CONSTRUCTION DETAIL MANUAL - D.N. Higginsdnhiggins.com/docs/STOF DETAIL BOOK.pdf1050 GALLON DUAL...

FILE NAME: 00-COVER.DWG

DATE ISSUED: MAY 6, 2014

THE SEMINOLE TRIBEOF FLORIDA

CONSTRUCTION DETAILMANUAL

INDEX OF SHEETSSheet# Sheet Title

01 COVER

CURB DETAILS

C-01 Edge Curb

C-02 6 in. Header Curb

C-03 Type 'D' Curb

C-04 Drop Curb

C-05 Type 'F' Curb

C-06 Type 'F' Spill-Out Curb

C-07 Miami Curb

C-08 Miami Spill-Out Curb

C-09 Trench Curb

C-10 Valley Gutter

C-11 Transition Curb Detail Miami To Type 'F'

C-12 Transition Curb Detail Type 'D' to Type 'F'

GRADING DETAILS

G-01 TYPICAL 'A' LOT GRADING DETAIL

G-02 TYPICAL 'B' LOT GRADING DETAIL

G-03 TYPICAL 'C' LOT GRADING DETAIL

G-04 TYPICAL SIDE YARD SWALE

G-05 REAR YARD SWALE BLOCK DETAIL

HANDICAP DETAILS

HC-01 Curb Ramps at Marked Crossings (1 of 2)

HC-02 Curb Ramps at Marked Crossings (2 of 2)

HC-03 Access Aisle At Loading Zones

HC-04 Parking Lot Island Detail (1 of 2)

HC-05 Parking Lot Island Detail (2 of 2)

HC-06 Sample Building Handicap Accessibility Plan

HC-07 Curb Handicap Ramp With Handrail Detail

HC-08 Sidewalk Handicap Ramp Detail (1 of 3)



HC-11 Returned Curb Handicap Detail

HC-12 Curb Cut Ramp Detail (1 OF 2)

HC-13

HC-14 FLARED HANDICAP RAMP DETAIL

HC-15 HANDICAP PARKING RAMP DETAIL

ROADWAY DETAILS

R-01 JACK & BORE DETAIL

R-02 BRICK PAVER DETAIL

R-03 CONCRETE CHANNEL DETAIL

R-04 CONCRETE PAVEMENT DETAIL

R-05 TYPICAL CONCRETE SIDEWALK DETAIL

R-06 DRIVEWAY CONSTRUCTION DETAIL

R-07 PIPE BOLLARD DETAIL

R-08 PAVEMENT REPAIR DETAIL

R-09 CONCRETE PAVEMENT JOINTING DETAIL (1 0F3)

R-10 CONCRETE PAVEMENT JOINTING DETAIL (2 OF3)

R-11 CONCRETE PAVEMENT JOINTING DETAIL (3 OF3)

R-12 CUL-DE-SAC DETAIL

R-13 CONCRETE WHEEL STOP DETAIL

R-14 FLUSH PAVEMENT AT SIDEWALK DETAIL

STORM DRAINAGE DETAILS

SD-01 TYPICAL GRADING AND DRAINAGE LEGEND

SD-02 TYPE C DITCH BOTTOM INLET DETAIL

SD-03 TYPE 9 CURB INLET TOP DETAIL

SD-04 TYPE D DITCH BOTTOM INLET DETAIL

SD-05 TYPE E DITCH BOTTOM INLET DETAIL

SD-06TRAVERSABLE SLOT FOR DITCH BOTTOMINLETS (1 of 2)

SD-07TRAVERSABLE SLOT FOR DITCH BOTTOMINLETS (2 of 2)

SD-08 CONCRETE CHANNEL DRAIN

SD-09 EXFILTRATION TRENCH DETAIL

SD-10 POLLUTION RETARDENT BAFFLE DETAIL

SD-11 ROADWAY UNDERCUT DETAIL

SD-12 ROOF DRAIN DOWNSPOUT CONNECTION

SD-13 YARD DRAIN DETAIL

SD-14 STANDARD PIPE BEDDING DETAIL

SD-15 STORM DRAIN PIPE MATERIALS

SD-16 STRUCTURE PIPE GROUTING DETAIL (1 of 2)

SD-17 STRUCTURE PIPE GROUTING DETAIL (2 of 2)

SD-18 STORM SEWER MANHOLE DETAIL

SD-19 STORM SEWER DOGHOUSE MANHOLE DETAIL

SD-20 R.C.P. FLARED END SECTION DETAIL

SD-21 MITERED END SECTION DETAIL (1 OF 2)

SD-22 MITERED END SECTION DETAIL (2 OF 2)

SD-23STORM SEWER STRUCTURE BOTTOMS TYPE JAND P (1 OF 2)

SD-24STORM SEWER STRUCTURE BOTTOMS TYPE JAND P (2 OF 2)

SD-25 PRECAST INLET TOP ADJUSTMENT DETAIL

SD-26 TYPE V INLET DETAIL

SD-27 SILT FENCE AND EROSION CONTROL DETAIL

SD-28 DROP INLET SEDIMENT FILTER DETAIL

SD-29 CURB INLET SEDIMENT FILTER DETAIL

SD-30 GRAVEL CONSTRUCTION ENTRANCE DETAIL

SD-31 TEMPORARY PIPE END SEDIMENT PROTECTIONDETAIL

SD-32 SAMPLE EROSION AND SEDIMENT CONTROLPLAN DETAIL

SIGNAGE AND MARKING DETAILS

SM-01 HANDICAP SIGN DETAIL (1 OF 2)

SM-02

SM-03 STOP SIGN DETAIL

SM-04 PARALLEL PARKING STRIPING DETAIL

SM-05 PARKING LOT STRIPING DETAIL

SM-06 PEDESTRIAN CROSSING DETAIL

SM-07 ANGLE PARKING DETAIL

SM-08 PARKING DETAIL

SM-09 ROAD HUMP SIGNING AND MARKING DETAIL

SM-10 SITE LIGHT DETAIL

SM-11 HANDICAP PARKING STRIPING DETAIL

SANITARY SEWER DETAILS

SS-01 SANITARY LEGEND

SS-02 FORCE MAIN AIR RELEASE VALVE DETAIL

SS-03 SANITARY SEWER SINGLE SERVICE

SS-04 SANITARY SEWER DOUBLE SERVICE

SS-05 CONNECTION TO EXISTING SEWER LATERALDETAIL

SS-06 SANITARY SEWER PRECAST MANHOLE DETAIL

SS-07 SANITARY PRECAST 'DOGHOUSE' MANHOLEDETAIL

SS-08 STANDARD DROP MANHOLE CONNECTION

SS-09 TYPICAL INVERT DETAIL

SS-10 CLEAN-OUT DETAIL (6 IN. & SMALLER MAINS)

SS-11 CLEAN-OUT (8 IN. MAIN)

SS-12 STANDARD BEDDING DETAIL NORMALCONDITIONS

SS-13 FORCE MAIN MANHOLE TERMINATION DETAIL

SS-14 300 GALLON SINGLE COMPARTMENT SEPTICTANK WITH TRAFFIC LID

SS-15 1050 GALLON DUAL COMPARTMENT SEPTICTANK WITH TRAFFIC LID

SS-16 DUMPSTER PAD DRAIN DETAIL

SS-17 WASTEWATER LIFT STATION DETAIL (1 OF 3)



WATER DETAILS

W-01 WATER LEGEND

W-02 TYPICAL UTILITY NOTES (1 OF 3)



W-05 UTILITY DEFLECTION DETAIL

W-06 WATER SERVICE DETAIL

W-07 2 IN. BLOW-OFF DETAIL

W-08 4 IN. BLOW-OFF DETAIL

W-09 PIPE JOINT THRUST RESTRAINT DETAIL (1 OF 2)

W-10 PIPE JOINT THRUST RESTRAINT DETAIL (2 OF 2)

W-11 GATE VALVE & BOX DETAIL

W-12 TAPPING SLEEVE & VALVE DETAIL

W-13 WATER SERVICE LOCATING WIRE DETAIL

W-14 FIRE HYDRANT ASSEMBLY DETAIL

W-15 TYPICAL LOT WATER METER ASSEMBLY DETAIL

W-16 COMMERCIAL WATER METER ASSEMBLYDETAIL

W-17 1 IN. COMMERCIAL WATER METER ASSEMBLYDETAIL

W-18 1.5 IN. COMMERCIAL WATER METERASSEMBLY DETAIL





W-23 IRRIGATION METER ASSEMBLY DETAIL

W-24 1 IN. IRRIGATION METER ASSEMBLY DETAIL

W-25 1.5 IN. IRRIGATION METER ASSEMBLY DETAIL





W-30 TEMPORARY JUMPER DETAIL

W-31 BACKFLOW PREVENTER ASSEMBLY DETAIL

FILE NAME: C-CURB DETAILS.DWG

LATEST REVISION DATE : 5/6/13

6"

7-1/2"

6"

1/4"

OPTIONALSIDEWALK

1/2" BITUMINOUS COATEDEXPANSION JOINT & JOINT

SEALANT (TYP)

EDGE CURB

3000 PSI CONCRETE-BROOM FINISH EXPOSEDSURFACE, SAW 1

4" JOINTS @ 8'-0" O.C.

R3/4" (TYP.)

DEPTH OF SAWCUT2 1/2" MIN.

ASPHALT

BASE

SUBGRADE

NOT TO SCALE

C-01


6"

6"

6"

1'-6"

R3/4"OPTIONALSIDEWALK

1/2" BITUMINOUS COATEDEXPANSION JOINT & JOINTSEALANT (TYP)

3000 PSI CONCRETE-BROOM FINISHEXPOSED SURFACE, SAW 1/4" JOINTS@ 8'-0" O.C.


ASPHALT

BASE

SUBGRADE

6 IN. HEADER CURB

NOT TO SCALE

C-02



6"

8"

6"

6"

R2"

1'-6"

OPTIONALSIDEWALK

1/2" BITUMINOUS COATEDEXPANSION JOINT & JOINT

SEALANT (TYP)

3000 PSI CONCRETE-BROOMFINISH EXPOSED SURFACE,SAW 1/4" JOINTS @ 8'-0" O.C.


ASPHALT

BASE

SUBGRADE

R 3/4"

TYPE 'D' CURB

NOT TO SCALE

C-03



6-1/4"

2'-0"

7-1/2"

1/4"

10"

6"

R3/4" (TYP.)

