION. SEE TYP. SILT FENCE DETAIL ON SHEET C-503.

2. ONCE NEW LIFT STATION IS OPERATIONAL, DEMOLISH EXISTING WET WELL AND

CONCRETE VALVE PIT IN THEIR ENTIRETY, REMOVE AND DISPOSE OF DEBRIS FROM

LS 88928.

3. DEMOLISH EXISTING SEPTIC TANKS IN THEIR ENTIRETY.

4. DEMOLISH EXISTING CONCRETE SLABS IN THEIR ENTIRETY.

5. CUT AND REMOVE PORTION OF SEWER FORCE MAIN PIPE.

6. CUT AND REMOVE PORTION OF SANITARY SEWER PIPE.

7. PORTION OF EXISTING SANITARY SEWER AND FORCE MAIN TO REMAIN.

8. DEMOLISH LIFT STATION CONTROL PANEL INCLUDING EQUIPMENT, ENCLOSURES,

FRAME, END DEVICES, CONTROL CONDUIT AND WIRING. DEMOLISH ELECTRICAL

DISCONNECT SWITCH. ELECTRICAL CONDUCTORS AND CONDUIT TO REMAIN FOR

REUSE.

DEMOLITION FLAG NOTES:

9. PROVIDE DUPLEX LIFT STATION, SIX (6) FOOT INNER DIA. WET WELL, TWO (2)

IN-SERVICE NON-CLOG EXPLOSION PROOF SUBMERSIBLE PUMPS, PERIMETER

CONCRETE PAD TOP ELEV. 7.50', FORCE MAIN PIPING AND ABOVE GROUND VALVES.

SEE SHEET C-501.

10. CONSTRUCT APPROX. 30 LF - EIGHT (8) INCH C900 DR18 GRAVITY SEWER FROM

EXISTING EIGHT (8) INCH SANITARY SEWER TIE IN POINT TO NEW WET WELL. MIN.

SLOPE 0.4%.

11. CONSTRUCT APPROX. 25 LF - SIX (6) INCH C900 DR18 GRAVITY SEWER FROM

EXISTING SIX (6) INCH SANITARY SEWER TIE IN POINT TO NEW WET WELL. MIN. SLOPE

0.4%

12. CONSTRUCT APPROX. 25 LF - THREE (3) INCH DISCHARGE FORCE MAIN TO CONNECT

FROM EXISTING THREE (3) INCH FORCE MAIN TO NEW LS 88944. PROVIDE MIN. 30

INCH COVER.

13. CONSTRUCT RESTRAINED ONE (1), SIX (6) INCH 45 DEGREE MJ FITTINGS.

14. CONSTRUCT RESTRAINED ONE (1), EIGHT (8) INCH 45 DEGREE MJ FITTINGS.

15. ABOVE GRADE THREE (3) INCH FL PLUG VALVE TO AIR RELEASE VALVE WITH TWO (2),

THREE (3) INCH 45 DEGREE BENDS TO TRANSITION BELOW GRADE.

16. INSTALL NEW LIFT STATION CONTROL PEDESTAL. EXTEND CONDUCTORS AND

CONDUITS AS REQUIRED TO SUPPLY NEW DISCONNECT SWITCH ON PEDESTAL FROM

EXISTING ELECTRICAL CIRCUIT. REFER TO ELECTRICAL SHEETS FOR LIFT STATION

CONTROLS PEDESTAL DESIGN, SPECIFICATIONS AND DETAILS.

17. PROVIDE TWO (2) INCH SCH 80 PVC WASH WATER SERVICE, WITH TWO (2) INCH X ONE

(1) INCH REDUCER, A ONE (1) INCH BACK FLOW PREVENTER HOSE BIBB CONNECTION

IN CONCRETE STAND AND VALVE BOX WITH ONE (1) INCH GATE VALVE FOR LOCAL

DISCONNECT AT LIFT STATION. CONNECT FROM EXISTING WATER LINE DIRECTLY

ADJACENT TO THE PROPOSED LOCATION. SEE SHEET C-502 FOR POTABLE WATER

BACKFLOW ASSEMBLY DETAIL.

18. PROVIDE TWO (2) INCH WATER SERVICE SADDLE TAP WITH TWO (2) INCH GATE

VALVE.

19. PROVIDE MINIMUM UTILITY SEPARATION AT SANITARY SEWER AND WATER

CROSSING. SEE SHEET C-502 FOR UTILITY SEPARATION DETAIL.

20. INSTALL SANITARY CLEAN OUT. CLEANOUT DIAMETER SIZE TO MATCH SEWER

LATERAL SIZE. SEE SHEET C-503 FOR CLEANOUT DETAIL.

CONSTRUCTION FLAG NOTES:

5' 10'0

GRAPHICS SCALE: 1" - 5'

8" PVC

LS 88944 GREENHOUSE - SITE PLAN

1" = 5'SCALE:

N

6" PVC

8" PVC

4" PVC

EDGE OF SIDEWALK

EXISTING EOP

EXISTING LIFT STATION

CONTROL PANEL

EXISTING ABANDONED SEPTIC

TANK AND PIPING

NEW LIFT STATION NO. 88944 WET WELL

LOCATION ELEVATION

TOP OF STATION 7.50'

HIGH WATER ALARM 2.50'

LAG PUMP ON 1.50'

LEAD PUMP ON 0.50'

PUMPS OFF

(-) 0.50'

SUMP INVERT

(-) 2.50'

NEW LIFT STATION NO. 88944 GREENHOUSE

HYDROMATIC S3NX, 300 GPM @ 31' TDH

6.9 INCH DIA. IMPELLER

1750 RPM, 200V/3PH/60HZ - 5 HP

PUMP SELECTION:

PRIMARY SYSTEM OPERATING CONDITION*

DESIGN CONDITIONS:

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A F

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

C J O

D H

A N

J K

O C

I

J

L O

N G

S H

O R

E

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

G

C-104

G R

E E

N H

O U

E M

O L

I T

I O

I T

E

P

L A

N

..\..\..\Photos\3. Demo Photos\C-109\IMG_6172.JPG

EXISTING STATION TOTAL DEMO FACING NE

N

SCALE: N.T.S.

EXISTING SEPTIC TANK DEMO FACING S

N

SCALE: N.T.S.

EXISTING SEPTIC TANK DEMO FACING S

N

SCALE: N.T.S.

EXISTING ABANDONED SEPTIC

TANK AND PIPING

EXISTING LS 88928

EXISTING VALVE PIT

*CALCULATED SYSTEM TOTAL DYNAMIC HEAD, CONTRACTOR

MUST PERFORM A FIELD PUMP TEST TO VERIFY TDH AND

COORDINATE WITH BASE OPERATIONS SUPPORT

CONTRACTOR PRIOR TO ORDERING PUMPS.

