C1989_Combined_Details_1_-_61.pdf

SEE NOTE 2

2" MIN. ASPHALTIC CONCRETE

NOTES:

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

DENSITY AS PER AASHTO T-180.

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

PER AASHTO T-180.

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 CITY.

4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24" AND 24" FOR PIPE DIAMETER 24" AND

LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE.

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.

7. REFER TO SECTION 6.05 OF THE UTILITY STANDARDS MANUAL FOR SHEETING AND

BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY

ACT.

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

APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION

WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY

UTILIZATION REGULATIONS.

SELECT

COMMON

FILL

UNDISTURBED

EARTH (SEE

NOTE 3)

SQUARE CUT EDGE

OF EXISTING

PAVEMENT (TYP)

FINISHED GRADE

CROWN TRENCH IN

UNPAVED AREAS. (3" MIN.)

(SEE NOTE 8 FOR

OTHER RESTORATION)

TRENCH WIDTH VARIES

W/ SIZE OF PIPE

ANGLE MAY VARY

SEE NOTE 4

PIPE O.D.

12" (TYP)

L

I F

T S

M

A X

I M

U M

S

E

N

O T

E

S

T

E

P I P

E

B

E D

D I N

G T

R E

N C

H

B

A C

K F

I L

L

GENERAL

DETAIL NO.

TYPE "B" BEDDING AND OPEN-CUT

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FIG. 1

DATE: 3/2019

NOTES:

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

AS PER AASHTO T-180.

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

PER AASHTO T-180.

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

4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX. FOR PIPE DIAMETER 24" AND

LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE.

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.

7. REFER TO SECTION 6.05 OF THE UTILITY STANDARDS MANUAL FOR SHEETING AND

BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY

ACT.

8. 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.

9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING

ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF

UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION.

SQUARE CUT EDGE

OF EXISTING

PAVEMENT (TYP.)

FINISHED GRADE

SEE NOTE 2

12" (TYP)

PIPE BEDDING

(SEE NOTE 8 & 9)

UNDISTURBED

EARTH

BEDDING ROCK

SELECT

COMMON

FILL

PIPE O.D.

SEE NOTE 4

ANGLE MAY VARY

2" MIN. ASPHALTIC CONC.

CROWN TRENCH IN

UNPAVED AREAS. (3" MIN.)

(SEE NOTE 8 FOR OTHER

RESTORATION)

TRENCH WIDTH VARIES

W/ SIZE OF PIPE

L I F

X

I M

U M

T R

E N

C H

B

C

K F

I L L

S

T

E

P I P

E

B

E D

D I N

G

S

T

E

TYPE "A" BEDDING AND OPEN-CUT

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

DETAIL NO.

FIG. 2

1. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24",

AND 24" MAX. FOR PIPE DIAMETER 24" AND

OVER. FOR CONCRETE ARCH, THE MIN. WIDTH

SHALL BE EQUAL TO OUTSIDE DIAMETER OF

PIPE.

2. "D" REFERS TO THE DIAMETER OF THE PIPE.

3. "T" REFERS TO THE THICKNESS OF THE PIPE.

4. THE NEED FOR CONCRETE ARCH HALF

ENCASEMENT OR FULL ENCASEMENT TO BE

DETERMINED IN THE FIELD AS DIRECTED BY

THE CITY.

5. REFER TO SECTION 6.05 OF THE UTILITY

STANDARDS MANUAL FOR SHEETING AND

BRACING EXCAVATIONS.

6. ENDS OF ENCASEMENT SHALL BE FORMED, AND

LOCATIONS SHALL BE INDICATED ON RECORD

DRAWINGS.

7. CONCRETE FOR ENCASEMENT SHALL BE fc OF

3000 PSI AT 25 DAYS.

FULL ENCASEMENTCONCRETE ARCH

CONCRETE CRADLE

UNDISTURBED

EARTH

SEE NOTE 1 (TYP.)

3000 P.S.I

CONCRETE

BEDDING

ROCK

4" MIN.

"D"

SHEETING

M I N

M I N

UNDISTURBED

EARTH

3000 P.S.I.

CONCRETE

SIDES CAN

BE FORMED

SEE NOTE 1 (TYP.)

UNSHEETED TRENCH

SHEETED TRENCH

10" MIN.

"D" 6"

MIN.

SHEETED TRENCH

UNSHEETED TRENCH

SHEETING

"D"/4

"D"/2

"T"

6" MIN.

UNDISTURBED

EARTH

3000 PSI

CONCRETE

SIDES CAN

BE FORMED

SEE NOTE 1 (TYP.)

"D" 6"

MIN.

10" MIN.

6"

FILE NAME:

CONCRETE ARCH AND ENCASEMENT

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 3

GENERAL NOTES:

1. THE TABLE REPRESENTS THE MINIMUM SEPARATION

REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE

FLORIDA ADMINISTRATION CODE (F.A.C. RULE 62-555.314).

THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN

NEWLY PROPOSED UTILITY LINES AND EXISTING OR

PROPOSED UTILITY LINES.

2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER

SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER

AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED

WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS

LISTED FOR SANITARY SEWER SHALL APPLY.

3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO

OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED.

CRITERION PRODUCING GREATER CLEARANCE SHALL BE

USED.

4. NO WATER PIPE SHALL PASS THROUGH OR COME IN

CONTACT WITH ANY PART OF A SANITARY OR STORM WATER

MANHOLE OR STRUCTURE.

5. A MINIMUM HORIZONTAL SEPARATION DISTANCE OF 10 FEET

BETWEEN WATER MAINS AND GRAVITY SEWERS OR FORCE

MAINS IS PREFERRED.

6. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN

WATER MAINS AND GRAVITY SEWER MAY BE REDUCED TO 3

FEET IF THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6

INCHES ABOVE THE TOP OF THE SEWER.

7. FOR WATER MAINS CROSSING GRAVITY SEWER OR STORM

SEWERS, THE VERTICAL SEPARATION MAY BE REDUCED TO 6

INCHES IF THE WATER MAIN IS AT LEAST 6 INCHES ABOVE

THE GRAVITY OR STORM SEWER.

8. AT CROSSINGS OF WATER MAINS AND OTHER GRAVITY OR

PRESSURE MAINS, THE ONE FULL LENGTH OF WATER MAIN

SHALL BE INSTALLED ON THE CROSSING. WATER MAIN

SHOULD ALWAYS BE LAID ON TOP IN VERTICAL CROSSINGS.

9. ALTERNATIVELY, AT SUCH CROSSING, THE PIPES SHALL BE

ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST

3 FEET FROM ALL JOINTS IN STORM SEWERS, OR PIPELINES

CONVEYING RECLAIMED WATER AND AT LEAST 6 FEET FROM

ALL JOINTS IN GRAVITY OR PRESSURE - TYPE SANITARY OR

WASTEWATER FORCE MAINS.

10. WHERE ALLOWED BY THE F.D.E.P. PERMIT. ACCEPTABLE

ALTERNATIVE CONSTRUCTION FEATURES MAY INCLUDE

THE FOLLOWING:

A. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID

LESS THAN THE REQUIRED MINIMUM HORIZONTAL

DISTANCE FROM ANOTHER PIPELINE AND WHERE AN

UNDERGROUND WATER MAIN IS CROSSING ANOTHER

PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING

LOCATED LESS THAN THE REQUIRED MINIMUM

DISTANCE FROM JOINTS IN THE OTHER PIPELINE.

1. USE OF PRESSURE PIPE CONFORMING TO AMERICAN

WATER WORKS ASSOCIATION STANDARDS FOR THE

OTHER PIPELINE IF IT IS A GRAVITY OR VACUUM TYPE

PIPELINE;

2. USE OF WELDED, FUSED, OR OTHERWISE

RESTRAINED JOINTS FOR EITHER THE WATER MAIN

OR THE OTHER PIPELINE; OR

B. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID

LESS THAN 3 FEET HORIZONTALLY FROM ANOTHER

PIPELINE AND WHERE AN UNDERGROUND WATER MAIN

IS CROSSING ANOTHER PIPELINE AND IS BEING LAID

LESS THAN THE REQUIRED MINIMUM VERTICAL

DISTANCE FROM THE OTHER PIPELINE;

1. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT

STRENGTH (i.e. HAVING AN IMPACT STRENGTH AT

LEAST EQUAL TO THAT OF 0.25 INCH THICK DUCTILE

IRON PIPE) OR CONCRETE ENCASEMENT AT LEAST 4

INCHES THICK FOR WATER MAIN OR THE OTHER

PIPELINE IF IT IS NEW AND IS CONVEYING

WASTEWATER OR RECLAIMED WATER.

HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS

PROPOSED

UTILITY

POTABLE

WATER

RECLAIMED*

WATER

SANITARY

SEWER

STORM

SEWER

POTABLE WATER RECLAIMED WATER*

SANITARY SEWER

(GRAVITY & F.M.)

STORM SEWER

ACCEPTABLE

VARIANCES

SEE GENERAL

NOTES:

NO. 5, 6, 7

AND NO. 9

VERT.HORIZ.VERT.HORIZ.VERT.HORIZ.VERT.HORIZ.

3'

10'

3' 12"

12"

12"

3'

3'

3'

12"

12"

3' 12'

12"

3'

12" 10' 12" 10' 12"

FILE NAME:

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 4

HORIZONTAL & VERTICAL

SEPARATION REQUIREMENTS

( FULL LENGTH )

EXIST P.V.C.

RESTRAINED JOINT (TYP.)