SLOPE TO FITDRIVEWAY



ASPHALT

BASE

SUBGRADE

*WHEN USED ON HIGH SIDE OF ROADWAYS, THECROSS SLOPE OF THE GUTTER SHALL MATCH THECROSS SLOPE OF THE ADJACENT PAVEMENT. THETHICKNESS OF THE LIP SHALL BE 6", UNLESSOTHERWISE SHWON ON PLANS.

*

6 IN. HEADER CURB

NOT TO SCALE

C-02



6"

6"

6"

8"

2'-0"

R3/4"

1/4"

7-1/2"

6"

R3"R2"OPTIONALSIDEWALK



DEPTH OF SAWCUT

ASPHALT

BASE

SUBGRADE

5" MAX.3 1/2" MAX.

TYPE 'F' CURB

NOT TO SCALE

C-05



6"

6"

6"

1'-6"

2'-0"

6"

6"

R3"R2"OPTIONALSIDEWALK

3000 PSI


3000 PSI CONCRETE-BROOMFINISH EXPOSED SURFACE,SAW 1/4" JOINTS @ 8'-0" O.C.DEPTH OF

SAWCUTASPHALT

BASE

SUBGRADE

3 1/2" MAX.

R3/4"

TYPE 'F' SPILL-OUT CURB

NOT TO SCALE

C-06



6"

R3/4"(TYP)9" 7-1/2"

1/4"

2'-0"

6"

1'-0"OPTIONALSIDEWALK




ASPHALT

BASE

SUBGRADE

MIAMI CURB

NOT TO SCALE

C-07



6"

R3/4"(TYP)9" 6"

1/4"

2'-0"

1'-0"

OPTIONALSIDEWALK

1/2" BITUMINOUS COATEDEXPANSION JOINT & JOINTSEALANT (TYP) 3000 PSI CONCRETE-BROOM

FINISH EXPOSED SURFACE,SAW 1/4" JOINTS @ 8'-0" O.C.


ASPHALT

BASE

SUBGRADE

MIAMI SPILL-OUT CURB

NOT TO SCALE

C-08



A AB

C

B

C

1/2"

EX

P. J

OIN

T1'

-10"

1'-2

"

CU

RB

AN

DG

UTT

ER

VA

LLE

YG

UTT

ER

SE

CTI

ON

B-B

7-1/

2"

1'-2

"1'

-10"

1'-6

"6"

6"1'

R2"

R3"

7-1/

2"6-

1/4"

8"5'

-0"

SE

CTI

ON

A-A

3'

7-1/

2"

1'-2

"1'

-10"

7-1/

2"

R3/

4"

7-1/

2"

1'-2

"1'

-10"

6"R

2"R

3"

6-1/

4"6"

1'

R3/

4"

3'-6

"

SE

CTI

ON

C-C

12"

MIN

.6-

1/4"

RA

DIU

S A

S S

HO

WN

ON

PLA

NS

3000

PS

I CO

NC

RE

TE.

SA

W 1

/4" J

OIN

TS A

T 8'

-0"

O.C

. BR

OO

M F

INIS

HE

XP

OS

ED

SU

RFA

CE

, TY

P.

R3/

4"

DE

PTH

OF

SA

WC

UT

2 1/

2" M

IN.

3 1/

2" M

AX

.

*WH

EN

US

ED

ON

HIG

H S

IDE

OF

RO

AD

WA

YS

, TH

E C

RO

SS

SLO

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THE

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R S

HA

LL M

ATC

H T

HE

CR

OS

S S

LOP

EO

F TH

E A

DJA

CE

NT

PA

VE

ME

NT.

TH

E T

HIC

KN

ES

S O

F TH

E L

IPS

HA

LL B

E 6

", U

NLE

SS

OTH

ER

WIS

E S

HW

ON

ON

PLA

NS

.8"

DE

PTH

OF

SA

WC

UT

2 1/

2" M

IN.

DE

PTH

OF

SA

WC

UT

2 1/

2" M

IN.

*

*

VALLEY GUTTER

NOT TO SCALE

C-09



PAVEMENT

6' TRANSITION CURBMIAMI CURB TYPE F CURB

FLOW LINE BACK OF CURB

2'

TRANSITION CURB DETAIL MIAMI TO TYPE 'F'

NOT TO SCALE

C-10



PAVEMENT

TYPE D CURB TYPE F CURB

BACK OF CURB

180° TRANSITION

FLOW LINE

6' TRANSITION CURB

6"

2'

TRANSITION CURB DETAIL TYPE 'D' TO TYPE 'F'C-11

LATEST REVISION DATE : 5/6/13 NOT TO SCALE

FILE NAME: G-GRADING DETAILS

FINISH FLOOR ELEVATIONAT +1.50' MIN ABOVE ROAD

CENTERLINE (HIGH SIDE)

FINISH FLOOR -8"ABOVE SWALE HIGH POINT

RESIDENCE

MIAMI CURB

SLOPE VARIES

DRIVEWAY10% MAX. SLOPE

4:1 SLOPEMAXIMUM

SLOPEVARIES

ADJACENT HOUSESLAB ON HIGH SIDE

SEE SIDEYARDSWALE DETAIL

TYPICAL 'A' LOT GRADING DETAILG-01




4:1 SLOPEMAXIMUM


FINISH FLOOR ELEVATIONAT +1.50' MIN. ABOVE ROAD


RESIDENCE


SLOPE VARIES

MIAMI CURB

0% SLOPE AT CREST ONLY

4:1 SLOPEMAXIMUM

SLOPEVARIES


TYPICAL 'B' LOT GRADING DETAILG-02



FINISH FLOOR ELEVATIONAT +1.50' MIN. ABOVE ROAD



RESIDENCE


SLOPE VARIES

MIAMI CURB

SLOPEVARIES

4:1 SLOPEMAXIMUM



TYPICAL 'C' LOT GRADING DETAILG-03



3'

RESIDENCE

RESIDENCE

3'

RESIDENCE

RESIDENCE

3'

RESIDENCE

RESIDENCE

PR

OP

ER

TY L

INE

3' 4:1 MAX

SLOPE

MIN SETBACK

TYPICAL SIDE YARD SWALEG-04



5' VARIES

12"

5 MAX.

1

5

1

REAR YARD INLET

REAR YARD SWALE BLOCK DETAILG-05


FILE NAME: HC-HANDICAP DETAILS.DWG

48" MIN.

24" MIN.

F.B.C.11-4.7.10 DIAGONAL CURB RAMPS:

IF DIAGONAL (OR CORNER TYPE) CURB RAMPS HAVERETURNED CURBS OR OTHER WELL-DEFINEDEDGES, SUCH EDGES SHALL BE PARALLEL TO THEDIRECTION OF PEDESTRIAN FLOW. THE BOTTOM OFDIAGONAL CURB RAMPS SHALL HAVE 48 INCH (1220mm) MINIMUM CLEAR SPACE AS SHOWN. IFDIAGONAL CURB RAMPS ARE PROVIDED AT MARKEDCROSSINGS, THE 48 INCH (1220 mm) CLEAR SPACESHALL BE WITHIN THE MARKINGS. IF DIAGONALCURB RAMPS HAVE FLARED SIDES, THEY SHALLALSO HAVE AT LEAST A 24 INCH (610 mm) LONGSEGMENT OF STRAIGHT CURB LOCATED ON EACHSIDE OF THE CURB RAMP AND WITHIN THE MARKEDCROSSING.

FLARED HANDICAP RAMPWITH TRUNCATED DOMESEE DETAIL HC-14

12" SOLID WHITECROSSWALKSTRIPING

CURB RAMPS AT MARKED CROSSINGS (1 OF 2)HC-01



F.B.C.11-4.7.9 LOCATION AT MARKED CROSSINGS:

CURB RAMPS AT MARKED CROSSINGS SHALL BEWHOLLY CONTAINED WITHIN THE MARKINGS,EXCLUDING ANY FLARED SIDES.

FLARED HANDICAPRAMP WITH

TRUNCATED DOME.SEE DETAIL HC-14

12" SOLID WHITECROSSWALK

STRIPING

CURB RAMPS AT MARKED CROSSINGS (2 OF 2)HC-02



12'

3'

20' MIN.

5'

ACCESS AISLEMAX. 2% SLOPE

ALL DIRECTIONS

TRUNCATED DOMEDETECTABLE WARNING *

PAVEMENT FLUSHWITH ACCESS AISLECAR STOPPING AREA - MAX. 2%

SLOPE IN ALL DIRECTIONS

* DETECTABLE WARNING MUST EXTEND BEYOND 20' MIN. UNTIL THERE IS A DISCERNABLE DIFFERENCE IN ELEVATIONBETWEEN THE SIDEWALK AND PAVEMENT

ACCESS AISLE AT LOADING ZONESHC-03



24'

20'20'

VARIES 10' MIN.

3' TYP.

5' TYP.

20'R.

3'R.

20'R.

5'

12'

CONCRETE

12" WHITESTRIPES

STRIPED CROSSWALK

36" TRUNCATED DOMEDETECTABLE WARNING

PARKING LOT ISLAND DETAIL (1 OF 2)HC-04



20' R.

5'

12'

3' R.

20'

3' TYP.

5' TYP.

36" TRUNCATED DOMEDETECTABLE WARNING

STRIPED CROSSWALK

12" WHITESTRIPES

CONCRETE

PARKING LOT ISLAND DETAIL (2 OF 2)HC-05



NOTES:1. CURB RAMPS MUST BE LOCATED OUTSIDE OF DISABLED PARKING SPACES AND ACCESS

AISLES.2. MAXIMUM SLOPES OF ADJOINING GUTTERS, SIDEWALKS AND ROAD SURFACES

IMMEDIATELY ADJACENT TO CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED1:20.

