the city of daytona beachpurchasing.codb.us/documents/itb 0314-1610 lift station 9 plans.pdf · the...

THE CITY OF DAYTONA BEACH

UTILITIES PROJECT NO. P-6533

DRAWING INDEXDESCRIPTIONSHEET No.

1234

COVER SHEET & INDEXGENERAL NOTES SURVEYPAY ITEM SUMMARY

COMPONENTS OF THEUTILITY CONTRACT PLAN SET

GOVERNING STANDARDS AND SPECIFICATIONS:CITY OF DAYTONA BEACH UTILITIES DEPARTMENT STANDARD DETAILS, LATEST EDITIONFLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONSFOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION

MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION ANDMAINTENANCE FOR STREETS AND HIGHWAYS, LATEST EDITION

FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN STANDARDS, LATEST EDITION

CITY MANAGERJAMES CHISHOLM

UTILITIES DIRECTOR

THE CITY OF DAYTONA BEACHUTILITIES DEPARTMENT

ENGINEERING DIVISION

LOCATION MAP

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION.

D2

51

1 - C

IT

Y O

F D

AY

TO

NA

B

EA

CH

L

IF

T S

TA

TIO

N 9

A

ND

F

OR

CE

M

AIN

IM

PR

OV

EM

EN

TS

Sheet No.

5 LIFT STATION SITE PLAN6 LIFT STATION PLAN, SECTION AND DETAILS

7-8 FORCE MAIN PLAN AND PROFILE9-10

LIFT STATION 9

AND FORCE MAIN IMPROVEMENTS

NO

VA

RO

AD

CPH TECHNICAL SPECIFICATIONS

WILLIAM C. GOUCHER, P.E.

REG - #20700

Bid Set

STANDARD DETAILS

COUNTRY CLUB AVENUE

BEVILLE ROAD

N

Arch. Lic. No. AA2600926Landscp. Lic. No. LC0000298

Eng. C.O.A. No. 3215Survey L.B. No. 7143

TOWNSEND AVENUE

FOREST GLEN BOULEVARD

SHEILA AVENUE

MO

RR

IS RO

AD

OAK TREE CIRCLE

JOHN DRAGO, INTERIM

WOODCLIFF DRIVE

LOCATIONPROJECT

Dra

win

g n

am

e: J:\D

25

11

\C

ivil\D

WG

\B

id

S

et\D

25

11

sh

t 1

C

ove

r.d

wg

D

ec 1

7, 2

01

3 - 2

:5

7p

m d

g.h

olla

nd

11 FDOT DESIGN STANDARD INDICES

GENERAL NOTES


REG - #20700

Scale:

Job No.

Date:

WCG

WCG

DGH

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

Draw

ing nam

e: J:\D

2511\C

ivil\D

WG

\B

id S

et\D

2511 sht 2 G

eneral N

otes.dw

g D

ec 17, 2013 - 2:27pm

gm

oore

ByNo. Date

2013C

D2511

12/17/2013

NONE

4

3

2

1

ByNo. DateRevision Revision

8

1117 E. Robinson, St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.

Arch. Lic. No. AA2600926

Landscp. Lic. No. LC0000298

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

O

A

K

T

R

E

E

C

I

R

C

L

E

O

A

K

W

O

O

D

A

V

E

N

U

E

SITE BENCHMARK #1

SITE BENCHMARK #2

Vertical & Horizontal Control Reference Notes:

L

O

T

3

4

L

O

T

3

3

L

O

T

3

2

L

O

T

3

1

L

O

T

3

0

L

O

T

2

9

L

O

T

3

5

L

O

T

3

6

L

O

T

3

7

L

O

T

3

8

L

O

T

3

9

L

O

T

1

B

L

O

C

K

2

5

L

O

T

1

9

P

A

R

C

E

L

"

A

"

P

A

R

C

E

L

"

O

"

L

O

T

2

L

O

T

3

L

O

T

4

W

O

O

D

C

L

I

F

F

D

R

I

V

E

SITE BENCHMARK #3

SITE BENCHMARK #4

L

O

T

1

L

O

T

2

L

O

T

3

L

O

T

3

2

L

O

T

3

3

L

O

T

3

4

A

L

E

A

T

H

A

D

R

IV

E

L

O

T

2

8

L

O

T

2

7

L

O

T

2

6

L

O

T

2

5

L

O

T

2

4

L

O

T

2

3

L

O

T

2

2

L

O

T

2

1

L

O

T

2

0

L

O

T

1

9

L

O

T

1

8

L

O

T

1

7

P

A

R

C

E

L

"

C

"

C

O

M

M

O

N

A

R

E

A

R

E

S

E

R

V

E

D

F

O

R

R

E

C

R

E

A

T

I

O

N

(S

T

A

T

E

R

O

A

D

5

A

)

N

O

V

A

R

O

A

D

Scale:

Job No.

Date:

-

-

-

-

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

Draw

ing nam

e: J:\D

2511\C

ivil\D

WG

\D

esign\D

2511 sht 3 S

urvey.dw

g O

ct 25, 2013 - 4:48pm

gm

oore

ByNo. Date

2013C

D2511

10/25/2013

1" = 40'

4

3

2

1


8


Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

4

3

2

1

Abbreviation Legend:

N

PAY ITEM FOOTNOTES

GENERAL:

THE UNIT COST EACH UTILITY PAY ITEM SHALL INCLUDE ALL COORDINATION, MATERIAL, INCIDENTAL ITEMS AND WORK NECESSARY FOR CONSTRUCTION COMPLETION IN COMPLIANCE WITH THE "CITY OF DAYTONA

BEACH UTILITIES DEPARTMENT STANDARD DETAILS" (LATEST EDITION) UNLESS OTHERWISE NOTED IN THE PLANS.

SPECIFICS:

ITEM #1 MOBILIZATION INCLUDES THE PREPARATORY WORK AND OPERATIONS IN MOBILIZING FOR BEGINNING WORK ON THE PROJECT, INCLUDING, BUT NOT LIMITED TO, THOSE OPERATIONS NECESSARY FOR THE

MOVEMENT OF PERSONNEL, EQUIPMENT, SUPPLIES AND INCIDENTALS TO THE PROJECT SITE, AND FOR ESTABLISHMENT OF FIELD OFFICES, STORAGE SHEDS, SAFETY EQUIPMENT AND FIRST AID SUPPLIES,

SANITARY AND OTHER FACILITIES, BONDS, PERMITS, AND FEES, CONSTRUCTION SCHEDULES, PROJECT SIGNS, INSURANCE, AND ANY OTHER PRECONSTRUCTION EXPENSE NECESSARY FOR THE START OF

THE WORK. DEMOBILIZATION INCLUDES THOSE OPERATIONS, MATERIALS, LABOR, AND EQUIPMENT NECESSARY FOR CLEANUP OF STORAGE/LAYDOWN YARD, DEMOBILIZATION FROM THE SITE, AND

ASSOCIATED WORK TO CLOSE OUT THE PROJECT.

ITEM #2 PRECONSTRUCTION VIDEO INCLUDES PRECONSTRUCTION DOCUMENTATION VIA DIGITAL VIDEO RECORDING PLUS ALL DIGITAL COLOR PHOTOGRAPHS NECESSARY TO PICK UP DETAIL NOT EASILY VISIBLE AND

APPARENT ON THE VIDEO RECORDING.

