7

(PVT)

AIRPORT

DEEP FOREST

ISLAND

PINE

BEACH

ATLANTIC

BEACH

NEPTUNE

BEACH

JACKSONVILLE

Pop. 13,368

Pop. 7,270

Pop. 20,990

ST. AUGUSTINE

TO

Girvin

Rd.

The B

uccaneer Trail

J. Turner Butler Blvd.

San P

ablo Rd

KeysPablo

HarborHoliday

PabloSan

SouthPalms

ofIsle

PalmsofIsle

GladesGolden

Hodges

Blvd.

14

23 38

2526

35 36

1

2

11

12

13

14

24

40

41

30

31

6

38

39

40 41

37

427

212

203

101A

GENERAL HIGHWAY MAP

Open Cr.

Cree

k

90

202A1A

A1A

10

AT

LA

NTIC

OC

EA

N

P.E. NO.:

ENGINEER OF RECORD:

ROADWAY PLANS

BEE LINEEXPRESSWAY

TU

RNPIK

E

10

PENSACOLA FORT WALTON

BEACH

PANAMACITY

CHIPLEY

TALLAHASSEE

75

10

295

95

JACKSONVILLE

ST AUGUSTINE

GAINESVILLE

OCALA DAYTONA BEACH

DELAND4

NEW PORT RICHEY

TAMPA

754

LAKELAND

MELBOURNE -COCOA

ORLANDO

BARTOWST PETERSBURG

275

SARASOTA -

BRADENTON

75

95

FT PIERCE

FT MYERS

WEST PALM

BEACH

FT LAUDERDALE

MIAMI

75

75

NAPLES

KEY WEST

CITY

LAKE

GOVERNING STANDARDS AND SPECIFICATIONS:

FLO

RID

A'S

71505

NO.

SHEET

YEAR

FISCAL

17

10/26/2017sistrkk P:\JAX\2011\B111188.04 - COJB Phase 3C Project 2\CAD\Stormwater Pump Stations\utils\KEYSRD01.dgn6:21:22 PM

AS AMENDED BY CONTRACT DOCUMENTS.

BRIDGE CONSTRUCTION DATED 2017,

AND STANDARD SPECIFICATIONS FOR ROAD AND

DESIGN STANDARDS DATED FISCAL YEAR 2017,

FLORIDA DEPARTMENT OF TRANSPORATION

AND STANDARDS DATED 4/05,

CITY OF JACKSONVILLE BEACH SPECIFICATIONS

PROJECT LOCATION

T-3-S

T-2-S

T-3-S

T-2-S

R-2

9-E

R-2

8-E

R-2

9-E

R-2

8-E

1

Mile

0 21

N

DESCRIPTIONDATE

KEY SHEET REVISIONS

CONTRACT PLANS

City of Jacksonville BeachDepartment of Public Works

REVISIONS:

E-5

E-4

E-3

E-2

E-1

S-4

S-3

S-2

S-1

M-2

M-1

P-3

P-2

P-1

C-1

SHEET NO.

ELECTRICAL DETAILS

ELECTRICAL PLAN

CONTROL WIRING DIAGRAMS

SINGLE LINE DIAGRAM

ELECTRICAL LEGEND AND SCHEDULES

STRUCTURAL GENERATOR BUILDING MODIFICATIONS

STRUCTURAL DETAILS

STRUCTURAL PUMP VAULT SECTIONS

STRUCTURAL VAULT PLANS AND MODIFICATIONS

MECHANICAL DIESEL GENERATOR MUFFLER AND FUEL LINES

MECHANICAL GENERATOR ROOM LAYOUT

PROPOSED 24" MAG. METER VAULT & EXISTING 24" FORCEMAIN REROUTE

30" FORCEMAIN OUTFALL MODIFICATION

WETWELL AND VALVE VAULT

COVER SHEET

SHEET DESCRIPTION

INDEX OF ROADWAY PLANS

HAVE CHANGED DUE TO REPRODUCTION.

NOTE: THE SCALE OF THESE PLANS MAY

PLANS PREPARED BY:

TO BE SUBMITTED TO:

ROADWAY SHOP DRAWINGS

GAI CONSULTANTS, INC.

Certificate of Authorization: 9951

Vendor No. 251260999-001

FAX: 904-363-1115

PHONE: 904-363-1110

JACKSONVILLE, FL 32207

1301 RIVERPLACE BLVD., SUITE 900

C-1

PUMP STATION

STORMWATER

MODIFICATION

30" FORCEMAIN OUTFALL

SCOTT RICHARDS

FAX: 904-363-1115

PHONE: 904-363-1110

JACKSONVILLE, FL 32207

1301 RIVERPLACE BLVD., SUITE 900

GAI CONSULTANTS, INC.

SCOTT RICHARDS, P.E.

COJB BID NO. 1617-05

VOLUME 2 OF 2

PART E

STORMWATER PUMP STATION

PHASE III C PROJECT 2 INFRASTRUCTURE AND STORMWATER PUMP STATION IMPROVEMENTS

PH

AS

E III

C P

ROJE

CT 2 IN

FR

AS

TR

UC

TU

RE

AN

D S

TO

RM

WA

TE

R P

UM

P S

TA

TIO

N I

MP

RO

VE

ME

NT

S -

ST

OR

MW

AT

ER P

UM

P S

TA

TIO

N -

PA

RT E -

VO

LU

ME 2

OF 2

1. REMOVE EXISTING PUMP GUIDE RAIL SYSTEM AND ALL RELATED HARDWARE, BRACKETS, ETC. SEE STRUCTURAL PLANS

FOR CONCRETE RESTORATION.

2. INSTALL NEW PUMP GUIDE RAIL SYSTEM AND ALL RELATED HARDWARE, BRACKETS, LIFTING CHAINS, SUPPORT HANGERS,

ANCHOR BOLTS, CHAIN SHACKLES REQUIRED TO COMPLETE THE PUMPING EQUIPMENT INSTALLATION AND STRUCTURAL

MODIFICATIONS. ALL OF THE ABOVE ITEMS ARE TO BE 316 SST.

3. INSTALL A MINIMUM OF TWO MID RAIL SUPPORT BRACKETS TO THE PUMP GUIDE RAIL SYSTEM SIZED AS RECOMMENDED

BY PUMP MANUFACTURER AND PER SPECIFICATION 15351.

4. ALL RELATED BOLTS, NUTS, AND HARDWARE REQUIRED FOR ACCESS HATCHES ASSEMBLY SHALL BE 316 SST. PROVIDE

LOCKABLE AND RECESSED HASP.

5. ALL D.I. PIPE AND VALVES SHALL BE COATED AND LINED PER SPECIFICATION 09900.

6. REMOVE EXISTING CHECK VALVES AND REPLACE WITH RUBBER FLAPPER CHECK VALVE PER SPECIFICATION 15100.

7. REMOVE EXISTING PLUG VALVES AND REPLACE WITH NEW GEARED PLUG VALVES WITH OPERATOR ON THE SIDE AND

HANDWHEEL.

8. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD CONDITIONS

THAT MAY AFFECT THE INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL

NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATIONS BEFORE COMMENCING THE WORK.

9. THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW A LAYOUT SCHEDULE OF THE PROPOSED EQUIPMENT,

PIPING, AND VALVING DEPICTING DIMENSIONS.

10. ELEVATION ARE ON 1929 DATUM. TO CONVERT ELEVATIONS TO NAVD 1988, SUBTRACT 1.06 FT. FROM 1929 DATUM

ELEVATIONS.

8'-0"6'-6"2'-0"

1'-0"

8'-0"6'-6"2'-0"

24" D.I.P.

24" M.J. PLUG

VALVE

1'-0"

1'-6"

3'-0"

5'-0"

5'-0"

5'-0"

3'-0"

1'-6"

1'-0"

6'-0"

PUMP & HATCH℄

PUMP & HATCH℄

24"℄ EL. 5.66

27'-0"

1'-0"

1'-6"

1'-0"

EXISTING PIPE PENETRATION.

PROVIDE NEW LINK-SEAL

LS-525-S-17 (TYP. 4)

LS-400-S-9 (TYP. 1)

NOTES:

VARIES BASE ON PUMP

MANUFACTURER

REQUIREMENTS

1'-6"

INSTALL

NEW ACCESS

HATCH

EL. 10.0

EL. 10.5

EL. 3.62

18"

18"

18"

18"

8"

8"

18"

18"

24"

24"

EL. (-)14.9

EL. 3.75 HIGH WATER ALARM

18"

9'-0"

18" PLUG VALVE

(TYP. 4)

9'-0"

5'-0"

GRATING

EXISTING 2

1

4

" SS

OPENING TO

STORM VAULT

18" CHECK

VALVE (TYP. 4)

18" FLANGED COUPLING

ADAPTER (TYP. 8)

2'-9" 2'-3"

EL. (-)8.75 3RD PUMP ON

EL. (-)9.50 2ND PUMP ON

EL. (-)10.25 1ST PUMP

ON

EL. (-)11.00 PUMPS OFF

AND AUX. PUMP ON

EL. (-)12.75 AUX.

PUMP OFF

INSTALL

18" D.I. SPOOL PIPE

(FLGxPE)

(TYP. 4)

INSTALL

18" D.I. PIPE (TYP. 4)

INSTALL

18"x12" REDUCER (TYP. 4)

DISCHARGE

ELBOW (TYP. 4)

INSTALL

18" FLANGED 90° BEND

(TYP. 4)

ANCHOR BOLTS PER PUMP MANUFACTURER'S

REQUIREMENTS. SEE DETAIL ON SHEET S-3

FOR CUTTING AND PATCHING EXISTING ANCHOR BOLTS.

SUCTION BELL

(TYP. 4)

INSTALL

INSTALL

INSTALL

INSTALL

INSTALL

2" PVC PIPE PENETRATION

WITH PIPE EXTENDED 1 FT

INTO CONCRETE VAULT WITH

CHECK VALVE AT END

EL. 1.50

2'-4"

EXISTING PIPE PENETRATION.

PROVIDE NEW LINK-SEAL

LS-425-S-23. (TYP. 5)

INSTALL

(1) 6" DISCHARGE ELBOW

(1) 8"x6" REDUCER

(1) 8" FLANGED 90° BEND

(1) 8" D.I. SPOOL PIPE (FLGxPE)

INSTALL

(1) 12" DISCHARGE ELBOW

(1) 18"x12" REDUCER

(1) 18" FLANGED 90° BEND

(1) 18" D.I. SPOOL PIPE (FLGxPE)

INSTALL

(1) 12" DISCHARGE ELBOW

(1) 18"x12" REDUCER

(1) 18" FLANGED 90° BEND

(1) 18" D.I. SPOOL PIPE (FLGxPE)

INSTALL

(1) 12" DISCHARGE ELBOW

(1) 18"x12" REDUCER

(1) 18" FLANGED 90° BEND

(1) 18" D.I. SPOOL PIPE (FLGxPE)

INSTALL

(1) 12" DISCHARGE ELBOW

(1) 18"x12" REDUCER

(1) 18" FLANGED 90° BEND

(1) 18" D.I. SPOOL PIPE (FLGxPE)

INSTALL

(2) 8" FLANGED COUPLING

ADAPTER

(1) 8" PLUG VALVE

(1) 8" CHECK VALVE

INSTALL

(2) 18" FLANGED COUPLING

ADAPTER

(1) 18" PLUG VALVE

(1) 18" CHECK VALVE

INSTALL

ADAPTER

(1) 18" PLUG VALVE

(1) 18" CHECK VALVE

(2) 18" FLANGED COUPLING

INSTALL

ADAPTER

(1) 18" PLUG VALVE

(2) 18" FLANGED COUPLING

(1) 18" CHECK VALVE

INSTALL

ADAPTER

(1) 18" PLUG VALVE

(2) 18" FLANGED COUPLING

(1) 18" CHECK VALVE

11. CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PUMPS, VALVES, FLANGES, AND PIPING AT NO ADDITIONAL EXPENSE

TO THE CITY OF JACKSONVILLE BEACH.

12. REPLACEMENT OF PUMPS, PIPING, AND VALVES SHALL OCCUR SUCH THAT THE PUMP STATION IS NOT

PLACED OUT OF SERVICE. AT ANY POINT IN TIME, A SINGLE PUMP CAN REMAIN OUT OF SERVICE, PROVIDED THE OTHERS

REMAIN IN OPERATION. FOR THE OVERALL STATION OPERATION, A MAXIMUM OUTAGE PERIOD OF 48 HOURS MAY OCCUR,

PENDING ADVANCED APPROVAL BY THE CITY AND PENDING THE POTENTIAL WEATHER/RAINFALL. ANY SUCH OUTAGES MUST

RECEIVE PRIOR APPROVAL BY THE CITY, BY PROVIDING AT LEAST 48 HOURS OF ADVANCED NOTICE TO THE CITY. THE

CONTRACTOR SHALL CLOSELY MONITOR THE WEATHER CONDITIONS AND CLOSELY COORDINATE THE STATUS WITH THE

CITY THROUGHOUT ANY OUTAGES.

24"x18" PExMJ

REDUCER

26'-0"

5'-0"

EXISTING GROUT

(TYP.)

PROVIDE A MINIMUM OF TWO

STAINLESS STEEL GUIDE RAIL

PIPES WITH A MINIMUM OF

TWO STAINLESS STEEL MID GUIDE

RAIL SUPPORTS. ALL BRACKETS,

SUPPORTS, ANCHOR BOLTS, AND

HARDWARE TO BE 316 SST AND

SIZED AS RECOMMENDED BY

PUMP MANUFACTURER AND

PER SPECIFICATION 15351.

SHEET

NO

P-1

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

WETWELL AND VALVE VAULT

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

REVISIONS

City of Jacksonville BeachDepartment of Public Works

SCOTT RICHARDS, P.E.

P.E. LICENSE NUMBER 71505

GAI CONSULTANTS, INC.