FIELD VERIFY ELEVATION, LOCATION, TYPE, SIZE AND

AMOUNT OF UNDERGROUND PIPE PRIOR TO ORDERING OR

CONSTRUCTING WET WELL.

EXISTING UNDERGROUND UTILITY INFORMATION PER CCSFS

PROVIDED GIS MAP. FIELD VERIFY EXISTING UNDERGROUND

UTILITIES BEFORE PERFORMING ANY EXCAVATION OR

DEMOLITION.

AVOID THE USE OF DISSIMILAR METAL CONTACT. IF THE USE

IS UNAVOIDABLE, VENDOR MUST PROVIDE AN INSULATING

BARRIER TO PREVENT GALVANIC CORROSION.

PROVIDE SOD RESTORATION FOR ALL DISTURBED AREAS, IN

ACCORDANCE WITH SPECIFICATION.

PROVIDE CLEAN FILL AROUND LIFT STATION TO BRING AREA

UP TO GRADE, SLOPE MAX 1:4 DOWN TO MATCH EXISTING

GRADE.

F

M

F

M

F

M

F

M

F

M

F

M

F

M

F M

F M

F M

CP

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

SF

SF

SF

SF

SF

SF

SF

SF

S F

S F

S F

S F

S F

S F

S F

S F

S F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

F

M

F

M

F

M

F

M

F M

F M

F

M

F M

F

M

F

M

F

M

F

M

F

M

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

SF

SF

SF

SF

SF

SF

SF

SF

S F

S F

S F

S F

S F

S F

S F

S F

S F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

AREA 59 LS 55900 - SITE PLAN

1" = 5'SCALE:

N

AREA 59 LS 55853 - DEMOLITION PLAN

1" = 5'SCALE:

N

5' 10'0

GRAPHICS SCALE: 1" - 5'

4" PVC

4" PVC

4" PVC

3" PVC

CORROSION

PROTECTION

EXISTING LIFT STATION

CONTROL PANEL

EXISTING HOSE BIBB

3/4" VALVE STATION

EXISTING EOP

*CALCULATED SYSTEM TOTAL DYNAMIC HEAD, PERFORM A

FIELD PUMP TEST TO VERIFY TDH AND COORDINATE WITH

BASE OPERATIONS SUPPORT CONTRACTOR PRIOR TO

ORDERING PUMPS.

FIELD VERIFY ELEVATION, LOCATION, TYPE, SIZE AND

AMOUNT OF UNDERGROUND PIPE PRIOR TO ORDERING OR

CONSTRUCTING WET WELL.

EXISTING UNDERGROUND UTILITY INFORMATION PER CCSFS

PROVIDED GIS MAP. FIELD VERIFY EXISTING UNDERGROUND

UTILITIES BEFORE PERFORMING ANY EXCAVATION OR

DEMOLITION.

AVOID THE USE OF DISSIMILAR METAL CONTACT. IF THE USE

IS UNAVOIDABLE, VENDOR SHALL PROVIDE AN INSULATING

BARRIER TO PREVENT GALVANIC CORROSION.

PROVIDE SOD RESTORATION FOR ALL DISTURBED AREAS, IN

ACCORDANCE WITH SPECIFICATION.

PROVIDE CLEAN FILL AROUND LIFT STATION TO BRING AREA

UP TO GRADE, SLOPE MAX 1:4 DOWN TO MATCH EXISTING

GRADE.

NEW LIFT STATION NO. 55900 AREA 59

HYDROMATIC HPGHX, 75 GPM @ 66' TDH

5.75 INCH DIA. IMPELLER

3450 RPM, 200V/3PH/60HZ - 5 HP

PUMP SELECTION:

PRIMARY SYSTEM OPERATING CONDITION*

DESIGN CONDITIONS:

1. PROVIDE, INSTALL AND MAINTAIN APPROX. 245 LF SILT FENCE (APPROX. LOCATION);

REMOVE UPON COMPLETION. SEE SHEET C-503 FOR TYP. SILT FENCE DETAIL.

2. EXISTING SANITARY SEWER FORCE MAIN TO REMAIN.

3. CUT AND REMOVE APPROX. 80 LF OF SANITARY SEWER FORCE MAIN IN FOUR (4)

LOCATIONS. DEMOLITION WILL PROCEED THE INSTALL.

4. DEMOLISH THE EXISTING LIFT STATION CONTROL PANEL WITH ASSOCIATED

EQUIPMENT, ENCLOSURES, FRAME, END DEVICES, CONTROL CONDUIT AND WIRING.

DEMOLISH ELECTRICAL DISCONNECT SWITCH. ELECTRICAL CONDUCTORS AND

CONDUIT TO REMAIN FOR REUSE.

5. DEMOLISH THE EXISTING WET WELL, CONCRETE VALVE PIT AND ASSOCIATED

CATHODIC PROTECTION IN THEIR ENTIRETY.

6. CLOSE EXISTING GATE VALVE, DEMOLISH THE EXISTING HOSE BIBB, BACKFLOW

PREVENTER AND CONCRETE SLAB IN THEIR ENTIRETY. EXISTING GATE VALVE TO

REMAIN.

DEMOLITION FLAG NOTES:

7. INSTALL DUPLEX LIFT STATION, SIX (6) FOOT INNER DIA. WET WELL, TWO (2)

IN-SERVICE NON-CLOG EXPLOSION PROOF SUBMERSIBLE PUMPS, PERIMETER

CONCRETE PAD AND GROUND DISCHARGE ASSEMBLY IN ACCORDANCE TO

RESPECTIVE DETAILS ON SHEET C-501.

8. INSTALL NEW LIFT STATION CONTROL PEDESTAL. EXTEND CONDUCTORS AND

CONDUITS AS REQUIRED TO SUPPLY NEW DISCONNECT SWITCH ON PEDESTAL

FROM EXISTING ELECTRICAL CIRCUIT. REFER TO ELECTRICAL SHEETS FOR LIFT

STATION CONTROLS PEDESTAL DESIGN, SPECIFICATIONS AND DETAILS.

9. INSTALL ABOVE GRADE THREE (3) INCH FL PLUG VALVE TO AIR RELEASE VALVE

WITH TWO (2), THREE (3) INCH 45 DEGREE BENDS TO TRANSITION BELOW GRADE.

REFER TO LIFT STATION DETAIL ON SHEET C-501.

10. INSTALL APPROX. SEVEN (7) LF OF THREE (3) INCH DIA. PIPE TO ONE (1) THREE (3)

INCH DUCTILE IRON TO PVC TRANSISION ADAPTER BELOW GRADE WITH THREE (3)

INCH TO FOUR (4) INCH PVC REDUCER.

