Attch_1_-_SXHT_10-1051_Drawings.pdf

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AIR FORCE BASE

MIAMI

TAMPA

ORLANDO

PATRICK

TALLAHASSEE

JACKSONVILLE

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T968

SOQ2

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PAV4

PAV5

PAV1

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T-Golon10

PAV9

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CONTROL ROAD

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COUGAR RUN

SANDOLLAR C

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ACCESS ROAD

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PORPOISE COVE

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PANTHER R

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STATE ROAD 404

STATE ROAD 404 (ONRAMP)

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ACCESS ROAD

ACCESS ROAD

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COYOTE RUN

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IROQUIS TRAIL

IROQUIS TRAIL

BEAR R

UN

BEAR RUN

ALLIG

ATOR RUN

ALLIGATOR RUN

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UNKNOWN

CONTROL ROAD

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ANVIL ROAD

ANVIL ROAD

ACCESS ROAD

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PINEDA EXPRESSWAY

SOUTH GATE (PERSONNEL ONLY)

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TRUCK DELIVERY ONLY

BUILDING 423 -

CONTRACTING OFFICER

BUILDING 535-45TH CES

MAIN GATE

(PERSONNEL ONLY)

S.R. A1A

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GOLF COURSE

PATRICK AIR FORCE BASE

FLORIDA

SCALE:

LOCATION PLAN

NONE

TRUE

NORTH

N

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 (FDOT UTILITY)

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

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

PROJECT

LOCATION

SCALE:

ENLARGED DINING HALL & DEOMI AREA

NONE

PARKING

LOT

BANANA

RIVER

LS 350

DINING HALL

BUILDING 350

DEOMI

BUILDING 352

CE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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SHEET

IDENTIFICATION

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O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

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2 3

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1 2 3

4 5

4 5

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G-001

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LS 326

PROJECT

LIMITS

DRAWING INDEX

Sheet Number Sheet Title

G-001

VICINITY MAP, LOCATION MAP AND DRAWING INDEX

CIVIL

C-001

GENERAL NOTES, ABBREVIATIONS, AND LEGEND

C-101 LIFT STATION 326 & 350 DEMO PLAN AND LIFT STATION 326 SITE PLAN

C-201 SANITARY SEWER SERVICE PLAN AND PROFILE

C-501 LIFT STATION 326 DETAILS AND NOTES

C-502 SANITARY SEWER DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL ABBREVIATIONS

ED-101 LIFT STATION 326 & 350 ELECTRICAL DEMO PLAN

E-101 LIFT STATION 326 & 350 ELECTRICAL NEW PLAN

E-501 ELECTRICAL PANEL DETAIL

E-502 ENCLOSURE AND DEADFRONT LAYOUT

E-503 LIFT STATION TERMINAL CONNECTION BOX DETAIL

E-606 SEQUENCE OF OPERATIONS LIFT STATION

E-607 LIFT STATION CONTROL PANEL POWER

E-608 LIFT STATION CONTROL PANEL 120V WIRING

E-609 LIFT STATION CONTROL PANEL 120V WIRING

E-610 LIFT STATION CONTROL PANEL SCADAPACK WIRING

E-611 LIFT STATION CONTROL PANEL COMMUNICATION AND FIELD WIRING

SXHT 10-1051

REPAIR SEWAGE LIFT STATION 350

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SHEET

IDENTIFICATION

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H I T

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E R

V I C

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F A

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O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

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2 3

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1 2 3

4 5

4 5

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B

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C-001

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R D

GENERAL NOTES:

1. SEE SHEET C-501 FOR TYPICAL LIFT STATION, NOTES AND DETAILS.

2. SEE ELECTRICAL SHEETS FOR ELECTRICAL NOTES, PLANS AND DETAILS.

3. IF AT ALL POSSIBLE, ALL DEMOLITION WORK SHALL OCCUR AFTER THE NEW SEWER LIFT STATION SYSTEM IS PLACED

INTO OPERATION TO AVOID UNNECESSARY SEWER OUTAGE.

4. NEW ELECTRICAL SUPPLY AND CONTROL PANEL SHALL BE INSTALLED AND OPERATIONAL IN ORDER TO MINIMIZE

POWER OUTAGE DURING TRANSFER.

5. COORDINATE ALL UTILITY OUTAGES THROUGH THE CONTRACTING OFFICER. THE CONTRACTOR SHALL 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.

6. CONTRACTOR IS RESPONSIBLE TO REQUEST UTILITY LOCATES AND OBTAIN AAF FORM 103 PRIOR TO CONSTRUCTION.

7. UNDERGROUND UTILITY LINES SHOWN ARE FIELD SURVEY LOCATIONS OF LINES PAINTED BY DRMP INC. AND SHALL BE

VERIFIED BY THE CONTRACTOR.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING CONCRETE FOR ASBESTOS PER SPECIFICATION SECTION 01 57 19

PRIOR TO CUTTING OPERATIONS FOR DISPOSAL OF STRUCTURES SHOWN TO BE REMOVED OR DEMOLISHED.

9. CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086, HAZARDOUS MATERIALS MANAGEMENT, FEBRUARY 2015 AND THE 45TH SW HAZMAT TRACKING PROCEDURES FOR CONSTRUCTION AND SERVICE

CONTRACTORS. THE CONTRACTOR SHALL CONTACT THE 45 CES/CEIE HAZARDOUS MATERIALS PROGRAM MANAGER AT

321-494-9268 TO REVIEW AUTHORIZATION PROCEDURES PRIOR TO HAZARDOUS MATERIALS BEING BROUGHT ON TO 45

SW PROPERTY. NO HAZARDOUS MATERIALS ARE ALLOWED TO BE BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT

PRIOR APPROVAL.

10. DISPOSAL OF WASTE STREAM SHALL COMPLY WITH THE 45SW OPLAN 19-14 WASTE MANAGEMENT PLAN.

11. IF NIGHT WORK IS REQUIRED FROM 1 MAY TO 31 OCT BETWEEN 2100 TO 0600 HOURS, A LIGHT MANAGEMENT PLAN MUST

BE REVIEWED AND APPROVED THROUGH THE CONTRACTING OFFICER AND 45 CES ENVIRONMENTAL (45 CES/CEIE) AT

LEAST 45 DAYS PRIOR TO NIGHT WORK COMMENCEMENT.

12. SOLID WASTE MUST BE MANAGED IN ACCORDANCE WITH THE INSTRUCTIONS SET FORTH IN THE CONTRACT

SPECIFICATIONS. THE CONTRACTOR IS ALSO RESPONSIBLE FOR OFF-SITE DISPOSAL OF NON-HAZARDOUS WASTE AND

ALLOW FOR THE RECYCLING OF MATERIALS AND DEBRIS TO THE LARGEST EXTENT POSSIBLE.

13. CONSTRUCTION DEWATERING IS NECESSARY FOR THE INSTALLATION OF THE PROPOSED GRAVITY SEWER SERVICE

LINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APPROVAL OF A DEWATERING PLAN, THROUGH THE

CONTRACTING OFFICER, PRIOR TO ANY DEWATERING. NO CONSTRUCTION DEWATERING SHALL BE ALLOWED INTO

EXISTING STORMWATER RETENTION AREAS. REFERENCE SPECIFICATIONS SECTION 01 57 19, PARAGRAPH "SURFACE

AND GROUNDWATER."

14. STORMWATER BMPs FOR EROSION AND SEDIMENTATION CONTROL SHALL BE INSTALLED PRIOR TO START OF SITE

CONSTRUCTION OR DEMOLITION.

15. THE DINING FACILITY AND DEOMI BLDG WILL BE OPERATIONAL DURING CONSTRUCTION, THE FINAL TIE-IN CONNECTIONS

AFFECTING SERVICE OUTAGE SHALL BE COORDINATED WITH THE CONTRACTING OFFICER TO BE PERFORMED EITHER

OVER THE WEEKEND OR DURING OVERNIGHT HOURS. THE CONTRACTOR SHALL ALSO ENSURE PUBLIC SAFETY

MEASURES AND MINIMIZED IMPACTS TO THE DINING HALL AND DEOMI PATRONS ARE PROVIDED.

16. CONTRACTOR SHALL COORDINATE WITH THE WATER SHOPS THROUGH THE CONTRACTING OFFICER FOR EXISTING

FORCEMAIN SHUTOFF TO MAKE FINAL TIE-IN CONNECTIONS.

PVC POLYVINYL CHLORIDE

GA GUY ANCHOR

CPP CONCRETE POWER POLE

T.O.P. TOP OF PIPE ELEVATION

FMB

FMT

FORCEMAIN BEND

FORCEMAIN TEE

FM FORCEMAIN PIPE

PROPOSED SILT FENCE

SF

LEGEND:

EXISTING UNDERGROUND WATER MAIN

EXISTING UNDERGROUND GAS LINE

EXISTING UNDERGROUND COMMUNICATION

EXISTING SANITARY GRAVITY SEWER

G

SS

EXISTING UNDERGROUND ELECTRICE

C

X

X

PROPOSED GRAVITY SANITARY SEWERSS

W

X

EXISTING STORM DRAIN LINESD

X

EXISTING DOMESTIC WATER SERVICE LINE

EXISTING UNDERGROUND FIRE LINEF

EXISTING ABANDONED IN PLACE WATER LINE

AIP

X

X

EXISTING SANITARY FORCE MAINFM

PROPOSED GRAVITY SANITARY SEWERFM

ITEM TO BE REMOVED OR DEMOLISHED

CTRL. CONTROL

MCC MOTOR CONTROL CENTER

MTS MANUAL TRANSFER SWITCH

GEN. GENERATOR

XFMR TRANSFORMER

MH MANHOLE

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170004

RAEIS CONTRACT NO: FA2521-13-D-0005-17F0033

ABBREVIATIONS:

CONC.