3. ACCESSIBLE ROUTE WITH SLOPE GREATER THAN 1:20 IS CONSIDERED A RAMP.4. MAXIMUM SLOPE OF RAMP 1:12. MAXIMUM RISE OF RAMP 30" WITHOUT A LANDING.5. RAMP LANDINGS SHALL BE NOT LESS THAN 60" CLEAR AND BOTTOM OF RAMP SHALL

HAVE NOT LESS THAN 72" OF STRAIGHT AND LEVEL CLEARANCE.6. IF RAMP CHANGES DIRECTION A 5'x5' LANDING IS REQUIRED.7. HANDRAILS REQUIRED ON RAMPS WITH A RISE GREATER THAN 6" OR LENGTH GREATER

THAN 6'. NOT APPLICABLE FOR CURB RAMPS.

MIN. 10' SIDEWALK IF FLAREDHANDICAP RAMP MAX. SIDEWALKCROSS SLOPE IS 1%

MAX. 1:20 (5%)LONGITUDINAL

SLOPE

MAX. 2% CROSS SLOPE,MIN. 5' WIDTH

MAX. 2% SLOPE

ACCESSIBLEROUTE

EMERGENCY EGRESS ROUTE(MUST BE HANDICAP ACCESSIBLE).

SAMPLE BUILDING HANDICAP ACCESSIBILITY PLANHC-06



8"

112

MIN. 48"(SEE

BUILDINGPLAN)

SLOPE

SIDEWALK(SEE PLAN)

SECTION

PLAN VIEW

12"

34"

44" MIN.

VARIES

STRIPED CROSS-WALK(IF CROSSING

VEHICULAR TRAFFIC)

FINISHEDSIDEWALK

FINISHEDPAVING

TRUNCATED DOMEDETECTABLE WARNING

STAINLESS STEEL ORALUMINUM RAILING@ SLOPE OF RAMP

MAX. DIA. 1-1/2"

CURB HANDICAP RAMP WITH HANDRAIL DETAILHC-07


2'


4"

6"

6"

PAVEMENT

5' TYP

TOP OF RAMP

BOTTOM OF RAMPBOTTOM OF RAMPTOP OF RAMP

CONSTRUCT LANDINGIF CHANGE IN

DIRECTION OR IF RAMPEXCEEDS 30 FEET

MAX. SLOPE 1:12

NOTE: INSTALL TOOLED RADIUSON ALL EXPOSED EDGES SIMILAR

AS SHOWN ON CURB DETAIL

CONCRETE SIDEWALKSECTION 1:20 MAX

2' LANDING (FLAT) WITHTRUNCATED DOMEDETECTABLE SURFACE(TYP)

MONOLITHIC CONCRETEHANDICAP RAMP (3000 PSI)

CONCRETE CURB

5 1/4"

SIDEWALK HANDICAP RAMP DETAIL (1 OF 3)HC-08



5'

LANDING

5'

6' MAX

4"

6"

5 1/4"

PAVEMENT

TOP OF RAMP

TOP OF RAMP

CONSTRUCT LANDINGIF CHANGE IN

DIRECTION OR IF RAMPEXCEEDS 30 FEET

CONCRETESIDEWALK SECTION

1:20 MAX

2' LANDING (FLAT) WITHTRUNCATED DOMEDETECTABLE SURFACE (TYP)


CONCRETE CURB

NOTE: INSTALL TOOLEDRADIUS ON ALL EXPOSED

EDGES SIMILAR AS SHOWNON CURB DETAIL

MAX. SLOPE 1:12




5' MIN.

CONCRETE CURB


TRUNCATED DOMEDETECTABLE SURFACE (TYP)

NOTE: INSTALL TOOLEDRADIUS ON ALL EXPOSED

EDGES SIMILAR AS SHOWNON CURB DETAIL

CONCRETE SIDEWALKSECTION 1:20 MAX.

MAX. SLOPE 1:12

RAMP AND SIDEWALK CURB



2'


ASPHALTIC CONCRETE12"

4"

LANDSCAPE AREA

8'-0"

LANDSCAPE AREA

EXPANSIONJOINT

2' LANDING (2% MAX.)WITH TRUNCATED DOMEDETECTABLE SURFACE

EXPANSION JOINT

CURB

CONCRETE SIDEWALK

PROVIDE 5' SQUAREMINIMUM LANDING ATTOP OF RAMP FORCHANGE IN DIRECTION

EXPANSION JOINT

4"

WID

TH V

ARIES

WID

TH V

ARIES

(4' M

IN. W

IDTH

)

RETURNED CURB HANDICAP DETAILHC-11



DROP CURB

R2'

TRANSITIONCURB

WITHOUT UTILITY STRIP

5' MIN.2.00 %

6'-0"

5'

3' TRANSITION

RA

MP

1:1

2

2' LANDING

0.02

2.00 %

TRUNCATED DOMEDETECTABLE WARNING

RAMP CURB

CURB TYPE D OR CURB& GUTTER TYPE F(TYPE F CURB SHOWN)

RAMP WIDTH(4' MIN.)

CURB CUT RAMP DETAIL (1 OF 2)HC-12


2'


RAMP CURB

DROP CURB

R2'

CURB TYPE D ORCURB & GUTTER TYPE F(TYPE F CURB SHOWN)

*

TRANSITIONCURB

2.00 %

DETECTABLE WARNING

SIDEWALKWIDTHVARIES5' MIN.

UTILITYSTRIPWIDTHVARIES

RA

MP

1:1

2

2'

0.02

* 4'-0" MIN.

CURB CUT RAMP DETAILL (2 OF 2)HC-13



2' LANDING(FLAT)

RAMP TO HAVE AMAX. SLOPE OF 12:160" TYP.

FLARE TO HAVEMAX. SLOPE OF

12:1 (TYP.)

DETECTABLESURFACE

STRIPED CROSSWALK (IF CROSSING

VEHICULAR TRAFFIC)

NOTE: 12:1 MAX SLOPEREQUIRED

CURB & GUTTER

2% M

AX

.

CONCRETESIDEWALK

48" MIN.WALK AROUND

CURB & GUTTERTRANSITION

FLARED HANDICAP RAMP DETAILHC-14


2'


12'-0"

PAVEMENT

LANDSCAPING

SIDEWALK

RAMP DOWN

60°

4" BLUE

4" WHITESTRIPE

4" WHITE

7'-0"

5'-0"

6"

6"

DETECTABLESURFACE

2% M

AX.

HANDICAP PARKING RAMP DETAILHC-15


FILE NAME: R-ROADWAY DETAILS.DWG

1. CASING SHALL EXTEND 8' MIN. BEYOND EDGE OFPAVEMENT.

2. TABLE A PROVIDES CASING SIZES REQUIRED FORDIFFERENT SIZES OF PIPE. ENDS OF CASING PIPE SHALLBE CLOSED WITH END SEALS.

3. CAUTION: DO NOT USE PETROLEUM PRODUCTS (OILOR GREASE)- PROLONGED EXPOSURE TO THESEPRODUCTS AN CAUSE DAMAGE TO SOMEELASTROMERIC GASKETS.

4. CASING SPACERS TO BE SPACED AT 5' MAXIMUMC. TO C.

5. ENGINEER TO CONFIRM SIZES BASED ON PIPEMATERIAL.

6. PIPES ARE TO BE STORED ONSITE PRIOR TOINSTALLATION.

TABLE OF CASING SIZES

NOMINALPIPE SIZE

(INCHES)(OD)

MINIMUMCASING

(INCHES)(ID)

WALLTHICKNESS

(INCHES)

4 12 0.2506 16 0.2508 16 0.250

10 24 0.31312 24 0.31314 30 0.37516 30 0.37518 36 0.37520 36 0.37524 42 0.37530 48 0.50036 54 0.500

4842 60

72 0.6250.625

CASING SPACERS. INSTALL PERMANUFACTURERS RECCOMENDATIONS.

CARRIER PIPECASING SPACERS, INSTALL PERMANUFACTURERSRECCOMENDATION

STEEL CASING PIPE

END SEAL

JACK & BORE DETAILR-01


1. PAVER BASE SHALL BE CONSTRUCTED AFTER PLACEMENT OF THEPAVEMENT AND LIMEROCK BASE FOR ROADWAY.

2. ALIGN PAVERS PER MANUFACTURER'S RECOMMENDATIONS OR ASSPECIFIED ON DRAWINGS.


BRICK PAVER DETAILR-02



TO BE SIZED BY ENGINEERBASED ON NECESSARYSTORMWATER CALCULATIONS

*

CONCRETE CHANNEL DETAILR-03



CONCRETE PAVEMENT DETAILR-04



BROOM FINISH CONCRETESURFACE AREA INSIDE OFTOOLED EDGE TO CREATEPICTURE FRAME EFFECT 3000 PSI COMPRESSIVE

STRENGTH CONCRETE

TYPICAL CONCRETE SIDEWALK DETAILR-05



DRIVEWAY CONSTRUCTION DETAILR-06



PIPE BOLLARD DETAILR-07



PAVEMENT REPAIR DETAILR-08



JOINTING NOTES

1. REFER TO THESE NOTES IF JOINTING DETAILS ARE NOT SPECIFICALLY SHOWN ONTHE PLANS.

2. WHEN PAVEMENT AREAS HAVE DRAINAGE OR OTHER STRUCTURES, PLACE JOINTSTO APPROXIMATE THE CRACKING THAT WOULD OCCUR WITHOUT JOINTS. OFIMMEDIATE CONCERN ARE THE "CRITICAL JOINTS" WHICH ARE LOCATED ATNARROW AREAS, INTERIOR CORNERS, AREAS OF CURVING PAVEMENT IN CUL DESACS AND AT FIXED OBJECTS WITHIN SLAB AREA (CATCH BASINS, EQUIPMENTFOUNDATIONS, PLANTERS, BASES FOR LIGHT AND SIGN POLES, ETC).

3. JOINTS MUST BE CONTINUOUS ACROSS THE SLAB UNLESS INTERRUPTED BY AFULL DEPTH JOINT AND MUST EXTEND THROUGH INTEGRAL CURBS.