11. INSTALL APPROX. 30 LF OF FOUR (4) INCH C900 PVC

12. INSTALL APPROX. 20 LF OF FOUR (4) INCH C900 PVC

13. INSTALL APPROX. 23 LF OF THREE (3) INCH C 900 PVC

14. INSTALL APPROX. 11 LF OF THREE (3) INCH SCH 80 PVC

15. INSTALL APPROX. 17 LF OF FOUR (4) INCH C900 PVC

16. INSTALL APPROX. THREE (3) LF OF FOUR (4) INCH C900 PVC

17. INSTALL ONE (1) INCH BACK FLOW PREVENTER AND HOSE BIBB CONNECTION IN

CONCRETE STAND AT LIFT STATION. SEE SHEET C-502 FOR POTABLE WATER

BACKFLOW ASSEMBLY.

CONSTRUCTION FLAG NOTES:

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A

F

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

C J O

D H

A N

J K

O C

I

J

L O

N G

S H

O R

E

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

G

C-107

A R

D

E M

O L I T

I O

N

A

T

E

P

L A

N

..\..\..\Photos\3. Demo Photos\C-112\IMG_6342.JPG

..\..\..\Photos\3. Demo Photos\C-112\IMG_6338.JPG ..\..\..\Photos\3. Demo Photos\C-112\IMG_6341.JPG

HOSE BIB AND CONTROLS DEMO FACING S

N

SCALE: N.T.S.

EXISTING STATION TOTAL DEMO FACING NE

N

SCALE: N.T.S.

HOSE BIB, BACKFLOW, AND CONCRETE DEMO FACING N

N

SCALE: N.T.S.

EXISTING LS 55853

EXISTING VALVE PIT

4" PVC

4" PVC

3" PVC

NEW LIFT STATION NO. 55900 WET WELL

LOCATION ELEVATION

TOP OF STATION 9.00'

HIGH WATER ALARM 4.00'

LAG PUMP ON 3.00'

LEAD PUMP ON 2.00'

PUMPS OFF 1.00'

SUMP INVERT

(-) 1.00'

4" PVC PIPE

3" PVC

SCALE:

LIFT STATION CONDUIT PENETRATION

N.T.S.

C

C-501

SCALE:

LIFT STATION PAD

N.T.S.

B

C-501

12"

1. ALL EXPOSED FERROUS METAL MUST BE PRIMED WITH TWO COATS OF EXTERIOR ENAMEL PAINT, CCSFS OLIVE GREEN.

2. BASE AND FIRST RISER UNIT OF PRECAST STRUCTURES TO BE CAST MONOLITHIC.

3. VALVES, ELBOWS, AND SPOOL PIECES MUST BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MIN.

CLEARANCES AS SHOWN FOR SIX (6) INCH DIA. PIPE AND SMALLER. CLEARANCES MUST INCREASE AS REQUIRED FOR

LARGER PIPE SIZES.

4. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL MUST BE MADE WATER-TIGHT WITH WALL SLEEVES AND

LINK-SEAL.

5. NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

6. AVOID THE USE OF DISSIMILAR METAL CONTACT. WHERE USE IS UNAVOIDABLE, PROVIDE AN INSULATING BARRIER TO

PREVENT GALVANIC CORROSION.

7. WET WELL COVERS MUST BE ALUMINUM WITH 316 STAINLESS STEEL HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY

PUMP MANUFACTURER.

8. ALL HARDWARE IN WET WELL AND ABOVEGROUND MUST BE 316 STAINLESS STEEL; ALL NUTS/BOLTS/ WASHERS MUST BE

CONNECTED USING LOCK WASHERS.

9. FLEXIBLE COUPLINGS MUST BE SLEEVE TYPE.

10. INSTALL AN ADJUSTABLE STAINLESS STEEL PIPE STAND UNDER EACH CHECK VALVE AT THE EDGE OF THE WET WELL.

11. SEE ELECTRICAL PLANS FOR CONTROL PANEL CONNECTIONS.

12. PROVIDE AND INSTALL ALL NECESSARY PIPING, VALVES, WET WELL, MANHOLES, ACCESSORIES, AND CONTROLS, FOR A

COMPLETE AND OPERABLE SANITARY SEWAGE LIFT STATION.

13. CONCRETE WET WELL IS PREFERRED. WET WELL MUST HAVE THE ENTIRE INSIDE SURFACE OF WET WELL & TOP SLAB LINED

WITH EPOXYTEX UME COMPOSITE SYSTEM, OR EQUAL APPROVED LINER. LINER INSTALLER MUST BE CERTIFIED BY LINER

MANUFACTURER. SUBMIT CERTIFICATION WITH SHOP DRAWING SUBMITTAL.

14. ALL ABOVE GROUND EXPOSED FORCE MAIN PIPE AND FITTINGS MUST BE PAINTED WITH A SAFETY GREEN LATEX, OR OTHER

COLOR APPROVED BY THE CONTRACTING OFFICER.

15. COORDINATE THE FINAL PUMP SELECTION WITH BASE OPERATIONS SUPPORT CONTRACTOR PRIOR TO ORDERING TO CHECK

FOR COMMON PUMPS STOCKED AND AVAILABILITY OF MATCHING REPLACEMENT PUMPS AND PARTS.

16. SUBMIT A PLAN AND BE RESPONSIBLE FOR TEMPORARY PUMP STATION SEWAGE BYPASS AT EACH LIFT STATION TO

SUPPORT THE UTILITY TIE-IN CONNECTIONS AND TRANSFER SERVICE TO THE NEW LIFT STATION. REQUESTING A UTILITY

OUTAGE WITHOUT ALTERNATIVE MEANS TO PROVIDE SEWAGE COLLECTION IS NOT ACCEPTABLE.

5"

GENERAL NOTES:

GRAVITY SS INFLUENT

LINE, (SHOWN ROTATED

FOR CLARITY)

6" (MIN) CLEARANCE

BETWEEN PUMP BODY AND

HATCH OPENING (AROUND

ALL EDGES OF PUMP)

A

18"

DOUBLE DOOR ALUMINUM CHECKER

PLATE HATCH COVER CAST IN TOP SLAB

LINED PRECAST CONCRETE TOP SLAB

TO BE 4000 PSI CONCRETE WITH HATCH

OPENING CENTERED IN WET WELL

UNLESS OTHERWISE NOTED. CONCRETE

& REINFORCING TO BE CERTIFIED BY A

FLORIDA ENGINEER. DESIGNED FOR H-20

TRAFFIC LOADING.

DROP BOWL

316 S.S. CABLE HOLDER (3/8" ROD HOOKS,

ETC., SEE SPECIFICATIONS) LOCATED ON

OPPOSITE SIDE AS DISCHARGE PIPES.