CLP

CMH

INV.

MW

N

RCP

CONCRETE

CONCRETE LIGHT POLE

COMMUNICATIONS MANHOLE

INVERT

MONITORING WELL

NORTHING

REINFORCED CONCRETE PIPE

WV WATER VALVE

NAD

USC&GS

NORTH AMERICAN DATUM

UNITED STATES COAST & GEODETIC SURVEY

FH FIRE HYDRANT

NAVD 88 NORTH AMERICAN VERTICAL DATUM OF 1988

TH TEST HOLE

TYP TYPICAL

CLF CHAINED LINK FENCE

GPS GLOBAL POSITIONING SYSTEM

MGP METAL GUARD POST

EL.

EHH

ELEVATION

ELECTRIC HANDHOLE

PIV POST INDICATOR VALVE

IRT 5/8" IRON ROD TRAVERSE

C.O. CONTRACTING OFFICER

Gx UNDERGROUND GAS

Cx UNDERGROUND COMMUNICATIONS

Wx UNDERGROUND WATER

E

ECP

EASTING

ELECTRIC CONTROL PANEL

SVV SANITARY VALVE VAULT

SSx UNDERGROUND SANITARY SEWER

LB

LS

LAND SURVEYING BUSINESS

LIFT STATION

ET

Ex

ELECTRIC TRANSFORMER

UNDERGROUND ELECTRIC

GL GROUND LIGHT

NDT NAIL & DISK TRAVERSE

FDC FIRE DEPARTMENT CONNECTION

GV GAS VALVE

DCDA DOUBLE CHECK DETECTOR ASSEMBLY

GT GREASE TRAP MANHOLE

FOx UNDERGROUND FIBER OPTIC

SDx UNDERGROUND STORM DRAINAGE

CO CLEANOUT

G E

N E

R A

L

N

O T

E S

A

B B

R E

V I A

T I O

N S

A N

D

L E

G E

N D

R E

P A

W

A G

E

L I F

T

S

T A

T I O

N

S X

F

P A

F B

F

L

SURVEYOR'S NOTES:

1. THIS IS NOT A BOUNDARY SURVEY.

2. The coordinate values and bearings shown hereon are based on North

American Datum (NAD) of 1983, Florida East and were established from

GPS observations using published values for United States Coastal &

Geodetic Survey (USC&GS) monument "TECH".

3. The elevations shown hereon are based on USC&GS Monument "TECH," elevation = 6.80 feet. All elevations shown are based on North American

Vertical Datum of 1988 (NAVD 88).

4. Only above ground indications of utilities and LINE paint marks placed by

DRMP Inc. to indicate underground utilities were located by this survey.

A

M b a r v x

S D x

NDT LB266

N= 1426150.557

W

MW

MGP

MGP

MGP

MGP

MGP

MGP

PIV

DCDA

WV

CLP

STP

LS

LIFT STATION 350

TOP EL.= 4.08

SVV

EHH

C

CMH

ECP

SCV

LS

LIFT STATION 326

TOP EL.= 5.61

SVV

ECP

63X56" CATCH BASIN 3.37

3.95

3.95

GL

GL

GL

GL

CO

CO 4.63

CO

CO 4.35

CO 5.02

GT

GT

GT

GT

WV

FDC

FH

GV

TH 4 3.4

TH 6 3.7

TH 5 4.1

TH 3 4.0

TH 2 5.2

TH 1 4.7

G x

G x

G x

G x

G x

G x

G x

G x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

W x

W x

W x

W x

W x

W x

W x

W x

W x

F O x F

O x

F O x

S D x

CONC. SIDEWALK

6" CONC. CURB (TYP.)

DUMPSTER PAD

CONC. SIDEWALK

DETECTABLE RAMP

C

O N

C

C

U R

B

T

Y P

8" x 6' MASONRY WALL

S. INV. -1.17 (24" RCP)

W. INV. -1.24 (24" RCP)

EDGE OF ASPHALT (TYP.)

E D

A

S P

H A

Y P

ASPHALT DRIVE

Gx Gx Gx Gx

Gx

Gx

Gx

Gx

G x

G x

G x

Gx Gx

Gx Gx Gx Gx Gx

FOx FOx

F O x

F O x

F O x F

O x

F O x

F O x

F O x

FO

x

FO

x

FOx FOx

FOx

Ex Ex

Ex Ex Ex

Ex

E x

E x

E x

E x

E x

Ex

E x

Ex

Ex

Ex

W x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

C x

C x

C x

S S x

R

C P

R

C P

INV. 1.60

DEOMI

AREA

E x

E x

CHILLER

W. INV. -1.72

F M

F

M

W. INV. -2.25

S S x

S S x

SS

x

SS

x

SS

x

174LF 24" RCP SD @ 0.24%

DINING HALL

INV. -1.50

INV. -1.56

6" FM

S D x

S D x

NDT LB266

N= 1426150.557

W

MW

MGP

MGP

MGP

MGP

MGP

MGP

PIV

DCDA

WV

CLP

STP

LS

LIFT STATION 350

TOP EL.= 4.08

SVV

EHH

C

CMH

ECP

SCV

LS

LIFT STATION 326

TOP EL.= 5.61

SVV

ECP

63X56" CATCH BASIN 3.37

3.95

3.95

GL

GL

GL

GL

CO

CO 4.63

CO

CO 4.35

CO 5.02

GT

GT

GT

GT

WV

FDC

FH

GV

TH 4 3.4

TH 6 3.7

TH 5 4.1

TH 3 4.0

TH 2 5.2

TH 1 4.7

G x

G x

G x

G x

G x

G x

G x

G x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

W x

W x

W x

W x

W x

W x

W x

W x

W x

F O x F

O x

F O x

S D x

CONC. SIDEWALK

6" CONC. CURB (TYP.)

DUMPSTER PAD

CONC. SIDEWALK

DETECTABLE RAMP

C

O N

C

C

U R

B

T

Y P

8" x 6' MASONRY WALL

S. INV. -1.17 (24" RCP)

W. INV. -1.24 (24" RCP)

EDGE OF ASPHALT (TYP.)

E D

A

S P

H A

Y P

ASPHALT DRIVE & PARKING

ASPHALT DRIVE

Gx Gx Gx Gx

Gx

Gx

Gx

Gx

G x

G x

G x

Gx Gx

Gx Gx Gx Gx Gx

FOx FOx

F O x

F O x

F O x F

O x

F O x

F O x

F O x

FO

x

FO

x

FOx FOx

FOx

Ex Ex

Ex Ex Ex

Ex

E x

E x

E x

E x

E x

Ex

E x

Ex

Ex

Ex

W x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

C x

C x

C x

S S x

R

C P

R

C P

INV. 1.60

DEOMI

AREA

E x

CHILLER

W. INV. -1.72

F M

F

M

W. INV. -2.25

S S x

S S x

SS

x

18" RCP

INV. -0.28

SS SS SS SS

SS

x

SS

x

174LF 24" RCP SD @ 0.24%

DINING HALL

INV. -1.50

S

S

S

S

S

S

S

S

INV. -1.56

60LF 6" PVC SS @ 0.58%

CO 4.70

INV. -1.9160LF 6" PVC SS @ 0.58%

18" RCP

INV. -0.40

BOT. -0.60

CO 3.55 (FLUSH)

INV. -2.25

S. INV. -2.80

CO 5.10

INV. -2.74

24" RCP

INV. -1.26

BOT. -1.50

11LF 6" PVC

SS @ 0.58%

CO 4.57

INV. -1.54

10LF 6" PVC

SS @ 0.58%

6" FM

C

SCALE:

LIFT STATION 326 SITE PLAN

1" = 10'

T

R

U

E

N

O

R

T

H

NORTH

PLAN

30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

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

I

T

E

D E

L I V

E R

Y

N

O

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

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

C-101

D

A

R T

Z N

E R

D

L A

V E

N D

E R

C

H

A R

T N

E T

T

S X

F

G

B

E A

R D

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170004

RAEIS CONTRACT NO: FA2521-13-D-0005-17F0033

SCALE:

LIFT STATION 326 & 350 DEMO PLAN

1" = 10'

T

R

U

E

N

O

R

T

H

NORTH

PLAN

DEMOLITION FLAG NOTES:

20. REMOVE PORTIONS OF EXISTING 6" SANITARY SEWER SERVICE

LINE. PRIOR TO COMMENCING DEMOLITION THAT WOULD

INTERRUPT SERVICE, CONTRACTOR IS RESPONSIBLE FOR

TEMPORARY FLOW BYPASS TO DIVERT EXISTING FLOW FROM

THE BLDG. 350 WASTE AND GREASE TRAP LINES, TO THE

DOWNSTREAM SANITARY SEWER CLEAN OUT WHILE MAKING

FINAL TIE-IN CONNECTIONS DURING CONSTRUCTION.

21. REMOVE EXISTING PUMPS, RAIL SYSTEM, DISCHARGE PIPING,

HARDWARE, FLOATS, AND ELECTRIC WIRING, ETC. FROM INSIDE

WET WELL.

22. REMOVE EXISTING VALVES, DISCHARGE PIPING, AND HARDWARE

FROM INSIDE VALVE VAULT.

23. DISCONNECT 480 V POWER TO EXISTING LIFT STATION CONTROL

PANEL FED FROM BLDG. 352 PANEL MSBD-1, SEE ELECTRICAL.