12"

(4 REQUIRED)

PROP. STORMWATER

45 D.I.P. OR P.V.C. BENDS

M I N

VARIES

TRANSITION GASKET

SOLID SLEEVE WITH

FINISHED GRADE

NOTES:

( FULL LENGTH )

EXIST P.V.C.

12"

M

I N

C

O V

E R

OR SANITARY SEWER

RESTRAINED AS REQUIRED

BY MANUFACTURER.

MAIN

CONCRETE ENCASEMENT OF SANITARY SEWER IS AN ALTERNATIVE METHOD

OF ADDRESSING A CONFLICT WHEN UNABLE TO MAINTAIN 18" VERTICAL

SEPARATION DISTANCE. IN SUCH INSTANCES, THE MINIMUM PIPE VERTICAL

SEPARATION SHALL BE 12".

1. LOWERING OF EXISTING WATER MAIN & FORCE MAIN BY DEFLECTION METHOD ACCEPTABLE

IF EXISTING FIELD CONDITIONS PERMIT.

2. LENGTH OF SECTION BASED ON MINIMUM LENGTH AS DETERMINED BY DIPRA RESTRAINED

JOINT MANUAL.

3. INSTALL RESTRAINED JOINTS, AS REQUIRED, FROM DEFLECTION POINT IN BOTH DIRECTIONS.

FILE NAME:

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 5

STORM DRAINAGE PIPE OR

SANITARY SEWER MAIN CONFLICT

6" 8" 24"16"

PIPE SIZE

10" 12" 18" 30" 4"

RESTRAINED PIPE TABLE

WATER, RECLAIMED WATER MAINS & WASTEWATER FORCE MAINS

NOTES:

1. FITTINGS SHALL HAVE RESTRAINED JOINTS UNLESS OTHERWISE INDICATED.

2. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH EQUAL TO OR GREATER THAN

LENGTH SHOWN IN THE TABLE.

3. WHERE TWO OR MORE FITTINGS ARE IN SERIES, SELECT FITTING RESTRAINT LENGTH THAT

YIELDS THE LONGEST RESTRAINT DISTANCE.

4. ALL INLINE VALVES SHALL BE RESTRAINED.

5. LENGTHS SHOWN IN THE TABLE WERE CALCULATED IN ACCORDANCE WITH

PROCEDURES OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE"

GUIDELINES PUBLISHED BY DIPRA, USING THE ASSUMPTIONS SHOWN BELOW:

WORKING PRESSURE: 100 PSI - WATER AND RECLAIMED WATER MAINS

TEST PRESSURE: 150 PSI (WATER, RECLAIMED, WASTEWATER PIPES)

SOIL DESIGNATION: SP (SAND / SILT)

LAYING CONDITIONS: 2

FACTOR OF SAFETY: 1:5

6. FOR PIPE ENCASED IN POLYETHYLENE, INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5

7. THE DESIGN ENGINEER SHALL INCREASE THE VALUES IN THE TABLE AS WARRANTED

BY SITE-SPECIFIC SOIL DESIGNATIONS, LAYING CONDITIONS, PIPE MATERIAL, ETC.

90° BEND

45° BEND

22-1/2° BEND

11-1/4° BEND

PLUG OR

BRANCH OF TEE

VALVE OR PLUG

REDUCER VARIES BY SIZE; TO BE DETERMINED BY THE DESIGN ENGINEER.

29 38 916645 52 73 107

12 16 382819 22 30 45

6 8 19149 11 15 22

3 4 975 6 8 11

39 57 17612073 89 134 214

61 80 20014396 112 157 238

FILE NAME:

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 6

RESTRAINED PIPE TABLE

POTABLE AND RECLAIMED WATER MAINS

AND WASTEWATER FORCE MAINS

ENCASE TIE RODS IN

1-1/2" PVC SLEEVE

UNDISTURBED

EARTH

#4 BARS

4" x 4" x 1/2"

HOT DIPPED GALVANIZED

OR STAINLESS STEEL

BEARING PLATE (TYP.)

MECHANICAL JOINTS

TIE RODS INCLUDING

NUTS AND WASHERS

(SEE SCHEDULE BELOW)

C (6" MIN.)

SEE TRENCH DETAILS

FOR PIPE BEDDING

REQUIREMENTS

3" COVER

D (4'-0" MIN.)

#4 BARS ALL AROUND

(MIN. 2" CLEARANCE

AROUND PIPE.)

6" MIN. (TYP.)

18" MIN.

NOTES:

1. ADDITIONAL REINFORCEMENTS SHALL BE AS

SPECIFIED BY THE ENGINEER.

2. MINIMUM COMPRESSIVE STRENGTH FOR

CONCRETE SHALL BE 3000 P.S.I.

3. BEDDING, BACKFILL, AND COMPACTION SHALL

BE AS SPECIFIED ELSEWHERE IN THE

STANDARD DRAWINGS.

4. ALL FORM BOARDS SHALL BE REMOVED PRIOR

TO BACKFILL.

5. NO ALLOWANCE SHALL BE MADE FOR FRICTION

BETWEEN THE PIPE WALL AND THE THRUST

COLLAR.

6. DESIGN PRESSURE: 150 P.S.I.

7. REQUIRED FOR LINE STOPS.

* USE ONLY WHEN APPROVED IN WRITING BY CITY.

NOTE: THRUST COLLAR AREAS TO BE COMPUTED ON BASIS OF

2000 LBS/SF SOIL RESTRAINT BEARING.

SCHEDULE OF DIMENSIONS AND MATERIALS *

PIPE

SIZE

(INCHES)

DIMENSIONS TIE RODS REQ'D

9.0

8.0

6.0

5.0

3.5

2.5

2.0

A B C D DIA. NO.

83/4

3/4

3/4

3/4

3/4

3/4

3/41.02.0

2.5 1.0

1.03.0

3.0

4.0

5.0

6.0 1.5

1.5

1.5

1.0

TRENCH

LIMITS

FILE NAME:

WATER MAIN THRUST COLLAR

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 7

1. CASING SHALL EXTEND A MINIMUM OF TEN FEET BEYOND THE EDGE OF

PAVEMENT OR MEET FDOT REQUIREMENTS, WHICHEVER IS GREATER. WHERE

PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND

SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE.

THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES.

2. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL

REQUIREMENTS OF THE "FDOT UTILITY ACCOMMODATION GUIDE" SHALL BE

MET. WHEN CONSTRUCTION IS WITHIN COUNTY JURISDICTION MUST FOLLOW

COUNTY REQUIREMENTS.

3. DISTANCE BETWEEN SPACERS TO BE PER MANUFACTURER'S SPECIFICATIONS,

OR MAX OF 6.5', WHICHEVER IS MORE STRINGENT.

4. USE OF FLOWABLE FILL IN THE ANNULAR SPACE BETWEEN THE CASING AND

CARRIER PIPE IS PROHIBITED.

5. PIPE IN CASING SHALL HAVE A MECHANICAL BELL RESTRAINT HARNESS WHERE

RODS ARE DOUBLE NUTTED TO PRECLUDE OVERBELLING THE JOINT DURING

PUSHING CARRIER PIPE CASING.

6. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF CASING INSTALLATION

TO ENGINEER FOR REVIEW PRIOR TO INSTALLATION.

7. SEAL BOTH ENDS OF CASING WITH 12" BRICK AND NON-SHRINK GROUT

(MINIMUM)

8. ROTATION OF CARRIER PIPE INSIDE THE CASING WILL NOT BE PERMITTED.

2" OR 3" MIN.

CLEARANCE

SEE NOTES

SEE NOTE 5

FOR THESE

SKIDS

D1= DIA. OF

CARRIER PIPE

CARRIER PIPE NOM. DIA. (D1)

CASING PIPE NOM. DIA. (D2)

WALL THICKNESS-INCHES

CARRIER PIPE AND CASING PIPE SIZES (MIN.)

PER AUTHORITY HAVING JURISDICTION

18 22

14 16

54 60

36 48

30 36

ANNULAR SPACE MAY

REMAIN EMPTY, SEAL

BOTH ENDS WITH 12"

THICK CLASS "C"

CONCRETE PLUGS

D2 DIA. OF CASING

D1

PIPE SEE NOTE 4

STEEL CASING

PIPE, WELDED

ANSI STD. A-21.51

BELL OF CARRIER PIPE

POLYETHYLENE CASING

SPACERS) OR

STAINLESS STEEL SPACERS

W/POLY RUNNERS OR APPROVED EQUAL.

FILE NAME:

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 8

BORING AND JACKING

AND

CONDUIT CROSSING

1. BRONZE IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES AS

REQUIRED BY CITY.

2. EXACT SHAPE AND SIZE OF BRONZE DISC SHALL BE A MINIMUM OF 3" IN

DIAMETER AND

" THICK WITH A 2" ANCHOR.

3. CONCRETE FOR COLLAR SHALL BE FC OF 2,500 PSI MINIMUM @ 28 DAYS.

4. VALVE BOX TOP AND COLLAR SHALL BE EVEN WITH SOD, WITH GRADING

TRANSITIONED OVER 5'.

5. VALVE BOX COLLAR SHALL INCLUDE 2" PVC PIPE FOR LOCATE WIRE AND 2" FLAT

BRASS CAP.

SZ: SIZE OF THE MAIN.

TYPE: TYPE OF VALVE

SERVICE: WATER, RECLAIMED OR SANITARY

DIR. & TR.: DIRECTION TO OPEN AND # OF TURNS

Sz

Type

Service

Dir. & Tr.