SUBMERSIBLE SEWAGE PUMPS TO

BE LOCATED ALONG C.L. OF WET

WELL UNLESS OTHERWISE NOTED.

DUAL 2" ORANGE SAFETY GRATES ATTACH ON OPPOSITE

SIDES OF HATCH FRAME UNDER THE COVER, AS

MANUFACTURED BY USF FABRICATION, HALLIDAY, OR

APPROVED EQUAL CONTRACTOR TO ENSURE HATCH

OPENING AND SAFETY GRATE DIMENSIONS WHEN FULLY

OPEN PROVIDE REQUIRED CLEARANCE, INSTALL PER

MANUFACTURER'S RECOMMENDATIONS.

2" CORE DRILL

FOR DRAIN PIPE

12" LONG (MIN)

FLANGE SPOOL PIECE

90° BEND (FLANGED)

FLANGED SPOOL PIECE OR FLANGED

FILLER AS NEEDED, SEE PUMP

SEPARATION NOTES.

PLUG VALVE

(FLANGED)

AIR RELEASE VALVE

DRAIN TO WET WELL

1-1/2" SCH 80 PVC PIPE

TO 45° MJ BEND

PVC AND SCH 80

EFFLUENT PIPE

(BELOW GROUND)

45° (FL BEND DOWN)

TEE (FLANGED) TYP.

SEAT END ON CHECK VALVE SIDE

PLUG VALVE (FLANGED)

REDUCER (FLANGED) IF REQUIRED

BLIND FLANGE W/ NIPPLE (S.S.)

PUMPOUT MALE 3" CAMLOCK

(PO) W/ CAP (ALUM)

PLUG VALVE (FLANGED)

SEAT END OF PLUG VALVE

FLANGED CHECK VALVE

(LEVER & WEIGHT)

OUTER ACCESS

DOOR HINGES

SCALE:

LIFT STATION - PLAN

N.T.S.

HIGH LEVEL ALARM ELEV. "C"

LAG PUMP ON EVEL. "D"

LEAD PUMP ON EVEL. "E"

BOTH PUMPS OFF ELEV. "F"

WET WELL INVERT = ELEV. "G"

TOP OF CASTING = ELEV. "H"

ELEV. "A"ELEV. "A"

FINISHED

GRADE

SCALE:

LIFT STATION WET WELL

N.T.S.

SECTION "A - A"

6" 6"

30°

LIFTING

BAIL

8"

5"

3'

MAX.

6"

30"

PIPE STAND

(TYP.)

M I N

5'

C

O V

E R

6"

FL ECCENTRIC REDUCER (3" X 2" FBE IF

NECESSARY BASED ON PUMP SELECTION)

BASE ELL TO BE FABRICATED BY PUMP MANUFACTURER.

BASE ELBOW TO BE SIZED FOR EFFLUENT PIPE CONNECTION

GROUT FROM BASE PLATE TO A HEIGHT OF 1' ABOVE

BOTTOM ALL AROUND WITH CLASS "C" CONCRETE

SUBMERSIBLE SEWAGE PUMPS, EXPLOSION PROOF

PUMP BASE PLATE

UNDISTURBED SOIL MIN. BEARING

CAPACITY: 2000 LB/SQ FT

12" #57 STONE OR PEA GRAVEL

PRIMARY LEVEL READER BY LEVEL

TRANSMITTAL, AS MANUFACTURED BY

MERCOID MODEL PBLTX-5-50W/ ZENER

BARRIER. INSTALL INSIDE 4" PVC STILLING

WELL

MANUFACTURER APPLIED SPECIALTY

LINER OVER INTERIOR GROUT

316 STAINLESS STEEL

CLAMPING BRACKETS, SPACE

EVERY 4" OR 2 BRACKETS MIN.

SDR35 PVC DROP PIPE SIZES VARY

DROP BOWL OUTLET DO NOT CAP

INFLUENT PIPE SIZE, TYPE, ELEVATION AND

LOCATION VARY BY LIFT STATION. FIELD

VERIFY EXISTING UTILITY CONDITIONS AND

PROVIDE MIN. SLOPE TO CONNECT WITH NEW

WET WELL.

FLOAT SWITCHES, ONE SHOWN FOR CLARITY,

PROVIDE (4), HIGH LEVEL ALARM, LAG PUMP

ON, LEAD PUMP ON AND PUMP OFF

LINER TO BE APPLIED TO

VERTICAL WALLS AND TOP

EXTERIOR JOINT SEALANT

MEMBRANE TAPE (TYP.)

316 S.S. GUIDE RAILS FOR

PUMP REMOVAL STILLING

316 S.S. PIPE CLAMP

316 STAINLESS STEEL LIFTING

CHAINS WITH 3'-0" MIN. EXCESS

CONDUITS TO CONTROL PANEL

(PUMPS/TRANSMITTER/FLOATS) SEE

PUMP STATION ELECTRIC PLANS

1" CHAMFER EDGES (TYP.)

PROTECTIVE LINER TOP SLAB

AND WALL SECTION

EXPANSION JOINT AROUND

PERIMETER

4" POLY-AIR PCF-PLVF VENT W/ ACTIVATED CARBON STACK

FILTER 4" VENT W/ 6" DIA. SLAB OPENING

ACCESS DOOR AND DUAL

2" ORANGE SAFETY

GRATES INSIDE, BOTH

SHOWN OPEN

90° FL BEND

FL CHECK VALVE (LEVER & WEIGHT)

INSTALL 2" WELDED STAINLESS STEEL NIPPLE OR 2" DOUBLE

STRAP SADDLE W/ 2" 316 S.S. BALL VALVE & 2" S.S. PLUG

12" FL SPOOL

SEAT END ON CHECK VALVE SIDE

FL PLUG VALVE W/ 2-INCH OPERATOR NUT AND GEAR ACTUATOR

AIR RELEASE VALVE DRAIN TO WET

WELL 1-1/2" SCH. 80 PVC

45° FL BEND

FL PLUG VALVE W/ BAR OPERATOR

AND GEAR ACTUATOR

PIPE STAND (TYP.)

LINK-SEAL OPENINGS

316 S.S. CABLE HOLDER (3/8" ROD HOOKS,

ETC., 6 HOOKS MIN. OR AS NEEDED)

316 S.S. PIPE BRACE

DUCTILE IRON PIPE

FExMJ DI PIPE

45° MJ BEND

316 S.S.

RESTRAINT

RODS

ENTIRE INSIDE SURFACE OF CONCRETE WET WELL & TOP

SLAB MUST BE LINED WITH APPROVED LINER. LINER

INSTALLER MUST BE CERTIFIED BY LINER MANUFACTURER.