1301 RIVERPLACE BOULEVARD - SUITE 900

JACKSONVILLE, FL 32207

CERTIFICATE OF AUTHORIZATION 9951

10/26/2017sistrkk P:\JAX\2011\B111188.04 - COJB Phase 3C Project 2\CAD\Stormwater Pump Stations\utils\planrd01 P-2.dgn6:30:01 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

DATE DESCRIPTION DATE DESCRIPTION

City of Jacksonville BeachDepartment of Public Works

CERTIFICATE OF AUTHORIZATION 9951

JACKSONVILLE, FL 32207

1301 RIVERPLACE BOULEVARD - SUITE 900

GAI CONSULTANTS, INC.

P.E. LICENSE NUMBER 71505

SCOTT RICHARDS, P.E.

6'

7'8'

9'10'

11'

13'

15'

12'

14'

16'

16'

16'

36"

RC

P

4:1

15'

5'

5'

5'

16'

6'

7'

8'

9'

11'

12'

13'

14'

16'

15'

10'

6'7'

8'9'

11'

12'13'

14'15'

10'

14'

7'8'

9'10'

11'12'

13'

10:1

4:1

4:1

17'

15'16'

14'13'

12'11'

10'9'

8'7'

16'

16'

16'

18'

17'17'16'

15'14'

18th HOLE F

AIRWAY

18th HOLE F

AIRWAY

17th HOLE FAIRWAY

8'

14'

11'

7'

9'

10'

NWL

TOB

BOT

TOB

NWL

BOT

NWL

TOB

BOT

12'

13'

15'

P-2 30" FORCEMAIN OUTFALL MODIFICATION

N

10 40

Feet

0

BEACH BOULEVARD

DRAVEL

UOB RELTUB RENRUT J

A-1-A

S 15

TH S

TR

EE

T

FAIR

WA

Y L

AN

E

3R

D S

TR

EE

T

3R

D S

T.

S

BE

AC

H P

KW

Y

RIVER

ST. JOHNS

LOCATION

PROJECT

N

SITE LOCATIONN.T.S.

DETAILSCALE: 1" = 20'

7

9

16

15

14

13

12

11

10

8

6

ELEV. 16.00'

TOP OF BANK

ELEV. 12.91'±

TOP OF STRUCTURE

ELEV. 9.29'

¡ 30" FM

GOLF CLUB

BEACH

JACKSONVILLE

SECTION A

ELEV. 6.11'±

BOTTOM OF STRUCTURE

PER FDOT INDEX 264

INSTALL PLASTIC FILTER FABRIC

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

ELEV. 7.00'

BOTTOM

POND

ENERGY DISSIPATOR

VERT: 1" = 20'SCALE: HORIZ: 1" = 40'

NOTES:

PER FDOT INDEX 264

SAND CEMENT RIP RAP

SPECIFICATION 2200

COMPACTED SOIL PER

INV. 7.00'

A

A

17'

15'16'

14'13'

12'11'

10'9'

8'7'

LWN

INV. EL. = 7.00'

FDOT INDEX 270

FOR THE EXISTING 30" FM

ENERGY DISSIPATOR (FDOT INDEX 264)

INSTALL U-TYPE CONCRETE ENDWALL

SEE NOTE 12

NA

EC

O

CI

TN

AL

TA

NWL

TO PROPOSED U-TYPE ENDWALL.

INSTALL 27 LF OF 30" DI CL 250

EXISTING FLARED END SECTION.

THE EXISTING 45° BEND TO THE

REMOVE EXISTING 30" FM FROM

EXIST. INV. 7.99'

INDEX 270

FLARED END SECTION

REMOVE EXISTING 30" FDOT

TO WORK SHOWN ON THIS SHEET.

CONTRACTOR SHALL CONTACT JASON PHITIDES WITH CITY OF JACKSONVILLE BEACH AT 904-247-6236 48 HOURS PRIOR

CONTRACTOR TO GRADE POND BOTTOM TO UNIFORM GRADE AT ELEVATION 7.00'.

ELEVATIONS ARE 1929 DATUM. TO CONVERT ELEVATIONS TO NAVD 1988 SUBTRACT 1.06 FEET TO 1929 DATUM ELEVATIONS.

AND PIPING DEPICTING DIMENSIONS.

THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW A LAYOUT SCHEDULE OF THE PROPOSED STRUCTURE

COMMENCING THE WORK.

CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATIONS BEFORE

CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE

THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD

EXISTING GRADE SHALL BE MATCHED WITHIN 3'± FROM LIMITS OF EARTHWORK AS SHOWN.

SEDIMENTS DURING CONSTRUCTION AND VEGETATIVE BANKS STABILIZE FOR GROW-IN PERIOD.

CONTRACTOR TO USE METHODS OF EXCAVATION/DREDGING TO ENSURE PONDS DO NOT BACKFILL WITH

TRANSPORT OFF SITE, AND COSTS FOR RESTORATION OF TEMPORARY ADJACENT STORAGE SITE.

TRANSPORT TO TEMPORARY ADJACENT FACILITY, TEMPORARY EROSION AND SEDIMENTATION CONTROL, FINAL

CONTRACTOR TO INCLUDE IN PRICE FOR EXCAVATION ALL COSTS ASSOCIATED WITH DEWATERING OF SPOIL,

STORAGE AREA ADJACENT TO POND SITE.

CONTRACTOR TO COORDINATE WITH CITY AND GOLF COURSE MANAGEMENT TO LOCATE TEMPORARY SPOIL

CONTRACTOR SHALL RELOCATE IRRIGATION SYSTEM AND ALL OTHER UTILITIES PRIOR TO CONSTRUCTION.

EXCAVATED MATERIAL TO BE COVERED WITH NYLON CLOTH TO PREVENT SOIL TRANSPORT AND EROSION.

ALL DISTURBED AREAS MUST BE STABILIZED PRIOR TO FINAL ACCEPTANCE.

BANKS SHALL BE MADE OF WELL GRADED SANDS WITH LESS THAN 10% FINES. COMPACTED TO LBR 25 (MIN.).

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

10/26/2017sistrkk P:\JAX\2011\B111188.04 - COJB Phase 3C Project 2\CAD\Stormwater Pump Stations\utils\planrd01 P-3.dgn6:39:11 PM

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTIONNO.

SHEET

DATE DESCRIPTION DATE DESCRIPTION

City of Jacksonville BeachDepartment of Public Works

CERTIFICATE OF AUTHORIZATION 9951

JACKSONVILLE, FL 32207

1301 RIVERPLACE BOULEVARD - SUITE 900

GAI CONSULTANTS, INC.

P.E. LICENSE NUMBER 71505

SCOTT RICHARDS, P.E.

6' IR

ON

RO

D

PUMP STATION

BUILDING

STATION

PUMP

8"X8"CONC

6" BOLLARDS

1' HIG

H

CO

NC

WA

LL

COMMUNICATION

SIGNAL TOWER

6' IRON ROD

4" METAL

PLAQUE (TYP.)MEMORIAL

SS

ELEC

ELEC

24" F.M.

2"

ME

TA

L

BF

P

WATER

WATE

R

WATER

TOP ELEV 8.7052" ELEC MH

TOP ELEV 8.8052" ELEC MH

TOP ELEV 7.1136" SANITARY MH

ELEC

ELECTRIC

8"X8" CONC

30" S

TO

RM

WA

TE

R F.M.