ITEM #3 MAINTENANCE OF TRAFFIC INCLUDES THE CONSTRUCTION AND MAINTENANCE OF ANY NECESSARY DETOUR FACILITIES; THE PROVIDING OF NECESSARY FACILITIES FOR ACCESS TO RESIDENCES AND

BUSINESSES ALONG THE PROJECT; THE FURNISHING, INSTALLATION AND MAINTENANCE OF TRAFFIC CONTROL AND SAFETY DEVICES DURING CONSTRUCTION, INCLUDING FLASHING STROBE LIGHTS ON ALL

EQUIPMENT; DAILY INSPECTIONS OF THE TRAFFIC CONTROL DEVICES (INCLUDING NIGHTTIME WORK OR INSPECTIONS); REPLACEMENT OF ALL EQUIPMENT AND DEVICES FOUND NOT TO BE CONFORMING WITH

APPROVED STANDARDS DURING THE INSPECTION; THE CONTROL OF DUST, MUD AND ANY OTHER SPECIAL REQUIREMENTS FOR SAFE AND EXPEDITIOUS MOVEMENT OF TRAFFIC AS MAY BE CALLED FOR ON

THE PLANS. THE TERM "MAINTENANCE OF TRAFFIC” SHALL INCLUDE ALL SUCH FACILITIES, DEVICES, AND OPERATIONS AS ARE REQUIRED FOR THE SAFETY AND CONVENIENCE OF THE PUBLIC AS WELL AS FOR

MINIMIZING PUBLIC NUISANCE; ALL AS REQUIRED BY THE ENGINEER AND THE OWNER. THIS WORK SHALL ALSO CONSIST OF THE REMOVAL AND REPLACEMENT OF EXISTING PAVEMENT MARKINGS AS

REQUIRED FOR EITHER ROADWAY OPEN CUTS OR THAT ARE REMOVED IN ORDER TO IMPLEMENT TRAFFIC CONTROL, TEMPORARY SIGNS, AND THE REMOVAL, REPLACEMENT OR RELOCATION OF EXISTING

SIGNS IN ORDER TO IMPLEMENT TRAFFIC CONTROL. THIS ITEM ALSO INCLUDES ANY ADJUSTMENTS NECESSARY TO THE TRAFFIC CONTROL DEVICES UNDER EMERGENCY CONDITIONS.

ITEM #4 SITE LAYOUT/SURVEYING INCLUDES LOCATING EXISTING RIGHT-OF-WAYS, EXISTING ITEMS TO REMAIN AND/OR BE REMOVED AND STAKING OF PROPOSED STRUCTURES AND PIPING ALIGNMENT AS

NECESSARY TO PROPERLY CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE PLANS.

ITEM #5 EROSION AND SEDIMENT CONTROL INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR PREPARATION AND IMPLEMENTATION OF STORMWATER POLLUTION PREVENTION CONTROL PLAN,

INCLUDING MONITORING, INSPECTING, AND REPORTING, PROVIDING EROSION AND SEDIMENT CONTROL MEASURES, PREPARING AND FILING EPA NPDES NOI AND NOT FORMS, AND PROVIDING REQUIRED

CONTRACTOR CERTIFICATIONS.

ITEM #6 PROJECT RECORD DRAWINGS INCLUDES THE PREPARATION AND MAINTENANCE OF AS-BUILT DATA ON A SET OF CONTRACT DOCUMENTS TO BE AVAILABLE ON-SITE AS SPECIFIED IN SECTIONS 01300 AND

01750 AND FINAL PREPARATION OF RECORD DRAWING DOCUMENTS IN ACCORDANCE WITH SECTION 01750.

ITEM #7 CONSTRUCT NEW SUBMERSIBLE LIFT STATION INCLUDES FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR CONSTRUCTION OF A NEW DUPLEX SUBMERSIBLE LIFT STATION AND

WETWELL, ELECTRICAL AND CONTROLS, PIPING, FITTINGS, VALVES, VALVE VAULT, BYPASS PUMP CONNECTION AND APPURTENANCES, SITE WORK INCLUDING DEWATERING, SHEETING, SHORING, BRACING,

EXCAVATION, BACKFILL, GRADING AND SODDING AND OTHER WORK WITHIN THE LIMITS OF THE SITE AS SHOWN ON THE DRAWINGS. WORK INCLUDED IN THIS PAY ITEM INCLUDES DISCHARGE PIPING THROUGH

8” BYPASS CONNECTION.

ITEM #8 CONSTRUCT DOG HOUSE MANHOLE INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR CONSTRUCTING A PRECAST CONCRETE DOG HOUSE MANHOLE OVER THE EXISTING SANITARY

SEWER AS NECESSARY FOR THE COMPLETE INSTALLATION INCLUDING PROTECTION OF EXISTING UTILITIES AND IMPROVEMENTS, EXCAVATION, SHEETING, SHORING AND BRACING, DEWATERING,

CONSTRUCTION OF INVERTS, BACKFILL, COMPACTION, GRADING, ALL TESTING, DISPOSAL OF EXCESS MATERIAL, SODDING, AND RESTORATION OF THE AREA.

ITEM #9 OPEN CUT AND CONSTRUCT SANITARY SEWER INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR DEWATERING, EXCAVATION, SHEETING, SHORING, BRACING, INSTALLATION OF SDR 26 PVC

SANITARY SEWER, PIPELINE IDENTIFICATION AND WARNING TAPE, DISPOSAL OF EXCESS MATERIAL, SUITABLE BACKFILL, REPLACEMENT OF EXISTING IMPROVEMENTS SUCH AS CONNECTIONS, TESTING,

SODDING AND CLEANUP.

ITEM #10 CORE BORE AND CONNECT TO EXISTING MANHOLE INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR DEWATERING, EXCAVATING, CORING EXISTING MANHOLE, INSTALLING WATER TIGHT

COLLAR AND CONNECTOR, PIPE CONNECTION, GROUTING, ACCESSORIES, BACKFILLING, RESTORATION, TESTING.

ITEM #11 DIRECTIONAL DRILL 10" FORCE MAIN INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR DIRECTIONALLY DRILLING THE 10” DUCTILE IRON PIPE SIZE DR 18 FUSIBLE PVC OR 12" DUCTILE IRON

PIPE SIZE DR 9 HDPE FORCE MAIN IN THE LOCATION SHOWN ON THE PLANS. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, DEWATERING, VERIFYING LOCATION AND DEPTH OF EXISTING UTILITIES, EXCAVATING,

FILLING, AND COMPACTING DRILLING AND RECEIVING PITS, PROPERLY COLOR CODED FUSIBLE POLYVINYL CHLORIDE PIPE, FITTINGS, PIPELINE IDENTIFICATION AND WARNING TAPE/WIRE, PIPE JOINING,

FITTINGS, FLANGE ADAPTERS, INSTALLATION OF PIPE BY DIRECTIONAL DRILLING METHODS, DISPOSAL OF REMOVED MATERIAL AND FLUIDS, FURNISHING AND INSTALLING DITCH CROSSING WARNING SIGNS

TESTING, AND RESTORATION OF ALL DISTURBED AREAS INCLUDING SODDING.

ITEM #12 OPEN CUT AND CONSTRUCT 10” FORCE MAIN WORK INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR DEWATERING, EXCAVATION, SHEETING, SHORING, BRACING, INSTALLATION OF 10"

PVC PIPELINE, FITTINGS, PIPELINE IDENTIFICATION AND WARNING TAPE, THRUST RESTRAINT, DISPOSAL OF EXCESS MATERIAL, SUITABLE BACKFILL, REPLACEMENT OF EXISTING IMPROVEMENTS SUCH AS

SIDEWALK ENCOUNTERED, CONNECTIONS, TESTING, SODDING AND CLEANUP.

ITEM #13 FURNISH AND INSTALL 10-INCH GATE VALVE INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT INCLUDING DEWATERING, EXCAVATION, SHEETING, SHORING, BRACING, FURNISHING AND INSTALLING VALVE,

VALVE BOX AND COVER (ADJUSTED TO FINAL GRADE), CONCRETE COLLAR, EXTENSIONS, ACCESSORIES, BACKFILL, COMPACTION, CONNECTION TO PIPES, THRUST RESTRAINT, LEAKAGE TESTING, AND

RESTORATION.

ITEM #14 CONNECT NEW 10" FORCE MAIN TO EXISTING MANHOLE INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR DEWATERING, EXCAVATION, BACKFILL, PIPE, FITTINGS, JOINT RESTRAINT,

TEMPORARY TRAFFIC DETOUR, DROP CONNECTION AND TESTING AS REQUIRED TO COMPLETE THE CONNECTION TO THE EXISTING UTILITIES AS NEEDED TO PROVIDE A COMPLETE AND WORKABLE UTILITY

SYSTEM.

ITEM #15 ABANDON EXISTING DRYWELL INCLUDES FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR ABANDONMENT OF THE EXISTING LIFT STATION DRYWELL, RELOCATION OF SCADA, REMOVAL

OF ELECTRICAL AND CONTROLS, PUMPS, PIPING, VALVES, AND APPURTENANCES AND TRANSPORTING THE REMOVED ITEMS TO THE CITY YARD AT 3651 LPGA BOULEVARD, FILLING THE DRYWELL STRUCTURE

WITH FLOWABLE FILL AND OTHER WORK WITHIN THE LIMITS OF THE SITE. ALL WORK IS TO BE PERFORMED AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS.