BRONZE DISC

ANCHORS (TO

BE APPROVED

BY CITY)

3" DIA. BRONZE 2"

THICK DISC ANCHORED

IN CONC. PAD-STAMP

AS REQUIRED

#4 REBARS

ALL AROUND

24" x 24" x 6" THICK

CONC. PAD (FLUSH

WITH FINISHED GRADE)

3" DIA. BRONZE DISC

ANCHORED IN CONC.

PAD STAMP AS REQ'D.

SIZE OF VALVE

TYPE OF VALVE

SERVICE

DIRECTION & NO.

TURNS TO OPEN

APPLICABLE VALVE

BOX AND COVER

(SEE FIG. 14)

3000 P.S.I.

CONC. MIN.

2"

MIN.

12"

2-1/2"

FLOW

VALVE BOX

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 9

NOTE:

PRESSURE

MAIN

AND ROUND LID

AND UPPER GUIDE REQUIRED

VALVE BOX COVER

ADJUSTABLE CAST IRON

FOR MORE THAN 4 FT. DEPTH.

ASSEMBLY, 2" SQ. WRENCH NUT

ADJUSTABLE VALVE EXTENSION

M

A X

M

I N

I M

U

SLEEVE

D

P

T H

6" C-900 PVC

RESTRAINED JOINTS REQUIRED

AT ALL VALVE LOCATIONS

IRON VALVE BOX

(USE WITH CAST

ONLY)

4' EXCESS WIRE

WRENCH NUT OPEN

COUNTER-CLOCK WISE

AWWA C509 & 515 DUCTILE IRON BODIED EPOXY COATED RESILIENT

WEDGE GATE VALVE WITH 2" OPERATING NUT.

16"x16"x6" (MIN.) PRECAST

BLOCK OR MIN.

6" THICK #57 STONE

A CONTINUOUS No. 10

COPPERHEAD TRACER

WIRE COLOR CODED

PURPLE

#4 RE-BAR

24"X24" SQUARE BY

6" THICK CAST-IN-PLACE CONC.

COLLAR WITH # 4

RE-BAR RING AT CENTER

2" PVC W/2" FLAT BRASS CAP

1. BOLT VALVES TO TEE OR CROSS WHEREVER AND WHENEVER APPLICABLE.

2. A CONTINUOUS TRACER WIRE TO BE COLOR CODED "PURPLE" FOR RECLAIMED WATER, LAYED ON TOP IN TRENCH.

3. GATE VALVE WEDGE SHALL BE COMPLETELY ENCAPSULATED WITH EPDM RUBBER.

4. ALL EXTERIOR BOLTS, NUTS, WASHERS AND HARDWARE SHALL BE MINIMUM OF 316 STAINLESS STEEL GRADE.

5. PVC EXTENSIONS (C900) MAY BE USED ON VALVE BOX INSTALLATION.

VALVE AND VALVE BOX

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 10

SET TOP OF VALVE BOX

TO FINISHED GRADE

COVER (SEE FIGURE 14)

CONCRETE PAD IN UNPAVED

AREAS (SEE FIGURE 9)

FINISHED GRADE

SEE NOTE 2

RESILIENT SEAT M.

J. GATE VALVE

WATER MAIN

ADJUSTABLE CAST

IRON VALVE BOX

BOX SHALL REST ON BEDDING ROCK

NOT ON VALVE OR PIPE AND SHALL BE

CENTERED ON OPERATING NUT

6" BEDDING ROCK

10 THHN TRACING WIRE

ALONG ALL PIPE COIL

EXCESS TRACING WIRE

IN BOX

NOTES:

1. PVC EXTENSIONS (C900) MAY BE USED ON VALVE BOX INSTALLATION.

2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO

WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE.

GATE VALVE AND BOX

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 11

1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION.

2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND

LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF

THE UTILITIES MANUAL.

3. VALVE NUT SHOULD NOT EXCEED 3' IN DEPTH.

* WHEN APPROVED IN WRITING BY CITY.

BEDDING ROCK

UNDISTURBED

EARTH

WIRE NEEDS TO BE TO

SIDE THROUGH 2" PORT

ADJUSTABLE CAST

IRON VALVE BOX

LOCATING WIRE

FINISHED GRADE

VALVE PAD IN

UNPAVED AREAS

(SEE FIGURE 9)

COVER (SEE FIGURE 14)

BUTTERFLY

VALVE

BACKFILL

M

I N

BUTTERFLY VALVE AND BOX

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 12

PRESSURE

MAIN

AND ROUND LID

AND UPPER GUIDE REQUIRED

VALVE BOX COVER

ADJUSTABLE CAST IRON

FOR MORE THAN 3 FT. DEPTH.

ASSEMBLY, 2" SQ. WRENCH NUT

ADJUSTABLE VALVE EXTENSION

M

A X

M

I N

I M

U

SLEEVE

P

T H

"SEWER" (PAINTED GREEN) ON TOP

OF CONCRETE COLLAR.

TO FINISHED GRADE & FLUSH

SET TOP OF VALVE BOX

6" C-900 PVC

RESTRAINED JOINTS REQUIRED

AT ALL VALVE LOCATIONS

IRON VALVE BOX

(USE WITH CAST

ONLY)

4' EXCESS WIRE

WRENCH NUT OPEN

COUNTER-CLOCK WISE

AWWA C509 & 515 DUCTILE IRON BODIED EPOXY COATED RESILIENT

WEDGE GATE VALVE WITH 2" OPERATING NUT.

16"x16"x6" (MIN.) PRECAST

BLOCK OR MIN.

6" THICK #57 STONE

A CONTINUOUS No. 10

COPPERHEAD TRACER

WIRE COLOR CODED

BLUE

#4 RE-BAR

24"X24" SQUARE BY

6" THICK CAST-IN-PLACE CONC.

COLLAR WITH # 4

RE-BAR RING AT CENTER

2" PVC W/2" FLAT BRASS CAP

1. BOLT VALVES TO TEE OR CROSS WHEREVER AND WHENEVER APPLICABLE.

2. A CONTINUOUS TRACER WIRE TO BE COLOR CODED "BLUE" FOR WATER, LAYED ON TOP IN TRENCH.

3. GATE VALVE WEDGE SHALL BE COMPLETELY ENCAPSULATED WITH EPDM RUBBER.

4. ALL OUTSIDE HEX NUTS, BOLTS AND HARDWARES (EXCEPT MECHANICAL BOLTS SUCH AS "T" BOLTS)

SHALL BE MIN. 316 STAINLESS STEEL GRADE.

5. PVC EXTENSIONS (C900) MAY BE USED ON VALVE BOX INSTALLATION.

6. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW

FINISHED GRADE.

PLUG VALVE AND BOX

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 13

RECLAIMED WATER SEWER

FIREPOTABLE WATER

NOTE:

APPLY TWO COATS OF EXTERIOR ENAMEL PAINT:

PURPLE - RECLAIMED WATER

GREEN - SEWER

BLUE - POTABLE WATER

RED - FIRE

RECLAIMED

WATER

SEWER

WATER FIRE

TYPICAL VALVE BOX COVER

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 14

M

I N

P.V.C. OR D.I.P. PIPE

M

I N

M

A X

A CONTINUOUS No. 10 COPPERHEAD

TRACER WIRE (COLOR CODED

"BLUE") ON TOP OF PIPE IN TRENCH

EARLY WARNING TAPE

A. ALL UTILITY PIPE, SHALL BE INSTALLED WITH 2 INCH WIDE VINYL CONTINUOUS TAPE, FOR

IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM

DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED

AND WORDED AS FOLLOWS:

NOTES:

1. A CONTINUOUS No. 10 COPPERHEAD TRACER WIRE TO BE INSTALLED WITH ALL PIPE.

WIRE SHALL BE BROUGHT UP TO GRADE AT ALL VALVES OUTSIDE P.V.C. SLEEVE, (SEE

DETAIL 5).

2. ALL TRACER WIRES SHALL BE INTERCONNECTED WITH WATER PROOF WIRE NUT CAP OR

WITH SIMILAR WATER PROOF SPLICE KIT AT ANY SPLICE AND WHERE SERVICES CONNECT

TO MAINS.

3. A SUCCESSFUL CONTINUITY TEST SHALL BE CONDUCTED AND WITNESSED BY A CITY

INSPECTOR AT THE COMPLETION OF TRACER WIRE INSTALLATION.

4. HORIZONTAL DIRECTIONAL DRILL INSTALLATIONS OF PIPE REQUIRE 3 LOCATE WIRES.

1. POTABLE WATER

A. COLOR: BLUE WITH BLACK LETTERING.

B. LETTERING: "CAUTION: WATER LINE

BURIED BELOW" OR SIMILAR WORDING.

2. RECLAIMED WATER

A. COLOR:PURPLE WITH WHITE LETTERING.

B. LETTERING: "CAUTION: RECLAIMED WATER

LINE BURIED BELOW" OR SIMILAR WORDING.

3. GRAVITY SEWER

4. SEWER FORCE MAIN

A. COLOR: GREEN WITH BLACK LETTERING.

B. LETTERING: "CAUTION: SEWER LINE

BURIED BELOW" OR SIMILAR WORDING.

A. COLOR: BROWN WITH BLACK LETTERING.

B. LETTERING: "CAUTION: SEWER FORCE MAIN

BURIED BELOW" OR SIMILAR WORDING.