STREET LIGHT

8"CONC LP

8" DIP WATER

8" DIP SAN.

WATER

BA

CK F

LO

W

WATER

WATER

WATER

15"R

CP

54"R

CP

60"RCP

15"R

CP

18"RCP

18"RCP

54"R

CP

24"R

CP

STORM

18"RCP

INV -11.81

TOP ELEV 8.67

CATCH BASIN

TOP ELEV 7.83

36" STORM MH

VAULT

STORMWATER

UNDERGROUND

METER

N

0 10

Feet

2

P-3

BASE FLANGE

CAST ALUMINUM

24" DIP

ALUMINUM FLOOR

CONCRETE FILL

CONDUIT

2" ELEC.

ELEC. OUTLET

WATER PROOF

FLOOR SUMP

12" X 12" X 11"

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

R/W LINE

R/W LINE

R/W LINE

R/W LINE

OF 30" FM

REMOVE 32 LF

5'-0"

8"

P-3

P-3

PROPOSED 24" MAG. METER VAULT & EXISTING 24"FORCEMAIN REROUTE

CONDUIT

2" ELEC.

ELEC. OUTLET

WATER PROOF

EXIST. 24" FM

BEACH BOULEVARD (U.S. 90)

2N

D S

T.

S.

OF 24" FM

REMOVE 34 LF

2'-6"

24" D.I. CL 250INSTALL 36 LF OF

5'-0"

FOR THE PIPE PENETRATION)

(SEE STRUCTURAL DRAWINGS

(TYP.)

LS-525-S-17

LINK-SEAL

6"5'6"

PAVERS

SIDEWALK

6" CRUSHCRETE

CEMENT BED

1" SAND AND CURB AND GUTTER

CITY STANDARD

CONCRETE BAND

9" THICK

3.5'

SOD

NOTES:

METER

MAG.

24"

METER

MAG.

MANUFACTURERON

DEPENDINGVARIES

6"

12"

2'-

0"

SIDEWALK PAVER RESTORATION DETAIL

NOT TO SCALE

SECTION A

DETAIL A - MAG. METER VAULT

DETAIL B - PLUG VALVE INSTALLATIONNOT TO SCALE

NOT TO SCALE

NOT TO SCALE

8"

3"

8"

12" CLEAR MIN.

LC

8" 8"

8"

8"

LC

ASLOPE

SL

OP

E

COVER SURROUND24" SQ CONC VALVE

UNDER VALVECONC. SUPPORT,

AND 9" MAX BELOW GRADETOP OF NUT TO BE 6" MIN

ADJUSTABLE VALVE BOX2" PIECE CAST-IRON

AROUND VALVE#57 STONE

CONC. SUPPORT

LONG BODY SLEEVE

ASSEMBLY, TYP.TANDEM MEGALUG

REMOVAL OF VALVESPACER TO ALLOW STEEL CYLINDER

" THICK 219"x

ELEVATION

SECTION A-A

SPECIFICATIONBACKFILL PER

OPERATING NUTSOCKET TO VALVE SOCKET AT BOTTOM, WELD W/2" SQ NUT AT TOP AND EXTENSION STEM (MIN 1.25"�)

34'

24" D.I. CL 250

INSTALL 32 LF OF

SEE DETAIL A

26 LF OF 2" PVC SDR 21

(4) 2" 45° BENDS

INSTALL:

RELOCATE EXIST. 2" PVC WM

R/W LINE

R/W LINE

R/W LINE

R/W LINE

EXIST. PROPERTY LINE

EXIST. PROPERTY LINE

4.4'

7.2'

1.4'

BAND

CONCRETE

9" THICK

STORMWATER VAULT

EXISTING UNDERGROUND

EL. 2.58

EL. 1.50

2" PVC SCH. 40

INSTALL 29 LF OF

EL. 5.66

8"

5"

7'-0"

4'-7"

CROSSWALK

RESTORE PAVER

TO REMAIN

EXIST. FENCE

4x4-W2.9xW2.9 WWFREINFORCE W/ #3@9" OR 4" CONCRETE MUD MAT

CONCRETE MUD MATBOTTOM OF VAULT

STEPS-12" O.C. TO

CAST IRON MANHOLE

FLOW

PER MANUFACTURER

GROUNDING ROD

6'-0"

EL. 2.58'

PENETRATION

2" PVC PIPE

OVER STEPS (SEE NOTES)

HINGED BILCO HATCH WITH FRAME CENTERED

DOUBLE DOOR OPENING TO HAVE 4'x4'

ALUMINUM CHECKERED PLATE COVER WITH

FLOW

12"

18"

ELEV. 10'-0"

EXIST. GRADE

(1) 24" MJ SLEEVE RESTRAINED

(1) 24" FLG MAG. METER

(1) 24" MJ PLUG VALVE W/ BEVEL GEAR (SEE DETAIL B)

(1) 24" MJ LONG SLEEVE RESTRAINED

(1) 30" X 24" MJ INCREASER RESTRAINED

INSTALL:

FENCE TO MATCH EXIST. STYLE.

INSTALL 6 LF OF NEW 8'-0" ALUM.

FENCE TO MATCH EXIST. STYLE.

INSTALL 6 LF OF NEW 8'-0" ALUM.

BEND RESTRAINED

INSTALL (2) 24" 45° MJ

METERS AS REQUIRED

PREVENTER AND WATER

RELOCATE EXIST. BACKFLOW

10.25'

CONC.

OF 6"

6 SY

RESTORE

FENCE TO MATCH EXIST. STYLE.

INSTALL 2 LF OF NEW 8'-0" ALUM.

OF 8'-0" ALUM. FENCE SECTIONS.

REMOVE AND REPLACE 38 LF

OF 8'-0" ALUM. FENCE SECTIONS.

REMOVE AND REPLACE 54 LF

FENCE TO MATCH EXIST. STYLE.

INSTALL 2 LF OF NEW 8'-0" ALUM.

TO REMAIN

EXIST. GAS MAIN CONNECTIONTO REMAIN

EXIST. FACE OF CURB

CLEANOUT

INSTALL

CLEANOUT

INSTALL

9.

8.

7.

6.

5.

4.

3.

2.

1.

(TYP.)

LS-525-S-17

LINK-SEAL

ADAPTER (TYP. 2)

MEGALUG FLANGE

INSTALL 24"

ADAPTER (TYP. 2)

MEGALUG FLANGE

INSTALL 24"

(TYP.)

LS-525-S-17

LINK-SEAL

(TYP.)

LS-525-S-17

LINK-SEAL

POST EMBEDDED 3FT WITH POURED CONCRETE FOUNDATION.

UPPER AND LOWER SETS OF RAILS. 4-11/16" O.C. SPACING BETWEEN PICKETS WITH EACH

STYLE M3 4-RAIL, 8FT IN HEIGHT, AND 3" POST SIZE WITH 9-3/16" SPACING BETWEEN

FENCE PANELS TO MATCH EXISTING AMERISTAR ECHELON II, WHITE ALUMINUM, MAJESTIC

PLATE COVER DESIGN TO 300 P.S.F. SUBMIT SHOP DRAWING PRIOR TO FABRICATION.