ITEM #16 CLEAN, FILL AND LINE EXISTING WETWELL INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR CLEANING EXISTING MANHOLE, FILLING IT WITH CONCRETE TO THE LOWEST INVERT, FORMING

FLOW CHANNELS, INSTALLING A MANHOLE LINER INCLUDING GROUTING OF ANNULAR SPACE, PROVIDING SEWER LINE OPENINGS AS REQUIRED AND CLEAN UP. WORK INCLUDES ALL BYPASS PUMPING

REQUIRED TO ACCOMPLISH CONVERSION OF THE EXISTING WETWELL TO A MANHOLE WITHOUT FLOW INTERRUPTION, AND RESTORATION OF THE SITE.

.

ITEM #17 REMOVE AND REPLACE EXISTING ROADWAY INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR REMOVING AND DISPOSAL OF ENTIRE EXISTING ROADWAY SECTION AS NEEDED FOR

PIPELINE INSTALLATION, INCLUDING GRADING, SUBGRADE PREPARATION AND COMPACTION; PLACING, FINISHING AND CURING NEW CONCRETE AND/OR ASPHALT. NEW ROADWAY RESTORATION SHALL TIE

INTO EXISTING ROADWAY AND BE RESTORED TO PRE-CONSTRUCTION CONDITIONS OR BETTER.

ITEM #18 REMOVE AND REPLACE EXISTING CURB INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR REMOVING AND DISPOSAL OF THE EXISTING DROP CURB INCLUDING GRADING, SUBGRADE

PREPARATION AND COMPACTION; PLACING, FINISHING AND CURING NEW CONCRETE, AND RESTORATION OF THE SITE. NEW CURB SHALL TIE INTO EXISTING CURB AND BE RESTORED TO PRE-CONSTRUCTION

CONDITIONS OR BETTER.

ITEM #19 REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAY INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR REMOVING AND DISPOSAL OF ENTIRE EXISTING LIFT STATION DRIVEWAY

INCLUDING GRADING, SUBGRADE PREPARATION AND COMPACTION; PLACING, FINISHING AND CURING NEW CONCRETE, AND RESTORATION OF THE SITE. NEW DRIVEWAY SHALL TIE INTO EXISTING ROADWAY

AND EXTEND TO THE NEW WETWELL AS SHOWN ON THE DRAWINGS.

ITEM #20 FURNISH AND INSTALL AIR RELEASE VALVE ASSEMBLY SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR DEWATERING, EXCAVATION, SHEETING, SHORING, BRACING, INSTALLATION,

BACKFILL, COMPACTION, AIR RELEASE VALVE, ENCLOSURE, VALVE ENCLOSURE AND COVER, TWO BOLLARDS, ACCESSORIES, FITTINGS, CONNECTION TO NEW PIPE, THRUST RESTRAINT, RESTORATION AND

CLEANUP.

ITEM #21 GROUT/ABANDON EXISTING FORCE MAIN SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT TO EXCAVATE, BACKFILL AND COMPACT, COMPLETELY DRAIN AND PROPERLY DISPOSE OF PIPE CONTENTS,

GROUT FILL, AND PLUG OR CAP EXISTING PIPE AS SHOWN ON THE DRAWINGS.

ITEM #22 CLEAN AND LINE EXISTING DISCHARGE MANHOLE INCLUDES ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR CLEANING EXISTING MANHOLE, INSTALLING A MANHOLE LINER INCLUDING GROUTING OF

ANNULAR SPACE, PROVIDING SEWER LINE OPENINGS AS REQUIRED AND CLEAN UP.


REG - #20700

Scale:

Job No.

Date:

WCG

WCG

DGH

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

Draw

ing nam

e: J:\D

2511\C

ivil\D

WG

\B

id S

et\D

2511 sht 4 P

ay Item

s S

um

mary.dw

g D

ec 17, 2013 - 2:28pm

gm

oore

ByNo. Date

2013C

D2511

12/17/2013

NONE

4

3

2

1


8


Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

X

X

XX

X

LO

T 34

LO

T 33

FM

FM

10+

00

RTU

DISC

PCP

MTS


REG - #20700

Scale:

Job No.

Date:

WCG

WCG

DGH

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

Draw

ing nam

e: J:\D

2511\C

ivil\D

WG

\B

id S

et\D

2511 sht 5 S

ite P

lan.dw

g D

ec 17, 2013 - 2:29pm

gm

oore

ByNo. Date

2013C

D2511

12/17/2013

1" = 5'

4

3

2

1


8


Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

PIPE AND FITTINGS, OR SCHEDULE

AND FITTINGS, OR TYPE K COPPER

SCHEDULE 40 GALVANIZED PIPE

LIFT STATION

PROPERTY LINE

S.S. TAPPING SLEEVE

CORP.

STOP

EXISTING WATER MAIN

FINISHED GRADE

TO BE FLUSH WITH

METER BOX AND LID

(LOCKING TYPE)

CURB STOP

2" COPPER

METER

METER

LID

4" TO 6"

80 PVC PIPE AND FITTINGS

ALL GALVANIZED AND BRASS COMPONENTS.

A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN1.

12" TO 30"

ABOVE

GRADE

REDUCED PRESSURE DEVICE

FINISHED

GRADE

UNION

UNION

WATER SERVICE DETAIL

N.T.S.

NOTES:

2. METER TO BE FURNISHED & INSTALLED BY THE CITY.

1"

HOSE BIBB

WITH LOCKING

DEVICE

GRAPHIC SCALE

05 10

N

REMOVE EXISTING CONCRETE DRIVEWAY,

REPLACE WITH 6" THICK x 10' WIDE CLASS A

CONCRETE DRIVEWAY WITH FLOAT FINISH.

DOGHOUSE MANHOLE

TOP ELEV.

NW INV.

SE INV.

8.00

±2.93

-3.03

INV. -3.05

INV. -3.03

INV. -8.20

LIFT STATION

SEE SHEET 6 FOR DETAILS

3' - 8" PVC @ 0.40%

1

9

'

-

1

5

"

P

V

C

@

0

.

1

5

%

CORE DRILL

NEW INV. -8.17

10'

10'

3'

3'

10" - 45° BEND

10" - 45° BEND

EXISTING 8" VCP

EXISTING PARTIALLY

BURIED MANHOLE FOR

BYPASS PUMPING

EXISTING DRYWELL TO

BE ABANDONED. SEE

NOTES THIS SHEET.

PUMPOUT

20'

4'

7.5'3.5'

SEE DETAIL, SHEET 10

WET WELL

SANITARY SEWER MANHOLE

TOP RIM ELEV. = 7.33

TO BE PLUGGED - N PIPES

TOP OF TOP PIPE ELEV = -2.37

TOP OF BOTTOM PIPE ELEV = -7.77

S 8" VCP

TOP OF TOP PIPE ELEV = -1.57

TOP OF BOTTOM PIPE ELEV = -6.97

SW - 15" VCP INV ELEV = -8.07

BOTTOM STRUCTURE ELEV = -12.77

FOLLOWING CLEARANCE TO PLACE NEW LIFT STATION AND FORCE MAIN INTO OPERATION:

CLEAN, FILL, AND LINE EXISTING WETWELL - SCOPE OF WORK

REMOVE TOP SLAB, FRAME AND COVER.

REMOVE PIPING, MANHOLE RUNGS, SUPPORTS FLUSH WITH WALL.

INSTALL BYPASSING PUMPING OF WEST AND SOUTH SEWERS TO NEW WETWELL PLUG NORTH 8" INVERTS.

THOROUGHLY CLEAN WETWELL.

FILL WETWELL WITH FLOWABLE FILL TO DISCHARGE ELEVATION -8.17. CONSTRUCT BENCH AND FLOW CHANNELS. CONNECT NEW

15" DISCHARGE PIPE.

APPLY REPAIR MORTAR TO PROVIDE SMOOTH INTERIOR SURFACE, COAT WITH HIGH BUILD EPOXY TOP COAT PER SECTION 02605.

ABANDON EXISTING DRYWELL - SCOPE OF WORK

REMOVE ALL EXISTING PUMPS, PIPING, VALVES, ELECTRICAL PANELS, CONDUIT AND WIRING.

PLUG ALL OPENINGS, FILL COMPLETE WITH FLOWABLE FILL TO 3 INCHES BELOW GRADE.

REMOVE CONCRETE PAD AROUND ENTRANCE TUBE, REMOVE ENTRANCE TUBE TO 3 INCHES BELOW GRADE, FILL TO GRADE.

1.

2.

3.

4.

5.

6.

1.