4. JOINT ALIGNMENT MAY BE SKEWED OR WARPED FROM THE NORMAL GRIDPATTERN WHERE NECESSARY TO REACH POINTS OF STRESS CONCENTRATIONNOT ON THE NORMAL PATTERN.

5. AVOID ACUTE ANGLES OF LESS THAN 45° BETWEEN INTERSECTING JOINTS. JOINTDOG LEGS OR FILLETS AT RADIUS POINTS SHOULD BE AT LEAST 1'0" LONG.

6. THE JOINT PATTERN RELATIONSHIP OF LENGTH TO WIDTH SHOULD NOTGENERALLY EXCEED A RATIO OF 1 TO 1 1/2

SEE NOTE 1

SEE NOTE 2

SEE NOTE 3

SEE NOTE 4

SIDEWALK

CURB

20' MAX. SPACINGBOTH WAYS TYP.SEE NOTE 5

CONTRACTIONJOINT TYP.

EXPANSIONJOINT TYP.

CONCRETE PAVEMENT JOINTING DETAIL (1 0F 3)R-09



T/4

DOWEL TO BE

VERTICAL SAW-CUT1/8" MIN.

DOWEL DIAMETER = T/8 (IN)

T = PAVEMENT THICKNESS

T = PAVEMENT THICKNESS

CONTRACTION JOINT

SEALING COMPOUNDTOP 1/8" NO

TRANSVERSE EXPANSION JOINT

T

T/2

T

1-1/4" MIN.CLEARANCE

16" LONG SMOOTH DOWEL @ 24" O.C.

LUBRICATED

2" MIN.

3/8"

1/2" MIN. FIBERBOARDEXPANSION JOINT FILLER

JOINT SEALINGCOMPOUND

NOTE:1. DOWELS SHALL BE SUPPORTED

BY AN APPROVED DEVICE.

DOWEL SLEEVE(CLOSED END)TO FIT DOWELAND BE SECURED

CONCRETE PAVEMENT JOINTING DETAIL (2 OF 3)R-10



DOWEL SLEEVE(CLOSED END)TO FIT DOWELAND BE SECURED

NOTE:1. DOWELS SHALL BE

SUPPORTED BY ANAPPROVED DEVICE.

CONCRETE PAVEMENT JOINTING DETAIL (3 OF 3)R-11



CL

R45'

VARIES

R50'(TYP)

R25'(TYP) R/W

20'

VARIES

MIAMI CURB

CUL-DE-SAC DETAILR-12



6'

12"±2" MIN/3" MAX

#4 BAR, 18" LONG(TWO PER GUARD)

8" MIN/9" MAX

5" MIN/6" MAX

4" MIN/5" MAX

2" MIN/3" MAX

R2" CASTOR RUBBED

SECTION

5/8"Ø to 3/4"Ø HOLES

CONCRETE WHEEL STOP DETAILR-13



R-14 - FLUSH PAVEMENT AT SIDEWALK DETAILR-14


FILE NAME: TRS-TYPICAL ROADWAY SECTION DETAILS.DWG

TRA

FFIC

DA

TA

14'

0.02

16'

0.02

R/W

LIN

E

CU

RB

AN

D G

UTT

ER

TYP

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4"4"

0.0214

'

CU

RB

AN

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UTT

ER

TYP

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NA

TUR

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12'

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1:3

5'TY

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S1:

3 M

AX

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UR

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1:2

1:2

2'

0.02

*M

AX

.

21'

PG

L

(1:2 MAX.***)

***

0.02

0.02

4"4"

***

SO

D O

N 1

:2 S

LOP

ES

SH

ALL

BE

STA

KE

D

DE

SIG

N S

PE

ED

= 4

0 M

PH

R/W

(55

' MIN

.)R

/W (

55' M

IN.)

5' S

OD

4' M

IN.

CLE

AR

ZO

NE

4' M

IN.

CLE

AR

ZO

NE S

OD

WA

TER

/SE

WE

RR

EU

SE

LIN

ES

, NO

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S:

NO

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2 **

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PA

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SIG

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5' C

ON

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ALO

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AN

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OF

RO

W (

RT)

10'

10'

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WA

Y S

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TO

BE

DE

SIG

NE

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AC

CO

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L

OF

UN

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RM

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TAN

DA

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ON

STR

UC

TIO

N A

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MA

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NA

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STR

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S (

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RE

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),

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AN

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SIG

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F H

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WA

YS

AN

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STR

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TS, 2

004

(LO

W V

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ME

RO

AD

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)25' M

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25' M

IN.

L

LL

NO

TE

1. A

LL D

IME

NS

ION

S A

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2. W

ATE

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, AN

D R

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SE

LIN

ES

SH

ALL

BE

LOC

ATE

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ITH

PR

OP

ER

SE

PA

RA

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N A

S R

EQ

UIR

ED

BY

TH

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IDA

DE

PA

RTM

EN

T O

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NV

IRO

NM

EN

TAL

PR

OTE

CTI

ON

RU

LES

.

PA

TH

AS

PH

ALT

SU

RFA

CE

: 1" T

YP

E S

P-9

.5LI

ME

RO

CK

BA

SE

: 6" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

2" L

BR

-30

RO

AD

WA

Y

AS

PH

ALT

SU

RFA

CE

: 2" T

YP

E S

P-1

2.5

1" T

YP

E F

C-9

.5LI

ME

RO

CK

BA

SE

: 8" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

5" L

BR

-40

PA

VE

ME

NT

DE

SIG

N

TYPICAL URBAN SECTION (BIA CLASS 2, MINOR ARTERIAL)

R-15



R/W

LIN

ER

/W L

INE

SE

T-B

AC

KS

ET-

BA

CK

0.02

0.02

SO

D S

LOP

ES

STE

EP

ER

TH

AN

1:3

0.06

C C

ON

ST.

TYP

.

1:6

1:4

1:6

4"4"

2.5'TYP.

1:6

FOR

FIL

LS T

O 5

'1:

6 TO

ED

GE

OF

CLE

AR

ZO

NE

& 1

:4 F

OR

FIL

LS 5

' TO

10'

1:6

TO E

DG

E O

F C

LEA

R Z

ON

E &

1:3

FO

R F

ILLS

10'

TO

20'

1:2

(WIT

H G

UA

RD

RA

IL)

FOR

FIL

LS O

VE

R 2

0'

3'N

ATU

RA

L G

RO

UN

D

NA

TUR

AL

GR

OU

ND

DE

PTH

AN

D W

IDTH

MA

Y V

AR

Y

SO

DS

OD

R/W

(50

' MIN

.)R

/W (

50' M

IN.)

PG

L

TRA

FFIC

DA

TA

DE

SIG

N S

PE

ED

= 5

0 M

PH

OP

TIO

NA

L

3' C

ON

CR

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STR

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OR

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4"4"

0.06

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PA

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R/

CO

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ICA

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TER

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RR

EU

SE

LIN

ES

, NO

TE 3

NO

TES

10'

10'

SO

DS

OD

12'

12'

CLE

AR

ZO

NE

= 1

4'

(A

AD

T <

1,5

00)

CLE

AR

ZO

NE

= 1

8'

(A

AD

T >

= 1

,500

)

CLE

AR

ZO

NE

= 1

4'

(A

AD

T <

1,5

00)

CLE

AR

ZO

NE

= 1

8'

(A

AD

T >

= 1

,500

)

1. L

OC

AL

DE

SIG

N C

ON

DIT

ION

S M

AY

RE

QU

IRE

EA

SE

ME

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ON

TAL

DIS

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RE

QU

IRE

D B

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ON

D T

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OF

WA

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2. A

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RTM

EN

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EN

TAL

PR

OTE

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ON

RU

LES

.

25' M

IN.

25' M

IN.

7' *

SH

LDR

. P

AV

T.

7' *

SH

LDR

. P

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T.

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E T

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ICA

L S

EC

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D IN

RE

MO

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AS

WIT

HO

UT

ATV

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8' *

8' *

RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

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AN

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(LO

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RO

AD

WA

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C L

L

RO

AD

WA

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AS

PH

ALT

SU

RFA

CE

: 2" T

YP

E S

P-1

2.5

1" T

YP

E F

C-9

.5LI

ME

RO

CK

BA

SE

: 8" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

5" L

BR

-40

PA

VE

ME

NT

DE

SIG

N

SH

OU

LDE

R

AS

PH

ALT

SU

RFA

CE

: 1.5

" TY

PE

SP

-12.

5

1"

TY

PE

FC

-9.5

LIM

ER

OC

K B

AS

E: 6

" LB

R-1

00S

UB

GR

AD

E S

TAB

ILIZ

ATI

ON

: 12"

LB

R-4

0

TYPICAL RURAL SECTION (BIA CLASS 2, MINOR ARTERIAL)

R-16



RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

AC

CO

RD

AN

CE

WIT

H M

AN

UA

L

OF

UN

IFO

RM

MIN

IMU

M S

TAN

DA

RD

S F

OR

DE

SIG

N, C

ON

STR

UC

TIO

N A

ND

MA

INTE

NA

NC

E F

OR

STR

EE

TS A

ND

HIG

HW

AY

S (

FLO

RID

A G

RE

EN

BO

OK

),

MA

Y 2

007

AN

D A

PO

LIC

Y O

N G

EO

ME

TRIC

DE

SIG

N O

F H

IGH

WA

YS

AN

D

STR

EE

TS, 2

004

(LO

W V

OLU

ME

RO

AD

WA

YS

)

0.02

R/W

LIN

E

4"

NA

TUR

AL

GR

OU

ND

NA

TUR

AL

GR

OU

ND

B S

UR

VE

YC

CO

NS

T.

PG

L

0.02

0.02

***

SO

D O

N 1

:2 S

LOP

ES

SH

ALL

BE

STA

KE

D

R/W

(25

' MIN

.)

SE

T-B

AC

K

10'

10'

TRA

FFIC

DA

TA

MIA

MI C

UR

B

DE

SIG

N S

PE

ED

= 3

0 M

PH

AA

DT

=<

150

0 V

EH

/DA

Y

CO

NC

RE

TE S

IDE

WA

LK

4"

5'

R/W

(25

' MIN

.)