REMOVE AND TURN OVER THE EXISTING CONTROL PANEL TO

GOV'T.

24. REMOVE EXISTING CONCRETE SLAB AROUND LS 350 WET WELL

AND VALVE VAULT, INCLUDING THE WET WELL TOP SLAB AND

HATCHES. DISCONNECT POWER AND REMOVE AND TURN OVER

THE EXISTING CONTROL PANEL TO GOV'T.

25. REMOVE THE LS 350 CONCRETE VALVE VAULT AND 4' DIA.

CONCRETE WET WELL DOWN TO 4 FEET BELOW GRADE. BREAK

UP STRUCTURE BOTTOM CONCRETE AND BACKFILL TO GRADE,

RESTORE DISTURBED AREA WITH BAHIA SOD.

26. SAWCUT ASPHALT AND REMOVE FOR PROPOSED SANITARY

SEWER SERVICE LINE TRENCHING.

27. SAWCUT CONCRETE CURB AND REMOVE EXISTING PORTIONS

FOR SANITARY SEWER SERVICE LINE TRENCHING.

28. SAWCUT AND REMOVE EXISTING CONCRETE SIDEWALK FROM

NEAREST JOINT FOR SANITARY SEWER SERVICE CONNECTIONS.

29. ABANDON EXISTING 3" FM VALVE IN THE CLOSED POSITION WITH

THE VALVE BOX REMOVED. CUT AND GROUT CAP EACH END OF

ABANDONED 3" FM PIPE.

CONSTRUCTION FLAG NOTES:

1. CONSTRUCT 6" SCHD. 80 PVC DISCHARGE PIPING, EMERGENCY

BYPASS PUMPOUT, AND VALVES BELOW GRADE INSIDE

CONCRETE VALVE VAULT. PAINT THE INSTALLED VALVES,

FITTINGS, PIPES WITH SAFETY GREEN SW 4085 HI-SOLIDS

POLYURETHANE, 2 COATS OF 4.5 TO 8.0 MILS WFT EACH TO

ACHIEVE 3.0 TO 5.0 MILS DFT EACH.

2. REPLACE EXISTING PUMPS WITH (2) NEW SUBMERSIBLE PUMPS,

REPLACE ENTIRE RAIL SYSTEM WITH NEW S.S. RAILS TO FIT NEW

PUMPS, SEE PUMP SELECTION AND DETAILS ON SHEET C-501.

3. PROVIDE NEW DUPLEX ELECTRIC CONTROL PANEL FOR LIFT

STATION, SEE ELECTRIC PLANS.

4. OPEN CUT REMOVE AND REPLACE ASPHALT PAVEMENT FOR

INSTALLATION OF NEW 6" PVC SANITARY SERVICE LINE.

5. OPEN CUT REMOVE AND REPLACE CONCRETE VERTICAL CURB.

6. OPEN CUT REMOVE AND REPLACE 4" CONCRETE WALK FOR

INSTALLATION OF 6" PVC GRAVITY SS SERVICE PIPE TO MATCH

EXISTING INVERTS FROM GREASE TRAP OUTLET AND BLDG. 350

WASTE LINE OUTLETS.

7. CUT AND GROUT CAP ENDS OF EXISTING 6" SS & 3" FM.

9. 6"x6" WYE & REPAIR SLEEVE, RECONNECT (2) WASTE SERVICE

LATERALS & GREASE LINE, VERIFY SIZES & INVERTS.

10. CORE DRILL HOLE IN WET WELL FOR CONNECTION OF NEW 6"

PVC SANITARY SERVICE LINE.

C-501

A

24 25

EXISTING 3" VALVE ON FM

CONNECTION LOCATED

APPROX. 30' EAST

LS 326 TO BE

REFURBISHED

LS 350 TO BE

DEMOLISHED

CONTRACTOR SHALL TAKE CARE

NOT TO CAUSE DAMAGE DURING

CONSTRUCTION TO THE EXISTING

COMM. LINE AND WATER LINE

LOCATED NEAR LS 326.

THERE IS NO ISOLATION

SHUTOFF VALVE AT FM BRANCH

CONNECTION TO THE EAST.

CONTRACTOR SHALL

COORDINATE EXISTING FM LINE

SHUTOFF WITH WATER SHOPS

THROUGH THE C.O. IN ORDER

TO MAKE FINAL TIE-INS.

L I F

T

S

T A

T I O

N

M

O

P

L A

N

A

N D

L I F

T

S

T A

T I O

N

S

I T

E

P

L A

N

R E

P A

W

A G

E

L

I F

T

S

T A

T I O

N

S X

F

P A

F B

F

L

A

M b a r v

-3

-1

-2

SANITARY SEWER SERVICE PROFILE

-3

-1

-2

140 160 180 200 220 240

GREASE

(2) CO

EXIST.

GR.

LINE

FROM

BLDG

CONNECT

6" PVC REPAIR SLEEVE

INV. -1.56

EXIST. SS LINE

FROM BLDG 350

6" VERT.

CURB

TRAP

EXIST.

1.5" PVC

ELEC.

EXIST.

EXIST.

EXIST.

2" DW

EXIST.

6" FIRE

MAIN

EXIST.

FIBER

OPTIC

EXIST.

6" WM

TO FH

EXIST.

ELEC.

EXIST.

2" GAS

EXIST.

18" RCP

INV. -0.40

BOT. -0.60

EXIST.

(4) 4" PVC

COMM.

ASPHALT

DRIVE

L.S.

EXIST.

WET

WELL

INV.

-1.72

TOP 5.61

EXISTING

GRADE

OPEN CUT REMOVE &

REPLACE ASPHALT DRIVE

& CURBS

INV.

-2.80

6" WYE

INV. -1.57

6" WYE

INV. -1.60

6" VERT.

CURB

6" WYE & CO

INV. -2.25

CO

INV. -1.91

60 L F

P V

C S

S

.5

8%

60 L F

P V

C S

S

.5

8%

EXIST.

24" RCP

INV. -1.26

BOT. -1.50

*3-

CONST. CONCRETE

SADDLE TO SUPPORT

24" RCP BOTH SIDES OF

6" PVC SS XING

EXIST.

8" WM

TO DEOMI

6" WYE & CO

INV. -2.74

83 L F

P V

C S

S

.5

8%

8 L F

P V

C

S S

.5 8%

C

C-502

S D x

S D x

NDT LB266

N= 1426150.557

W

MW

MGP

MGP

MGP

MGP

MGP

MGP

PIV

DCDA

WV

CLP

STP

LS

LIFT STATION 350

TOP EL.= 4.08

SVV

EHH

C

CMH

ECP

SCV

LS

LIFT STATION 326

TOP EL.= 5.61

SVV

ECP

63X56" CATCH BASIN 3.37

3.95

3.95

GL

GL

GL

GL

CO

CO 4.63

CO

CO 4.35

CO 5.02

GT

GT

GT

GT

WV

FDC

FH

GV

TH 4 3.4

TH 6 3.7

TH 5 4.1

TH 3 4.0

TH 2 5.2

TH 1 4.7

G x

G x

G x

G x

G x

G x

G x

G x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

W x

W x

W x

W x

W x

W x

W x

W x

W x

F O x F

O x

F O x

S D x

CONC. SIDEWALK

6" CONC. CURB (TYP.)

DUMPSTER PAD

CONC. SIDEWALK

DETECTABLE RAMP

C

O N

C

C

U R

B

T

Y P

8" x 6' MASONRY WALL

S. INV. -1.17 (24" RCP)

W. INV. -1.24 (24" RCP)

EDGE OF ASPHALT (TYP.)

E D

A

S P

H A

Y P

ASPHALT DRIVE & PARKING

ASPHALT DRIVE

Gx Gx Gx Gx

Gx

Gx

Gx

Gx

G x

G x

G x

Gx Gx

Gx Gx Gx Gx Gx

FOx FOx

F O x

F O x

F O x F

O x

F O x

F O x

F O x

FO

x

FO

x

FOx FOx

FOx

Ex Ex

Ex Ex Ex

Ex

E x

E x

E x

E x

E x

Ex

E x

Ex

Ex

Ex

W x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

C x

C x

C x

S S x

R

C P

R

C P

INV. 1.60

DEOMI

AREA

E x

E x

CHILLER

W. INV. -1.72

F M

F

M

W. INV. -2.25

S S x

S S x

SS

x

18" RCP

INV. -0.28

SS SS SS SS

SS

x

SS

x

174LF 24" RCP SD @ 0.24%

DINING HALL

INV. -1.50

S

S

S

S

S

S

S

S

INV. -1.56

60LF 6" PVC SS @ 0.58%

CO 4.70

INV. -1.9160LF 6" PVC SS @ 0.58%

18" RCP

INV. -0.40

BOT. -0.60

CO 3.55 (FLUSH)

INV. -2.25

S. INV. -2.80

CO 5.10

INV. -2.74

24" RCP

INV. -1.26

BOT. -1.50

11LF 6" PVC

SS @ 0.58%

CO 4.57

INV. -1.54

10LF 6" PVC

SS @ 0.58%

6" FM

C

C-502

SCALE:

SANITARY SEWER SERVICE PLAN

1" = 10'

T

R

U

E

N

O

R

T

H

NORTH

PLAN

SCALE:

SANITARY SEWER SERVICE PROFILE

H: 1" = 10'; V: 1"= 1'

30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

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

I

T

E

D E

L I V

E R

Y

N

O

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

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

C-201

D

A

R T

Z N

E R

D

L

A V

E N

D E

R

C

H

A R

T N

E T

T

S X

F

G

B

E A

R D

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170004

RAEIS CONTRACT NO: FA2521-13-D-0005-17F0033

A

C-501

LS 350 TO BE

DEMOLISHED

*NOTE: PRIOR TO START OF CONSTRUCTION

OF NEW 6" GRAVITY SS SERVICE LINE,

CONTRACTOR SHALL VERIFY EXISTING

UTILITY CROSSING ELEVATIONS. ANY

DISCREPANCIES FOUND IN THE FIELD

COMPARED TO WHAT IS SHOWN ON THE

PLANS SHALL BE IMMEDIATELY BROUGHT TO

THE ATTENTION OF THE C.O. IN ORDER FOR

A RESOLUTION TO BE PROVIDED BY THE

ENGINEER.