2.

3.

1'

CONTRACTOR SHALL USE SOUND ATTENUATED PUMPS FOR ALL BYPASS PUMPING.

CONSTRUCT TEMPORARY CONSTRUCTION FENCING

ALONG EASEMENT LINES

EXISTING ELECTRICAL

SERVICE, DISCONNECT,

PROVIDE NEW CONTROL

PANEL, DISCONNECT,

RELOCATE RTU TO LOCATION

SHOWN TO LEFT

25' UTILITY EASEMENT

CUT AND CAP

EXISTING

FORCE MAIN

10" DIP FM

4'

HB

EXISTING 8" PVC

TO BE REMOVED

WATER SERVICE

SEE DETAIL

BELOW LEFT

WATER METER

AUDIBLE ALARM

& ALARM LIGHT

ELEV. -7.20 (L)

24

MIN

.

3/4" x 11" ANCHOR BOLTS

TO EXTEND 7" INTO BASE

3"

#6-12" O.C.E.W.

18"

60°

ELEV. K

GROUT

2"

8"

12"

MIN

.

12

"

STAINLESS STEEL

BALL RACKS

DISCONNECT

SEALED PULL BOX

LIQUID LEVEL CONTROL

CABLE TO BE IN ONE

CONDUIT, PUMP POWER

CABLES TO BE IN

SEPARATE CONDUIT

POWER CABLE

2 PUMPS

2" DIA. SCH 40

STAINLESS STEEL

PUMP GUIDE RAILS

HEAVY

DUTY

STAINLESS

STEEL

LIFTING

CHAIN

PLAN VIEW

SECTION VIEW

#4-6"

O.C.E.W.

DD

CONST.

ELEV. AT

STATIONS

PUMPING

DIM D

DIM C

DIM B

11"

8"

30"

DIM A 12"

DIMENSIONS

DIM H

DIM G

DIM F 30"

5'-0" MIN.

4'-6"

DIM E

* PER PUMP MANUFACTURERS REQUIREMENT

EE

F

BIOVENT CAP

WITH CARTRIDGE

18"

A

4"

15" PVC

N.T.S.

WETWELL LINING - SEE SECTION 02605

OUTLINE OF ACCESS OPENING

NOTES:

3. VALVE BOX SHALL BE INSTALLED AND ADJUSTED

AT GRADE AND SHALL HAVE CONCRETE COLLAR

18" x 18" x 4" REBAR

1. 1 & 2 ARE CHECK VALVES WITH LEVER AND WEIGHT

4. MJ JOINTS ARE TO BE RESTRAINED WITH

GRIP RING OR MEG A LUG RESTRAINTS

PIPE SLEEVE WITH SS

LINK SEAL (TYP.)

SEE DETAIL LEFT

B

ELEV. J

8" INFLUENT PIPE

10'-0"

C

ELEV J

ELEV K

-3.03

-14.20

ELEV L-7.20

ELEV M7.67

PASSING PIPE

DIM. "A"PIPE SIZE

DIM

. "A

" S

EE

T

AB

LE

DIM. "B"

2.1875"4" 8"

PIPE

SLEEVE

NOT TO SCALE

DIM. "B"

SEE TABLE

2.1875"6" 10"

2-3/4"8" 12"

KOR-N-SEAL

OR EQUAL

12"

PRECAST MANHOLE WALL

FILL WITH GROUT

MANHOLE INVERT

STAINLESS STEEL

PIPE CLAMP

RESILIENT

CONNECTOR

PVC OR DIP

NOT TO SCALE

LAG PUMP ON ELEV. -8.20

LEAD PUMP ON ELEV. -9.45

PUMPS OFF ELEV. -11.95

DOUBLE STAINLESS

STEEL BAND

BUBBLER LEVEL

CONTROL SYSTEM

2. 3 & 4 ARE PLUG VALVES, INSTALL IN HORIZONTAL WITH

RUBBER

FLAPPER

8" TYPE 316 STAINLESS STEEL PIPE, SCH 80

PLUG TO CLOSE INTO FLOW, OPEN TO TOP

6. ALL METALS WITHIN WETWELL SHALL BE TYPE 316 STAINLESS STEEL.

3" SCH. 80

316 STAINLESS STEEL


REG - #20700

Scale:

Job No.

Date:

WCG

DEM

DGH

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

Draw

ing nam

e: J:\D

2511\C

ivil\D

WG

\B

id S

et\D

2511 sht 6 Lift S

tation D

etails.dw

g D

ec 17, 2013 - 2:30pm

gm

oore

ByNo. Date

2013C

D2511

12/17/2013

N.T.S.

4

3

2

1


8


Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

2-#4 BARS

8"

SCH. 80 PVC 3" FLOOR

DRAIN JOSAM 38353-92,

SLOPE OUTLET PIPE

1/2" PER FOOT

ELEV. M

12"

12"

MIN.

PRECAST CONCRETE FLOOR

WITH 6" x 6" WWM

3"

EXISTING

GRADE

ALUMINUM ACCESS HATCH W/LOCKSET

AND RECESSED HANDLE

PLAN VIEW

8" DUCTILE IRON ALL MJ JOINTS

MUST BE RESTRAINED

3" FLOOR DRAIN

G * *6"6"

12"

MIN.

8" WYE (RJ)

8"- 45° BEND (RJ)

H6"

6"

BIOVENT CAP

WITH CARTRIDGE

8" CHECK

VALVE

3

1

2 4

8" WYE (RJ)

RUBBER

FLAPPER

BLIND FLANGE

2' MIN

8" PLUG VALVE (TYP.)

HORIZONTAL

12"

MIN.

8" CHECK

VALVE (TYP.)

10" GATE VALVE

8"x6" REDUCER

ELEV. N

10"x8" REDUCER

2' MIN

ELEV N4.00

8" PVC

CABLE HOLDER

5. PUMPS SHALL BE FLYGT MODEL CP 3127.181 LT W/ 228

MM IMPELLER, 1735 RPM, 6" DISCHARGE, 230 VOLT, 3

PHASE, 10 HP MOTOR, CURVE NO. 63-442-00-3701 1100.

DESIGN POINT - 890 GPM AT 27.6 FT TDH.

PAY LIMIT FOR

LIFT STATION

7. WETWELL RISER JOINTS SHALL BE WRAPPED ON THE OUTSIDE WITH

ONE LAYER OF EZ-WRAP, CENTERED ON JOINT.

NEMA 4x 304 S.S. CONTROL PANEL PAINTED

WHITE. CONTRACTOR SHALL CONNECT

EXISTING SCADA SYSTEM TO NEW CONTROL

PANEL JUST PRIOR TO STARTUP.

ALUMINUM CONDUIT

ALL CABLES TO BE

INSTALLED TO

INCLUDE A SAG TO

ACT AS A DRIP EDGE

BUBBLER TUBE TO BE

FASTENED TO WALL WITH

316 S.S. CLAMPS AND BOLTS

3' M

IN

.

STAINLESS STEEL

PRESSURE GAUGE,

PET COCK VALVE,

AND PIPE

DIM T5 7/8"

ALUMINUM ACCESS HATCH W/LOCKSET

AND RECESSED HANDLE, LABELED

"PERMIT REQUIRED CONFINED SPACE"

T

C

L

PIT

12"

MIN.

BLIND FLANGE

10" GATE VALVE

(TYP.)

10"x8" REDUCER

12" MIN.

12" MIN.

XX

A

65

A

FRONT ELEVATION

PVC CAP

(TYP.)

12" MIN.

1" PVC WITH

GND WIRE

5/8" DIAMETER x 20' (TYP, 2)

COPPERWELD SEE PLAN VIEW FOR

ADDITIONAL REQUIREMENTS

MECH. BRONZE

GND ONNECTION

3" GALVANIZED STEEL POST

SCH. 40 (TYP.)

MTS

4" HOUSEKEEPING PAD

(TYP.)

FINISHED GRADE

3' MINIMUM, DEPTH AND

WIDTH AS REQUIRED TO

MEET WIND FLORIDA

BUILDING CODE WIND

LOAD REQUIREMENTS.

FUSED

DISC.

(NEMA

4X

STAINLESS

STEEL)

ALL MOUNTING HARDWARE SHALL BE OF

316 STAINLESS STEEL, UNLESS

OTHERWISE NOTED.