DUE TO THE INSTALLATION OF THE PIPING AND MAG METER VAULT.

CONTRACTOR SHALL RESTORE TO EXISTING CONDITIONS ALL DISTURBED AREAS

THE EXISTING FENCE POST FOOTER.

CONTRACTOR MUST VERIFY IN THE FIELD THE LOCATION OF VAULT SO IT CLEARS

CONTRACTOR SHALL STAKE OUT THE MAG. METER VAULT PRIOR TO CONSTRUCTION.

ELEVATIONS ARE IN NAVD 1988.

HEADER DISCHARGE.

24" X 30" INCREASER THAT IS LOCATED DOWNSTREAM OF THE EXISTING PUMP

CONTRACTOR TO REMOVE EXISTING 30" PIPE ALL THE WAY TO THE EXISTING

OF THE PROPOSED EQUIPMENT, PIPING AND VALVING DEPICTING DIMENSIONS.

CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW A LAYOUT SCHEDULE

BEFORE COMMENCING WITH THE WORK.

NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATIONS

OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL

PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION

CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL

ALL D.I. PIPE AND VALVES SHALL BE COATED AND LINED PER SPECIFICATION.

SEE NOTE 3

1'-1"

1'-3"

NOTES:

1. EXHAUST FAN F-1 SHALL MEET ALL REQUIREMENTS SPECIFIED IN SPEC 15831.

2. 6" FLEXIBLE CONNECTION TO BE INSTALLED FROM GENERATOR TO DUCTWORK TRANSITION

3. PROVIDE SHEET METAL TRANSITION TO 9'-0" X 6'-0" EXHAUST LOUVER.

4. DIESEL FUEL STORAGE TANK SHALL BE A HORIZONTAL STEEL TANK WITH SECONDARY CONTAINMENT ENCASED IN

CONCRETE MANUFACTURED BY CONVAULT OR APPROVED EQUAL. TANK CAPACITY SHALL BE 500 GALLONS.

5. FUEL SUPPLY AND RETURN LINES SHALL BE SCH 40 ASTM A106 OR ASTM A135 BLACK STEEL PIPE INSIDE A

SECONDARY CONTAINMENT LINE OF FRP PIPE. SECONDARY CONTAINMENT LINE SHALL SLOPE 1/8" PER FOOT

TOWARDS GENERATOR BUILDING AND BE OPEN INSIDE BUILDING.

6. ROUTE EXHAUST PIPING SO AS TO AVOID CONDUIT ON NORTH WALL. RELOCATE LIGHT FIXTURE AS NECESSARY.

7. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD

CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATIONS BEFORE

COMMENCING THE WORK.

8. TANK SHALL BE LOCATED NO LESS THAN 2'-6" FROM THE NEAREST SIDE OF ANY PUBLIC WAY OR FROM DIESEL

GENERATOR BUILDING PER NFPA CODE 30

EXISTING INTAKE LOUVERS

IN DOORS TO REMAIN.

NEW 3/4"∅ SUPPLY AND RETURN LINES

SEE NOTE 5

BALL VALVES ON

SUPPLY AND

RETURN LINES

EXISTING TANK PAD

TO REMAIN. REMOVE

EXISTING ANCHORS AND

REPAIR HOLES PER

DETAIL 4 ON S-3 AND

STRUCTURAL SPECS.

NEW 500 GALLON DIESEL

FUEL STORAGE TANK

SEE NOTE 4

NEW

MUFFLER

NEW EXHAUST FAN F-1

SEE STRUCTURAL

DETAILS ON S-4.

NEW RADIATOR EXHAUST LOUVER

IN ENLARGED EXISTING LOUVER

OPENING IN CMU WALL. SEE

STRUCTURAL DETAILS ON S-4.

SEE NOTE 2

NEW EXHAUST OUTLET

SEE STRUCTURAL

DETAILS ON S-4.

EXISTING FAN THERMOSTAT

TO REMAIN.

NEW EXHAUST PIPING

SEE NOTE 6

NEW STANDBY

GENERATOR

EXISTING INTAKE LOUVER

TO REMAIN

NATURAL GAS

METER. SEE

SHEET P-3

FOR GAS MAIN

CONNECTION.

SEE NOTE 10.

9. ALL EXISTING ANCHOR BOLTS, PENETRATIONS, AND HOLES FOR REMOVED EXISTING EQUIPMENT SHALL BE REPAIRED

PER DETAIL 4 ON S-3 AND STRUCTURAL SPECS.

EXISTING FUEL

LINE PENETRATIONS

NEW NATURAL

GAS PENETRATION

10. ALL WORK FOR NEW NATURAL GAS PIPING SHALL MEET ALL REQUIREMENTS SPECIFIED IN SPEC 231123.

NEW NATURAL GAS

WALL SUPPORTS

SEE DETAIL 6 ON

SHEET S-3

2 1/2"∅ STEEL

BLACK PIPE

EXISTING ALUMINUM

FENCE TO REMAIN.

EXISTING CMU BUILDING

TO REMAIN.

FUEL RETURN

FUEL SUPPLY

REMOVE EXISTING

EXHAUST FAN/LOUVERS

REMOVE EXISTING

GENERATOR EXHAUST

REMOVE EXISTING

RADIATOR EXHAUST

LOUVER, CUT AND

REMOVE BLOCK ANDN

LINER AS REQUIRED

FOR NEW OPENINGS

AND PENETRATIONS.

SEE S-4 FOR DETAILS.

11. CONTRACTOR SHALL REMOVE AND DISPOSE OF GENERATOR, MUFFLER, EXHAUST FAN, VALVES AND PIPING

AT NO ADDITIONAL EXPENSE TO THE CITY OF JACKSONVILLE BEACH.

12. CONTRACTOR SHALL AT ALL TIMES DURING CONSTRUCTION PROVIDE AND MAINTAIN TEMPORARY BACKUP

EMERGENCY POWER DURING GENERATOR REPLACEMENT.

EXIST. NATURAL

GAS LINE TO REMAIN

SHEET

NO

M-1

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

MECHANICAL GENERATOR ROOM LAYOUT

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

REVISIONS

City of Jacksonville BeachDepartment of Public Works

SCOTT RICHARDS, P.E.

P.E. LICENSE NUMBER 71505

GAI CONSULTANTS, INC.