S A

N I T

A R

Y

S

E W

R

V I C

E

P

L A

N

A N

D

P

R O

F I L E

R E

P A

W

A G

E

L I F

T

S

T A

T I O

N

S X

F

P A

F B

F

L

A

M b a r v

REPLACE SUBMERSIBLE SEWAGE

PUMPS TO BE LOCATED ALONG

C.L. OF WET WELL UNLESS

OTHERWISE NOTED.

PROPOSED

6" GRAVITY SS

INFLUENT LINE

FROM BLDG. 350

316 S.S. CABLE HOLDER (

" ROD HOOKS, ETC.,

SEE SPECIFICATIONS) LOCATED ON OPPOSITE

SIDE AS DISCHARGE PIPES

EXISTING DOORS ALUMINUM

LOCKABLE HATCH COVER

4" VENT w/6" DIA.

(SEE NOTE 9)

EXISTING CONCRETE WET WELL TOP WITH

HATCH OPENING TO REMAIN.

18"

SCALE:

LIFT STATION #326 - DUPLEX PLAN

NONE

A

C-501

6" (MIN) CLEARANCE BETWEEN

PUMP BODY AND HATCH

OPENING (AROUND ALL

EDGES OF PUMP)

5"

316 S.S. GUIDE RAILS

FOR PUMP REMOVAL

SUBMERSIBLE SEWAGE PUMPS, EXPLOSION PROOF

WITH PREMIUM EFFICIENCY MOTORS

BASE ELL TO BE FABRICATED BY PUMP

MANUFACTURER. BASE ELBOW TO BE SIZED FOR

EFFLUENT PIPE CONNECTION.

316 S.S. PIPE BRACE

316 STAINLESS STEEL LIFTING

CHAINS WITH 3'-0" MIN. EXCESS

FL SCH 80

6" PVC PIPE

PUMP BASE PLATE

EL. "A"

CONDUITS TO CONTROL PANEL

(PUMPS/TRANSMITTER/FLOATS)

SEE PUMP STATION ELECTRIC PLANS

EXISTING CONCRETE

WET WELL

SECTION "A-A"

EXISTING INV ELEV. (-) 1.72

EXISTING 6" GRAVITY INFLUENT PIPE

FLOAT SWITCHES, PROVIDE (4),

HIGH LEVEL, LAG PUMP ON,

LEAD PUMP ON, AND PUMP OFF

LIFTING

BAIL

SCALE:

LIFT STATION #326 WET WELL

NONE

B

C-501

EXISTING CONCRETE TOP SLAB

AND COVER

REPLACE 4" VENT

INCLUDE S.S. SCREEN

30°

HIGH LEVEL ALARM ELEV. "C"

LAG PUMP ON ELEV. "D"

BOTH PUMPS OFF ELEV. "F"

LEAD PUMP ON ELEV. "E"

WET WELL INVERT = EL. "G"

6' DIA.

(3) 90° FL BEND, (2) NOT SHOWN

FL PLUG VALVE W/2-INCH

90° FL BEND

FL CHECK VALVE (LEVER & WEIGHT)

SEAT END ON CHECK

VALVE SIDE

A

FLANGED SPOOL PIECE OR FLANGED

FILLER AS NEEDED. SEE PUMP

SEPARATION NOTES.

SEAT END OF PLUG VALVE

90° BEND (FLANGED)

PLUG VALVE (FLANGED)

PUMPOUT MALE CAMLOCK (PO)

w/CAP (ALUM)

BLIND FLANGE w/NIPPLE (S.S.)

REDUCER (FLANGED) IF REQUIRED

6" FL CROSS TEE

VERTICAL PLUG VALVE (FLANGED)

FLANGED CHECK VALVE

(LEVER & WEIGHT)

EXISTING 6" FM

EFFLUENT PIPE

(BELOW GROUND)

TO REMAIN

6" FL CROSS (NOT SHOWN)

E X

I S

T I N

G

C

O V

E R

EXISTING 6"

EFFLUENT FM PIPE

EL. "A"

OPERATOR NUT AND GEAR ACTUATOR

GENERAL NOTES:

SANITARY SEWERAGE NOTES:

1. ALL EXPOSED FERROUS METAL SHALL BE PRIMED WITH TWO COATS OF EXTERIOR ENAMEL PAINT, SAFETY GREEN.

2. CARE SHALL BE TAKEN NOT TO DAMAGE EXISTING CONCRETE WET WELL OR VALVE VAULT TO REMAIN.

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

CLEARANCES AS SHOWN FOR 6" DIA. PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES.

5. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATER-TIGHT WITH WALL SLEEVES

AND LINK-SEAL.

6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 S. STL. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP

MANUFACTURER.

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

CONNECTED USING LOCK WASHERS.

9. FLEXIBLE COUPLINGS SHALL BE SLEEVE TYPE.

10. SEE ELECTRICAL PLANS FOR CONTROL PANEL CONNECTIONS; SEE SHEET C-502 FOR CONTROL PANEL

SUPPORT DETAIL.

11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPING, VALVES, WET WELL, MANHOLES, ACCESSORIES, AND

CONTROLS, FOR A COMPLETE AND OPERABLE SANITARY SEWAGE LIFT STATION.

12. CONTRACTOR SHALL COORDINATE THE FINAL PUMP SELECTION WITH PAFB WATER SHOP PRIOR TO ORDERING TO CHECK FOR COMMON

PUMPS STOCKED AND AVAILABILITY OF MATCHING REPLACEMENT PUMPS AND PARTS.

13. THE CONTRACTOR SHALL 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.

1. WHERE POTABLE WATER AND SANITARY SEWER MAIN CANNOT AVOID CROSSING WITH LESS THAN TWELVE (12) INCHES OF

VERTICAL CLEARANCE OR WHERE THE SEWER MAIN IS ABOVE THE WATER MAIN, THE SEWER MAIN SHALL BE ENCASED WITH

CONCRETE OR UPGRADED TO PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) FOR A

MINIMUM LENGTH OF TWENTY (20) FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL SEPARATION OF

SIX (6) FEET (EDGE TO EDGE) BETWEEN POTABLE WATER MAINS AND SEWER MAINS SHALL BE MAINTAINED WHEN AT ALL

POSSIBLE. WHEN THE 6-FOOT HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE SEWER MAIN SHALL BE INSTALLED

WITH AT LEAST 3-FEET OF SEPARATION AND ON AN UNDISTURBED EARTH SHELF AT LEAST 6" BELOW A POTABLE WATER

MAIN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER THROUGH THE CONTRACTING OFFICER OF ANY LOCATIONS WHERE THE

REQUIRED SEPARATION CANNOT BE MET TO DETERMINE APPROPRIATE ACTION.

2. TESTING AND INSPECTION:

A. GRAVITY SEWERS SHALL BE TESTED TO ENSURE THAT INFILTRATION DOES NOT EXCEED 50 GPD/INCH DIA/MILE.

B. PROVIDE DEFLECTION TEST, SEE NOTE 10.

C. FORCE MAIN SHALL BE PRESSURE TESTED AT 100 PSI MINIMUM FOR A MINIMUM OF 1 HOUR. A LEAKAGE TEST

SHALL BE PERFORMED CONCURRENTLY. LEAKAGE SHALL NOT EXCEED 0.25 GAL/HR/1000 LF OF 3-INCH OR 0.50

GAL/HR/1000 LF OF 6-INCH FORCE MAIN.

D. VACUUM TEST NEW SEWER MANHOLES IN ACCORDANCE WITH ASTM C 1244.

3. ALL SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE

UFC 3-240-01 "WASTEWATER COLLECTION."

4. ALL GRAVITY SANITARY SEWER LINES SHALL BE PVC (ASTM D3034, SDR35) WITH ELECTRO-METRIC GASKETS MEETING ASTM

F477 UNLESS OTHERWISE NOTED. PVC FORCEMAINS SHALL MEET ASTM D 2241 SDR-21 (PC200), OR AWWA C900 DR-18

(PC235). HDPE FORCEMAINS SHALL BE AWWA C906 DR11 (PC160) W/DIP O.D. HDPE PIPE SHALL BE HEAT FUSED BY

PERSONNEL AND EQUIPMENT APPROVED BY THE PIPE REPRESENTATIVE AND BE PROVIDED WITH MJ ADAPTERS (RATED 160

PSI) FOR ELECTRO FUSION APPLICATION. ALL GRAVITY SEWER AND FORCEMAIN PIPE SHALL BE COLOR-CODED GREEN FOR

IDENTIFICATION.