R/W

LIN

E

SE

T-B

AC

K

SO

D

5'

SO

D

0.02 W

ATE

R/S

EW

ER

RE

US

E L

INE

S, N

OTE

3

10'

CO

NC

RE

TES

IDE

WA

LK

10'

PO

WE

R/

CO

MM

UN

ICA

TIO

NS

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

SIG

N.

6'C

LEA

RZO

NE

6'C

LEA

RZO

NE

NO

TES

1. L

OC

AL

DE

SIG

N C

ON

DIT

ION

S M

AY

RE

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EA

SE

ME

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FO

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ON

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RE

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IRE

D B

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ON

D T

HE

RIG

HT

OF

WA

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AC

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TE S

IDE

SW

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S, D

ITC

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S, V

ER

TIC

AL

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BA

NK

ME

NT,

ETC

.

2. A

LL D

IME

NS

ION

S A

RE

MIN

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3. W

ATE

R, S

EW

ER

, AN

D R

EU

SE

LIN

ES

SH

ALL

BE

LOC

ATE

D W

ITH

PR

OP

ER

SE

PA

RA

TIO

N A

S R

EQ

UIR

ED

BY

TH

E F

LOR

IDA

DE

PA

RTM

EN

T O

F E

NV

IRO

NM

EN

TAL

PR

OTE

CTI

ON

RU

LES

.

25' M

IN.

25' M

IN.

C L

L L

RO

AD

WA

Y

AS

PH

ALT

SU

RFA

CE

: 1-1

/4" T

YP

E S

P-9

.5LI

ME

RO

CK

BA

SE

: 6" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

2" L

BR

-40

PA

VE

ME

NT

DE

SIG

N

TYPICAL URBAN SECTION (BIA CLASS 3, CITY LOCAL-RESIDENTIAL)

R-17



RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

AC

CO

RD

AN

CE

WIT

H M

AN

UA

L

OF

UN

IFO

RM

MIN

IMU

M S

TAN

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OR

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SIG

N, C

ON

STR

UC

TIO

N A

ND

MA

INTE

NA

NC

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ND

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S (

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RID

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RE

EN

BO

OK

),

MA

Y 2

007

AN

D A

PO

LIC

Y O

N G

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ME

TRIC

DE

SIG

N O

F H

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WA

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AN

D

STR

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TS, 2

004

(LO

W V

OLU

ME

RO

AD

WA

YS

)

R/W

LIN

E

SE

T-B

AC

K

0.02

0.02

0.06

0.06

C C

ON

ST.

TYP

.

1:6

1:4

4"

2.5'TYP.

4"

1:6

FOR

FIL

LS T

O 5

'1:

6 TO

ED

GE

OF

CLE

AR

ZO

NE

& 1

:4 F

OR

FIL

LS 5

' TO

10'

1:6

TO E

DG

E O

F C

LEA

R Z

ON

E &

1:3

FO

R F

ILLS

10'

TO

20'

1:2

(WIT

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UA

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RA

IL)

FOR

FIL

LS O

VE

R 2

0'

3'N

ATU

RA

L G

RO

UN

D

NA

TUR

AL

GR

OU

ND

DE

PTH

AN

D W

IDTH

MA

Y V

AR

Y

SO

D

R/W

(30

' MIN

.)

PG

L

TRA

FFIC

DA

TA

OP

TIO

NA

L

3' C

ON

CR

ETE

STR

IP A

LON

G A

ND

OU

TSID

E O

F R

OW

LIG

HTI

NG

PE

ND

ING

CO

OR

DIN

ATI

ON

10'

10'

DE

SIG

N S

PE

ED

= 3

5 M

PH

AA

DT

=<

150

0 V

EH

/DA

Y

6'

SO

D SO

D S

LOP

ES

STE

EP

ER

TH

AN

1:3

6'

SO

D

SO

D

R/W

(30

' MIN

.)

R/W

LIN

E

SE

T-B

AC

K

6'C

LEA

RZO

NE

6'C

LEA

RZO

NE

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

SIG

NW

ATE

R/S

EW

ER

RE

US

E L

INE

S, N

OTE

3

10'

PO

WE

R/

CO

MM

UN

ICA

TIO

NS

10'

1:4

25' M

IN.

25' M

IN.

C L

L

NO

TES

1. L

OC

AL

DE

SIG

N C

ON

DIT

ION

S M

AY

RE

QU

IRE

EA

SE

ME

NTS

FO

R T

HE

HO

RIZ

ON

TAL

DIS

TAN

CE

RE

QU

IRE

D B

EY

ON

D T

HE

RIG

HT

OF

WA

YTO

AC

CO

MO

DA

TE S

IDE

SW

ALE

S, D

ITC

HE

S, V

ER

TIC

AL

EM

BA

NK

ME

NT,

ETC

.

2. A

LL D

IME

NS

ION

S A

RE

MIN

IMU

M.

3. W

ATE

R, S

EW

ER

, AN

D R

EU

SE

LIN

ES

SH

ALL

BE

LOC

ATE

D W

ITH

PR

OP

ER

SE

PA

RA

TIO

N A

S R

EQ

UIR

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BY

TH

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LOR

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DE

PA

RTM

EN

T O

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NV

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NM

EN

TAL

PR

OTE

CTI

ON

RU

LES

.

RO

AD

WA

Y

AS

PH

ALT

SU

RFA

CE

: 1-1

/4" T

YP

E S

P-9

.5LI

ME

RO

CK

BA

SE

: 6" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

2" L

BR

-40

PA

VE

ME

NT

DE

SIG

N

TYPICAL RURAL SECTION (BIA CLASS 3, CITY,LOCAL-RESIDENTIAL)

R-18



RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

AC

CO

RD

AN

CE

WIT

H M

AN

UA

L

OF

UN

IFO

RM

MIN

IMU

M S

TAN

DA

RD

S F

OR

DE

SIG

N, C

ON

STR

UC

TIO

N A

ND

MA

INTE

NA

NC

E F

OR

STR

EE

TS A

ND

HIG

HW

AY

S (

FLO

RID

A G

RE

EN

BO

OK

),

MA

Y 2

007

AN

D A

PO

LIC

Y O

N G

EO

ME

TRIC

DE

SIG

N O

F H

IGH

WA

YS

AN

D

STR

EE

TS, 2

004

(LO

W V

OLU

ME

RO

AD

WA

YS

)

0.02

R/W

LIN

E

4"4"

NA

TUR

AL

GR

OU

ND

NA

TUR

AL

GR

OU

ND

R/W

LIN

E

1:3

5'TY

P.

SLO

PE

VA

RIE

S1:

3 M

AX

.

SO

D

B S

UR

VE

YC

CO

NS

T.

1:2

1:2

2'

0.02

*M

AX

.

PG

L

(1:2 MAX.***)

***

0.02

0.02

4"4"

***

SO

D O

N 1

:2 S

LOP

ES

SH

ALL

BE

STA

KE

D

R/W

(45

' MIN

.)R

/W (

45' M

IN.)

5' S

OD

6' M

IN.

CLE

AR

ZO

NE

6' M

IN.

CLE

AR

ZO

NE S

OD

WA

TER

/SE

WE

RR

EU

SE

LIN

ES

, NO

TE 3

SLO

PE

VA

RIE

S:

NO

T S

TEE

PE

R T

HA

N1:

2 **

*

MU

LTI-U

SE

PA

TH

PO

WE

R/

CO

MM

UN

ICA

TIO

NS

SE

T-B

AC

KS

ET-

BA

CK

11'

11'

10'21

'

TRA

FFIC

DA

TA

DE

SIG

N S

PE

ED

= 3

5 M

PH

OP

TIO

NA

L

MIA

MI C

UR

B

MIA

MI C

UR

B

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

SIG

N

5' C

ON

CR

ETE

SID

EW

ALK

ALO

NG

AN

D O

UTS

IDE

OF

RO

W (

RT)

10'

10'

25' M

IN.

25' M

IN.

C L

L L

NO

TES

1. L

OC

AL

DE

SIG

N C

ON

DIT

ION

S M

AY

RE

QU

IRE

EA

SE

ME

NTS

FO

R T

HE

HO

RIZ

ON

TAL

DIS

TAN

CE

RE

QU

IRE

D B

EY

ON

D T

HE

RIG

HT

OF

WA

YTO

AC

CO

MO

DA

TE S

IDE

SW

ALE

S, D

ITC

HE

S, V

ER

TIC

AL

EM

BA

NK

ME

NT,

ETC

.

2. A

LL D

IME

NS

ION

S A

RE

MIN

IMU

M.

3. W

ATE

R, S

EW

ER

, AN

D R

EU

SE

LIN

ES

SH

ALL

BE

LOC

ATE

D W

ITH

PR

OP

ER

SE

PA

RA

TIO

N A

S R

EQ

UIR

ED

BY

TH

E F

LOR

IDA

DE

PA

RTM

EN

T O

F E

NV

IRO

NM

EN

TAL

PR

OTE

CTI

ON

RU

LES

.

PA

TH

AS

PH

ALT

SU

RFA

CE

: 1" T

YP

E S

P-9

.5LI

ME

RO

CK

BA

SE

: 6" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

2" L

BR

-30

RO

AD

WA

Y

AS

PH

ALT

SU

RFA

CE

: 2" T

YP

E S

P-1

2.5

1" T

YP

E F

C-9

.5LI

ME

RO

CK

BA

SE

: 8" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

5" L

BR

-40

PA

VE

ME

NT

DE

SIG

N

TYPICAL URBAN SECTION (BIA CLASS 4, MAJOR COLLECTOR)

R-19



RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

AC

CO

RD

AN

CE

WIT

H M

AN

UA

L

OF

UN

IFO

RM

MIN

IMU

M S

TAN

DA

RD

S F

OR

DE

SIG

N, C

ON

STR

UC

TIO

N A

ND

MA

INTE

NA

NC

E F

OR

STR

EE

TS A

ND

HIG

HW

AY

S (

FLO

RID

A G

RE

EN

BO

OK

),

MA

Y 2

007

AN

D A

PO

LIC

Y O

N G

EO

ME

TRIC

DE

SIG

N O

F H

IGH

WA

YS

AN

D

STR

EE

TS, 2

004

(LO

W V

OLU

ME

RO

AD

WA

YS

)

TRA

FFIC

DA

TA

DE

SIG

N S

PE

ED

= 4

0 M

PH

OP

TIO

NA

L

3' C

ON

CR

ETE

STR

IP A

LON

G A

ND

OU

TSID

E O

F R

OW

LIG

HTI

NG

PE

ND

ING

CO

OR

DIN

ATI

ON

R/W

LIN

E

SE

T-B

AC

K

0.02

0.02

C C

ON

ST.