1301 RIVERPLACE BOULEVARD - SUITE 900

JACKSONVILLE, FL 32207

CERTIFICATE OF AUTHORIZATION 9951

1'-3"

6"6"

2'-O"

EXISTING CMU

C

S

2"

2" CLEAR (TYP)

4" TYP3" TYP

DETERMINED BY EQUIPMENT FURNISHED

NOTE:

STANDARD PIPE

SADDLES (2 REQ'D)

INSULATION

PROT SADDLE

TYP

E

X

H

P

I

P

E

O

D

2

"

2

"

M

I

N

PROVIDE OPENING IN WALL; FORM AND FILL

WITH NON-SHRINK GROUT

PROVIDE SPRINGS AND CUP RETAINERS

WITH THE APPROPRIATE SPRING RATES

FOR WEIGHT OF MUFFLERS SELECTED

FIELD FITFIELD FIT

TYP BOTH END PLS

DOUBLE

NUTS (TYP)

SCH 5S PIPE

316 SS

SCH 5S PIPE

316 SS

8- 1/2" DIA THRU BOLTS

WITH NUTS ALL MATERIAL SS

1/8

4X4XO.O47 INCH WIRE DIA

WIRE CLOTH; ATTACH WITH

1/2" WIDE BAND WITH

WORM DRIVE. ALL MAT'L

SERIES 316 SS

1/8" THK INTERIOR & EXTERIOR WALL PL

316 SS WITH MATCHING BOLT HOLES

1/8

12-1/4" DIA VENT HOLES

EQUALLY SPACED IN

OUTER SLEEVE

12-1/4" DIA VENT HOLES

EQUALLY SPACED &

CENTERED

1/8" THK PL

316 SS

8-9/16" DIA HOLES

EQUALLY SPACED

& CENTERED

NOTE:

1/8" THK 316 SS ROLLED PLATE

IS ACCEPTABLE ALTERNATE TO SCH 5S PIPE

INSULATION

WITH METAL

COVER

5/8" DIA HOLE

TYPICAL

1/2" DIA 316 SS RODS

(TYP 4 PLACES)

L4x4x1/4" SS

3

/

4

"

M

I

N

EXHAUST PIPE PER

MANUFACTURER'S

RECOMMENDATIONS

8"

45^

DIESEL ENGINE

EXHAUST CONNECTION

316 SS

SCH 10S PIPE

ASTM A312 316 SS

SCH 1OS PIPE (TYP)

SLOPE TO DISCHARGE

SEAL WITH 3 STRANDS OF

FIBER GLASS BRAIDED

ROPE SUITABLE FOR 1OOO° F

SERVICE (TYP BOTH ENDS)

SILICON SEALANT RATED FOR

4OO° F SERVICE TYP INSIDE

AND OUTSIDE WALL PLATES

CONTRACTOR SHALL PROVIDE SECONDARY

STEEL & ATTACHMENTS TO SUPPORT JOISTS;

HANGER LOCATION & SPACING SHALL BE

FLEXIBLE

CONNECTOR

MUFFLER

NOTES:

1. INSULATION SHALL BE PER MUFFLER SPECIFICATIONS.

2. ALL HARDWARE SHALL BE 316 SS

DOUBLE

NUTS (TYP)

INSULATION WITH ALUM

OUTER COVERING

HANGERS SHALL BE

IN ACCORDANCE TO

SPEC 15145

SPRING ISOLATORS

DIESEL FUEL RETURN

NATURAL GAS LINE

DIESEL FUEL SUPPLY

AS REQ'D

AS REQ'D AS REQ'D

NEW UNISTRUT. SUBMIT SHOP DRAWINGS

FOR UNISTRUT SUPPORTS WITH LOADING

INFORMATION.

AS REQUIRED AS REQUIRED

WALL

DOUBLE NUTS (TYP.)

EXISTING STEEL JOISTS EXISTING STEEL JOISTS

DOUBLE NUTS (TYP.)

CONNECT TO JOISTS.

LOCATION & SPACING

SHALL BE DETERMNED

BY EQUIPMENT FURNISHED

SHEET

NO

M-2

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

MECHANICAL DIESEL GENERATOR, MUFFLER AND FUEL LINES

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

REVISIONS

City of Jacksonville BeachDepartment of Public Works

SCOTT RICHARDS, P.E.

P.E. LICENSE NUMBER 71505

GAI CONSULTANTS, INC.

1301 RIVERPLACE BOULEVARD - SUITE 900

JACKSONVILLE, FL 32207

CERTIFICATE OF AUTHORIZATION 9951

EL-11.9'

26'-0"

15'-6"

5'-0"

REMOVE EXISTING

ANCHOR BOLTS.

PATCH AND REPAIR

AS SHOWN IN DETAIL

4 ON SHEET S-3.

BOTTOM

EL+3.62'

BOTTOM

EL. -14.9'

¡ PUMP

TYP

EL-11.0'

TOP OF FLOOR SLAB

EXISTING WETWELL

EXISTING

GENERATOR

ROOM

BOTTOM

EL. -14.9

PATCH EXISTING

24" ∅ FORCE MAIN

WALL PENETRATION

NEW 24"∅ DI

FORCE MAIN WALL

PENETRATION

(X2) 4"∅ HOLES FOR CONDUIT.

(TYP. 4 PLACES) SEE SHEET

S-2 FOR DESCRIPTION.

CONDUIT SUPPORT

EXISTING GENERATOR

ROOM

4'-6"

6"

5'-0"

EXISTING ALUMINUM

HATCH TO REMAIN

EXISTING ALUMINUM

HATCH TO REMAIN

(X4) 3"∅ HOLES FOR

CONDUIT SEE SHEET

S-2 FOR DESCRIPTION.

EXISTING

PUMP VAULT

TO REMAIN

ENLARGE 4 EXISTING

HATCH OPENINGS

(48"X54") BY 6" FOR

NEW 48"X60" HATCH

COVERS. SEE NOTE 3.

INSTALL NEW W12X30 316 SST

SUPPORT BEAM UNDER

EXISTING CONCRETE BEAM

INSTALL NEW W8X31 316 SST

SUPPORT BEAM UNDER

EXISTING CONCRETE BEAM

NOTES:

1. ALL WORK PERFORMED SHALL ADHERE TO THE LISTED STANDARDS WHEN APPLICABLE:

-ACI 347 - CONCRETE

-ASTM 615 GR 60 - REINFORCING

-AISC, ASTM A36 - STRUCTURAL STEEL

-AWS D1.1 - WELDING

-E70XX - WELD RODS

2. CONTRACTOR SHALL PROVIDE ALUMINUM HATCH COVERS RATED FOR 300 PSF.

3. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND

REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FACILITY.

SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING

TO OBTAIN ENGINEER'S CLARIFICATIONS BEFORE COMMENCING WORK.

4. ELEVATIONS ARE ON 1929 DATUM. TO CONVERT ELEVATIONS TO NAVD 1988, SUBTRACT 1.06 FT.

FROM 1929 DATUM ELEVATIONS.

SHEET

NO

S-1

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

STRUCTURAL VAULT PLANS AND MODIFICATIONS

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

REVISIONS

City of Jacksonville BeachDepartment of Public Works

JANINE PARDEE, P.E.

P.E. LICENSE NUMBER 25922

GAI CONSULTANTS, INC.

1301 RIVERPLACE BOULEVARD - SUITE 900

JACKSONVILLE, FL 32207

CERTIFICATE OF AUTHORIZATION 9951

ELECTRICAL CONDUITS

(X8) 3" CONDUITS

(PVC PIPE)

FOUR 2" CONDUITS: CORE DRILL

FOUR 3" HOLES THROUGH THE

EAST WALL AT 6" ON CENTER,

WITH THE CENTER OF THE

TOP HOLE AT 24" BELOW GRADE.

SEE NOTE 2.

EXISTING

3 #11

CONT.