5. PROVIDE ENGINEER WITH AS-BUILT SEWAGE COLLECTION SYSTEM INFORMATION FROM A FLORIDA REGISTERED PROFESSIONAL

LAND SURVEYOR, AT NO ADDITIONAL COST TO THE OWNER, AS FOLLOWS:

HORIZONTAL LOCATION OF FORCE MAIN AND ANY SIGNIFICANT CHANGE IN ELEVATION (COVER)

DISTANCE BETWEEN MANHOLES

MANHOLE & SERVICE LATERAL LOCATIONS FROM DOWNSTREAM MANHOLE INVERT, MANHOLE RIM AND SERVICE WYE

ELEVATIONS

CLEARANCE BETWEEN GRAVITY OR PRESSURE SEWERS AND WATERMAINS COMPUTED SEWER SLOPES

THE SEWER AS-BUILT INFORMATION IS DUE PRIOR TO PAVING AND SODDING. CONTRACTOR SHALL PROVIDE SURVEYOR

24-HOUR NOTICE IN ORDER TO OBTAIN ESSENTIAL LOCATIONS AND ELEVATIONS.

6. VENTILATE PIPE DURING CONSTRUCTION AS REQUIRED TO ELIMINATE REFRACTION ERRORS IN SETTING ELEVATIONS.

7. PROVIDE FERNCO COUPLINGS, OR APPROVED EQUAL, AT ALL CONNECTIONS OF PVC TO D.I. SEWER PIPE.

8. COMPACTION OF BACKFILL WILL BE TESTED TO 98% OF AASHTO T-180 UNDER ROADWAYS, 95% OF AASHTO T-180 UNDER

OPEN AREAS.

9. WET WELL VENT SHALL BE BY REX-BAC-T POLYOK POLY-AIR PCF-PLVF 4" ACTIVATED CARBON STACK FILTER FOR ODOR

CONTROL, OR APPROVED EQUAL.

10. DEFLECTION TESTS: TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS TO

PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM. TEST PIPE USING A RIGID BALL OR MANDREL FOR THE DEFLECTION

TEST WITH A DIAMETER OF NOT LESS THAN 95.0% OF THE BASE INSIDE DIAMETER OF THE PIPE SPECIFIED IN THE

APPENDIX TO ASTM D3034. THE TEST DEVICE SHALL BE PULLED THROUGH BY HAND.

11. PLUG UNUSED SANITARY SEWER SERVICES AND MAINS.

12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER PRIOR TO REMOVAL OF SANITARY SEWER PIPE OR ELECTRICAL SYSTEM

COMPONENTS IN ORDER FOR NOTICES OF SERVICE OUTAGE TO BE DELIVERED, IF OUTAGE IS REQUIRED. WORK SEQUENCE

SHALL BE PLANNED SO AS TO MINIMIZE UTILITY SERVICE OUTAGES.

13. ALL PLUG VALVES SHALL BE PROVIDED WITH A SERVICE GEAR

CAPABLE OF HOLDING AT LEAST 100 PSI TEST PRESSURE FROM

BOTH DIRECTIONS; BURIED AND ABOVEGROUND VALVES SHALL

BE EQUIPPED WITH 2" NUT ACTUATOR.

14. ALL D.I. FITTINGS USED INSIDE WET WELL SHALL BE FUSION

BONDED EPOXY (FBE) COATED.

LIFT STATION

ELEVATION

"A" 5.61'

"B"

-2.80'

"C"

-2.80'

"D"

-3.30'

"E"

-3.80'

"F"

-7.00'

"G"

-10.06'

EXIST. ALUMINUM HATCH

ACCESS DOOR, SHOWN

OPEN

CONTRACTOR TO ENSURE HATCH OPENING DIMENSIONS WHEN

FULLY OPEN PROVIDE REQUIRED CLEARANCE.

SET POINT

HEIGHTS

(EXISTING)

7.26'

6.76'

6.26'

3.06'

0.00'

316 S.S. CABLE HOLDER

" ROD HOOKS, ETC.,

EXISTING

GRADE

SLAB OPENING

6 HOOKS MIN. OR AS NEEDED)

LINK-SEAL ALL

OPENINGS THRU

CONC. WALLS (TYP.)

PLUG VALVE (FLANGED)

PUMPOUT MALE CAMLOCK (PO)

w/CAP (ALUM)

EXISTING ALUMINUM HATCH

ACCESS DOOR, SHOWN

OPEN

EXISTING CONCRETE VALVE VAULT

90° BEND (FLANGED)

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GAUGE

WET WELL

VALVE VAULT

VALVE SUPPORT

(2 TYP.)

EXISTING

2" PVC DRAIN

LINE, WITH

P-TRAP

EXISTING 6" GRAVITY SS INFLUENT LINE

TO REMAIN

CONSTRUCT 6" SDR26 PVC GRAVITY

INFLUENT PIPE , CORE DRILL CONC.

WET WELL WALL, CONTROL

ELEVATION INV ELEV. "B"

EXISTING

EXISTING

FL 6"x4" REDUCER

EXISTING

EXISTING CONC.

MASONRY WALL

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ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170004

RAEIS CONTRACT NO: FA2521-13-D-0005-17F0033

LIFT STATION ELEVATIONS:

TOP OF STATION = 5.61'

EXIST. 6" SS W INV. = -1.72'

PROPOSED 6" SS S INV. = -2.80'

DISCHARGE 6" FM INV. = 1.78'

HIGH WATER ALARM = -2.80'

LAG PUMP ON = -3.30'

LEAD PUMP ON = -3.80'

PUMPS OFF = -7.00'

SUMP INVERT = -10.06'

PUMP SELECTION:

(2) SUBMERSIBLE HYDROMATIC H4HX,

ABS, OR APPROVED EQUAL,

15-HP, 9.75" DIA IMPELLER, 1750 RPM,

480-V, 3-Ph, 60-Hz, PREMIUM EFFICIENCY MOTOR

DESIGN CONDITIONS:

EXISTING FORCE MAIN 50 LF 6" FM FROM

L.S. 326 TO 10" FM 1,950 LF TO L.S. 650

PRIMARY OPERATING CONDITION

SYSTEM CURVE:

150 GPM @ 62.8' HEAD

300 GPM @ 64.8' HEAD

DESIGN POINT 450 GPM @ 68.0' HEAD

600 GPM @ 72.3' HEAD

750 GPM @ 77.5' HEAD

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UNDISTURBED EARTH

SEE NOTE 5

SEE NOTE 10

SEE NOTE 7

1. ASPHALT SHALL BE ASPHALTIC CONCRETE SUPERPAVE SP-12.5; CONCRETE

SHALL BE 3000 PSI MIN.

2. A SLOPE OF 2:1 RATIO SHALL BE USED ONLY WHEN SOIL CONDITIONS DO NOT

ALLOW VERTICAL TRENCHING.

3. COMPACTED BACKFILL MATERIAL SHALL BE FREE OF ASPHALT, LARGE ROCKS

(1-1/2" DIAMETER MAXIMUM), WOOD, ROOTS AND OTHER ORGANIC MATTER.

4. NEW ASPHALT SURFACE SHALL BE 2" IN THICKNESS, MINIMUM, OR MATCH

EXISTING THICKNESS FOR CONCRETE PAVEMENT.

5. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO ALLOW FOR BELL

SECTION OF PIPE.

6. BACKFILL SHALL BE COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING

MECHANICAL TAMPS. THIS COMPACTION APPLIES TO THE MATERIAL PLACED

BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED.

COMPACTION SHALL BE DONE IN 3" LAYERS. BACKFILL SHALL BE COMPACTED TO

98% MAXIMUM DENSITY UNDER ROADS, CURB AND GUTTER, OR 95% MAXIMUM

DENSITY IN SHOULDERS AND OUTSIDE ROAD RIGHT OF WAY. MAXIMUM DENSITY

SHALL BE AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST,

AASHTO T-180, EVERY 500'.

7. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF

THE ORIGINAL BASE, OR 12" MINIMUM.

8. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED.

SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED AND FEATHERED.

9. BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS

THE MATERIALS REMOVED OR EQUAL OR

GREATER STRUCTURAL ADEQUACY. BASE MATERIAL SHALL BE COMPACTED TO

100% MAXIMUM DENSITY DETERMINED BY AASHTO T-180, EVERY 500'.

10. DETECTABLE TYPE MARKER TAPE WITH A 0.35 MIL THICK METALLIC FOIL CORE

PLACED AT 12" BELOW FINISHED GRADE.

EXISTING

ASPHALT

SURFACE

SLOPE 2:1

SEE NOTE 2

TACK

COAT

SCALE:

FOR PARKING LOTS AND DRIVEWAYS DETAIL

NONE

F

C-502

TYPICAL PAVEMENT RESTORATION

VARIES

M I N

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R I E

S

SEE NOTE 8

12"

MIN.

12"

MIN.VARIES

SEE NOTE 4

12"

7"

MIN.

12"

7"

MIN.

I.D.

NOTES:

SCALE:

SIDEWALK REPLACEMENT DETAIL

NONE

I

C-502

6"

PAVING

SLOPE

" PER FT

VARIES - SEE PLAN

CONC.

4" THK.

TYP.

3,000 PSI MIN. CONCRETE

W/ FIBERMESH

SEE NOTE 3

COMPACT SOIL BENEATH

SIDEWALK TO 95% MAX.

DENSITY PER MODIFIED

PROCTOR, AASHTO T-180

SCALE:

CONCRETE SADDLES

NONE

C

C-502

PROVIDE LINK-SEAL

FOR ALL WALL AND

STRUCTURE TOP

PENETRATIONS

5"

SCALE:

LIFT STATION CONDUIT PENETRATION

NONE

D

C-502

CONCRETE WET WELL

SCALE:

SANITARY SEWER CLEANOUT DETAILS

NONE

H

C-502

SCALE:

VERTICAL CURB DETAIL

NONE

E

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#4 Ø CONT.