1:6

4"4"

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

SIG

N

NA

TUR

AL

GR

OU

ND

NA

TUR

AL

GR

OU

ND

SO

D

R/W

(40

' MIN

.)

PG

L

4"4"

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

SIG

N

R/W

LIN

E

SE

T-B

AC

K

R/W

(40

' MIN

.)

SO

D S

LOP

ES

STE

EP

ER

TH

AN

1:3

11'

11'

0.06

SO

D

10'

CLE

AR

ZON

E

10'

CLE

AR

ZON

E

SO

D

SO

D

0.06

PO

WE

R/

CO

MM

UN

ICA

TIO

NS 10

'

WA

TER

/SE

WE

RR

EU

SE

LIN

ES

, NO

TE 3

10'

TYP

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1:4

2.5'TYP.

3'

1:4

DE

PTH

AN

D W

IDTH

MA

Y V

AR

Y

25' M

IN.

25' M

IN.

8' * 7

' * S

HLD

R.

PA

VT.

8' *

7' *

SH

LDR

. P

AV

T.

*TH

E T

YP

ICA

L S

EC

TIO

N S

HO

ULD

RE

VE

RT

TO 8

' SH

OU

LDE

RS

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PA

VE

D IN

RE

MO

TE A

RE

AS

WIT

HO

UT

ATV

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C L

L

NO

TES

1. L

OC

AL

DE

SIG

N C

ON

DIT

ION

S M

AY

RE

QU

IRE

EA

SE

ME

NTS

FO

R T

HE

HO

RIZ

ON

TAL

DIS

TAN

CE

RE

QU

IRE

D B

EY

ON

D T

HE

RIG

HT

OF

WA

YTO

AC

CO

MO

DA

TE S

IDE

SW

ALE

S, D

ITC

HE

S, V

ER

TIC

AL

EM

BA

NK

ME

NT,

ETC

.

2. A

LL D

IME

NS

ION

S A

RE

MIN

IMU

M.

3. W

ATE

R, S

EW

ER

, AN

D R

EU

SE

LIN

ES

SH

ALL

BE

LOC

ATE

D W

ITH

PR

OP

ER

SE

PA

RA

TIO

N A

S R

EQ

UIR

ED

BY

TH

E F

LOR

IDA

DE

PA

RTM

EN

T O

F E

NV

IRO

NM

EN

TAL

PR

OTE

CTI

ON

RU

LES

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RO

AD

WA

Y

AS

PH

ALT

SU

RFA

CE

: 2" T

YP

E S

P-1

2.5

1" T

YP

E F

C-9

.5LI

ME

RO

CK

BA

SE

: 8" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

5" L

BR

-40

PA

VE

ME

NT

DE

SIG

N

SH

OU

LDE

R

AS

PH

ALT

SU

RFA

CE

: 1.5

" TY

PE

SP

-12.

5

1"

TY

PE

FC

-9.5

LIM

ER

OC

K B

AS

E: 6

" LB

R-1

00S

UB

GR

AD

E S

TAB

ILIZ

ATI

ON

: 12"

LB

R-4

0

TYPICAL RURAL SECTION (BIA CLASS 4, MAJOR COLLECTOR)

R-20



RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

AC

CO

RD

AN

CE

WIT

H M

AN

UA

L

OF

UN

IFO

RM

MIN

IMU

M S

TAN

DA

RD

S F

OR

DE

SIG

N, C

ON

STR

UC

TIO

N A

ND

MA

INTE

NA

NC

E F

OR

STR

EE

TS A

ND

HIG

HW

AY

S (

FLO

RID

A G

RE

EN

BO

OK

),

MA

Y 2

007

AN

D A

PO

LIC

Y O

N G

EO

ME

TRIC

DE

SIG

N O

F H

IGH

WA

YS

AN

D

STR

EE

TS, 2

004

(LO

W V

OLU

ME

RO

AD

WA

YS

)

TRA

FFIC

DA

TA

DE

SIG

N S

PE

ED

= 2

5 M

PH

0.02

R/W

LIN

E

4"

NA

TUR

AL

GR

OU

ND

NA

TUR

AL

GR

OU

ND

B S

UR

VE

YC

CO

NS

T.

PG

L

0.02

0.02

R/W

(25

' MIN

.)

SE

T-B

AC

K

10'

10'

MIA

MI C

UR

B

CO

NC

RE

TE S

IDE

WA

LK

4"

5'

R/W

(25

' MIN

.)

R/W

LIN

E

SE

T-B

AC

K

SO

D

5'

SO

D

0.02 W

ATE

R/S

EW

ER

RE

US

E L

INE

S, N

OTE

3

10'

CO

NC

RE

TES

IDE

WA

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10'

PO

WE

R/

CO

MM

UN

ICA

TIO

NS

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

SIG

N

4'C

LEA

RZO

NE

4'C

LEA

RZO

NE

***

SO

D O

N 1

:2 S

LOP

ES

SH

ALL

BE

STA

KE

D

25' M

IN.

25' M

IN.

C L

L L

NO

TES

1. L

OC

AL

DE

SIG

N C

ON

DIT

ION

S M

AY

RE

QU

IRE

EA

SE

ME

NTS

FO

R T

HE

HO

RIZ

ON

TAL

DIS

TAN

CE

RE

QU

IRE

D B

EY

ON

D T

HE

RIG

HT

OF

WA

YTO

AC

CO

MO

DA

TE S

IDE

SW

ALE

S, D

ITC

HE

S, V

ER

TIC

AL

EM

BA

NK

ME

NT,

ETC

.

2. A

LL D

IME

NS

ION

S A

RE

MIN

IMU

M.

3. W

ATE

R, S

EW

ER

, AN

D R

EU

SE

LIN

ES

SH

ALL

BE

LOC

ATE

D W

ITH

PR

OP

ER

SE

PA

RA

TIO

N A

S R

EQ

UIR

ED

BY

TH

E F

LOR

IDA

DE

PA

RTM

EN

T O

F E

NV

IRO

NM

EN

TAL

PR

OTE

CTI

ON

RU

LES

.

RO

AD

WA

Y

AS

PH

ALT

SU

RFA

CE

: 1-1

/2" T

YP

E S

P-1

2.5

LIM

ER

OC

K B

AS

E: 6

" LB

R-1

00S

UB

GR

AD

E S

TAB

ILIZ

ATI

ON

: 12"

LB

R-4

0

PA

VE

ME

NT

DE

SIG

N

TYPICAL URBAN SECTION (BIA CLASS 5, LOCAL)R-21



RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

AC

CO

RD

AN

CE

WIT

H M

AN

UA

L

OF

UN

IFO

RM

MIN

IMU

M S

TAN

DA

RD

S F

OR

DE

SIG

N, C

ON

STR

UC

TIO

N A

ND

MA

INTE

NA

NC

E F

OR

STR

EE

TS A

ND

HIG

HW

AY

S (

FLO

RID

A G

RE

EN

BO

OK

),

MA

Y 2

007

AN

D A

PO

LIC

Y O

N G

EO

ME

TRIC

DE

SIG

N O

F H

IGH

WA

YS

AN

D

STR

EE

TS, 2

004

(LO

W V

OLU

ME

RO

AD

WA

YS

)

TRA

FFIC

DA

TA

DE

SIG

N S

PE

ED

= 2

5 M

PH

OP

TIO

NA

L

3' C

ON

CR

ETE

STR

IP A

LON

G A

ND

OU

TSID

E O

F R

OW

LIG

HTI

NG

PE

ND

ING

CO

OR

DIN

ATI

ON

R/W

LIN

E

SE

T-B

AC

K

0.02

0.02

0.06

0.06

C C

ON

ST.

1:6

4"4"

1:6

FOR

FIL

LS T

O 5

'1:

6 TO

ED

GE

OF

CLE

AR

ZO

NE

& 1

:4 F

OR

FIL

LS 5

' TO

10'

1:6

TO E

DG

E O

F C

LEA

R Z

ON

E &

1:3

FO

R F

ILLS

10'

TO

20'

1:2

(WIT

H G

UA

RD

RA

IL)

FOR

FIL

LS O

VE

R 2

0'

NA

TUR

AL

GR

OU

ND

NA

TUR

AL

GR

OU

ND

DE

PTH

AN

D W

IDTH

MA

Y V

AR

Y

SO

D

PG

L

10'

10'

6'

SO

D SO

D S

LOP

ES

STE

EP

ER

TH

AN

1:3

6'

SO

D

SO

D

R/W

LIN

E

SE

T-B

AC

K

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LEA

RZO

NE

6'C

LEA

RZO

NE

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

TAIL

SW

ATE

R/S

EW

ER

RE

US

E L

INE

S, N

OTE

3

10'

PO

WE

R/

CO

MM

UN

ICA

TIO

NS

10'

TYP

.

1:4

2.5'TYP.

3'

1:4

L

NO

TES

1. L

OC

AL

DE

SIG

N C

ON

DIT

ION

S M

AY

RE

QU

IRE

EA

SE

ME

NTS

FO

R T

HE

HO

RIZ

ON

TAL

DIS

TAN

CE

RE

QU

IRE

D B

EY

ON

D T

HE

RIG

HT

OF

WA

YTO

AC

CO

MO

DA

TE S

IDE

SW

ALE

S, D

ITC

HE

S, V

ER

TIC

AL

EM

BA

NK

ME

NT,

ETC

.

2. A

LL D

IME

NS

ION

S A

RE

MIN

IMU

M.