SUBMIT CERTIFICATION WITH SHOP DRAWING SUBMITTAL.

THE EXCAVATED HOLE MUST BE DRY (DE-WATERED) DURING

THE WET WELL INSTALLATION. SEE NOTE 13.

(2) 45° FL BENDS (FBE) BUTTED FACE

TO FACE ADJUST AS NECESSARY FOR

PIPE ALIGNMENT THROUGH TOP SLAB

1" CHAMFER EDGES (TYP.)

6 x 6 - W2.9 x 2.9 W.W.F.

OR FIBERMESH

4000 PSI CONCRETE

CONCRETE W/ LINER

PROVIDE LINK -SEAL

FOR ALL WALL AND

STRUCTURE TOP

PENETRATIONS

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A F

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

C J O

D H

A N

J K

O C

I

J

L O

N G

S H

O R

E

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

G

C-501

C I V

T

A I L

S

LIFT STATION ELEVATIONS

ELEVATION

GREENHOUSE

LS 88944

SET POINT

HEIGHTS

AREA 59

LS 55900

SET POINT

HEIGHTS

"A" 7.50' 9.00'

"B" 3.50' 6.50'

"C" 2.50' 5.00 4.00' 5.00

"D" 1.50' 4.00 3.00' 4.00

"E" 0.50' 3.00 2.00' 3.00

"F"

(-) 0.50'

2.00 1.00' 2.00

"G"

(-) 2.50'

0.00

(-)1.00'

0.00

"H"

(-) 3.50' (-)2.00'

LOWEST CALCULATED INFLUENT PIPE

ELEVATION BASED ON SPACE FORCE

PROVIDED GIS INFO. ELEV. "B"

FULL JOINT CENTERED

JOINT SPACING AT CROSSINGS

3' MINIMUM

ALTERNATE

CROSSINGS (1)HORIZONTAL SEPARATION

VACUUM TYPE

SANITARY SEWER

STORM SEWER,

STORMWATER FORCE MAIN

RECLAIMED WATER (2)

OTHER PIPE

3' MINIMUM

ALTERNATE

6' MINIMUM

ALTERNATE

FULL JOINT CENTERED

GRAVITY OR PRESSURE

SANITARY SEWER,

SANITARY SEWER FORCE MAIN,

RECLAIMED WATER (4)

10 FT. MINIMUMON-SITE SEWAGE TREATMENT AND

DISPOSAL SYSTEM

FULL JOINT CENTERED

SCALE:

UTILITY SEPARATION

10' PREFERRED

6' MINIMUM (3)

WATER MAIN

10' PREFERRED

3' MINIMUM

WATER MAIN

3' MINIMUM

WATER MAIN

WATER MAIN

12" IS THE MINIMUM, EXCEPT FOR

STORM SEWER, THEN 6" IS THE

MINIMUM AND 12" IS PREFERRED

WATER MAIN

12" PREFERRED

6" MINIMUM

12" IS THE MINIMUM, EXCEPT FOR

GRAVITY SEWER, THEN 6" IS THE

MINIMUM AND 12" IS PREFERRED

WATER MAIN

WATER MAIN

WATER MAIN

WATER MAIN

LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314

9.7

7.5

10"

A

B

B

A

A

C

B

B

B

B

C

B

B(22-1/2)

C

B (45°)

A

2.7

1.4

4"

3.8

5.0

9.3

2.6

5.3

1.5

8"6"

6.71.5

0.75

3"

MINIMUM BEARING AREA (SQ FT)

PIPE SIZE

LETTER

THRUST BLOCK NOTES

TEE

CROSS & PLUG

90° ELBOW

TEE & PLUG

BEND

REDUCER

THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE

BLOCKING AGAINST THE VERTICAL TRENCH WALL OF UNDISTURBED

EARTH IN SQUARE FEET AT 2000 P.S.F. SOIL BEARING CAPACITY.

1. WRAP ALL FITTINGS WITH POLYETHYLENE FILM

BEFORE POURING THRUST BLOCK, MAKING CERTAIN

TO KEEP CONCRETE AWAY FROM ALL BOLTS,

GLANDS, AND FLANGES.

2. THRUST BLOCKS TO BE POURED AGAINST

UNDISTURBED EARTH.

3. REQUIRED VOLUMES OF BEARING AREAS TO BE AS

SHOWN IN CHART. ADJUSTMENTS, IF NEEDED, WILL

BE ALLOWED TO CONFORM TO TEST PRESSURE AND

ALLOWABLE SOIL BEARING STRESS AS SHOWN IN

SPECIFICATIONS.

4. BEARING AREA FOR THRUST BLOCK ON HORIZONTAL

BENDS IS BASED ON A TEST PRESSURE OF 200 P.S.I.

AND SOIL BEARING STRESS OF 2,000 P.S.F. THE

DEPTH TO THE THRUST BLOCK BASE TO BE EQUAL TO

OR GREATER THAN TWICE THE HEIGHT. (EXAMPLE: IF

BLOCK IS 2' DEEP, THE BASE IS TO BE NO GREATER

THAN 4' BELOW GRADE.)

5. VERTICAL BEND THRUST BLOCKS TO BE THE SAME AS

HORIZONTAL BENDS.

6. BEARING AREA OF THRUST BLOCK TO BE NOT LESS

THAN ONE SQUARE FOOT.

L

L

L

L

L

L

L

FLOW

BASE PLATE

CONCRETE

ANCHOR BOLT

(4 TYP.)

2" SCH. 40 S.S.

EXTENSION

SUPPORT STUD

PIPE SIZE BASE PLATE SIZE

3" 4"x6"x1.25"

4"-12" 8"x8"x1.25"

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A F

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

C J O

D H

A N

J K

O C

I

J

L O

N G

S H

O R

E

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

G

C-502

C I V

T

A I L

S

SCALE:

REQUIRED LENGTH OF RESTRAINT (FT.) FOR FITTINGS

N.T.S.

NOMINAL PIPE SIZE

90° BEND

FITTING

8"6"

45° BEND

22.5° BEND

10282

45/1034/8

TEE/PLUG

VERTICAL OFFSET

THRUST BLOCK,SF 53

(UPPER/LOWER)

THRUST BLOCK SQ. FT.

WHERE REQUIRED BY

EXISTING PIPE

10"

54/12

4"

22/6

SCALE:

THRUST BLOCKS

N.T.S.

B(22-1/2)

C

B (45°)

A

2.7

1.4

4"

3.8

5.0

9.3

2.6

5.3

1.5

8"6"

6.7

SCALE:

PIPE STAND DETAIL

N.T.S.

NOTE: PIPE SUPPORT AND ANCHORING HARDWARE MATERIAL

MUST BE 316 OR 304 S.S. A NEOPRENE LINER MUST BE USED WHEN

SUPPORTING STEEL OR PVC PIPE.