GRADE

PAVING

6"

M

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O L

D

CONCRETE STRENGTH

SHALL BE 3000 PSI MIN.

6" 6"

6"

CLEANOUT DIAMETER 4" UP

TO 10" PIPE. REF: FLORIDA

BLDG. CODE - PLUMBING

SECT. 70B

PIPE

SIZE

VARIES

BRASS PLUG

FINISHED

GRADE

3000 PSI CONCRETE

COMPACTED

BACKFILL

SANITARY WYE

FITTING

PIPE SIZE

VARIES

NOTE: THIS DETAIL APPLIES TO NON-LOAD BEARING LOCATION.

C/L OF CLEAN-OUT

CLEANOUT DIAMETER 4" UP TO 10"

PIPE. REF: FLORIDA BLDG. CODE -

PLUMBING SECT. 70B

US FOUNDRY 7610

HANDHOLD RING AND

HEAVY DUTY COVER

MARKED "S"

24" CONCRETE SQUARE

FLUSH WITH PAVEMENT

3000 PSI

CONCRETE

THREADED PLUG W/SQUARE NUT

BASE

MATERIAL

ASPHALT

PAVEMENT

CLEAN-OUT LID FOR TRAFFIC LOADING LOCATION.

#5 BAR @ 12" O.C.

EACH WAY

GRAVITY SEWER

SERVICE LINE

R.C.P.

STORM SEWER

R.C.P.

STORM

SEWER

R.C.P.

STORM SEWER

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A

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1'-6"1'-6"

VARIES

C

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CLEARANCE

6" OR LESS

3'3'

SEE NOTE 4

PIPE O.D.

COMMON FILL

12" (TYP.)

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FINISHED

GRADE

CROWN TRENCH IN

UNIMPROVED

AREAS (3" MIN.)

(SEE NOTE 8)

UNDISTURBED

EARTH

(SEE NOTE 3)

SELECT

COMMON

FILL

SEE NOTE 9

SCALE:

TYPE "B" BEDDING AND TRENCHING DETAIL

NONE

G

C-502

UNDISTURBED EARTH OR

COMPACT SOIL BENEATH

CRADLES TO 98% MAX.

DENSITY PER MODIFIED

PROCTOR, AASHTO T-180

NOTES:

1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 98% OF THE MAXIMUM

DENSITY AS PER AASHTO T-180, EVERY 500'.

2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 98% OF THE MAXIMUM

DENSITY AS PER AASHTO T-180, EVERY 500'.

3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN

ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED

AS DIRECTED BY THE ENGINEER.

4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE

DIAMETER 24" AND LARGER.

5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF

THE FLOW FOR SEWERS.

7. REFER TO SPECIFICATIONS FOR SHEETING AND BRACING IN EXCAVATIONS.

8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH

SPECIFICATIONS. ROAD SURFACE RESTORATION SHALL COMPLY WITH

SPECIFICATIONS.

9. DETECTABLE TYPE MARKER TAPE WITH A 0.35 MIL THICK METALLIC FOIL CORE

PLACED AT 12" BELOW FINISHED GRADE.

TRENCH WIDTH

VARIES W/ SIZE

OF PIPE

EXPANSION JOINTS @

30' CENTERS, DUMMY

JOINTS @ 5'-0" O.C.

NOTE:

DELETE DROP EDGE WHEN

GRADES ARE THE SAME

ON BOTH SIDES OF WALKS

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ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 170004

RAEIS CONTRACT NO: FA2521-13-D-0005-17F0033

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BRANCH CIRCUIT CONDUIT RUN. ARROW INDICATES HOME RUN,

MINIMUM CONDUIT SIZE SHALL BE 3/4". HOMERUNS LONGER

THAN 100' SHALL USE #10 CONDUCTOR (MIN).

EXISTING - TO REMAIN

NEW - TO BE INSTALLED

LIGHTNING 2/0 BARE CONDUCTOR

GROUNDING CONDUCTOR, BELOW GRADE

480V, 70A ELECTRICAL CIRCUIT

RECEPTACLE, SIMPLEX, 120V, 20A

DUPLEX RECEPTACLE, 20A, 2-POLE, 3-WIRE GROUNDING, 125V,

NEMA 5-20, NUMERAL INDICATES BRANCH CIRCUIT. PROVIDE 2#12

& 1#12 GND IN 3/4" CONDUIT TO THE INDICATED PANEL/CIRCUIT

GFI DUPLEX RECEPTACLE (SAME AS ABOVE EXCEPT GFI)

CEILING MOUNTED DUPLEX RECEPTACLE

FLOOR MOUNTED DUPLEX RECEPTACLE

2 DUPLEX RECEPTACLES IN A

SINGLE 4"x4" ENCLOSURE

FLUSH FLOOR QUAD RECEPTACLE

RECEPTACLE SPECIAL PURPOSE

RECEPTACLE, WIREMOLD

INTERCOM MASTER STATION

INTERCOM CALL-IN STATION

208/120V PANELBOARD, 3 PHASE,

4 WIRE WITH GROUND

480/277V PANELBOARD, 3 PHASE,

4 WIRE WITH GROUND

COMMUNICATION OUTLET BOX, 18" A.F.F., 4"x4"x2 1/8" BOX, WITH

1/2" RAISED PLASTER RING FOR SINGLE DEVICE, AND 1" CONDUIT

STUBBED 6" ABOVE CEILING AND CLEAR OF OBSTRUCTION.

PROVIDE A CAT-6 CABLE FROM EACH RJ-45 JACK TO THE

NEAREST DATA PATCH PANEL.

ABOVE CEILING MOUNTED COMMUNICATION OUTLET.

COMPLY WITH REQUIREMENTS AS INDICATED ABOVE.

CEILING MOUNTED COMMUNICATION OUTLET.

COMPLY WITH REQUIREMENTS AS INDICATED ABOVE.

FLOOR MOUNTED DATA OR VOICE COMMUNICATION OUTLET

FLUORESCENT LIGHTING FIXTURE, 2'x4', UPPER CASE LETTER

INDICATES FIXTURE TYPE (SEE FIXTURE SCHEDULE), LOWER

CASE LETTER REFERS TO CONTROLLING OCCUPANCY SENSOR

OR SWITCH LEG. NUMBER INDICATES PANEL CIRCUIT NUMBER.

FLUORESCENT LIGHTING FIXTURE, 2'x4'

WITH EMERGENCY BATTERY PACK

1'x4' FLUORESCENT LIGHT FIXTURE

1'x4' FLUORESCENT LIGHT FIXTURE

WITH EMERGENCY BATTERY PACK

4' INDUSTRIAL FLUORESCENT LIGHTING FIXTURE

EXTERIOR WALL MOUNTED LED LIGHT FIXTURE

EXTERIOR POLE MOUNTED LED LIGHT FIXTURE

GROUND ROD

24" AIR TERMINAL

GROUNDING TEST WELL W/GROUND ROD

RECESSED MOUNTED DOWN LIGHT FIXTURE

PENDANT MOUNTED LIGHT FIXTURE

SURFACE MOUNTED LIGHT FIXTURE

WALL MOUNTED OR END MOUNT EXIT LIGHT, 120V,

LED TYPE WITH EMERGENCY BATTERY AND WITH

(2) HEAD EMERGENCY LIGHT FIXTURE.

EXIT SIGN, CEILING MOUNTED

EXIT SIGN WITH DIRECTIONAL ARROWS

WALL PACK LIGHT FIXTURE

LIGHT SWITCH, 120V, 20A

LIGHT SWITCH, 120V, 20A, 3-WAY

DIMMER SWITCH, SINGLE POLE

DIMMER SWITCH, 3-WAY

WALL MOUNTED MOTION SENSOR/SWITCH

TIME OPERATED SWITCH

PHOTOCELL

MOTION (OCCUPANCY) SENSOR

DISCONNECT SWITCH

DISCONNECT SWITCH, F = FUSED

RELAY

REMOTE ANNUNCIATOR PANEL

SURGE SUPPRESSOR

TELEPHONE TERMINAL CABINET

TELEPHONE PATCH BOARD

MOTOR - HORSEPOWER INDICATED

F=FAN, P=PUMP, D=DAMPER

TRANSFORMER

FLEX CONNECTION

INDICATOR LIGHT

JUNCTION BOX

SPEAKER, PUBLIC ADDRESS, CEILING MOUNTED

SPEAKER, PUBLIC ADDRESS, WALL MOUNTED

ENCLOSED CIRCUIT BREAKER

TRANSFORMER

CARD READER

HAND HOLE

BELL

HEAT STRIP

FEEDER NUMBER

VARIABLE FREQUENCY DRIVE

MOTOR CONTROLLER (COMBINATION STARTER)

NUMBER INDICATES STARTER SIZE

TELECOMM MAIN GROUNDING BUSBAR

CABLE TELEVISION OUTLET

EMERGENCY LIGHTING UNIT WALL MOUNTED

WATER HEATER

PUSHBUTTON STATION

HEAT DETECTOR

VARIABLE FREQUENCY DRIVE

CONTROL PANEL

FIRE ALARM CONTROL RELAY

CONTACTOR

MANUAL TRANSFER SWITCH

AUTOMATIC TRANSFER SWITCH

FEEDER CALLOUT

3S

S

F

J

SP

R

TOR

CB

T

CR

ELECTRICAL LEGEND

(ALL MAY NOT BE USED)

HH

XXX

AC

M

WH

SS

RAP

PC

TV

TMGB

SP

SD

3SD

A a

SM

F

F

TPB

ST

IM

M

MTS

E-001

A

R

O M

A N

L

C

O L E

M A

N

L

C

O L E

M A

N

S X

F

G

B

E A

R D

C

R

G

LP

MTS

ATS

X

PREWIRED - BY OEM / INTEGRATOR

TERMINAL - EQUIPMENT OR DEVICE

TERMINAL IN MOTOR STARTER

OVERLOAD ELEMENT

FIELD WIRING

CIRCUIT BREAKER

GROUND CONNECTION

TERMINAL AT FIELD DEVICE

TERMINAL IN RTU

TERMINAL IN PLC

L

O

R

ELECTRICAL SCHEMATIC LEGEND

I:NNN/XX

XX

PP

O:MMM/RR

XX

PP

XX

QQ

XX

QQ

PLC INPUT & ADDRESS

PLC OUTPUT & ADDRESS

LEVEL SWITCH, LSHH, LSH, LSL

N.O. OR N.C. AS INDICATED

FLOW SWITCH, N.C. OR N.O. AS INDICATED

PRESSURE SWITCH, PSL, PSH,

N.O. OR N.C. AS INDICATED

TEMPERATURE SWITCH, TSH, TSL,

N.O. OR N.C. AS INDICATED

LIMIT SWITCH, N.C. OR N.O. AS INDICATED

RELAY/CONTROL CONTACT, N.C.