"TERRA TAPE D" or SIMILAR

3" WIDE CONTINUOUS FOIL LOCATOR TAPE

WITH THE FOLLOWING LABELS AND COLORS:

"CAUTION BURIED WATER LINE BELOW"/BLUE

LOCATOR TAPE / TRACER WIRE

INSTALLATION FOR PIPELINES

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 15

4" - 6" - 2" PIPE TAPE IS CENTERED ALONG TOP HALF OF PIPE

TAPE SHALL BE GREEN WITH BLACK LETTERING

TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE

PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL)

8" - 16" PIPE - 2"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE

SEWER LINESEWER LINE SEWER LINE

SEWER LINE

DUCTILE IRON FORCE MAIN AND GRAVITY LINES

WITH IDENTIFICATION TAPE

12"

SEWER LINE

MAX.

SEWER LINE

SEWER LINE

SEWER LINE

SEWER LINE

NTS

1"

SEWER LINE

SEWER LINE

SEWER LINE

SEWER LINE

SEWER LINE

SEWER LINE

PVC FORCE MAIN AND GRAVITY LINES

SEWER LINE

SEWER LINE

SEWER LINE SEWER LINE

SEWER LINE

TYPICAL METAL PIPE

NTS

21"

MAX.

SEWER FORCE MAIN

ORCE

SEWER FORCE MAIN

SPECIFIED

PER PIPE

DIAMETER

GRAVITY SEWER: SOLID LIGHT GREEN

OR WHITE PVC WITH LIGHT GREEN

LETTERING.

FORCE MAIN: WHITE WITH BROWN

LETTERING.

1) PIPE IDENTIFICATION LETTERING:

A. FORCE MAIN: SEWER FORCE MAIN

B. GRAVITY SEWER: SEWER LINE

2) THE LETTERING SHALL APPEAR ON 3

SIDES OF THE PIPE AND RUN THE

ENTIRE LENGTH OF THE PIPE.

3) LETTERING A MIN. OF 3/4 INCH IN

HEIGHT AND APPEARING NOT LESS

THAN ONCE EVERY 21 INCH IN-

TERVAL SHALL RUN THE LENGTH OF

THE PIPE.

4) LETTERING MUST BE PERMANENTLY

IMPREGNATED INTO THE PVC (IT

CAN NOT BE STENCILED ONTO THE

SURFACE).

20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE

WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE

PIPE IDENTIFICATION

(SEWER - FORCE MAIN AND GRAVITY)

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 16

DUCTILE IRON RECLAIMED WATER MAIN WITH IDENTIFICATION TAPE

RECLAIMED WATER MAIN RECLAIMED WATER MAIN RECLAIMED WATER MAIN

PANTONE PURPLE 522C PVC

WATER

3/4"

21" MAX.

PVC RECLAIMED WATER MAIN

TYPICAL METAL PIPE

2.0" - 4" PIPE -2" TAPE IS CENTERED ALONG TOP HALF OF PIPE

RECLAIMED WATER MAIN RECLAIMED WATER MAIN

20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE

WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE

12"

MAX.

6' - 16" PIPE - 2" TAPE IS PLACED ALONG BOTH SIDES OF

THE TOP HALF OF PIPE

SPECIFIED

PER PIPE

DIAMETER

RECLAIMED WATER MAINRECLAIMED WATER MAINRECLAIMED WATER MAIN

RECLAIMED WATER MAINRECLAIMED WATER MAINRECLAIMED WATER MAIN

RECLAIMED WATER MAINRECLAIMED WATER MAIN

RECLAIMED WATER MAIN

RECLAIMED WATER MAIN RECLAIMED WATER MAIN RECLAIMED WATER MAIN

RECLAIMED WATER MAIN

RECLAIMED WATER MAIN RECLAIMED WATER MAIN

RECLAIMED WATER MAIN

RECLAIMED WATER MAIN1"

RECLAIMED WATER MAIN

NTS

NTS

1) LETTERING SHALL APPEAR ON 3 SIDES

OF THE PIPE AND RUN THE ENTIRE

LENGTH OF THE PIPE.

2) LETTERING SHALL BE A MINIMUM OF

3/4 INCH IN HEIGHT AND APPEAR

ONE OR MORE TIMES EVERY 21

INCHES ALONG THE LENGTH OF THE

PIPE.

3) LETTERING MUST BE PERMANENTLY

IMPREGNATED INTO THE PVC (IT

CAN NOT BE STENCILED ONTO THE

SURFACE OF THE PIPE).

4) LETTERING SHALL BE WHITE OR

OTHER CONTRASTING COLOR.

PURPLE TAPE WITH WHITE OR OTHER CONTRASTING PERMANENTLY

IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN

FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE

PIPE IDENTIFICATION

(RECLAIM WATER)

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 17

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

WITH IDENTIFICATION TAPE

DUCTILE IRON POTABLE WATER MAIN

6" - 16" PIPE - 2" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE

2.0" - 4" PIPE - 2" TAPE IS CENTERED ALONG TOP HALF OF PIPE

20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE

WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE

BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING

SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE

PVC POTABLE WATER MAIN

WATER MAIN

12"

MAX.

NTS

POTABLE WATER MAIN

1"

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

NTS

POTABLE WATER MAIN

SPECIFIED

PER PIPE

DIAMETER

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

POTABLE WATER MAIN

TYPICAL METAL PIPE

POTABLE WATER MAIN

BLUE PVC WITH

MAIN POTABLE WATER MAIN

21"

MAX.

POTABLE

1) LETTERING SHALL APPEAR ON THREE

SIDES OF THE PIPE AND RUN THE

ENTIRE LENGTH OF THE PIPE.

2) LETTERING SHALL BE A MINIMUM 3/4"

IN HEIGHT AND APPEAR ONE OR

MORE TIMES EVERY 21 INCHES ALONG

THE LENGTH OF THE PIPE.

3) LETTERING MUST BE PERMANENTLY

IMPREGNATED INTO THE PVC (IT

CAN NOT BE STENCILED ONTO

THE SURFACE OF THE PIPE.

4) LETTERING SHALL BE BLUE ON

WHITE PVC OR WHITE ON BLUE

PVC.

WHITE LETTERING

OR WHITE PVC

WITH BLUE LETTERING

3/4"

WATER

PIPE IDENTIFICATION

(POTABLE WATER)

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 18

NOTES:

1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION

AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND

FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES

AND TYPES. VALVE SIZES TO BE DETERMINED BY

THE ENGINEER AND APPROVED BY THE CITY PRIOR

TO INSTALLATION.

2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO

FINISHED GRADE SHALL BE 4.O FEET.

3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED.

4. FOR USE ON WATER, RECLAIMED, OR FORCE MAINS

AS REQUIRED BY THE ENGINEER AND OR CITY

ENGINEER.

5. ALL FITTINGS AND PIPE SHALL BE BRASS, UNLESS

APPROVED BY CITY.

6. ALL STRUCTURES TO BE TRAFFIC BEARING RATED.

4' x 4' PRECAST

CONCRETE VAULT

CAST IRON FRAME

AND COVER WITH

ACCESS LID.

GROUT

2" VALVE (TYP.)

2" PORT WITH

THREADED PLUG

CUT OUT AND SEAL JOINT

WITH MORTAR FOR FORCE

MAIN OR WATER MAIN

SEE NOTE 2

SERVICE SADDLE

8" x 16" REINFORCED

CONCRETE FOOTING.

(INTEGRAL WITH

PRECAST STRUCTURE)

6"

6"

36" SQ.

17-1/4"

FINISHED

GRADE

4" MAX.

PREMOLDED PLASTIC

JOINT FILLER

5" WALLS (MIN.)

PIPE PLUG (TYP.)

2" NIPPLE

2" BRASS

CORPORATION STOP

2" NIPPLE

FITTINGS AND

PIPE FOR A.R.V.

SHALL BE BRASS

BEDDING ROCK

FILE NAME:

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 19

AIR OR COMBINATION AIR / VACUUM

RELEASE VALVE IN VAULT

NOTES:

1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION

AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS

ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE

SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED

BY THE CITY PRIOR TO INSTALLATION.

2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED

GRADE SHALL BE 4.0 FEET UNLESS OTHERWISE APPROVED

BY PUBLIC WORKS.

3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY

SUPPORTED.

4. ALL FITTINGS AND PIPE SHALL BE BRASS, UNLESS APPROVED

BY CITY.

5. ALL STRUCTURES TO BE TRAFFIC BEARING RATED.

6. FOR USE ON WATER, RECLAIMED, OR FORCE MAINS AS

REQUIRED BY THE ENGINEER AND OR CITY ENGINEER.

4" MAX.

PRE-MOLDED PLASTIC

JOINT FILLER

PIPE PLUG (TYP.)

2" NIPPLE

2" BRASS

CORPORATION STOP

2" NIPPLE

2" 90° BEND

6" BEDDING ROCK

8" x 16" REINFORCED

CONCRETE FOOTING.

SERVICE SADDLE

WASTEWATER

FORCE MAIN OR

WATER MAIN

2" BRASS

CORPORATION STOP

2" BRASS PIPE

2" NIPPLE

2" 90° BEND

EXTENSION ROD

AS REQUIRED

CAST IRON VALVE

BOX TOP SECTION

2" OPERATING NUT

EXISTING/

PROPOSED

PAVEMENT

CAST IRON FRAME

AND COVER WITH

ACCESS LID.

GROUT

FINISHED GRADE

2" VALVE (TYP.)

5" WALL (MIN.)

2" PORT WITH

THREADED PLUG

SEE NOTE 3

GROUT

2"

UNION

CONCRETE VAULT

36" SQ.

17-1/4"

4' x 4' PRECAST

FILE NAME:

OFFSET AIR OR COMBINATION AIR /

VACUUM RELEASE VALVE

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 20

M A T E R I A L S

QUANT.