3"

20/5

1.5

1.5

0.75

3"

BASE PLATE

CONCRETE

ANCHOR BOLT

(4 TYP.)

2" SCH. 40 S.S.

EXTENSION

SUPPORT STUD

PIPE SIZE BASE PLATE SIZE

3" 4"x6"x1.25"

4"-12" 8"x8"x1.25"

SCALE:

AIR RELEASE VALVE DETAIL -

1-1/2" SCH 80 PVC, DRAIN TO WET WELL LENGTH AS REQUIRED

EXISTING 3" FM PIPE, D.I. OR PVC (DR-18)

2" DOUBLE STRAP TAPPING SADDLE, S.S.

SEWER AIR RELEASE VALVE 2" NPT, ARI MODEL

DESCRIPTION

M A T E R I A L S

2" CORPORATION BRASS1

1" SHORT NIPPLE, S.S.

2" X 1" REDUCER, S.S.

2" TEE, S.S.

2" BALL VALVE, S.S.

2" x 4" NIPPLE, S.S.

1" CURB STOP, S.S.

11 REQD.

ITEM QUANT.

D-025 P, CRISPIN USL20 OR APPROVED EQUAL

FULL JOINT CENTERED

JOINT SPACING AT CROSSINGS

3' MINIMUM

ALTERNATE

CROSSINGS (1)HORIZONTAL SEPARATION

VACUUM TYPE

SANITARY SEWER

STORM SEWER,

STORMWATER FORCE MAIN

RECLAIMED WATER (2)

OTHER PIPE

3' MINIMUM

ALTERNATE

6' MINIMUM

ALTERNATE

FULL JOINT CENTERED

GRAVITY OR PRESSURE

SANITARY SEWER,

SANITARY SEWER FORCE MAIN,

RECLAIMED WATER (4)

10 FT. MINIMUMON-SITE SEWAGE TREATMENT AND

DISPOSAL SYSTEM

(1) WATER MAIN SHOULD CROSS ABOVE OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 12 INCHES.

(2) RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

(3) 3 FT. FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6" ABOVE THE TOP OF THE GRAVITY SANITARY SEWER.

(4) RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610.

FULL JOINT CENTERED

SCALE:

UTILITY SEPARATION

VALVE

BOX

SCALE:

POTABLE WATER BACKFLOW ASSEMBLY -

MINIMUM BEARING AREA (SQ FT)

PIPE SIZE

LETTER

TEE

CROSS & PLUG

90° ELBOW

TEE & PLUG

BEND

REDUCER

THE FIGURES IN THIS TABLE REPRESENT AREA OF CONCRETE

BLOCKING AGAINST THE VERTICAL TRENCH WALL OF UNDISTURBED

EARTH IN SQUARE FEET AT 2000 P.S.F. SOIL BEARING CAPACITY.

BEND

PLUG

TEE90° ELBOW

10' PREFERRED

6' MINIMUM (3)

WATER MAIN

10' PREFERRED

3' MINIMUM

WATER MAIN

3' MINIMUM

WATER MAIN

WATER MAIN

12" IS THE MINIMUM, EXCEPT FOR

STORM SEWER, THEN 6" IS THE

MINIMUM AND 12" IS PREFERRED

WATER MAIN

12" PREFERRED

6" MINIMUM

12" IS THE MINIMUM, EXCEPT FOR

GRAVITY SEWER, THEN 6" IS THE

MINIMUM AND 12" IS PREFERRED

WATER MAIN

WATER MAIN

WATER MAIN

WATER MAIN

LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314

90° BRASS BEND

(TYP 3 PLCS)

BRASS HOSE BIB, IPT IN 3/4"

GARDEN HOSE THREAD,

WITH VACUUM BREAKER

1" REDUCED PRESSURE BACKFLOW

PREVENTER - ZURN WILKINS MODEL

975XL2 OR APPROVED EQUIVALENT

IPT BRASS UNION

BRASS TEE

WATER PRESSURE SENSOR

W/TRANSMITTER WIRED TO

SCADAPACK IN CONTROL PANEL

1" SCH 80 BRASS PIPE

TRACER WIRE

1" CHAMFER

EDGE (TYP.)

CONNECT TRACER WIRE TO

TRACER ALONG SERVICE

1" IPT BALL VALVE

3' - 0"

0' - 9"

PROVIDE 90° BRASS BEND.

TRANSITION FROM PVC TO

BRASS BEFORE ELB.

ELECTRICAL GENERAL NOTES:

1. DE-ENERGIZE ALL ITEMS TO BE DEMOLISHED OR REMOVED. PERFORM LOCKOUT/TAGOUT IN

ACCORDANCE WITH OSHA 29 CFR 1910.147 AND THE LATEST REVISION OF NFPA 70E.

2. TAKE NECESSARY PRECAUTIONS AND PROVIDE PROTECTION AS REQUIRED TO PRESERVE CONDITION

OF EXISTING UTILITIES, EQUIPMENT, FURNISHINGS, AND SURFACES NOT INDICATED FOR REMOVAL. IT IS

THE CONTRACTOR'S RESPONSIBILITY TO WORK AROUND THE EXISTING CONDITIONS TO ACCOMPLISH

THE WORK.

3. ALL ELECTRICAL CONSTRUCTION/ INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION

OF THE FOLLOWING CODES; UFC TAKES PRIORITY:

UFC 3-501-01 ELECTRICAL ENGINEERING

UCF 3-560-01 OPERATION AND MAINTENANCE: ELECTRICAL SAFETY, WITH CHANGE 1

UFC 3-550-01 EXTERIOR ELECTRICAL POWER DISTRIBUTION, WITH CHANGE 2

NATIONAL ELECTRICAL CODE, NFPA 820

4. LOCATIONS OF ALL ELECTRICAL EQUIPMENT ARE APPROXIMATE AND MAY BE RELOCATED TO AN

APPROVED LOCATION. FIELD VERIFY ALL LOCATIONS AND SPACING. COORDINATE WITH THE PROJECT

ENGINEER PRIOR TO ANY FIELD CHANGES.

5. PROVIDE ALL MATERIAL, LABOR, AND EXPERTISE REQUIRED TO COMPLETE THE WORK AND PROVIDE A

COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEM AS SHOWN IN THE CONTRACT DOCUMENTS.

COORDINATE WORK WITH OTHER CONSTRUCTION TRADES AS NECESSARY.

6. COMPLETE ALL GROUNDING AND BONDING IN ACCORDACNE WITH ARTICLE 250 OF THE NEC. BONDING

JUMPERS SHALL BE USED TO BOND CONDUIT TO ENCLOSURES, BOXES, AND EQUIPMENT WHERE

CONCENTRIC OR ECCENTRIC KNOCKOUTS ARE USED.