OR N.O. AS INDICATED

TIME DELAY CONTACT, TIME DELAY

ON/OFF, N.C./N.O. AS INDICATED

RELAY COIL, FUNCTION, NUMBER

AND CONTACTS ( ) AS SHOWN

INDICATING LIGHT, LENS COLORS (R)

RED, (G) GREEN, (W) WHITE

PUSHBUTTON, MOMENTARY,

N.O. OR N.C., L.O. = LOCKOUT

PUSHBUTTON, MAINTAINED

UNIVERSAL CONTACT

ON-OFF SELECTOR SWITCH,

MAINTAINED, FUNCTION AS SHOWN

SELECTOR SWITCH, MAINTAINED

L-O-R = LOCAL-OFF-REMOTE, OR

OTHER FUNCTION AS DESIGNATED

FUSE, SIZE AS NOTED

CONTROL POWER TRANSFORMER

RATINGS AS INDICATED

TERMINAL IN RELAY PANEL

AUTOTRANSFORMER WITH

MULTIPLE TAPS SHOWN

R1

E L

E C

T R

I C

G

E N

D

R E

P A

W

A G

E

L

I F

T

S

T A

T I O

N

S X

F

P A

F B

F

L

(ALL MAY NOT BE USED)

Ex Ex

A

M b a r v

ELECTRICAL NOTES:

1. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A COMPLETE

AND WORKABLE FACILITY.

2. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS,

BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY BE REQUIRED FOR

PROPER INSTALLATION OF THE WORK. SUCH WORK SHALL BE VERIFIED AT

THE SITE. ADDITIONAL BENDS, OFFSETS, AND CONDUIT AS REQUIRED BY

VERTICAL AND HORIZONTAL EQUIPMENT LOCATIONS OR OTHER JOB

CONDITIONS, SHALL BE PROVIDED TO COMPLETE THE WORK AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF

EQUIPMENT SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL BE

PLACED TO ELIMINATE INTERFERENCE WITH OTHER EQUIPMENT. THE EXACT

LOCATIONS SHALL BE DETERMINED IN THE FIELD.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 EDITION OF THE

NATIONAL ELECTRICAL CODE (NFPA 70). ALL ELECTRICAL WORK SHALL ALSO

BE IN ACCORDANCE WITH NFPA 820 (STANDARD FOR FIRE PROTECTION IN

WASTEWATER TREATMENT AND COLLECTION FACILITIES).

5. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC. OR

ANOTHER APPROVED/CERTIFIED TESTING LABORATORY. SHOULD PLANS AND

CODES CONFLICT, CONTACT THE CONTRACTING OFFICER. MAKE NO

CHANGES, EVEN IN CASE OF CONFLICT, WITHOUT FIRST OBTAINING THE

APPROVAL OF THE CONTRACTING OFFICER.

6. A GREEN, COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUIT

SYSTEMS AND SHALL BE BONDED TO ALL ENCLOSURES, BOXES, AND

EQUIPMENT. RECEPTACLES WITH GREEN WIRE SHALL BE BONDED TO BOX

THEN TO RECEPTACLE SUCH THAT REMOVAL OF RECEPTACLE DEVICE SHALL

NOT INTERRUPT GREEN WIRE BOND TO METALLIC BOX OR ENCLOSURE.

7. BONDING JUMPERS SHALL BE USED TO BOND CONDUIT TO ENCLOSURES,

BOXES, AND EQUIPMENT WHERE CONCENTRIC OR ECCENTRIC KNOCKOUTS

ARE USED.

8. EQUIPMENT SIZES INDICATED ARE MINIMUM, BEFORE INSTALLING ANY WIRE

OR CONDUIT, THE CONTRACTOR SHALL OBTAIN THE EXACT EQUIPMENT

REQUIREMENTS AND SHALL INSTALL WIRE, CONDUIT, CIRCUIT BREAKERS AND

OTHER ITEMS OF THE CORRECT SIZE FOR THE EQUIPMENT ACTUALLY

INSTALLED. HOWEVER, WIRE AND CONDUIT SIZES FOR THE EQUIPMENT SHALL

BE TAKEN AS A MINIMUM AND SHALL NOT BE REDUCED WITHOUT WRITTEN

APPROVAL.

9. THE INSTALLATION OF THE ELECTRICAL WORK SHALL BE COORDINATED WITH

THE WORK OF THE OTHER TRADES.

10. THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKERS SKILLED IN THIS

TYPE OF WORK. THE INSTALLATION SHALL BE MADE SO THAT THERE IS NO

DEGRADATION OF THE DESIGNED FIRE RATINGS.

11. THE CONTRACTOR SHALL INSTALL HIS WORK IN SUCH A MANNER AND AT SUCH

A TIME AS WILL REQUIRE A MINIMUM OF CUTTING AND PATCHING OF THE

BUILDING STRUCTURE.

12. PROVIDE, AS USED HERE ON THE DRAWINGS, IS AN ALL-INCLUSIVE TERM

REQUIRING CONTRACTOR TO FURNISH, INSTALL, WIRE, AND CONNECT ALL

SPECIFIED EQUIPMENT AS WELL AS COMPONENTS, ACCESSORIES, WIRING,

AND MOUNTING HARDWARE TO INSURE THAT SPECIFIED EQUIPMENT

FUNCTIONS TO MEET SYSTEM(S) REQUIREMENTS.

13. WHERE NEW-TO-EXISTING CONNECTIONS ARE INDICATED, THE CONTRACTOR

SHALL PROVIDE ALL MATERIALS (JUNCTION BOXES, CONDUIT, WIRE, AND

CONNECTIONS) AND LABOR REQUIRED TO MAKE THE CONNECTIONS.

14. UNLESS OTHERWISE NOTED, ALL POWER CIRCUIT CONDUCTORS SHALL BE

COPPER AND MINIMUM #12AWG. CONDUITS SHALL BE 3/4" MINIMUM.

15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT

EXISTING UTILITIES FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL

EXPENSE FOR REPAIR OR REPLACEMENT OF THE UTILITIES OR OTHER

PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE

COMPLETION OF THIS WORK.

16. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND BONDING

CONNECTIONS SHALL BE COPPER. CONTRACTOR SHALL UTILIZE

CONNECTORS TO PREVENT GALVANIC ACTION.

17. FINAL ACCEPTANCE WILL DEPEND UPON SATISFACTORY PERFORMANCE OF

EQUIPMENT. NO CONDUCTOR SHALL BE ENERGIZED UNTIL THE INSTALLATION

HAS BEEN APPROVED.

18. ALL EXPOSED ELECTRICAL CONDUIT VULNERABLE TO MECHANICAL DAMAGE

SHALL BE RIGID GALVANIZED STEEL, UNLESS NOTED OTHERWISE. ALL OTHER

CONDUIT INSIDE FACILITY SHALL BE ELECTRICAL METALLIC TUBE (EMT).

19. CONDUITS SHALL BE SUPPORTED BY SUITABLE CLAMPS, HANGERS OR STRAPS

TO PROVIDE A RIGID INSTALLATION. CONDUIT SUPPORTS SHALL NOT BE

FASTENED OR ATTACHED TO OTHER PIPES. PERFORATED STRAP HANGERS

WILL NOT BE ALLOWED. EMPTY CONDUIT SHALL BE THOROUGHLY SWABBED

OUT WITH DRY SWAB TO REMOVE MOISTURE AND DEBRIS BEFORE WIRE IS

DRAWN IN. END OF CONDUIT SHALL BE TIGHTLY PLUGGED UNTIL WIRE IS

PULLED. NO CONDUIT SHALL BE LOCATED TO IMPAIR THE STRENGTH OF

STRUCTURAL MEMBERS. MAKE CHANGES IN DIRECTION OF RUNS WITH

SYMMETRICAL BENDS. MAKE FIELD MADE BENDS AND OFFSETS WITH HICKEY

OR CONDUIT BENDING MACHINE. DO NOT INSTALL CRUSHED OR DEFORMED

CONDUITS. AVOID TRAPPED CONDUITS. PREVENT PLASTER, DIRT, OR TRASH

FROM LODGING IN CONDUIT, BOXES, FITTINGS. FREE CLOGGED CONDUITS OF

OBSTRUCTIONS.