CONTRACTOR SHALL SUBMIT SIGNED AND

SEALED WIND LOAD CALCULATIONS FROM

A STRUCTURAL ENGINEER LICENSED IN

THE STATE OF FLORIDA. ELECTRICAL

EQUIPMENT SERVICE RACK TO BE

CERTIFIED PER FLORIDA BUILDING CODE.

ABOVE GRADE ALUMINUM CONDUIT TO BE

TRANSITIONED TO PVC SCHEDULE 80

BELOW GRADE FOR NON-SIGNAL

CONDUITS.

SINGLE POLE SWITCH & DUPLEX

RECEPTACLE IN CAST ALUM. FS

BOXES w/ CAST ALUM. W.P.

COVERS

PCPRTU

REAR ELEVATION

1 1/2" STAINLESS STEEL 316

CHANNEL W/ STAINLESS STEEL

BOLTS & PIPE CLAMPS (TYP.)

NEMA 4X 304 SS ATS OR MTS

UNDISTURBED

SOIL (TYP.)

CONCRETE 3000

PSI (TYP.)

2

3

1

N.T.S.

PUMPS

PUMP CONTROL PANELPCP

100A, 3P MTS

FUSED

DISCONNECT

FP& L POWER

SOURCE

METER

EXISTING

DISCONNECT

SINGLE THROW

100A, 3P / 100A

4 #2 IN 2" CONDUIT

LIGHTING

ARRESTOR

3 #2 & 1#6 GRD IN

2" AL CONDUIT + SPARE 2" CONDUIT

NEW

N.T.S.

BUBBLER

SYSTEM

RTU

6" MIN.

10" TEE

15" INFLUENT PIPE

BLOCK 25

10+00 11+00 12+00 13+00 14+00 15+00


REG - #20700

Scale:

Job No.

Date:

WCG

WCG

GCM

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

Draw

ing nam

e: J:\D

2511\C

ivil\D

WG

\B

id S

et\D

2511 sht 7-8 F

orce M

ain P

lan and P

rofile.dw

g D

ec 17, 2013 - 2:31pm

gm

oore

ByNo. Date

2013C

D2511

12/17/2013

1" = 20' H

4

3

2

1


8


Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

13+0012+0011+0010+00 14+00 15+00

1" = 2' V

N

EXISTING GRADE

EXISTING BCLEXISTING UT

EXISTING UE

170LF - DIRECTIONAL DRILL 170LF - DIRECTIONAL DRILL 166LF - DIRECTIONAL DRILL

EXISTING UE

EXISTING 8" WL

EXISTING 8" WL

DIRECTIONAL

DRILL

INSTALL FUSED END

MECHANICAL JOINT

ADAPTER, AND 10" - 45° BEND

INSTALL FUSED END

MECHANICAL JOINT


INSTALL FUSED END

MECHANICAL JOINT


INSTALL FUSED END

MECHANICAL JOINT


170LF - DIRECTIONAL DRILL 170LF - DIRECTIONAL DRILL 166LF - DIRECTIONAL DRILL

DIRECTIONAL

DRILL

POSSIBLE LOCATION

FOR HDD DRILL RIG

POSSIBLE LOCATION

FOR HDD DRILL RIG

POSSIBLE LOCATION

FOR HDD DRILL RIG

2" AIR RELEASE VALVE

PROPOSED 10" FPVC OR 12" HDPE FM





2" AIR RELEASE VALVE2" AIR RELEASE VALVE




PROPOSED 10" FPVC OR 12" HDPE FM PROPOSED 10" FPVC OR 12" HDPE FM

POSSIBLE LOCATION

FOR HDD DRILL RIG

ALL AIR RELEASE VALVE VAULTS

SHALL HAVE BOLLARDS INSTALLED

6" OFF THE SOUTHEAST AND

SOUTHWEST, CORNER AS SHOW BELOW.

ARV

VAULT

BOLLARD

6"

6"

BOLLARD

NOT TO SCALE

4' (TYP.)

10" GATE

VALVE

10" GATE VALVE

S

I

T

E

B

E

N

C

H

M

A

R

K

#

3

S

I

T

E

B

E

N

C

H

M

A

R

K

#

4

LOT 1

(

S

T

A

T

E

R

O

A

D

5

A

)

16+00

17+00

1

8

+

0

0

1

8

+

7

1

.

3

7


REG - #20700

Scale:

Job No.

Date:

WCG

WCG

GCM

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

Draw

ing nam

e: J:\D

2511\C

ivil\D

WG

\B

id S

et\D

2511 sht 7-8 F

orce M

ain P

lan and P

rofile.dw

g D

ec 17, 2013 - 2:31pm

gm

oore

ByNo. Date

2013C

D2511

12/17/2013

1" = 20' H

4

3

2

1


8


Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

19+0018+0017+0016+00

1" = 2' V

N


10" - 45° BEND

311LF - DIRECTIONAL DRILL

S

T

A

T

E

R

O

A

D

5

A

(

N

O

V

A

R

O

A

D

)

1

2

5

' R

IG

H

T

-

O

F

-

W

A

Y

REMOVE AND REPLACE

±20LF OF EXISTING CURB AND GUTTER

OPEN CUT AND RESTORE

EXISTING ROADWAY

EXISTING GRADE

INV. 3.27

INSTALL FUSED END

MECHANICAL JOINT


311LF - DIRECTIONAL DRILL

EXISTING 10" FM

EXISTING CONCRETE

BOX CULVERT

18" MIN. SEPARATION -

6' PROVIDED

MINIMUM DEPTH BELOW PAVEMENT -

16 FT±

EXISTING PAVEMENT

EXISTING 10" FM

ST

A. 18+

43

ST

A. 18+

71

PLUG AND GROUT

EXISTING FORCE MAIN

W.S.E. 1.6±

8/29/13

TOP OF PIPE EL. - 9.0

MAXIMUM

EXISTING 10" CAST IRON

FORCE MAIN TO BE GROUTED

AND PLACED OUT OF SERVICE

133LF

CUT AND CAP

EXISTING FORCE MAIN

CONSTRUCT 10" PVC FM

AT NEGATIVE GRADE

EXISTING DROP MANHOLE

TO BE LINED

PER SECTION 02605

CORE DRILL AND CONNECT TO EXISTING

MANHOLE W/ KOR-N-SEAL

CONNECTOR PROVIDE DROP CONNECTION PER

DETAIL S-12. UPPER INV. 3.27, LOWER INV. -0.16

APPROXIMATE CANAL BANK

WARNING SIGN SEE DETAIL, THIS SHEET

WARNING SIGN SEE DETAIL, THIS SHEET

NOT TO SCALE

P

O

S

T

E

D

S

P

E

E

D

L

IM

IT

-

5

0

M

P

H

NOTES

ALL CONSTRUCTION WITHIN FDOT RIGHT-OF WAY

SHALL CONFORM TO THE LATEST EDITIONS OF THE FDOT DESIGN

STANDARD INDICES, THE FDOT STANDARD SPECIFICATION FOR

ROAD AND BRIDGE CONSTRUCTIONS, AND THE FDOT UTILITY

ACCOMMODATIONS MANUAL.

WORK OUTSIDE THE SHOULDER OF NOVA ROAD SHALL CONFORM

TO FDOT INDEX 611 - SEE SHEET 11,

WORK REQUIRING CLOSURE OF SIDEWALKS SHALL CONFORM TO

FDOT INDEX 660 - SEE SHEET 11.

1.

2.

PROPOSED 10" FPVC OR 12" HDPE FM - UNCASED

MAXIMUM BACK REAM SIZE TO BE

16" FOR 10" FPVC OR 18" FOR 12" HDPE

1. ROD OR BOLT TEE WHERE APPLICABLE.

2. FOR CONSTRUCTION PURPOSES, THE PLANS SHALL DIMENSION THE

LOCATION OF ALL VALVES AND VALVE BOXES BY STATE PLANE

3. #12 INSULATED SOLID COPPER UF TRACER WIRE SHALL BE LAID

THE ENTIRE LENGTH OF THE REUSE PIPE. ALL CONNECTION ENDS

COORDINATES WITH STATION & OFFSETS FROM CL OF R/W.

(LAWSON 95313) OR EQUIVALENT.

4. ANY VALVE DEEPER THAN 36" SHALL HAVE AN EXTENSION BOLTED

ON THE VALVE. THE OPERATING NUT SHALL BE 12" BELOW

FINISHED GRADE.

SHALL USE LIQUID TAPE AND A DIRECT BURIED SPLICE KIT

AND UPPER GUIDE REQUIRED

FOR MORE THAN 3 FT. DEPTH.