EXISTING

#4 TIES

AT 12"

CORE DRILL TWO 4" HOLES

THROUGH THE WALL AND HATCH

BEAM AT 8" ON CENTER, WITH

CENTER OF EACH HOLE AT 6"

BELOW THE BOTTOM OF TOP SLAB

(TYP. 4 PLACES) SEE NOTE 2.

EXISTING PUMP VAULT

TO REMAIN

SEE DETAIL 3 ON

SHEET S-3 FOR

CONDUIT SUPPORTS

EXISTING

#4 TIES

AT 12"

EXISTING

3 #11

CONT

℄

℄ ℄

EXISTING PUMP &

ACCESS HATCH

EXISTING PUMP &

ACCESS HATCH

EXISTING PUMP &

ACCESS HATCH

9'-0"

2'-4"

2'-9"

2'-3" 2'-3"

8'-0"

0'-6"

0'-4

1

4

"

2'-0"

6"

23'-10"

5'-0"

1'-0" 2'-0"

2'-6"

2'-0" 1'-0"

¡ EL +5.66'

EL +10.5'

5'-0"

OPENING TO

STORM VAULT

2'-6"

EL. -14.9

EL. -3.62

EL +10.0'

EXISTING 2

1

4

" SS GRATING TO REMAIN

EXISTING

2 #8 CONT.

EXISTING PUMP VAULT WALL

SEE DETAIL 2 ON SHEET S-3

FOR AFFIXING W8 TO W12

INSTALL NEW W8X31

316 SST SUPPORT BEAM

UNDER EXISTING

CONCRETE BEAM.

INSTALL 5 NEW ACCESS

HATCHES BEYOND

INSTALL NEW W12X30

316 SST SUPPORT BEAM

UNDER EXISTING

CONCRETE BEAM.

INSTALL 316 SST

PL 1/4" STIFFENERS

B.S.

SEE DETAIL 1 ON SHEET S-3 FOR

MOUNTING BEAMS TO CONCRETE

WALLS. (TYP. 3 PLACES)

FIRST:

INSTALL NEW W8X31

AND W12X30 316 SST

SUPPORT BEAM

UNDER EXISTING

CONCRETE BEAMS.

SECOND:

CUT AND REMOVE 6" OF EXISTING

CONCRETE BEAM TO ENLARGE

OPENING.

SEE DETAIL 4 ON SHEET (S-3)

FOR PATCHING DETAIL TO CUT

BACK ALL EXPOSED REBAR AND

EPOXY SO NO REBAR IS

EXPOSED TO THE ELEMENTS.

NOTES:

1. ALL WORK PERFORMED SHALL ADHERE TO THE LISTED STANDARDS WHEN APPLICABLE:

-ACI 347 - CONCRETE

-ASTM 615 GR 60 - REINFORCING

-AISC, ASTM A36 - STRUCTURAL STEEL

-AWS D1.1 - WELDING

-E70XX - WELD RODS

2. VERIFY REBAR LOCATIONS WITH INSPECTOR PRIOR TO CORE DRILLING FOR CONDUIT PENETRATIONS.

ALLOW FOR A TOLERANCE OF HALF THE DIAMETER OF THE CORE DRILL FOR AVOIDING REBAR.

3. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL

FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES

APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S

CLARIFICATIONS BEFORE COMMENCING WORK.

4. ELEVATIONS ARE ON 1929 DATUM. TO CONVERT ELEVATIONS TO NAVD 1988, SUBTRACT 1.06 FT.

FROM 1929 DATUM ELEVATIONS.

SHEET

NO

S-2

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

STRUCTURAL PUMP VAULT SECTIONS

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

REVISIONS

City of Jacksonville BeachDepartment of Public Works

JANINE PARDEE, P.E.

P.E. LICENSE NUMBER 25922

GAI CONSULTANTS, INC.

1301 RIVERPLACE BOULEVARD - SUITE 900

JACKSONVILLE, FL 32207

CERTIFICATE OF AUTHORIZATION 9951

5. ALL RELATED BOLTS, NUTS, AND HARDWARE, BRACKETS, LIFTING CHAINS, SUPPORT HANGERS,

ANCHOR BOLTS, CHAIN SHACKLES REQUIRED TO COMPLETE THE PUMPING EQUIPMENT INSTALLATION

AND STRUCTURAL MODIFICATIONS SHALL BE 316 SST.

EXISTING WALL

TO REMAIN

4'-10"

4'-10"

0'-3"

0'-8"

0'-3"

2'-4"

16 DOWELS #4 X 24"

WITH BEND. EMBED 8"

INTO EXISTING VAULT

WALL AS SHOWN.

28" OPENING

FOR 24" PIPE

#7 BARS AS SHOWN

24" DI FORCE MAIN

EXISTING VAULT

WALL TO REMAIN

LINK-SEAL

LS-425-S-23

(2 REQ'D)

12"X12" CONCRETE

REINFORCED BAND

12"X12" CONCRETE

REINFORCED BAND

0'-2" CLR.

(TYP.)

#7 REBAR

#4 REBAR X 24" WITH BEND

0'-2" CLR.

(TYP.)

NON SHRINK GROUT

NON SHRINK

GROUT

NOTE: MODIFY WALL PLATE TO FIT

WHERE NECESSARY

316 SST

L5"X3"X1/2"

CLIP ANGLE

316 SST

2-3/4"∅ BOLTS

HEAVY HEX A307

316 SST.

WALL PLATE

1/2"THX12"X12"

EXISTING CONCRETE

WALL TO REMAIN

4 EACH 3/4"∅ DRILL-IN

ANCHORS, REDHEAD

EPCON C6 ADHESIVE,

OR APPROVED EQUAL.

316 SST

W8X31 BEAM

MIN 4" FROM FACE (TYP.)

2'-0"

EXISTING 28" PENETRATION

TO BE SEALED

EPOXY ANCHOR

ADHESIVE

DOWELS #4 X 16"L

8 PLACES EMBED 8"

IN APPROVED EPOXY

ADHESIVE.

CONCRETE REPAIR GROUT

BONDING AGENT (TYP.)

5 C-BARS EACH WAY

NEAR FACE AND FAR FACE

SIKA LOCKSTOP SEALANT

OVER LOCKSTOP PRIMER

ADHESIVE ALL AROUND,

3 PLACES

EXISTING CONCRETE WALL

TO REMAIN

EXISTING WALL

TO REMAIN

5 BARS EACH #4

C-BARS EAST-WEST,

NEAR SIDE AND FAR SIDE

4 #4 X 6"L

NEAR FACE AND FAR

FACE (8 TOTAL)

SEE NOTE 2

0'-8" (TYP.)

W8

W12

316 SST 3/8" CONNECTING PLATE

2-3/4"∅ BOLTS

HEAVY HEX

316 SST

CHIP CONCRETE AROUND

EXISTING ANCHOR BOLTS

OR RE-BAR TO BE REMOVEDCUT OFF ANCHOR

BOLTS OR RE-BAR.

MIN 1" DEPTH AND

PATCH WITH EPOXY

#4 (12 REQ'D)

#4 (8 REQ'D)

1'-3"

1'-2"

1'-8"

1'-3"

STANDARD ACI BEND

WETWELL WALL

Z-FITTING 316 SST UNISTRUT

P-1453 OR EQUAL.