ITEM

DESCRIPTION

VENTED ENCLOSURE AS APPROVED

AIR RELEASE VALVE 2" NPT AS APPROVED

1" CURB STOP, S.S.

2" x 4" NIPPLE, S.S.

2" BALL VALVE, S.S.

2" TEE, S.S.

2" X 1" REDUCER, S.S.

1" SHORT NIPPLE, S.S.

2" PIPE, S.S. LENGTH AS REQUIRED

2" DOUBLE STRAP TAPPING SADDLE, S.S.

4" & LARGER PIPE, D.I. OR PVC (DR-18)

2" CORPORATION BRASS

1-1/2" PIPE, PVC, LENGTH AS REQUIRED

1-1/2" x 90° ELBOW, PVC

1 CONCRETE SLAB AROUND ENCLOSURE

16 1 #57 WHITE ROCK

SEWER AIR RELEASE VALVES SHALL BE AS APPROVED

WATER AIR RELEASE VALVES SHALL BE AS APPROVED

NOTE:

VENTED ENCLOSURE TO BE

COLOR CODED AS FOLLOWS:

WATER MAIN - BLUE

FORCE MAIN - GREEN

REUSE MAIN - PURPLE

FINISHED GRADE

PAD SIZE 36"x36"

NOTE:

1. BUILT (ALL FITTINGS) OUT OF BRASS.

2. ONLY ALLOWED IN CITY APPROVED LOCATIONS.

FILE NAME:

AIR RELEASE VALVE ASSEMBLY

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 21

NOTE:

VENTED ENCLOSURE TO BE COLOR CODED

AS FOLLOWS:

WATER MAIN - BLUE

FORCE MAIN - GREEN

REUSE MAIN - PURPLE

FINISHED GRADE

CONCRETE SLAB AROUND ENCLOSURE

1-1/2" PIPE, PVC, LENGTH AS REQUIRED

4" & LARGER PIPE, D.I. OR PVC (DR-18)

2" DOUBLE STRAP TAPPING SADDLE, S.S.

2" PIPE, S.S. LENGTH AS REQUIRED

AIR RELEASE VALVE 2" NPT AS APPROVED

ENCLOSURE AS APPROVED

DESCRIPTION

M A T E R I A L S

1-1/2" x 90° ELBOW, PVC

2" CORPORATION BRASS

14 1

15 2

1" SHORT NIPPLE, S.S.

2" X 1" REDUCER, S.S.

2" TEE, S.S.

2" BALL VALVE, S.S.

2" x 4" NIPPLE, S.S.

1" CURB STOP, S.S.

2" SHORT NIPPLE, S.S.

2" x 90° ELBOW, S.S.

11 2

ITEM QUANT.

SEWER AIR RELEASE VALVES SHALL BE AS APPROVED

WATER AIR RELEASE VALVES SHALL BE AS APPROVED

#57 WHITE STONE

10 9

PAD SIZE 36"x36"

NOTE:

1. BUILT (ALL FITTINGS) OUT OF BRASS.

2. ONLY ALLOWED IN CITY APPROVED LOCATIONS.

LOCATOR WIRE

GATE VALVE

FILE NAME:

AIR RELEASE VALVE ASSEMBLY

ABOVE GROUND

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 22

#57 WHITE STONE

M A T E R I A L S

QUANT.

ITEM

DESCRIPTION

ACTIVATED CARBON

13 1

16 1

PLAN VIEW OF AIR VENT PIPES

ENCLOSURE AS APPROVED

AIR RELEASE VALVE 2" NPT AS APPROVED

1" CURB STOP, S.S.

2" x 4" NIPPLE, S.S.

2" BALL VALVE, S.S.

2" TEE, S.S.

2" X 1" REDUCER, S.S.

1" SHORT NIPPLE, S.S.

2" PIPE, S.S. LENGTH AS REQUIRED

2" DOUBLE STRAP TAPPING SADDLE, D.I.1

4" & LARGER PIPE, D.I. OR PVC (DR-18)

2" CORPORATION BRASS

1-1/2" PIPE, PVC, LENGTH AS REQUIRED

1-1/2" x 90° ELBOW, PVC

2" X 1-1/2" REDUCER, PVC

3" X 2" FLEX COUPLING

3" PIPE, PVC, LENGTH AS REQUIRED

3" x 90° ELBOW, PVC1

3" PIPE, PVC, LENGTH AS SHOWN,PERFORATED TOP HALF ONLY

3" TEE, PVC1

3" PIPE, PVC, LENGTH AS SHOWN,PERFORATED TOP HALF ONLY

10 3" CAP, PVC

PERFORATED

TOP HALF ONLY

24"

FINISHED GRADE

FILTER FABRIC

#57 WHITE STONE

23 1 CONCRETE SLAB AROUND ENCLOSURE

PAD SIZE 36"x36"

NOTE:

1. BUILT (ALL FITTINGS) OUT OF BRASS.

2. ONLY ALLOWED IN CITY APPROVED LOCATIONS.

FILE NAME:

AIR RELEASE VALVE ASSEMBLY

WITH ODOR CONTROL SYSTEM

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 23

FINISHED GRADE

M A T E R I A L S

QUANT.ITEM DESCRIPTION

ACTIVATED CARBON

10 9

13 1

2" x 90° ELBOW, S.S.

2" SHORT NIPPLE, S.S.

PLAN VIEW OF AIR VENT PIPES

ENCLOSURE AS APPROVED

AIR RELEASE VALVE 2" NPT AS APPROVED

1" CURB STOP, S.S.

2" x 4" NIPPLE, S.S.

2" BALL VALVE, S.S.

2" TEE, S.S.

2" X 1" REDUCER, S.S.

1" SHORT NIPPLE, S.S.

2" PIPE, S.S. LENGTH AS REQUIRED

2" DOUBLE STRAP TAPPING SADDLE, S.S.1

4" & LARGER PIPE, D.I. OR PVC (DR-18)

2" CORPORATION BRASS

1-1/2" PIPE, PVC, LENGTH AS REQUIRED

1-1/2" x 90° ELBOW, PVC

2" X 1-1/2" REDUCER, PVC

3" X 2" FLEX COUPLING

3" PIPE, PVC, LENGTH AS REQUIRED

3" x 90° ELBOW, PVC1

3" PIPE, PVC, LENGTH AS SHOWN,PERFORATED TOP HALF ONLY

3" TEE, PVC1

3" PIPE, PVC, LENGTH AS SHOWN,PERFORATED TOP HALF ONLY223

24 3" CAP, PVC

PERFORATED

TOP HALF ONLY

25 1 CONCRETE SLAB AROUND ENCLOSURE

FILTER FABRIC

FILTER FABRIC

#57 WHITE

STONE

PAD SIZE 36"x36"

NOTE:

1. BUILT (ALL FITTINGS) OUT OF BRASS.

2. ONLY ALLOWED IN CITY APPROVED

LOCATIONS.

LOCATOR WIRE

GATE VALVE

FILE NAME:

AIR RELEASE VALVE ASSEMBLY WITH ODOR

CONTROL SYSTEM AND COVER ABOVE

GROUND OFFSET PIPE LAYOUT

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

FIG. 24

WALL REINFORCEMENT

PER ASTM C-478

4000 PSI @ 28 DAY

CONCRETE, TYPE II CEMENT

TYPICAL BASE REINFORCEMENT

BARS @ 9" O.C. FOR GREATER DEPTHS.

FOR DEPTHS UNDER 6 FT., NO.4

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

PRIOR TO PAVING OF ROADWAY

PLACED AROUND MANHOLE FRAME

4'-0" MINIMUM INSIDE DIAMETER

PAVEMENT

BASE

12"

CONCRETE

RING

PAVEMENT

ADJUST TO FINISHED GRADE W/

1'-0"

L

C

BRICK AND

MORTAR INVERT

MANHOLE

( MAX. 12")

#57 AGGREGATE SHALL BE USED

UNDER WET CONDITIONS

FOR BEDDING OF STRUCTURE

AS DIRECTED BY CITY

8" MIN. WALL THICKNESS

(MINIMUM 9" WIDTH)

"EZ-WRAP" PLASTIC

EQUAL AT ALL JOINTS

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" MINIMUM BASE THICKNESS

RUBBER BOOT CONNECTION

(SEE FIGURE 30)

MIN 21"

SEWER BRICK AND MORTAR.

MIN 1'

MINIMUM OF 1'

FROM TOP OF CONC TO

BASE FINISH GRADE.

NOTES:

INSTALL "WRAPID SEAL" OR

(HDPE ADJUSTING RING OR

PRE-FORMED CONC-RINGS

MAY BE SUBSTITUTED

FOR BRICK)

COAL TAR EPOXY COATING

OR

APPROVED EQUAL

INTERIOR: 16 MILS

(2 COATS)

EXTERIOR: 8 MILS

(1 COAT)

1. ON TRANSITIONS BETWEEN LARGER DIAMETER AND SMALLER

SEWER COLLECTORS, OR THE TOP OF THE INSIDE OF THE TWO

SEWER PIPES SHALL BE MATCHED.

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

3. USE FARBERTITE BITUMASTIC SEALER BETWEEN SECTIONS OF

MANHOLES.

4. 0.1' - DROP ACROSS MANHOLE TYP.

5. MAXIMUM DEPTH NOT TO EXCEED 15.0 FEET MEASURED FROM

MANHOLE TOP TO INSIDE BOTTOM.

6. ALL MANHOLES WHERE ANY INVERT INTO THE MANHOLE

EXCEEDS 18" SHALL REQUIRE A DROP CONNECTION.