3. W

ATE

R, S

EW

ER

, AN

D R

EU

SE

LIN

ES

SH

ALL

BE

LOC

ATE

D W

ITH

PR

OP

ER

SE

PA

RA

TIO

N A

S R

EQ

UIR

ED

BY

TH

E F

LOR

IDA

DE

PA

RTM

EN

T O

F E

NV

IRO

NM

EN

TAL

PR

OTE

CTI

ON

RU

LES

.

RO

AD

WA

Y

AS

PH

ALT

SU

RFA

CE

: 1-1

/2" T

YP

E S

P-1

2.5

LIM

ER

OC

K B

AS

E: 6

" LB

R-1

00S

UB

GR

AD

E S

TAB

ILIZ

ATI

ON

: 12"

LB

R-4

0

PA

VE

ME

NT

DE

SIG

N

TYPICAL RURAL SECTION (BIA CLASS 5, LOCAL)R-22



RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

AC

CO

RD

AN

CE

WIT

H M

AN

UA

L

OF

UN

IFO

RM

MIN

IMU

M S

TAN

DA

RD

S F

OR

DE

SIG

N, C

ON

STR

UC

TIO

N A

ND

MA

INTE

NA

NC

E F

OR

STR

EE

TS A

ND

HIG

HW

AY

S (

FLO

RID

A G

RE

EN

BO

OK

),

MA

Y 2

007

AN

D A

PO

LIC

Y O

N G

EO

ME

TRIC

DE

SIG

N O

F H

IGH

WA

YS

AN

D

STR

EE

TS, 2

004

(LO

W V

OLU

ME

RO

AD

WA

YS

)

R/W

LIN

E

2' 4"4"

***

SO

D O

N 1

:2 S

LOP

ES

SH

ALL

BE

STA

KE

D

R/W

(18

' MIN

.)

5' S

OD

SE

T-B

AC

K

10'

20'

NA

TUR

AL

GR

OU

ND

R/W

LIN

E

SE

T-B

AC

K

R/W

(16

' MIN

.)

PO

WE

R/

CO

MM

UN

ICA

TIO

NS

10'

WA

TER

/SE

WE

RR

EU

SE

LIN

ES

, NO

TE 3

10'

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

TAIL

S

SLO

PE

VA

RIE

S:

NO

T S

TEE

PE

R T

HA

N1:

2 **

*

1:2

1:2

***

0.02

MA

X.

25' M

IN.

25' M

IN.

C L

NO

TE:

ALL

DIM

EN

SIO

NS

AR

E M

INIIM

UM

.

NO

TES

1. L

OC

AL

DE

SIG

N C

ON

DIT

ION

S M

AY

RE

QU

IRE

EA

SE

ME

NTS

FO

R T

HE

HO

RIZ

ON

TAL

DIS

TAN

CE

RE

QU

IRE

D B

EY

ON

D T

HE

RIG

HT

OF

WA

YTO

AC

CO

MO

DA

TE S

IDE

SW

ALE

S, D

ITC

HE

S, V

ER

TIC

AL

EM

BA

NK

ME

NT,

ETC

.

2. A

LL D

IME

NS

ION

S A

RE

MIN

IMU

M.

3. W

ATE

R, S

EW

ER

, AN

D R

EU

SE

LIN

ES

SH

ALL

BE

LOC

ATE

D W

ITH

PR

OP

ER

SE

PA

RA

TIO

N A

S R

EQ

UIR

ED

BY

TH

E F

LOR

IDA

DE

PA

RTM

EN

T O

F E

NV

IRO

NM

EN

TAL

PR

OTE

CTI

ON

RU

LES

.

PA

TH

AS

PH

ALT

SU

RFA

CE

: 1" T

YP

E S

P-9

.5LI

ME

RO

CK

BA

SE

: 6" L

BR

-100

SU

BG

RA

DE

STA

BIL

IZA

TIO

N: 1

2" L

BR

-30

PA

VE

ME

NT

DE

SIG

N

TYP NON-ROAD SECTION (BIA CLASS 8, PATHS- TRAILS-WALKWAYS)

R-23



RO

AD

WA

Y S

EC

TIO

NS

TO

BE

DE

SIG

NE

D IN

AC

CO

RD

AN

CE

WIT

H M

AN

UA

L

OF

UN

IFO

RM

MIN

IMU

M S

TAN

DA

RD

S F

OR

DE

SIG

N, C

ON

STR

UC

TIO

N A

ND

MA

INTE

NA

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E F

OR

STR

EE

TS A

ND

HIG

HW

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S (

FLO

RID

A G

RE

EN

BO

OK

),

MA

Y 2

007

AN

D A

PO

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ME

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IGH

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AN

D

STR

EE

TS, 2

004

(LO

W V

OLU

ME

RO

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WA

YS

)

R/W

LIN

E

2' 4"4"

***

SO

D O

N 1

:2 S

LOP

ES

SH

ALL

BE

STA

KE

D

R/W

(21

' MIN

.)

SE

T-B

AC

K

12'

20'

NA

TUR

AL

GR

OU

ND

R/W

LIN

E

SE

T-B

AC

K

R/W

(19

' MIN

.)

SE

E B

ELO

W F

OR

PA

VE

ME

NT

DE

TAIL

S

NO

TES

SLO

PE

VA

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S:

NO

T S

TEE

PE

R T

HA

N1:

2 **

*

1:2

1:2

***

0.02

MA

X.

36' M

IN.

35' M

IN.

1. S

ETB

AC

KS

AS

SU

ME

FU

TUR

E C

LAS

S 3

or

CLA

SS

5 R

OA

DW

AY

2. U

TILI

TIE

S W

ITH

IN R

/W M

AY

RE

QU

IRE

RE

LOC

ATI

ON

AFT

ER

CO

NV

ER

SIO

N T

O C

LAS

S 3

or

CLA

SS

5 R

OA

DW

AY

3. A

LL D

IME

NS

ION

S A

RE

MIN

IMU

M.

C L 5' S

OD

RO

AD

WA

Y

AS

PH

ALT

SU

RFA

CE

: 1-1

/2" T

YP

E S

P-1

2.5

LIM

ER

OC

K B

AS

E: 6

" LB

R-1

00S

UB

GR

AD

E S

TAB

ILIZ

ATI

ON

: 12"

LB

R-4

0

PA

VE

ME

NT

DE

SIG

N

TYPICAL SECTION (UNCLASSIFIED, LOCAL ACCESS ROAD)

R-24



CL

P/G LINE6"1/2" - 3/4"

1'

6" WELL GRADED AGGREGATE; FDOT NO. 57 STONE

12" TYPE B STABILIZATION; LBR 40

TYPICAL GRAVEL ROAD CROWN SECTION

CL

P/G LINE6"1/2" - 3/4"

1'

6" WELL GRADED AGGREGATE; FDOT NO. 57 STONE

12" TYPE B STABILIZATION; LBR 40

TYPICAL GRAVEL ROAD SLOPING SECTION

SHOULDER SLOPETO MATCH ROADSLOPE

UNDERCUT ROADWAYSAND BACKFILL WITH CLEAN

FILL WHEN REQUIRED.

UNDERCUT ROADWAYSAND BACKFILL WITH CLEAN

FILL WHEN REQUIRED.

SHOULDER SLOPETO MATCH ROADSLOPE

NOTES: 1) PROVIDE APPROPRIATE TRANSITIONS FROM CONNECTING ROAD TO ACCOMODATE DRAINAGE.

2) AFTER PLACEMENT, ROLL THE GRAVEL WITH AT LEAST 5 OVERLAPPING PASSES USING A 10 TON OR HEAVIER VIBRATORY ROLLER.

TYPICAL SECTION (LOCAL GRAVEL ROAD)R-25


FILE NAME: SD - STORM DRAINAGE DETAILS.DWG

GROUND AT BOTTOM OF WALL ELEVATION

TOP OF WALL ELEVATION

SDR 35 OR A-2000 POLYVINYLCHLORIDE PIPE

CORRUGATED ALUMINUM PIPE

REINFORCED CONCRETE PIPE

MASTER DRAINAGE BOUNDARY

PROPOSED GROUND ELEVATION

PROPOSED TOP OF CURB ELEVATION

PROPOSED PAVEMENT ELEVATION

100.0

TW 100.00

BW 100.00

100.00

TC 100.00

C.A.P.

P.V.C.

R.C.P.

EXISTING STORM DRAIN

PROPOSED STORM DRAIN

PROPOSED CURB INLET

STRUCTURE NUMBER

PROPOSED MANHOLE

EXISTING CONTOUR LINE

EXISTING CURB INLET

LEGEND

PROPOSED CONTOUR LINE

H.D.P.E. HIGH DENSITY POLYETHYLENE PIPE

69

D-

SPIRAL RIB ALUMINIZED STEEL PIPES.R.A.S.P.

SD-01 - TYPICAL GRADING AND DRAINAGE LEGENDSD-01



3'

TOP VIEW

4'-1"

A

A

B B

SECTION B-B

SECTION A-A

VARIES15' MAX

2'

6"

6"

3'-1"

2"2'-4-1/2"

3-3/4" 3-3/4"

2-1/4"

1. INLET TO BE PRECAST CONSTRUCTION. THIS INLET CAN BE USED WITH ALT. "B" STRUCTURE BOTTOMS, FLORIDA DOT INDEX NO.200.

2. CONCRETE WHICH MEETS THE REQUIREMENTS OF ASTM C-478 SHALL BE USED FOR PRECAST UNITS MANUFACTURED IN PLANTSWHICH ARE UNDER STANDARD OPERATING PROCEDURES FOR THE INSPECTION OF PRECAST CONCRETE PRODUCTS.

3. CAST IRON DITCH BOTTOM INLET GRATE SHALL BE US FOUNDRY NO. 6210 OR EQUAL. IN AREAS SUBJECT TO BICYCLE TRAFFIC,GRATES SHALL BE STEEL RETICULINE GRATES.

4. ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED 3/4".