ASSEMBLY, 2" SQ. WRENCH NUT,

ADJUSTABLE TRENCH ADAPTER

A VALVE BOX CENTERING DEVICE

(BOX-LOK OR EQUIVALENT),

5. WHERE PLUG VALVES ARE SPECIFIED THE CONCRETE COLLAR

SURROUNDING THE TOP OF THE VALVE BOX SHALL HAVE AN

ENGRAVED 2" x 6" BRASS NAME PLATE CLEARLY MARKED

"PLUG VALVE" IN 1" HIGH BLOCK PRINT LETTERS.

PRESSURE

MAIN

RESTRAINED JOINTS REQUIRED

AT ALL VALVE LOCATIONS

#12 UF SINGLE STRAND

INSULATED COPPER WIRE

#57 BEDDING STONE

6" DEPTH OF

(AWWA C-509 to 515)

RESILIENT SEAT GATE VALVE

AND ROUND LID

VALVE BOX COVER

ADJUSTABLE CAST IRON

CONC. COLLAR

18" DIA. BY 6" THICK

"SEWER" (PAINTED GREEN), ON TOP.

WITH CONCRETE COLLAR.

TO FINISHED GRADE & FLUSH

SET TOP OF VALVE BOX

#5 STEEL EACH WAY

ON 6" CENTERS.

(UNPAVED AREAS ONLY)

36

" M

IN

IM

UM

D

EP

TH

DEBRIS CAP

3' M

AX

.

RISER 6" PVC TYP.

IRON VALVE BOX

(USE WITH CAST

ONLY)

12" INTERVAL VERTICAL

FASTENER REQUIRED AT

01/08

S-5

KLH

NTS

JMP

06/10

2 NON-PENETRATING

PICKHOLES

RAISED 1 1/2" LETTERS

FLUSH WITH TOP OF COVER

LABELED SANITARY

USF 170 MANHOLE RING

30 1/4"

24 1/2"

USF TYPE E MANHOLE COVER

22 1/4"

23 3/4"

6"

1 1/4"

Revision Date:

File Name:

Scale:

Drawn By:

Checked By:

Drawing Date: 01/08

S-9

KLH

NTS

JMP

FY-09/10

2. CONCRETE COLLAR AROUND MANHOLE FRAME IS REQUIRED IN PAVED AREAS ONLY.

COLLAR AFTER THE ROAD BASE IS PLACED AND JUST PRIOR TO PLACEMENT OF ASPHALT

AREAS ARE TO BE ADJUSTED TO FINAL GRADE, SEALED AND SECURED IN PLACE WITH A CONCRETE

1. UNLESS DETAILED PLANS SHOW OTHERWISE, ALL MANHOLE RING AND COVER CASTINGS IN PAVED

WEARING SURFACE.

DOUBLE STRAP

STAINLESS STEEL

INSTALLED) W/

COUPLING (FACTORY

RUBBER BOOT MANHOLE

MANHOLE WALL

MANHOLE INVERT

PIPE

PRE-PRIMED

JOINT SURFACE

COMPLETED

JOINT WITH

SQUEEZE OUT

INSIDE WALL

(9" MINIMUM WIDTH)

OR EQUAL AT ALL JOINTS

INSTALL EZ-WRAP PLASTIC

JOINT SURFACES

PRE-MOLDED PLASTIC

JOINT SEALER WITH

PROTECTIVE WRAPPER

(REMOVED)

OUTSIDE WALL

PRE-PRIMED

1. ALL NEW CONNECTIONS TO EXISTING SANITARY SEWER MANHOLES

SHALL UTILIZE A CORING METHOD AND THE IN-FIELD INSTALLATION

OF A RUBBER BOOT INTO THE MANHOLE.

RAM-NECK

KOR-N-SEAL OR EQUAL

2. BOOTS SHALL BE SNAPPED IN PLACE AND WATER TIGHT.

MANHOLE BASE

INSIDE WALL

Revision Date:

File Name:

Scale:

Drawn By:

Checked By:

Drawing Date: 01/08

S-14

KLH

NTS

JMP

FY-06/10

Revision Date:

File Name:

Scale:

Drawn By:

Checked By:

Drawing Date: 01/08

S-13

KLH

NTS

JMP

FY-09/10

07/10

CONCRETE BASE

1. FLOW CHANNELS SHALL HAVE THE SAME SLOPES AS

2. NO STANDING WATER WILL BE ALLOWED.

SEE MANHOLE

CONNECTION

DETAILS (S-14)

TROWEL-FINISHED CONCRETE

BENCHING WITH 3/4" PER

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

S

L

O

P

E

FOOT SLOPE

3. F0RM BENCH IN MANHOLE FROM MID-LINE OF 8"

PIPE TO WALL OF MANHOLE, 3/4" PER FT.

0F SLOPE. FOR LARGER PIPE, CONSTRUCT FROM

INSIDE CROWN OF PIPE WITH 3/4" PER FT. OF SLOPE

TO WALL.

THE SEWERS THEY ARE CONNECTED TO. (EXCEPT THAT

AT CHANGES OF DIRECTION EXCEEDING 45°, THE DROP

SHALL BE 0.1' MINIMUM)

MANHOLE VERTICAL

WALL

Revision Date:

File Name:

Scale:

Drawn By:

Checked By:

Drawing Date: 03/10

S-6

KLH

NTS

JMP

FY-09/10

WALL REINFORCEMENT

PER ASTM C-478

4000 PSI @ 28 DAY

CONCRETE, TYPE II ACID &

TYPICAL BASE REINFORCEMENT SHALL

9" O.C. FOR GREATER DEPTHS.

DEPTHS UNDER 6 FT., NO.4 BARS @

BE NO.4 BARS @ 12" O.C. FOR

PRIOR TO PAVING OF ROADWAY

PLACED AROUND MANHOLE FRAME

4' MIN. INSIDE DIA.

PAVEMENT

BASE

12"

CONCRETE

RING

2'-0"

ADJUST TO FINISHED GRADE W/

1'-0"

L

C

BRICK AND

MORTAR BENCHES

MANHOLE

(MAX. 12")

#57 AGGREGATE

8" MIN. WALL THICKNESS

12" RING OF CONCRETE TO BE

C.I. FRAME AND COVER TO

MEET MUNICIPAL STANDARDS

TOP OF BASE

C

AND COVER

C.I. FRAME

L

8" MIN. BASE THICKNESS

RUBBER BOOT CONNECTION

BITUMASTIC COATING DFT

EXTERIOR: 8 MIL. DRY (1 COAT)

INTERIOR: 16 MIL. DRY (2 COATS)

SEWER BRICK AND MORTAR.

MIN 2'

AS REQUIRED

FROM TOP OF CONC TO

BASE FINISH GRADE.

1. ON TRANSITIONS BETWEEN LARGER DIAMETER AND SMALLER

SEWER COLLECTORS, INVERTS OF SEWERS SHALL BE MATCHED.

3. NON-PENETRATING PICK-HOLES IN ALL CONCRETE SECTIONS.

(SEE DETAIL S-9)

5. 0.1' - DROP ACROSS MANHOLE TYP. (MEASURED DIA. OF CONCRETE RING)

MIN.

6"

4' M

IN

.

6"

MIN.

SULFIDE RESISTANT CEMENT

NTS

CONTRACTOR MUST REMOVE TOP OF PIPE AND

2. LAST 60' OF F.M. 12" PIPING ENTERING SEWER MANHOLE SHALL

BE P.V.C. C-900 PLACED AT A NEGATIVE GRADE. 15" AND ABOVE

SHALL BE P.V.C. C-905.

SEE NOTE #2

PIPE SHALL EXTEND THROUGH MANHOLE.

7. ANY PIPE ENTERING MANHOLE MUST HAVE A RUBBER BOOT CONNECTION.

MIN 22

1

4

"

6. MANHOLES 8' DEEP OR GREATER SHALL HAVE A MIN. 4' HIGH WALL BASE.

4. DFT = DRY FILM THICKNESS

No. 57 AGGREGATE STONE SHALL BE USED IN WET CONDITIONS AND/OR WHERE UNSUITABLE

9. SUB-GRADE BENEATH MANHOLES SHALL BE UNDISTURBED GRANULAR UNSATURATED SOIL.

MATERIAL IS ENCOUNTERED.