7. RECEIVING, FORCEMAIN CONNECTED AND DROP MANHOLE

SHALL BE CONTINUOUSLY LINED WITH APPROVED EPOXY

LINER AT 90 TO 110 MIL THICKNESS OR APPROVED EQUAL.

8. RISER BETWEEN TOP CONE AND BOTTOM CASTING SHALL BE

NO SHORTER IN HEIGHT THAN 60". (MINIMUM DEPTH SHALL

NOT BE LESS THAN 60" AS MEASURED FROM MANHOLE TOP TO

INSIDE BOTTOM).

9. ADD BRICK AND MORTAR TO CREATE BENCH AND INVERT AND

BENCH NEEDS TO BE COATED WITH BITUMINOUS COATING.

10. INSTALL EZ-WRAP PLASTIC OR EQUAL AT ALL JOINTS (MINIMUM

9" WIDTH).

STANDARD MANHOLE

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 25

(SEE DETAIL S-13)

PRIOR TO PAVING OF ROADWAY

18" RING OF CONCRETE TO BE

PLACED AROUND MANHOLE FRAME

8" MIN. WALL THICKNESS

RUBBER BOOT CONNECTION

TO FILL OPENING CUT IN BASE.

8" MINIMUM BASE THICKNESS

FOR DEPTHS UNDER 6 FT.

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

TYPICAL BASE REINFORCEMENT

SECTION - SHALLOW MANHOLE

BRICK AND

MORTAR INVERT

5'-0" MIN. DIAMETER

C

L

L

C

TOP OF BASE

C.I. FRAME

AND COVER

8" MIN.

MANHOLE

# 57 AGGREGATE AS REQ,D.

PAVEMENT

MEET MUNICIPAL STANDARDS

C.I. FRAME AND COVER TO

CONCRETE

18"

RING

PAVEMENT

BASE

PER ASTM C-478

WALL REINFORCEMENT

4000 PSI @ 28 DAY

CONCRETE W/

TYPE II CEMENT

SEWER BRICK AND MORTAR.

ADJUST TO FINISHED GRADE W/

( MAX. 12")

FOR DOUBLE MANHOLE COVER

(HDPE ADJUSTING RINGS, OR

PRE-FORMED CONC-RINGS MAY

BE SUBSTITUTED FOR BRICK)

PRE-CAST COLLARS

ACCEPTABLE ALSO

COAL TAR EPOXY COATING

OR APPROVED EQUAL

INTERIOR: 16 MILS

(2 COATS)

EXTERIOR: 8 MILS

(1 COAT)

USE FOR MANHOLES OF

5'-0" OR LESS IN DEPTH

NOTES:

1. INSTALL EZ-WRAP PLASTIC OR EQUAL AT ALL JOINTS (MINIMUM 9" WIDTH).

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

3. USE FARBERTITE BITUMASTIC SEALER BETWEEN SECTIONS OF MANHOLE.

SHALLOW MANHOLE

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 26

PRECAST

MANHOLE

WALL

PVC OR DIP

COLLAR ENCASED IN

NON-SHRINK GROUT

FLUSH WITH MANHOLE

WALL (SEE NOTE 2)

BAND

STAINLESS STEEL

PVC OR

DIP

STAINLESS STEEL

PIPE CLAMP

RESILIENT

CONNECTOR

PRECAST

MANHOLE

WALL

SPECIAL DETAIL FOR 24" DIAMETER

PIPE AND LARGER

STANDARD PRECAST MANHOLE

PIPE CONNECTION

NOTES:

1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND

MATERIAL AS THE INFLUENT SEWER.

2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT

CONNECTION DETAILS FOR CONNECTION OF 24"

DIAMETER PIPES AND LARGER.

3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR

ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE

ABOVE THE OUTFLOW PIPE INVERT.

4. BOTTOM ELEVATION OF DROP CONNECTION SHALL BE 0.1

FT ABOVE EFFLUENT INVERT.

5. INSIDE DROP ONLY ALLOWED WHEN OUTSIDE DROP IS

NOT FEASIBLE AND APPROVED IN WRITING BY CITY.

BREAKOUT PIPE

FORMED CHANNEL

6" GRAVEL BASE

FOR SPECIAL CONDITIONS ONLY

6" MIN

POURED IN PLACE

3000 PSI CONC. FOR

CONC. BENCH TO

COVER 80% OF

PIPE DIAM.

GLUED JOINT

DROP CONNECTION M.H.

6" MIN.

GLUED JOINTS

VARIES

FLOW

RECONSTRUCT INVERTS AS REQ'D.

ONLY

PRIOR TO PAVING OF ROADWAY.

PLACED AROUND MANHOLE FRAME

12" RING OF CONCRETE TO BE

( I.E. RETROFIT CONSTRUCTION )

OPEN

FLOW

MANHOLE CONNECTION

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 27

PLUG

"A"

AS LATERAL

DROP CONNECTION

PIPE & FITTINGS TO

BE SAME MATERIAL

GLUE ALL JOINTS INTERNAL

CLAMPS TO BE

1 1/2" x 12"

1/2" STAINLESS

STEEL BOLTS.

STAINLESS STEEL,

ANCHORED TO M.H.

WALL WITH 2 1/2" x

( 2' ON CENTER )

AS CLOSE AS

POSSIBLE TO M.H.

WALL AND TO BE

SECURED TO THE

WALL WITH STAINLESS

PIPE TO BE PLACED

STEEL CLAMPS

S L O

P E

PLAN

RUBBER

BOOTS

REQUIRED

TEE

SECTION "A"-"A"

LAY PIPE TO

UNDISTURBED

ELBOW EMBEDDED IN CONC.

CONC. BENCH TO COVER

80% OF MAINLINE PIPE

DIAMETER

@ 45° W/SEWER FLOW

FILL EXCAVATED SPACE

OUTSIDE MANHOLE AND PIPE

WITH 3000 PSI CONCRETE

FOR A WIDTH OF 6" EACH

SIDE OF PIPE BUT NOT LESS

THAN A TOTAL MIN. WIDTH

SOIL

OF 22".

"A"

M I N

MATCH

OVERTS

5'-0" (MIN.)

S L O

P E

NOTES:

P.V.C. GRAVITY SEWER

SEE DETAIL ??

FOR ADDITIONAL

INFORMATION

TO MANHOLE AS REQUIRED

OPEN

PLASTIC SPACERS

MIDWAY BETWEEN

CLAMPS

1. ALL INSIDE PIPING TO BE P.V.C.

2. USE FARBERTITE BITUMASTIC SEALER BETWEEN MANHOLE SECTIONS.

3. PRE-FABRICATED INSIDE DROP ASSEMBLIES ARE ACCEPTABLE ALTERNATES,

(RELINER - DURAN OR ENGINEER APPROVED EQUAL ).

4. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE

INFLUENT SEWER.

5. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS

FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER.

6. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT

WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT.

7. INSTALL EZ-WRAP PLASTIC OR EQUAL AT ALL JOINTS (MINIMUM 9" WIDTH).

INSPECTION REQUIRED

PRIOR TO BACK- FILLING

THE CORED HOLE SHALL

NOT BE AT MANHOLE JOINT

WRAP PIPE WITH VISQUEEN

FOR SPECIAL

CONDITIONS ONLY

WHEN APPROVED IN

WRITING BY CITY

INSIDE DROP MANHOLE

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 28

BREAKOUT PIPE

FORMED CHANNEL

6" GRAVEL BASE

FOR SPECIAL CONDITIONS ONLY

6" MIN

POURED IN PLACE

3000 PSI CONC. FOR

CONC. BENCH TO

COVER 80% OF

PIPE DIAM.

GLUED JOINT

DROP CONNECTION M.H.

6" MIN.

GLUED JOINTS

VARIES

FLOW

FLOW

RECONSTRUCT INVERTS AS REQ'D.

ONLY

PRIOR TO PAVING OF ROADWAY.

PLACED AROUND MANHOLE FRAME

12" RING OF CONCRETE TO BE

( I.E. RETROFIT CONSTRUCTION )

SEE FIGURE 27

FOR ADDITIONAL

INFORMATION

OPEN

OUTSIDE DROP MANHOLE

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 29

STAINLESS STEEL STRAP

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

MANHOLE PIPE CONNECTION DETAIL

FOR NEW CONNECTIONS IN EXISTING MANHOLES

PRECAST JOINT

CONNECTION

NOTES:

RAM-NECK

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.

RUBBER BOOT AND PRECAST JOINT

CONNECTION

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 30

2 NON-PENETRATING

PICKHOLES

NOTES:

2- RING WT.: 85 LBS. APP

1- MATERIAL; ASTM-A48 CLASS 35B GRAY IRON

SANITARY SEWER

C

I

T

Y

O

F

C

AS

S

L

B

E

R

R

Y

25 1/2"

1 1/2"

3- COVER WT: 120 LBS. APP.

24"

4"

25 3/4"

29 1/2"

E

COVER AND GENERAL NOTES

USF 117 RING & BL COVER

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 31

VARIES (TYP)

WYE WITH

6" BRANCH

6" 45°

BEND

REMOVABLE

PLUG (TYP)

R W

L I N

E

SEWER MAIN

SIZE VARIES

SEWER MAIN

SPRING LINE

ROTATE

30° (TYP.)

(SEE NOTE 1)

SLOPE TO

TERMINAL DEPTH AT

1.0% MIN. (TYP)

R W

FINISHED GRADE

TERMINAL DEPTH

AS REQUIRED FOR

SERVICE (3' MIN.)

(TYP.)