7. USE AN APPROPRIATE OXIDE INHIBITOR FOR ALL BONDS BETWEEN DISSIMILAR METALS.

8. ENSURE ALL NEW CONDUIT IS MINIMUM 3/4 INCH RSC. INSTALL CONDUIT SYSTEM WITH APPROPRIATE

SEALS IN HAZARDOUS LOCATIONS IN ACCORDANCE WITH ARTICLE 500 OF THE NEC.

LED LIGHT (G FOR GREEN, R FOR RED)

ALARM HORN

TERMINAL BLOCK/SURGE SUPPRESSOR

COIL

CIRCUIT BREAKER

HOUR METER

HOA SWITCH HAND OFF AUTO

R

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A

F

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

C J O

D H

A N

J K

O C

I

B K

O L

A K

D B

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

G

N:\BIM\Rhodes and Brito\TRACES\DBEH 12-1551, Lift Stations Various, CCAFS\Drawings\DWG\Civil\Reference\space-force-logo.jpg

E-001

E L E

C T

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A L

G

E N

E R

A L

N

O T

E S

LEGEND:

ABBREVIATIONS:

AC ALTERNATING CURRENT

COAX COAXIAL CABLE

COMM COMMUNICATION

DC DIRECT CURRENT

DIA DIAMETER

DR DUPLEX RECEPTACLE

GND GROUND

LED LIGHT EMITTING DIODE

SS SURGE SUPPRESSOR

TB TERMINAL BLOCK

XFMR TRANSFORMER

RTU REMOTE TERMINAL UNIT

RF RADIO FREQUENCY

MCCB MOLDED CASE CIRCUIT BREAKER

MLCB MAIN LINE CIRCUIT BREAKER

CHCB CONDENSATION HEATER

0 0 0 0 0 0.0

LIFT STATION

TYPICAL MOTOR POWER BOX DETAIL

N.T.S.SCALE:

TYPICAL LIFT STATION (PARTIAL PLAN VIEW)

N.T.S.SCALE:

1. MOTOR POWER BOX COVER SHALL FACE AWAY FROM THE PIT.

2. MOTOR POWER BOX ENCLOSURE SHALL BE NEMA 4X STAINLESS STEEL. ENCLOSURE SHALL BE

MINIMUM 36” X 42”. DEPTH SHALL BE DETERMINED BY THE MANUFACTURER.

3. PROVIDE AND INSTALL LAMICOID LABELS FOR EACH COMPONENT, TEXT AS SHOWN IN THE ELEVATION.

PROVIDE LAMICOID LABELS WITH BLACK FACE AND WHITE CORE, TEXT HEIGHT 1/4 INCH.

4. SEE SHEET E-609 FOR LIST OF COMPONENT SHOWN IN THIS ELEVATION

5. INSTALL TRANSFORMER AND CIRCUIT BREAKERS PER LIFT STATION ELECTRICAL RATING SCHEDULE ON

THIS SHEET.

TYPICAL LIFT STATION CONTROLS PEDESTAL

N.T.S.SCALE:

1. PROVIDE 1-1/2" MINI 316 STAINLESS STEEL MOUNTING CHANNEL.

2. PROVIDE NEW HAZARDOUS AREA MOTOR POWER BOX CLASS 1,

DIVISION 1, NEMA 4X, CAST ALUMINUM. SEE WIRING DIAGRAM ON

SHEETS E-601 THROUGH E-604 FOR WIRING DETAILS.

3. PROVIDE 4" X 4" CONCRETE POST.

4. INSTALL NEW MAIN DISCONNECT SWITCH, RATING PER LIFT STATION

ELECTRICAL RATING SCHEDULE ON THIS SHEET IN NEMA 4X STAINLESS

STEEL ENCLOSURE.

5. PROVIDE SEALING FITTINGS IN 2" CONDUITS LEAVING THE MOTOR

POWER BOX TO THE LIFT STATIONS.

6. PROVIDE AND INSTALL NEW TELEMETRY ANTENNA, COORDINATE RF

ANGLE WITH BASE MAINTENANCE CONTRACTOR. SUPPORT ANTENNA

WITH STANDARD 1-1/2" STAINLESS STEEL PIPE 10' ABOVE GRADE. BOLT

TO UNISTRUT AND CONCRETE SLAB. PROVIDE AND INSTALL NEW

REMOTE TERMINAL UNIT (RTU) SCADAPACK, POWER SUPPLY, RADIO

INSIDE CONTROL PANEL. PROGRAMMING OF RTU WILL BE PROVIDED BY

CONTRACTOR IN COORDINATION WITH THE BASE MAINTENANCE

CONTRACTOR. TEST ALL EQUIPMENT FOR PROPER OPERATION.

7. PROVIDE NEMA 4X STAINLESS STEEL CONTROLS ENCLOSURE. ENSURE

ENCLOSURE IS 42" X 36" MINIMUM. DEPTH OF ENCLOSURE IS TO BE

DETERMINED BY THE MANUFACTURER. ENSURE BOTTOM OF

ENCLOSURE IS 48" ABOVE GRADE. PROVIDE ENCLOSURE WITH

CONTINUOUS HINGE COVER, SCREW CLAMP CLOSURE, INTERIOR

HINGED DEADFRONT PANEL, AND BACK PANEL.

8. PROVIDE TEE FITTING FITTING FOR POTABLE WATER PIPE AND STATIC

PRESSURE SENSOR.

9. INSTALL ALARM STROBE.

10. INSTALL ALARM HORN.

11. PROVIDE SUN SHIELD.

12. INSTALL WATER TIGHT GLAND FITTING AT COAXIAL CABLE

PENETRATION OF CONTROL ENCLOSURE.

13. INSTALL TWO CONDUITS FROM THE MOTOR POWER BOX TO THE

CONTROLS ENCLOSURE. INSTALL 120VAC WIRING IN ONE CONDUIT AND

INSTALL 12VDC WIRING IN THE OTHER CONDUIT.