20. IN ACCORDANCE WITH NFPA 70, GROUND EXPOSED, NON CURRENT CARRYING

METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC RACEWAY SYSTEMS,

GROUNDING CONDUCTOR IN METALLIC RACEWAYS.

21. FASTEN CONDUITS TO SHEET METAL BOXES AND CABINETS WITH TWO

LOCKNUTS WHERE REQUIRED BY NFPA 70, WHERE INSULATED BUSHINGS ARE

USED, AND WHERE BUSHINGS CANNOT BE BROUGHT INTO FIRM CONTACT

WITH THE BOX; OTHERWISE, USE MINIMUM SINGLE LOCKNUT AND BUSHING.

LOCKNUTS SHALL HAVE SHARP EDGES FOR DIGGING INTO WALLS OF METAL

ENCLOSURE. INSTALL BUSHINGS ON ENDS OF CONDUITS, AND PROVIDE

INSULATING TYPE WHERE REQUIRED BY NFPA 70.

22. PROVIDE AND INSTALL AT WALL OR FLOOR PENETRATIONS A PERMANENT

FIRESTOP SYSTEM. THE SYSTEM SHALL CONSIST OF A WATERBASED

FIRESTOP COMPOUND AS THE FILL, VOID, OR CAVITY MATERIAL ALONG WITH

APPROPRIATE DAMMING MATERIAL (AS PER MANUFACTURER'S

INSTRUCTIONS). THE FIRESTOP COMPOUND SHALL NOT CONTAIN ANY

SOLVENTS, INORGANIC FIBERS, OR SILICONE COMPOUNDS AND SHALL NOT

REQUIRE HEAT TO ACTIVATE THE SEAL. THE FIRESTOP COMPOUND SHALL BE

ONE-PART MATERIALS, REQUIRING NO CRITICAL MIXING. THE PENETRATION

SEAL MATERIAL MUST BE UNAFFECTED BY MOISTURE AND MUST MAINTAIN THE

INTEGRITY OF THE FLOOR OR WALL ASSEMBLY FOR ITS RATED TIME PERIOD

WHEN TESTED IN ACCORDANCE WITH ASTM E84. THE SYSTEM SHALL BE UL

CLASSIFIED AND INSTALLED TO PROVIDE A 2 HOUR FIRE RATING. THE

PENETRATION FIRE STOP MATERIAL SHALL BE FLAME-SAFE FS1900 SERIES

COMPOUND AS MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS OR

EQUAL.

23. DEVICE PLATES FOR SWITCHES AND RECEPTACLES SHALL BE SUITABLY

MARKED, SHOWING THE PANEL AND CIRCUIT NUMBER OF THE SOURCE.

REQUIRED MARKING SHALL CONSIST OF A SELF-ADHESIVE LABEL HAVING 1/4

INCH EMBOSSED LETTERS.

24. DAMAGE DONE TO ZINC COATING OF GALVANIZED CONDUIT, BOXES, AND

FITTINGS, INCLUDING EXPOSED CONDUIT THREADS AND ZINC FINISHES

SCRATCHING, SHALL BE REPAIRED BY CLEANING, PREPPING, AND COATING

DAMAGED SURFACE WITH INORGANIC ZINC COMPOUND.

ABBREVIATIONS:

(ALL MAY NOT BE USED)

A - AMPERE, AMPS

AFC - ABOVE FINISHED COUNTER

AFF - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE

AHU - AIR HANDLING UNIT

AIC - AMPS INTERRUPTING CAPACITY

AUX - AUXILIARY

BFF - BELOW FINISHED FLOOR

BFG - BELOW FINISHED GRADE

BIL - BASIC INSULATION IMPULSE LEVEL

C, CDT - CONDUIT

CB - CIRCUIT BREAKER

CF - COMPACT FLUORESCENT

CFM - CUBIC FEET PER MINUTE

CKT - CIRCUIT

CLG - CEILING

CONC - CONCRETE

CONT - CONTINUED, CONTINUATION, CONTROL

CU - COPPER

DIA (Ø) - DIAMETER

DIM - DIMENSION

DISC - DISCONNECT

DN - DOWN

DWG - DRAWING

EA - EACH

EL - ELEVATION

ELEC - ELECTRIC

EMT - ELECTRICAL METALLIC TUBING

EOP - EDGE OF PAVEMENT

EXH - EXHAUST

FA - FIRE ALARM

FACP - FIRE ALARM CONTROL PANEL

FCU - FAN COIL UNIT

FLA - FULL LOAD AMPS

FLEX - FLEXIBLE

FT - FEET

GFI - GROUND FAULT INTERRUPTER

GND - GROUND

HDWR - HARDWARE

HMI - HUMAN MACHINE INTERFACE

HOA - HAND - OFF - AUTO

HORIZ - HORIZONTAL

HP - HORSEPOWER

HTR - HEATER

HWG - HEAVY WALL GALVANIZED CONDUIT

I - CURRENT

ID - INSIDE DIAMETER

IDS - INSTRUCTION DETECTION SYSTEM

IN - INCH, INCHES

kV, KV - KILOVOLTS

KW - KILOWATT

LB - POUND

LF - LINEAR FEET

LPS - LOW PRESSURE SODIUM

LV - LOW VOLTAGE

MCC - MOTOR CONTROL CENTER

MCM - THOUSAND CIRCULAR MILS

MECH - MECHANICAL

MCP - MOTOR CIRCUIT PROTECTION

MH - MANHOLE

M.O. - MOTOR OPERATED

MPS - MANUAL PULL STATION

MTR - MOTOR

N/A - NOT APPLICABLE

NC - NORMALLY CLOSED

NIC - NOT IN CONTRACT

NO - NORMALLY OPEN

NTS - NOT TO SCALE

O2, 0 - OXYGEN

OA - OUTSIDE AIR

OC - ON CENTER

OD - OUTSIDE DIAMETER

OPP - OPPOSITE

OVHD - OVERHEAD

PB - PULL BOX, PUSH BUTTON

PL - PLACES

PNL - PANEL, PANELBOARD

PRESS - PRESSURE

PRV - POWERED ROOF VENT

PVC - POLYVINYL CHLORIDE

QTY - QUANTITY

R - RESISTANCE

REF - REFERENCE

RGS - RIGID GALVANIZED STEEL

RM - ROOM

SAN - SANITARY

SE - SERVICE ENTRANCE

SHT - SHEET

SIG - SIGNAL (INDICATING) CIRCUIT

SQ - SQUARE FOOT, SQUARE FEET

SS - STAINLESS STEEL

SW - SWITCH

SYS - SYSTEM

TEMP - TEMPERATURE

THK - THICK

TMCB - THERMAL MAGNETIC CIRCUIT BREAKER

TRANSF - TRANSFORMER

TTB - TELEPHONE TERMINAL BOARD

TYP - TYPICAL

UF - UNDER FLOOR

UG - UNDERGROUND

UON - UNLESS OTHERWISE NOTED

VERT - VERTICAL

W - WATT

W/ - WITH

W/O - WITHOUT

WH - WATER HEATER

WP - WEATHERPROOF

WTR - WATER

XFMR - TRANSFORMER

U S

T

H

C

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N

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T

E

D E

L I V

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Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

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D

B

Y

R E

V I E

W E

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D A

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SHEET

IDENTIFICATION

C O

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R A

F

A D

E I S

R A

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E

A

R C

H I T

E C

T E

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T I O

N

S

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V I C

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F A

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

E-002

L

C

O L

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A N

S X

F

A

R

O M

A N

L

C

O L

E M

A N

G

B

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T R

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B

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V I A

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P A

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N

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F

P A

F B

F

L

A

M b a r v x

D x

S D x

S D x

S D x

S D x

EL.= 4.36 NAVD 88

NDT LB266

N= 1426150.557

E= 781798.903

EL.= 3.43 NAVD 88

W

MW

MGP

MGP

MGP

MGP

MGP

MGP

PIV

DCDA

WV

STP

C

CMH

SCV

63X56" CATCH BASIN 3.37

48X36" CATCH BASIN 3.20

WV

FDC

FH

GV

Gx

Gx

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

W x

W x

W x

W x

W x

W x

W x

W x

W x

F O x F

O x

F O x

S D x

X X

X X

6' CLF

CONC. SIDEWALK

6" CONC. CURB (TYP.)

6" CONC. CURB (TYP.)

DUMPSTER PAD

CONC. SIDEWALK

DETECTABLE RAMP

C

O N

C

C

U R

B

T

Y P

8" x 6' MASONRY WALL

W. INV. -1.28 (24" RCP)

E. INV. -1.35 (24" RCP)

S. INV. -1.17 (24" RCP)

W. INV. -1.24 (24" RCP)

EDGE OF ASPHALT (TYP.)

E D

A

S P

H A

Y P

ASPHALT DRIVE & PARKING

ASPHALT DRIVE

DINING AREA

Gx Gx Gx Gx

Gx

Gx

Gx

Gx

G x

G x

G x

Gx Gx

Gx Gx Gx Gx Gx

FOx FOx

F O x

F O x

F O x F

O x

F O x

F O x

F O x

FO

x

FO

x

FOx FOx

FOx

W x

SD

x

SD

x

SD

x

SD

x

SD

x

SD

x

C x

C x

C x

S S x

R

C P

R

C P

INV. 1.60

DEOMI

AREA

E x

E x

CHILLER

F M

F M

F

M

F M

S S x

S S x

SS

x

SS

x

SS

x

DEOMI

SS

x

SS

x

DINING HALL

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

Ex E x

Ex Ex

Ex

Ex

C

LS 326

LS 350

C

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

E x

30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

U S

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D R

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D E

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W E

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SHEET

IDENTIFICATION

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N…