DOUBLE

SERVICESERVICE

SINGLE

SERVICE CLEAN-OUT

(SEE NOTE 2)

SERVICE CLEAN-OUT

(SEE NOTE 2)

LINE

LOT

LINE

LOT

(SEE NOTE 2)

SERVICE CLEAN-OUT

R

N

E

BEND

6" 45°

5' MAX.

(TYP.)

SERVICE (3' MIN.)

AS REQUIRED FOR

TERMINAL DEPTH

6" PVC

6" PVC

6" BRANCH

WYE WITH

PERMANENT PLUG (TYP)

NOTES:

1. INVERT OF LATERAL SHALL NOT ENTER SEWER

MAIN BELOW SPRING LINE

2. SERVICE CLEAN-OUTS SHALL BE INSTALLED AT

TIME OF BUILDING CONSTRUCTION BY THE

CONTRACTOR.

3. CITY APPROVED ELECTRONIC LOCATING

DEVICE SHALL BE INSTALLED AT THE END OF

EACH SERVICE STUB-OUT. MARKED WITH

GREEN, PAINTED 2x4 AND CURB CUT.

4. ALL SERVICES SHALL BE 6"

5. ALL JOINTS TO BE RUBBER GASKET (NO GLUED

FITTINGS) TYPICAL.

M A

X

M

1/8 BEND 45°

1/8 BEND

M

IN

. 2

S L O

P E

DESIGN GRADE

90° SWEEP

GLUED CAP

6" SINGLE SERVICE - ELEVATION

PLAN

PROFILE

D E

P T

H

G

R E

A T

R

A

N

C

L

SEWER MAIN

SANITARY SEWER LATERAL

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 32

5' MIN

10' WIDE

CONCRETE

WET WELL

WATER METER/BACK FLOW

2 - 6' SWING GATE

M

I N

M

I N

5'

MIN.

CONTROL PANEL

(SEE DETAILS)

VALVE

VAULT

CHAIN LINK FENCE

LIMITS OF SITE TO BE

DEDICATED TO CITY OF CASSELBERRY

5' MIN.

5' (MIN.)

R/W

C/L PUBLIC R/W

W

4" THICK CRUSHED ROCK

RTU ANTENNA

5' SIDEWALK

TO WITHIN 3" OF FENCE

1" WATER SERVICE

HOSE BIBB

BACK OF CURB

STREET LIGHT

LANDSCAPED AREA (3' MIN)

5'

5'

4' MIN

PREVENTER

NOTES:

1. THIS DIMENSION SHALL BE A MINIMUM OF 15' OR SHALL BE EQUAL TO

THE DEPTH OF THE WET WELL.

2. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I.

CONCRETE.

3. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND

CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY.

4. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER.

5. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED

SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE

USED WHERE AVAILABLE.

6. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC

DETAIL DRAWING.

1 1

PUMP STATION TYPICAL SITE PLAN

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

GENERAL

DETAIL NO.

FIG. 33

N.T.S.

ELEVATION

PIPE SIZES.

WET WELL.

K

D D

MIN. SOLID SIZE: _________ IN.; CURVE: ___________.

WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 304 S.S.

THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN

AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER

SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE

VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE

BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC.

FLEXIBLE COUPLING SHALL BE SLEEVE TYPE.

HZ.: ________; PHASE: __________; H.P.: __________;

PUMPS SHALL BE:

GENERAL NOTES:

PANEL

CONTROL

SWEEP ELBOWS

(2 EACH) (10' APART)

25 OHM MAX. GROUND RODS

ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL.

HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER,

MM, SPEED: _________ RPM; DISCHARGE SIZE: ________ IN.; VOLTAGE: _________;

MANUFACTURER: FLYGT______; MODEL: ___________; IMP: ________; DIA: _______;

TO ACCOMMODATE FLOW METER OR

PER NOTE *4

VALVE BOX SHALL BE ENLARGED

6"H**6"

VALVE VAULT

M I N

DRAIN

3" G.I.

FLOOR

M I N

PLUG VALVE

2"

(TYP)

COUPLINGS

FLEXIBLE

N.T.S.

PLAN VIEW

2' MIN

STANDARD FLANGED TEE

PLUG VALVE W/ 3" CAM-LOCK

AND RECESSED HANDLE (SEE NOTE 8)

ALUMINUM ACCESS HATCH W/ LOCKSET

WITH STAINLESS STEEL

CAPPED NIPPLE AND VALVE

DISCONNECT

PIPE (SCH. 80)

3" GALVANIZED

100 AMP SERVICE

HOSE BIBB W/R.P.Z.

CONCRETE

ENCASED IN

ELEV. Y

M

I N

M

I N

ELEV. AT

CONST.

INCOMING

POWER

7"

M I N

ELEV. W

ELEV. V

ELEV. X

ELEV. U

4"

4"

2"

*4 - 6"

O.C.E.W.

H D

P E

LAG PUMP ON

LEAD PUMP ON

HIGH LEVEL ALARM

BOTH PUMPS OFF

F L

A N

G E

D

O

N L

Y

F A

C T

O R

Y

T

H R

E A

D E

D

12"MIN

7"

NOTE 8

10"

11.5"

6'-0"

NOTE 8

4.25"

6'-0"

6'-0"

DIM F

DIM K

ELEV. T

DIM J

DIM H

DIM G

DIM E

DIM C

DIM B

DIM D

PUMPING

STATIONS

DIM A

ELEV. Y

ELEV. Z

ELEV. X

ELEV. W

ELEV. V

ELEV. U

M I N

9"

MIN

TO EXTEND 7" INTO BASE

STAINLESS STEEL ANCHOR BOLTS

MIN. 3/4 DIA. x 11"

* PER PUMP MANUFACTURERS REQUIREMENT

DRAIN. SLOPE OUTLET

PVC PIPE 3" FLOOR

PIPE 1/2" PER FOOT WITH

CHECK VALVE W/LEVER OPERATOR

2 - * 4 BARS

PRESSURE GUAGE

PLUG VALVE

(RESTRAINED JOINT)

PET COCK VALVE

DUCTILE IRON PIPE

DIMENSIONS

3"

G

F

B

E E

D D

HATCH W/LOCKSET &

4" D.I. VENT WITH VENT CAP

CABLE HOLDER

ALUMINUM ACCESS

ACCESS OPENING

GROUT

ELEV. Z

45°

C

2" DIA. SCH. 40-304

FOR CLARITY

SHOWN ROTATED 90°

LIFTING CHAIN WITH 12" 316

STAINLESS STEEL PIPE

316 STAINLESS STEEL GRIP EYE

POWER CABLE

ELEV. T

LIQUID LEVEL

4-20MA O-10 PSI

12"

A

N.T.S.

3"

GRAVEL

*6 -12 O.C. E.W.

PUMP STATION DETAILS

PLANS, SECTION, AND NOTES

SECTION VIEW

TELEMETRY AND MONITORING SYSTEM

INSTALLATION DETAIL

WITH BYPASS

EXIST. GRADE

BACKFLOW PREVENTER

FLAP VALVE

SHALL BE EPOXY COATED

PUMP STATION CONTROL PANEL - RADIO

SERVICE ENTRANCE RISER

N.T.S.

METER BASE

CONTROL

PANEL

METER

FPL

SERVICE

DISCONNECT

WASTEWATER PUMP

TRANSDUCER

SERVICE POINT V, __ PH, 60 HZ.

TO POWER CO.

3" CONDUIT

ALARM

LIGHT

3/4" CONDUIT

COAX CABLE - 1/2" GRS.

SECURELY ATTACH TO

MAST AS REQUIRED

LIGHTNING PROTECTION

UNIT BY INSTR. SUPPLIER,

BOND TO GROUND GRID.

ROUTE TO RTU.

SUPPORT AS REQ.D

ANTENNA MOUNTING

HEIGHT TO BE

DETERMINED BY

INSTR. SUPPLIER

#2/0 AWG. BARE

COPPER, BOND TO

GROUND GRID

CONCRETE BASE

(CONFIRM BASE

MOUNTING DETAIL)

NOTE:

1. ALL HARDWARE SHALL BE

STAINLESS STEEL.

N.T.S.

MAST INSTALLATION

RTU ANTENNA &

6" THICK

CONCRETE PAD

CONC.

CONC.

CONC.

1-1/2" MIN MOUNTING STRUT

ROUTE TO

SEAL OFF

MOTOR CONDUCTOR

CONDUIT 2" SCH. 80

PVC (SEE NOTE 2)

CONTROL CONDUIT

2" SCH. 80 PVC

SECURE HOSE BIBB TO

ANTENNA

ALARM BELL/HORN

PIPE MOUNTED ALARM LIGHT

BEHIND PANEL

GALVANIZED PIPE WITH

STAINLESS STEEL CHAIN

OPERATING CONDITIONS:

WITH A MINIMUM SIZE OF 48 INCHES BY 48 INCHES INTERIOR DIMENSION.

POINT

D.O.C.

MAX.

GPM TDH (FEET)

0.0

100 YEAR FLOOD ELEVATION=

CHECK VALVE

16"

36"

48"

ROHN 25G COMMUNICATIONS

STRUCTURE ON TRIPOD BASE

MIN.

3-6

DIAMETER

(INCHES)

HEIGHT (FEET)

THICKNESS (INCHES)

WET WELL AND VALVE VAULT LINER

26-3521-257-12 13-20

6"

12"

4"

12"

12"

12"

12"

6"

12"

6"

RECESSED HANDLE

STAINLESS STEEL FLAPPER

2' MAX

12" MIN

WET WELL AND VALVE VAULT SHALL HAVE AN INTEGRAL INTERIOR LINER

AS SPECIFIED IN SECTION OF THE UTILITY STANDARDS MANUAL.