FLAG NOTES:

MOTOR POWER BOX NOTES:

QTY. (3) 2 INCH DIA. ELECTRICAL

HUBS 316 STAINLESS STEEL

PROVIDE 20 FOOT GROUND ROD

3/4 IN DIA. BOND TO ANTENNA,

CONTROL PANEL, AND

DISCONNECT SWITCH WITH #2

BARE COPPER

PROVIDE MOUNTING POST AND

SERVICE DISCONNECT WITH

LIGHTNING ARRESTOR

QTY (3) 2 INCH CONDUITS (316 STAINLESS STEEL) (2)

CONDUIT FOR PUMP POWER CABLES, (1) CONDUIT

FOR FLOATS AND PUMP SENSOR CABLES

THERMAL

OVERLOAD RELAY

PUMP 1

CIRCUIT

BREAKER

CONTACTORS

TRANSFORMER

POWER

DISTRIBUTOR

TO LIFT STATION

TO POWER PANEL

LIFT STATION

CONCRETE PAD

88"

24"

12"

GRADE

11"

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

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D E

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E A

P P

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IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A

F

T R

A C

E S

T E

C H

N I C

A L

R

A N

C

H I T

E C

T

E

N G

I N

E E

R I N

G

S E

R V

I C

E S

D E

L I V

E R

Y

N

O

N el so nE ng in ee ri ng C o.

r h o d i t

A

C J O

D H

A N

J K

O C

I

B K

O L

A K

D B

X X

X X

D B

R E

P A

F

T

S

T A

T I O

N

V

A R

I O

U S

C C

S F

S

F

L

N E

L S

O N

E N

G I N

E E

R I N

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N:\BIM\Rhodes and Brito\TRACES\DBEH 12-1551, Lift Stations Various, CCAFS\Drawings\DWG\Civil\Reference\space-force-logo.jpg

E-501

E L E

C T

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A L

D

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A I

R

G E

S U

P P

R E

S S

O R

CONTACTORS

THERMAL

OVERLOAD RELAY

PUMP 2

CIRCUIT

BREAKER

TRANSFORMER

CIRCUIT BREAKER

CONTROLS

ENCLOSURE

MOTOR

POWER BOX

DIN RAIL (TYP. 4 PLACES)

WIREWAY (TYP. 3 PLACES)

LIFT STATION ELECTRICAL RATING SCHEDULE

LIFT

STATION

NUMBER

DISCONNECT

SWITCH RATING

# OF

PUMPS

MOTOR

HP

PUMP CIRCUIT

BREAKERS

RATING

TRANSFORMER RATING

(SIZE, PRIMARY TO SECONDARY

VOLTAGE)

TRANSFORMER PRIMARY

CIRCUIT BREAKER RATING

55853 600V/ 3P/ 30A 2 3 HP 20A 3KVA, 208V TO 120V 12A

79140 600V/ 3P/ 60A 2 9.4 HP 30A 3KVA, 480V TO 120V 5A

79139 600V/ 3P/ 60A 2 12 HP 40A 3KVA, 480V TO 120V 5A

88928 600V/ 3P/ 60A 2 5 HP 30A 3KVA, 208V TO 120V 12A

90404 600V/ 3P/ 60A 2 15 HP 40A 3KVA, 480V TO 120V 5A

90405 600V/ 3P/ 60A 2 15 HP 40A 3KVA, 480V TO 120V 5A

NEW HAZARDOUS AREA

MOTOR POWER BOX CLASS 1

MAIN DISCONNECT SWITCH

HOA SWITCH

HANDS OFF AUTO

PUMP SELECT

PUMP 1 DUAL PUMP 2

PUMP 1 PUMP 2

PUMP 1

SEAL FAIL

PUMP 1

OVER-TEMP

PUMP 2

SEAL FAIL

PUMP 2

OVER-TEMP

PUMP 1

RUNNING

PUMP 1

FAIL

PUMP 2

RUNNING

PUMP 1 IN

LOCAL

PUMP 2 IN

LOCAL

HORN SILENCE

ACTIVE SILENCE

HOA SWITCH

HANDS OFF AUTO

PUMP 1

FAIL

HOUR

METERS

HOUR

METERS

WET WELL

LIQUID LEVEL

0 0 0 0 0 0.0 0 0 0 0 0 0.0

120 VAC

CONVENIENCE

OUTLET

1606-XLS

DC 12V / 10A

POWER SUPPLY

L N G

INPUT AC

100 - 240V

DC

on

12 -

15v

1606-XLS180B

Allen Bradley

FLOAT

CYCLIC

CHARGING MODE

CHARGING MODE

TEST

BOAC

ENABLE

DISABLE

POWER LOSS

ALARM MODE

1 11

1 11

1 11

TB1 12 VDC

SIGNALS

TB2 +12 VDC

POWER

DISTRIBUTION

TB3 DC GND

BUS

TB4 120 VAC

POWER

DISTRIBUTION

TB5 120 V

NEUTRAL

BUS

TB6 120 VAC

SIGNALS

RELAY 3 RELAY 4

RELAY 7

RELAY 1

RELAY 2

RELAY 5

RELAY 6

RELAY 8

POWER

SUPPLY

SCADAPACK

RADIO

TRANSCEIVER

M L

C B

12 V

BATTERY

CONDENSATION

HEATER

PRESSURE

SENSOR

DC SURGE

SUPPRESSORS

COAXIAL

ANTENNA

SURGE

PROTECTOR

MAINTENANCE LIGHT

4-20 mA

SURGE

SUPPRESSOR

FOR DC POWER

SUPPLY OUTPUT

RADIOBCRTUCB

12VDCCB

12VDC

SURGE

SUPPRESSOR

120VAC

SURGE

SUPPRESSOR

C H

C B

D R

C B

CONTROLS ENCLOSURE DEAD FRONT

CONTROLS ENCLOSURE BACK PANEL

3" = 1'-0"SCALE:

ENCLOSURE DEADFRONT AND BACK PANEL LAYOUT NOTES:

1. ELECTRICAL CONTROL PANEL SHALL FACE AWAY FROM THE PIT.

2. SEE DRAWINGS E-601 THRU E-604 FOR SCHEMATIC DIAGRAMS OF

CONTROL SYSTEM.

3. ROUTE CABLES INSIDE CONTROLS ENCLOSURE IN WIRE WAYS.

4. PROVIDE AND INSTALL CONTROL COMPONENTS, TERMINAL BOARDS

AND BLOCKS, POWER SUPPLY, WIRE WAYS, AND ALL MOUNTING

HARDWARE.

5. SEE DRAWING E-501 FOR ENCLOSURE TYPE AND DIMENSIONS.

6. PROVIDE AND INSTALL LAMICOID LABELS FOR ALL COMPONENTS AS

SHOWN IN THESE ELVATIONS. MAKE LAMICOID LABLELS WITH BLACK

FACE, WHITE CORE, WITH LETTERING 1/4 INCH IN HEIGHT.

7. SEE SHEET E-609 FOR LIST OF COMPONENTS SHOWN IN THESE

ELEVATIONS.

3" = 1'-0"SCALE:

A

B

2 3

C

D

1 2 3

4 5 6

I

T

E

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET

IDENTIFICATION

C

D

A

B

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

C O

N T

R A

F

A

F

T R

A C

E S

T E

C H

N I C

A L

R

A…