8. MORTAR TO CONTAIN "HYDRATITE", OR APPROVED EQUAL, TO PREVENT SHRINKAGE.

FLOTATION BASED ON HISTORIC HIGH GROUND WATER TABLE ELEVATIONS AS DETERMINED USING

10. CONTRACTOR SHALL PROVIDE THICKER MANHOLE WALLS AND BASES AS REQUIRED TO PREVENT

ACCEPTED ENGINEERING PRACTICES AND/OR APPROVED BY UTILITIES DEPARTMENT.

ENGINEER PRIOR TO INSTALLATION.

11. SHOP DRAWINGS FOR ALL STRUCTURES SHALL BE SUBMITTED TO AND APPROVED BY THE DESIGN

12. NO BUG HOLES OR HONEYCOMB WILL BE ACCEPTED.

13. ENDS OF THE TOP AND BOTTOM SECTIONS OF THE MANHOLE SHALL FIT FLUSH TOGETHER.

INTERIOR: 15 MIL. DFT-3 COATS AT

OR EW-1 AQUAPOXY

EXTERIOR: 10 MIL. DFT-2 COATS AT

5 MIL. EA. (RED, GRAY, BLACK)

5 MIL. EA. (RED, BLACK)

Revision Date: 06/10

File Name:

Scale:

Drawn By:

Checked By:

Drawing Date: 01/08

S-10

KLH

NTS

JMP

FY-09/10

BREAKOUT TOP

FORMED CHANNEL

POURED IN PLACE

3000 PSI CONC. FOR

CONC. BENCH TO

COVER 80% OF

PIPE DIAM.

FLANGED FITTING

DROP CONNECTION M.H.

4" MIN.

VARIES

FLOW

FLOW

RECONSTRUCT INVERTS AS REQ'D.

ONLY

PRIOR TO PAVING OF ROADWAY.



FLANGED FITTING

GENERAL NOTES ON DETAIL S-10 APPLY.

UNDISTURBED FIRM SOIL BASE

SOIL TO BE COMPACTED

TO 98 % AASHTO.

FINISHED ELEVATION OF CONCRETE

RING TO BE ADJUSTED TO

ACCOMMODATE PROPOSED ASPHALT

THICKNESS AND CROSS SLOPE.

OF PIPE

NO PENETRATIONS OF THE

MANHOLE WALL WILL BE

ALLOWED WITHIN 4" OF THE

CONSTRUCTION JOINT BETWEEN

THE CONE AND MANHOLE BOTTOM

UNLESS PRIOR APPROVAL IS

RECEIVED FROM THE CODB UTILITIES

ENGINEERING DIVISION.

Revision Date:

File Name:

Scale:

Drawn By:

Checked By:

Drawing Date: 01/08

S-12

KLH

NTS

JMP

FY-09/10

INSTALL EZ-WRAP AT

JOINTS. SEE DETAIL

S-14.

NOT TO SCALE

PAINT GALV. MTL. STANCHION AS FOLLOWS:

THIRD COAT: EXTERIOR GLOSS ENAMEL 6-252 SERIES

SECOND COAT: EXTERIOR GLOSS ENAMEL 6-252 SERIES

FIRST COAT: GALVANIZED STEEL PRIMER 6-209

(PITTSBURGH PAINTS OR APPROVED EQUAL)

(COLOR TO BE SAFETY YELLOW)

4.

3.

2.

PRETREATMENT: VMP NAPTHA1.

FINISHED GRADE

CROWN

CROWN TOP

5" STANDARD STEEL PIPE

FILLED WITH CONCRETE

3000 P.S.I.

CONCRETE BASE

3000 P.S.I.

6"

8"

3'-0

"4

'-0

"

J:\D

25

11

\C

iv

il\D

WG

\D

es

ig

n\1

1 S

ta

nd

ard

D

eta

ils

.d

wg

N

ov

em

be

r 2

5, 2

01

3


REG - #20700

Scale:

Job No.

Date:

WCG

DEM

DGH

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

ByNo. Date

2013C

D2512

12/17/2013

N.T.S.

4

3

2

1


8

1117 E.Robinson, St. Orlando, FL 32801

Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

Revision Date:

File Name:

Scale:

Drawn By:

Checked By:

Drawing Date: 01/08

S-15

KLH

NTS

JMP

FY: 09/10

07/10

8. THE CONTRACTOR SHALL, UNLESS OTHERWISE NOTED, RESTORE ALL

STRIPING, PAVEMENT MARKINGS, DELINEATORS, SIGNAGE AND TRAFFIC SIGNAL

SYSTEM COMPONENTS DISTURBED DURING CONSTRUCTION ACTIVITIES. COST

OF ALL WORK AND MATERIALS WILL BE CONSIDERED INCIDENTAL TO PATCH

MATERIAL ITEMS.

2.

WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY.

7.

8.

9.

3.

6.

4.

5.

FINISHED GRADE

UNDISTURBED EARTH

COMMON

SELECT

(SEE NOTE 8 & 9)

PIPE BEDDING

NOTES:

1.

BEDDING ROCK

SELECT COMMON

FILL

COMMON FILL

12" (TYP.)

FILL

SEE NOTE 4

PIPE O.D.

UNIMPROVED AREAS

DETAIL FOR OTHER

RESTORATION.)

BEDDING AND TRENCHING

(3" MIN.) (SEE TYPE B

CROWN TRENCH IN

TRENCH WIDTH VARIES

W/ SIZE OF PIPE

PIP

E B

ED

DIN

G

(S

EE

N

OT

E 1

)(S

EE

N

OT

E 2

)

12

" L

IF

TS

M

AX

IM

UM

TR

EN

CH

B

AC

KF

IL

L

N.T.S.

PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

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

REFER TO SECTION 02320 FOR SHEETING AND BRACING IN EXCAVATIONS.

GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE

4" MINIMUM FOR PIPE DIAMETER LESS THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER.

DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE

PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH

SUITABLE FOUNDATION.

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

2.

WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.

8.

7.

3.

6.

5.

4.

CROWN TRENCH IN

UNIMPROVED AREAS

12" (TYP.)

(SEE NOTE 3)

UNDISTURBED

NOTES:

1.

COMMON FILL

COMMON

SELECT

FILL

PIPE O.D.

SEE NOTE 4

TRENCH WIDTH VARIES

FINISHED GRADE

W/ SIZE OF PIPE

(SEE NOTE 8)

(3" MIN.)

PIP

E B

ED

DIN

G

(S

EE

N

OT

E 1

)(S

EE

N

OT

E 2

)

TR

EN

CH

B

AC

KF

IL

L

12

" L

IF

TS

M

AX

IM

UM

N.T.S.

FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS

OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN THE CITY RIGHT-OF-WAY SHALL COMPLY

WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS AND ROAD CONSTRUCTION

SPECIFICATIONS.

REFER TO SECTION 02320 FOR SHEETING AND BRACING IN EXCAVATIONS.

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

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

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 CITY.

TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180.

FITTING TYPE 4 6 8 10 12 14 16 18 20 24

VERT. UP OR HORIZ

11-1/4 BEND 2 3 4 5 6 6 7 8 9 10

22-1/2 BEND 5 6 8 10 12 13 15 16 17 20

45 BEND 10 13 17 21 24 27 30 33 36 41

90 BEND 23 32 42 50 58 66 73 80 87 100

VERTICAL DOWN

11-1/4 BEND 6 8 10 12 14 16 18 20 22 25

22-1/2 BEND 11 16 20 24 28 32 36 40 43 50

45 BEND 23 33 42 51 59 67 75 83 91 105

90 BEND 56 79 102 122 143 163 182 201 219 253

BRANCH OF TEE 20 41 63 83 103 129 141 159 177 210

DEAD END 56 79 102 122 143 163 182 201 219 253

REDUCERS

SIZE 6X4 8X4 8X6 10X6 10X8 12X6 12X8 12X10 14X6 14X8

RESTR.LENGTH 41 74 43 76 41 106 77 42 133 108

SIZE 16X6 16X8 16X12 18X8 18X12 18X16 20X12 20X16 24X12 24X16

REST.LENGTH 159 137 79 163 111 41 141 78 194 142

1. INCREASE RESTRAINED LENGTH WHEN TEST PRESSURES EXCEED 150 PSI

2. RESTRAINED LENGTH BASED ON USING DUCTILE IRON FITTINGS.

3. RESTRAINED LENGTHS SHOWN ARE BASED ON THREE (3) FEET OF COVER, LAYING CONDITON 3.

4. RESTRAINED LENGTH BASED ON SAND-SILT SOILS, INT. FRICTION ANGLE = 30, DENSITY = 90 PCF

PIPE TO SOIL FRICTION RATIO OF 0.6 (PVC), 0.75 (DI), PIPE TO SOIL COHESION RATIO OF 0 (PVC AND DI)

ADJUST RESTRAINED LENGTHS FOR DIFFERENT SOIL TYPES.