MATERIAL MANUFACTURER

EMERGENCY GENERATOR RECEPTACLE

SHALL BE CROUSE-HINDS

MODEL AR1047 100 AMP.

STAINLESS STEEL STRAPS

OUTLINE OF

ANTENNA

TRANSDUCERS

8"

6.

7.

9.

8.

1.

2.

3.

4.

5.

OIL-FILLED PRESSURE GAUGE

12"x12"x4" CONCRETE PAD

VALVE LID SHALL BE LABELED

"SEWER" AND SET IN

PLUG VALVE

180° FROM CONTROL PANEL

STAINLESS STEEL

PLUG VALVE

"SEWER" AND SET IN

VALVE LID SHALL BE LABELED

12"x12"x4" CONCRETE PAD

AND WALL OF WELL

4" MINIMUM BETWEEN 90° FLANGE

OUT CONNECTION

EMERGENCY PUMP

SEE NOTE 21

CORE & BOOT

12"

STAINLESS STEEL

U-CLAMP ANCHORED

TO WALL

(MJK OR EQUAL)

LIFT STATION NOTES:

1. TCU TELEMETRY MANUFACTURED BY DATA FLOW SYSTEMS, INC. SHALL BE

FURNISHED INCLUDING TRANSIENT FILTER SHIELD OR T.F.S.

2. GUIDE/LIFT RAILS SHALL BE 2" STAINLESS STEEL PIPE.

3. PUMPS SHALL BE FLYGT OR EQUIVALENT (TO BE APPROVED IN WRITING BY THE CITY

ENGINEER).

4. ALL EXPOSED METAL SHALL BE PRIMED WITH TWO (2) COATS OF EXTERIOR ENAMEL

PAINT.

5. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL . TAR INSIDE AND OUT

(TWO COATS ; 9 MILS EACH) EACH JOINT TO BE WRAPPED WITH WRAPID SEAL OR

EQUIVALENT.

6. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN.

7. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT.

SHALL BE MADE WEATHER TIGHT WITH ALL SLEEVES OR NON-SHRINK GROUT.

8. VALVE BOX SHALL BE MIN. 6'x6' SQUARE.

9. PANEL SHALL BE STAINLESS STEEL & MIN. SIZE OF 2' X 3'.

10. POTABLE WATER SUPPLY WITH HOSE BIB & REDUCED PRESSURE BACK FLOW

PREVENTER (TO BE FIELD LOCATED).

11. CHECK VALVES SHALL BE LEVER AND SPRING TYPE, WITH CONTROL VALVE ARMS

FACING CENTER OF VAULT, AS MANUFACTURED BY KENNEDY OR APPROVED EQUAL.

12. PLUG VALVE SHALL BE DEZURIK OR APPROVED EQUAL.

13. WET WELL & VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 STAINLESS STEEL

HARDWARE AND RECESSED LOCK BRACKET SIZED AS REQUIRED BY PUMP

MANUFACTURER.

14. FACE CONTROL PANEL AWAY FROM WET WELL OPENING.

15. CONDUIT TO WET WELL SHALL BE EXPLOSION PROOF SEALED.

16. ACCESS TO THE CONTROL PANEL, WET WELL, AND VALVE BOX SHALL BE PAD LOCKED.

17. REINFORCED PRE CAST WET WELL AND VALVE BOX.

18. CONCRETE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-913

& C-890, DESIGN FOR H-20 TRUCK LOADING.

19. ALL FASTENERS (NUTS AND BOLTS) IN WELL OR VALVE VAULT SHALL BE 316

STAINLESS STEEL.

20. AN RPZ BACK FLOW PREVENTER IS REQUIRED ON POTABLE WATER LINE.

21. PUMP OUT CONNECTION SHALL BE 12" FROM BOTTOM OF WET WELL & SHELL BE 4" FOR 6' DIM

WELLS & 6' FOR OVER 6' WELLS W/ SAME SIZE CAM-LOCKS.

EMERGENCY PUMP

OUT CONNECTION

SCH 80 PVC PIPE

EMERGENCY PUMP

CONNECTION

S U

B M

E R

S I B

P

U M

P

S

T A

T I O

N P

L A

N

S

E C

T I O

N

A

T

E S

C I T

Y

O

F

C

A S

S E

L B

E R

R Y

E N

G I N

E E

R I N

G

D

I V

I S

I O

N

I P

L E

T

L

A K

E

D

R V

I E

C A

S S

E L

B E

R R

Y

F

L

G E

N E

R A

L

D E

T A

F I G

D A

T E

2" SCH 80 PVC

2" SCH 80 PVC

M

I N

M

I N

SEE NOTE #4

SPD

A A

PANEL INSTALLATION NOTES:

1. PUMP MOTOR CONDUIT SHALL BE SIZE TO ACCOMMODATE 40% CONDUIT FILL. MINIMUM

CONDUIT SIZE TO BE 2" SCH 80 PVC.

2. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE

3-PHASE, FROM A 3-PHASE SOURCE ONLY.

3. AN ELECTRICAL GROUNDING SYSTEM SHALL BE INSTALLED AS PER THE NATIONAL

ELECTRICAL CODE, LOCAL CODES AND ORDINANCES, AN UNDERGROUND PERIMETER

CABLE GROUNDING SYSTEM SHALL BE INSTALLED WITH CONNECTIONS TO AT LEAST

WET WELL COVER, VALVE VAULT COVER, CONTROL PANELS, GENERATOR, UTILITY

COMPANY TRANSFORMER, MANUAL DISCONNECT SWITCH, AND METAL FENCE. SEE

GROUNDING DETAILS.

4. THE STATION NAME, I.D. NUMBER, AND ADDRESS SHALL BE AFFIXED

TO THE FRONT OF THE METER CABINET.

5. ALL MOUNTING HARDWARE & BRACKETS AND ELECTRICAL ENCLOSURES SHALL BE 316

STAINLESS STEEL.

6. THE SCADA PANEL IS SHOWN FOR INFORMATION ONLY AND WILL BE INSTALLED IN THE

FUTURE (BY OTHERS).

CONTROL PANEL

SCADA PANEL (FUTURE)

3" 316 S.S. PIPE (SCH 40)

VIEW A-A

1-1/2" MIN. MOUNTING BRACKET

WITH PROTECTIVE CAP

RIGID ALUMINUM

ENCASED IN CONCRETE

(12 Ø TYP)

INCOMING POWER FROM UTILITY POINT

OF SERVICE (MINIMUM 2" SCH 80 PVC)

SWEEP ELBOWS (TYP)

MINIMUM 2" SCH 80 PVC

5 OHM MAX. GROUND RODS (10' APART)

CONTROL CONDUIT

2" SCH 80 PVC

MOTOR CONDUCTOR CONDUIT

2" SCH 80 PVC (SEE NOTE #1)

FROM CONTROL PANEL

SEAL OFF - TYPE ESYR

(TYP)

S.S. PIPE CAP

(TYP)

316 S.S. METER BASE

WITH BY-PASS

UTILITY POWER

DISCONNECT

UTILITY

DISCONNECT

METER

MAIN

BREAKER

SCADA PANEL (FUTURE)

3-1" SCH 80 PVC

TO ANTENNA POLE

FRONT VIEW

NTS

FINISHED GRADE

CONTROL PANEL

SPD

PUMP STATION CONTROL PANEL (480V)

FRONT & PLAN VIEW

CITY OF CASSELBERRY

ENGINEERING DIVISION

95 TRIPLET LAKE DRVIE

CASSELBERRY, FL 32707

FILE NAME:

GENERAL

FIG. 35

MCB MB1

MB2

MS1

MS2

OL

OL

3O

60Hz

PB

N

ECB

230V

GR

A

B

C

GENERATOR

RECEPTACLE

F6

F7

1A

1A

1A

F5

TERMINAL

STRIP

P2

P

U

C

DFS

STRIP

TERMINAL

P1

BATTERY

(BACKUP)

12VDC

MS1A

MS2A

LEAD

LAG

(4)

(2)

MS1 OL

MS2

C

C

OL

A1 A2

FL

A4

AB

ASB

(1)

TTS

ALARM

(3)

TTS

AL

A3

UNPROTECTED

321 4

10A

CB

DFS

PROTECTED

OUTPUT

INPUT

3 4

CCB 15A

F3 F1

1A

TERMINAL

STRIP

15A

TFS

DRB

GFDR

ALARM STRIP

3.5" MIN.

PUMP

SUBPANEL LAYOUT

GNDGND

TTS

C C

B

D R

B

MS1

TFS

12VDC

BATTERY

CTRL.

UNIT

MS2

MB1 MB2

ECB

NEUTRAL

GND

MECHANICALLY

INTERLOCKED

F2

BPR

WHITE

(7)

FR4

(8)

(5)

FR3

(6)

(3)

FR2

(4)

(1)

FR1

(2)

OFF

OUTER DOOR REMOVED TO SHOW DEADFRONT LAYOUT

GENERATOR RECEPTACLE

NEMA TYPE 3R S.S. ENCL. WITH CONTINUOUS HINGE

TRANSFORMER

THERMAL TERMINAL STRIP

TERMINAL BLOCK

RELAY

PUMP CONTROL UNIT

OVERLOAD

MOTOR STARTER

MAIN CIRCUIT BREAKER

MOTOR BREAKER

TYPICAL, ACTUAL LAYOUT MAY VARY WITH HORSEPOWER

FLOAT REGULATORFR

TTS

GFDR GROUND FAULT…