PIPE CLAMP 316 SST UNISTRUT

SERIES P-2024 OR EQUAL.

316 SST FRAMING SUPPORT,

UNISTRUT SERIES P-1001, OR EQUAL

316 SST 3/8"∅ EXPANSION

ANCHOR BOLT WITH NUT

AND LOCKWASHER (TYP.)

CMU WALL

Z-FITTING 316 SST UNISTRUT

P-1453 OR EQUAL.

PIPE CLAMP 316 SST UNISTRUT

SERIES P-2024 OR EQUAL.

316 SST FRAMING SUPPORT,

UNISTRUT SERIES P-1000, OR EQUAL

316 SST 3/8"∅ EXPANSION

ANCHOR BOLT WITH NUT

AND LOCKWASHER (TYP.)

NOTES:

1. ALL WORK PERFORMED SHALL ADHERE TO THE LISTED STANDARDS WHEN

APPLICABLE:

-ACI 347 - CONCRETE

-ASTM 615 GR 60 - REINFORCING

-AISC, ASTM A36 - STRUCTURAL STEEL

-AWS D1.1 - WELDING

-E70XX - WELD RODS

2. CONTRACTOR SHALL SUBMIT STEEL SHOP DRAWINGS. ALTERNATE CONNECTIONS AND DETAILS CAN BE PROPOSED IN THIS SUBMITTAL.

USE FILLET WELDS @ ALL FAYING SURFACES WITH THROAT EQUAL TO THINNER MATERIAL JOINED.

3. ORIENTATION OF DOWELS CAN BE ALTERED WITH ENGINEER'S APPROVAL TO AVOID EXISTING BARS.

4. SUBMIT TECHINCAL DATA FOR ALL HARDWARE, FASTENERS, PIPE CLAMPS, FRAMING SUPPORTS, UNISTRUT, FITTINGS, ETC FOR REVIEW BY EOR.

5. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT

THE INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING

TO OBTAIN ENGINEER'S CLARIFICATIONS BEFORE COMMENCING WORK.

SHEET

NO

S-3

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

STRUCTURAL DETAILS

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

REVISIONS

City of Jacksonville BeachDepartment of Public Works

JANINE PARDEE, P.E.

P.E. LICENSE NUMBER 29522

GAI CONSULTANTS, INC.

1301 RIVERPLACE BOULEVARD - SUITE 900

JACKSONVILLE, FL 32207

CERTIFICATE OF AUTHORIZATION 9951

FIN FL

FIN FL

NEW EXHAUST FAN

AND LOUVER

NEW 6'X9' RADIATOR

EXHAUST LOUVER

EXISTING 8"X8" PRECAST

CONCRETE LINTEL

INSTALL REINFORCING

AND GROUT INTO BLOCK

CELLS TO REMAIN

BETWEEN LOUVERS

INSTALL EXHAUST FAN

AND LOUVER AND

GENERATOR LOUVER

FLUSH TO TIE BEAM

REMOVE EXISTING MEMBRANE ROOFING

AND REPLACE WITH NEW MEMBRANE

ROOFING. REPLACE ANY INSULATION

AND FLASHING DAMAGED IN ROOFING

REMOVAL. CONT ANODIZED ALUMINUM

FLASHING AND CLEAT (COLOR BRONZE)

10'-10

3

8"

9'-1

3

16"

0'-2

3

16"

EXISTING CONCRETE TIE BEAM

NEW GENERATOR EXHAUST

CUT CMU AS REQUIRED

TO ALLOW FOR NEW

LOUVER. REMOVE EXISTING

LINTEL AND REPAIR CMU

WITH NEW BLOCK TO

MATCH EXISTING. PATCH

REPAIR WITH SPECIFIED

REPAIR MORTAR

TEMPORARILY REMOVE EXISTING

DOORS AND FRAME TO ALLOW

FOR GENERATOR INSTALLATION

EXISTING TIE BEAM

TO REMAIN

STAINLESS STEEL

INSECT SCREEN

STAINLESS STEEL

FRAMING ANGLE

SEALANT AND

BACKER ROD

CUT AS REQUIRED

TO ALLOW FOR NEW

LOUVER

EPCON C-6 REDHEAD

ANCHORS WITH SCREEN

FOR CMU WALL OR

APPROX. EQUAL.

MIN 1/2"∅ ANCHOR AT

2' SPACING AROUND

PERIMETER.

1

2

"

0'-8"

EXISTING

CMU WALL

TO REMAIN

NEW STANDBY GENERATOR

EXISTING

ALUMINUM

FENCE TO

REMAIN

NEW 500 GAL FUEL TANK

PLACE ON EXISTING PAD

6'-0"

FINISH FLOOR

EL +10.5'

FIN FL

EXISTING GENERATOR EXHAUST

EXISTING PRECAST

LINTEL

EXISTING FAN/LOUVER

SEE NOTE 2

AFTER REMOVAL OF

EXISTING GENERATOR

CUT OFF ANCHORS AND

REPAIR AS SHOWN IN

DETAIL 4 ON SHEET

S-3 AND PATCH HOLES

WITH REPAIR MORTAR

NEW RADIATOR

EXHAUST LOUVER

IN ENLARGED

OPENING

REMOVE ALL EXISTING ANCHORS

IN EQUIPMENT PAD OR ON WALL.

PATCH ALL HOLES OR CHIP AND

REPAIR AS SHOWN IN DETAIL 4

ON S-3.

NOTES:

1. ALL WORK PERFORMED SHALL ADHERE TO THE LISTED STANDARDS WHEN

APPLICABLE:

-ACI 347 - CONCRETE

-ASTM 615 GR 60 - REINFORCING

-AISC, ASTM A36 - STRUCTURAL STEEL

-AWS D1.1 - WELDING

-E70XX - WELD RODS

2. DEMOLISH EXISTING PRECAST LINTEL. USE SIMILAR CMU TO COMPLETE

WALL AROUND NEW 9'X6' LOUVER. SEE M-1 FOR MECHANICAL

DEMOLITION.

3. THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL

PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE

INSTALLATION OF THE FACILITY. SHOULD DISCREPANCIES APPEAR, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN

ENGINEER'S CLARIFICATIONS BEFORE COMMENCING WORK.

4. ELEVATIONS ARE ON 1929 DATUM. TO CONVERT ELEVATIONS TO NAVD

1988, SUBTRACT 1.06 FT. FROM 1929 DATUM ELEVATIONS.

SHEET

NO

S-4

PHASE III C PROJECT 2 IMPROVEMENTS (PART E)

STRUCTURAL GENERATOR BUILDING MODIFICATIONS

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

DATEDESCRIPTION

REVISIONS

City of Jacksonville BeachDepartment of Public Works

JANINE PARDEE, P.E.

P.E. LICENSE NUMBER 29522

GAI CONSULTANTS, INC.

1301 RIVERPLACE BOULEVARD - SUITE 900

JACKSONVILLE, FL 32207

CERTIFICATE OF AUTHORIZATION 9951

INSTALL NEW

SHEET METAL

TRANSITION