5. INCREASE DIP RESTRAINED LENGTH WHEN USING POLYETHYLENE ENCASEMENT.

6. TEE RESTRAINT IS BASED ON A MAXIMUM DISTANCE BETWEEN FIRST JOINTS OF 20 FEET.

SHOULD THIS DISTANCE DECREASE, INCREASE THE RESTRAINED LENGTH.

SHOULD THIS DISTANCE INCREASE, DECREASE THE RESTRAINED LENGTH.

7. TEE RESTRAINT SHOWN IS FOR NON-REDUCING TEES. FOR REDUCING TEES, THE RESTRAINED

LENGTH OF THE BRANCH SHALL BE EITHER THE LENGTH BASED ON THE DIAMETER OF THE RUN

OF THE TEE OR THE LENGTH REQUIRED FOR A REDUCER FITTING, WHICHEVER IS GREATER.

8. ALL PROPOSED REVISIONS TO THE ABOVE SHALL BE APPROVED BY THE ENGINEER.

9. THE SAFETY FACTOR UTILIZED FOR THE ABOVE TABLE IS 1.5.

PIPE SIZE - INCHES

PIPE RESTRAINT FOR PVC PIPE (C-900/C-905 DR 18)

MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING

NOTES:

CONTRACTOR TO COMPLY WITH THE RESTRAINED

JOINT REQUIREMENTS IN THE CITY OF DAYTONA BEACH

STANDARD DETAILS

NOTES:

LEAN PROTLAND CEMENT GROUT

SMOOTH AND FAIR WITH

BENCHING SHALL BE FORMED

EXISTING PIPE - 8" PVC

MIN.

OVER EXISTING PIPE

BASE SECTION PLACED

PRECAST CONCRETE

8"

RE

QU

IR

ED

6'

2.

1.

GROUTED AND RUBBED SMOOTH.

ONE THIRD OF THE PIPE SHALL BE CUT AWAY AND FLOW CHANNEL

AFTER MANHOLE IS COMPLETED, INSPECTED AND APPROVED, THE TOP

NON-SHRINK PLASTIC GROUT.

ALL OPENINGS SHALL BE SEALED, WATERTIGHT WITH A WATERPROOF

NOTES:

OR CRUSHED STONE

COMPACTED GRAVEL

No.5 @ 9" OCEW

GRADE RINGS

PRECAST CONCRETE

CONCENTRIC OR ECCENTRIC

CONE AS REQUIRED

OPENING SHALL PROVIDE

MINIMUM 2" CLEARANCE

AROUND EXISTING MAIN

FILL VOID WITH NON-

SHRINK PLASTIC GROUT

6"

4' M

IN

.R

IS

ER

A

S2' O

R 3'

5'

30" CLR.

8"

6" MIN.

18" MAX.

2" OR 3"

6"

6"

N.T.S.

CUT AND REMOVE EXISTING 8" PVC SQUARE

WITHIN MANHOLE. PLUG SOUTH INVERT AFTER

NEW LIFT STATION IS CLEARED FOR SERVICE.

N. INV. -2.93

NEW SE INV. -3.03

AND GRAVITY SANITARY SEWER MAY BE REDUCED TO 3 FEET IF THE

SEWERS, WASTEWATER FORCE MAINS, AND ALL OTHER TYPES OF

B. AT LEAST 6' FROM ALL JOINTS IN GRAVITY OR PRESSURE SANITARY

A. AT LEAST 3' FROM ALL JOINTS IN VACUUM SANITARY SEWERS,

THE SEPARATION OF PIPELINE JOINTS. ALTERNATIVELY, WATER MAIN

CENTERED ABOVE OR BELOW THE OTHER UTILITY PIPELINE MAXIMIZING

5. AT UTILITY CROSSINGS ONE FULL LENGTH OF WATER MAIN SHALL BE

BOTTOM OF THE WATER MAIN IS LOCATED AT LEAST 6 INCHES ABOVE

JOINTS MUST BE:

RECLAIMED WATER.

THE TOP OF THE GRAVITY SEWER.

BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR

**4. THE MINIMUM HORIZONTAL SEPARATION BETWEEN POTABLE WATER

3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE

RAW SEWAGE AND SEPARATION LISTED FOR SANITARY SEWER SHALL

F.A.C. 62-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED

UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY

*2. FOR THE PURPOSE OF THIS TABLE RECLAIMED WATER SHALL MEAN

CODE (F.A.C.). THESE SEPARATION REQUIREMENTS SHALL APPLY

AS DESCRIBED IN F.D.E.P. RULES PER THE FLORIDA ADMINISTRATION

1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS

OF PIPE.

APPLY.

PROPOSED UTILITY LINES.

SANITARY SEWER

FORCE MAIN

SANITARY SEWER

GRAVITY MAIN

POTABLE

WATER

WATER

RECLAIMED

UTILITY

PROPOSED

HORIZONTAL

POTABLE WATER

VERTICAL

TOUCHING ANY PART OF A SANITARY OR STORM WATER MANHOLE

OR STRUCTURE.

6. NO WATER PIPE SHALL PASS THROUGH OR BE CONSTRUCTED

HORIZONTAL

RECLAIMED WATER*

VERTICAL VERTICALHORIZONTAL

FORCE MAIN

SANITARY SEWER

VERTICALHORIZONTAL

GRAVITY MAIN

SANITARY SEWER

VERTICAL

STORM SEWER

HORIZONTAL

7. ANY MITIGATION TO THE PROPOSED OR EXISTING UTILITIES SHALL

BE APPROVED BY FDEP PRIOR TO CONSTRUCTION.

BREAKOUT TOP

FORMED CHANNEL

POURED IN PLACE

3000 PSI CONC. FOR

CONC. BENCH TO

COVER 80% OF

PIPE DIAM.

FLANGED FITTING

DROP CONNECTION M.H.

4" MIN.

VARIES

FLOW

FLOW

RECONSTRUCT INVERTS AS REQ'D.

ONLY

PRIOR TO PAVING OF ROADWAY.



FLANGED FITTING

GENERAL NOTES ON DETAIL S-10 APPLY.

UNDISTURBED FIRM SOIL BASE

SOIL TO BE COMPACTED

TO 98 % AASHTO.

FINISHED ELEVATION OF CONCRETE

RING TO BE ADJUSTED TO

ACCOMMODATE PROPOSED ASPHALT

THICKNESS AND CROSS SLOPE.

OF PIPE

NO PENETRATIONS OF THE

MANHOLE WALL WILL BE

ALLOWED WITHIN 4" OF THE

CONSTRUCTION JOINT BETWEEN

THE CONE AND MANHOLE BOTTOM

UNLESS PRIOR APPROVAL IS

RECEIVED FROM THE CODB UTILITIES

ENGINEERING DIVISION.

Revision Date:

File Name:

Scale:

Drawn By:

Checked By:

Drawing Date: 01/08

S-12

KLH

NTS

JMP

FY: 09/10

J:\D

25

11

\C

iv

il\D

WG

\D

es

ig

n\1

1 S

ta

nd

ard

D

eta

ils

.d

wg

N

ov

em

be

r 2

5, 2

01

3


REG - #20700

Scale:

Job No.

Date:

WCG

DEM

DGH

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

ByNo. Date

2013C

D2512

12/17/2013

N.T.S.

4

3

2

1


8


Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

J:\D

25

11

\C

iv

il\D

WG

\D

es

ig

n\1

1 S

ta

nd

ard

D

eta

ils

.d

wg

N

ov

em

be

r 2

5, 2

01

3


REG - #20700

Scale:

Job No.

Date:

WCG

DEM

DGH/GCM

WCG

Checked by:

Approved by:

Designed by:

Drawn by:

7

6

5

Sheet No.

ByNo. Date

2013C

D2512

12/17/2013

N.T.S.

4

3

2

1


8


Ph: 407.425.0452

CPH, Inc.



Licenses:



Plans Prepared By:

Offices In:

Florida

Puerto Rico

Connecticut

Maryland

Texas

11-22-13 Revised Per FDOT Comments WCG

the city of daytona beachpurchasing.codb.us/documents/itb 0314-1610 lift station 9 plans.pdf · the...

Documents