5. REFER TO FLORIDA DOT INDEX NO. 200 FOR USE WITH ALT "B" STRUCTURE BOTTOMS.

6. REINFORCEMENT SHALL COMPLY WITH FLORIDA DOT INDEX NO. 201, SHEET 4 OF 6.

7. SLOTS FOR TYPE C INLETS SHALL BE TOPPED WITH A 6" WIDE, 1/4" THICK GALVANIZED PLATE AND SECURED WITH BOLTS TO THEINLET STRUCTURE.

GENERAL NOTES

INLET GRATE

6" 6"

35-7/8"

27-7/8"

2"

#4 @ 12" C/C

#4 @ 12" C/C

6"

6"

6" WIDE, 1/4" THICKGALVANIZED

PLATEIF SLOTS PROVIDED

TYPE C DITCH BOTTOM INLET DETAILSD-02



36"

24"

#5 BARS TOP#6 BARS BOTTOM12" RETURNS (MIN)

4X4-W4.0XW4.0WELDED WIREFABRIC, BOTTOM

#5 BAR TOP &BOTTOM, L=18"

CLOSEDSTIRRUPS 8" C/C

THREE SIDES

#4 BARS @ 6" C/CTOP & BOTTOM

#4 BAR

#5 BARS WITH HOOKS6" C/C, BOTTOM

#4 BARS 12" C/COR 4X4-W4.0XW4.0WELDED WIREFABRIC 40"X20"

#4 BAR (12" LEGS)

#4 BARCONTINUOUSOR 12" RETURNS(SAME BELOW)

BB

6"

6"2 - #4 BARTOP & BOTTOM

AA

CENTER OPENING

8"

3'-6"BOTTOM OR RISER

OPTIONAL KEY(IN LIEU OFDOWELS)

#5 BARS

#4 BAR(OR FABRIC)

#4 BAR

6" 6"

OPTIONAL KEY(IN LIEU OFDOWELS)

8"

#5 BAR

#6 BARWIRE FABRIC

3'-6" or 4'-0"BOTTOM or RISER

6"6"

STIRRUPS

24"31"

6"TO9"

6-1/2"

6"R2"

17-3/4"

35-3/4"

33-7/8"36"43"

FACE OFCURB 1. FOR STRUCTURE BOTTOMS SEE DETAIL SD-7.

2. ALL STEEL IN SLAB TOPS SHALL HAVE 1-1/4"MINIMUM COVER UNLESS OTHERWISE SHOWN. TOPSSHALL BE PRECAST.

3. FOR ALTERNATE B APPLICATIONS, TOP SLABOPENINGS SHALL BE PLACED SUCH THAT 2 EDGES OFINLET FRAME WILL BE LOCATED DIRECTLY ABOVEBOTTOM WALL.

4. WHEN USED ON A STRUCTURE WITH DIMENSIONSLARGER THAN THOSE DETAILED AND RISERS ARE NOTAPPLIED, THE TOP SLAB SHALL BE CONSTRUCTEDUSING INDEX No. 200 WITH THE SLAB OPENINGADJUSTED TO 24"X36". THE "SPECIAL TOP SLAB" ONINDEX No. 200 IS NOT PERMITTED.

5. INLET AND GRATE TO BE U.S. FOUNDRY No.5130-6016 OR EQUAL. VANED GRATES SHALL MEETAASHTO H-20 LOADINGS. INLET AND GRATE SHALL BECLASS 30 CASTINGS IN ACCORDANCE WITH ASTM A-48.GRATES SHALL BE REVERSIBLE, LEFT OR RIGHT.

TOP VIEW TOP VIEW

SECTION A-A SECTION B-B

TYPE 9 CURB INLET TOP DETAILSD-03



DITCH BOTTOM INLET GRATE

A

B

A

B

SECTION A-A

SECTION B-B

TOP VIEW

#4 @ 11" C/C

#4 @ 11" C/C

6" WIDE, 1/4"

THICK

GALVANIZED PLATE

IF SLOTS PROVIDED







7. SLOTS FOR TYPE D INLETS SHALL BE TOPPED WITH A 6" WIDE, 1/4" THICK GALVANIZED PLATE AND SECURED WITH BOLTS TO THEINLET STRUCTURE.

GENERAL NOTES

VA

RIE

S15

' MA

X

4'-1"

5'-1"

6"

6"

3'-1"

6" 6"

6"

6"

SEE TABLE 2 OF FDOT INDEX 232 (SHEET 1 OF 7)

4'-1"

3-3/4"4'-5-1/2"

3-3/4"35

-3/1

6"52-5/8" 2"

TYPE D DITCH BOTTOM INLET DETAILSD-04


HORIZ. WALL REINFORCEMENT








7. SLOTS FOR TYPE E INLETS SHALL BE TOPPED WITH A 6" WIDE, 1/4" THICK GALVANIZED PLATE AND SECURED WITH BOLTS TO THEINLET STRUCTURE.

GENERAL NOTES

DITCH BOTTOM INLET GRATE

TWO REQUIRED PER INLET

HORIZ. WALL REINFORCEMENT;SEE TABLE 3 OF FDOT INDEX 232SHEET 1 OF 7.

#4 @ 10" C/C

#4 @ 10" C/C

A

B

A

B

SECTION A-A

SECTION B-BTOP VIEW

6" WIDE, 1/4" THICK

GALVANIZED PLATE

IF SLOTS PROVIDED

5'-6"

6"

4'-0"

6"

3-3/4"

3'-4-1/2"

3-3/4"

2"

3'

6"

6"

VARIES15' MAX

6"

4'-6"

6"

2"

40"

26"

TYPE E DITCH BOTTOM INLET DETAILSD-05



A

A B

B

CC

PLAN VIEW

HALF SECTION WITH SLOT HALF SECTION WITHOUT SLOT

DITCH WIDTHVARIES5' STD.

SLOTWIDTH

5'

2'

2'

2'

BOUNDARY FORSODDING

PAVEMENT AND SODDING QUANTITIESFOR TRAVERSABLE SLOTS

PAVEMENT SOD

INLETSINGLESLOT

DOUBLESLOT

SINGLESLOT

DOUBLESLOT

S.Y. S.Y.

C 4.87 0.77

S.Y. C.Y. S.Y. C.Y.

6.16 0.93 12 16

D 5.99 0.91 7.70 1.10 14 19

E 5.88 0.91 7.37 1.08 14 18

1 OF 2

1.ALL EXPOSED CORNERS AND EDGES OF CONCRETE TO BE CHAMFERED 3/4".

2. SODDING TO BE USED ON ALL INLETS NOT LOCATED IN PAVED AREAS.

3. FOR SUPPLEMENTARY DETAILS SEE FLORIDA D.O.T. INDEX No. 201.

GENERAL NOTES

TRAVERSABLE SLOT FOR DITCH BOTTOM INLETS (1 OF 2)

SD-06



SECTION C-C

SECTION B-B

SECTION A-A

HALF SECTION WITH SLOT HALF SECTION WITHOUT SLOT

6"6"

8"

18"VARIES

4"3'

3"3"7"

6"6"

8" 8"

VARIESVARIESDITCH WIDTH

VARIES - 5' STD

3"

18"18"

VARIES

8"

6"

3"8"

6"

VARIES

18" 18"DITCH WIDTH

VARIES - 5' STD

VARIES

8"

6"

8"

6"

VARIES

18" 18"DITCH WIDTH

VARIES - 5' STD

3"

2 OF 2

TRAVERSABLE SLOT FOR DITCH BOTTOM INLETS (2 OF 2)

SD-07



3'-4-1/2"

7"

3'

4'

TYPE "E" INLET GRATE

#4 REBAR @ 12"O.C. E.W.

CONCRETE CHANNEL DRAINSD-08



MIN

. 6'-0

"

CLO

SE

D P

IPE

PIP

ES

SH

ALL

TE

RM

INA

TE 2

' FR

OM

EN

D O

FTR

EN

CH

(C

AP

EN

DS

OF

PIP

E)

OR

CO

NN

EC

TTO

AD

DIT

ION

AL

CA

TCH

BA

SIN

S A

S R

EQ

UIR

ED

.

WR

AP

EN

TIR

E T

RE

NC

H W

ITH

FIL

TER

FA

BR

ICLI

NE

D W

ITH

FIL

TER

FA

BR

IC. O

VE

RLA

P F

ILTE

RFA

BR

IC A

MIN

IMU

M O

F 2'

AT

THE

TO

P O

F

BA

LLA

ST

RO

CK

SH

ALL

BE

FR

OM

FR

ES

H W

ATE

R,

WA

SH

ED

AN

D F

RE

E O

F D

ELE

TER

IOU

S M

ATT

ER

.1. 2.

3.

24"

8"

18"MIN.

18" MIN.

OR

AP

PR

OV

ED

EQ

UA

LB

RIC

K T

O G

RA

DE

2 C

OU

RS

E M

IN.

4 C

OU

RS

E M

AX

.

FILT

ER

FA

BR

IC 3/4

" OR

1 1

/2"

BA

LLA

ST

RO

CK

FILT

ER

FA

BR

IC

PO

LLU

TIO

N R

ETA

RD

AN

T B

AFF

LE A

T E

AC

HC

ON

NE

CTI

ON

PO

INT

TO A

STR

UC

TUR

E.

ALL

EX

FILT

RA

TIO

N T

RE

NC

HE

S S

HA

LL H

AV

E A

4.

8"

PE

RFO

RA

TED

PIP

E. N

OTE

6

ELE

VA

TIO

NC

ON

TRO

LB

AS

IN24"

MIN.

3"

3" M

IN.

(SE

E P

OLL

UTI

ON

RE

TAR

DA

NT

BA

FFLE

DE

TAIL

)

MIN

.

COVER

U.S

.F. F

RA

ME

& G

RA

TE

GA

SK

ETS

SH

ALL

BE

US

ED

WIT

H R

CP

IN

EX

FILT

RA

TIO

N T

RE

NC

H.

5.

NO

TES

:

BA

FFLE

(SE

E D

ETA

IL)

EN

GIN

EE

R T

O S

PE

CIF

Y D

ETA

ILS

OF

THE

C

ON

CR

ETE

STR

UC

TUR

ES

& P

ER

FOR

ATE

D P

IPE

S.

6.

THE

TR

EN

CH

.

NO

TE 6

6"

2' MIN.

1' T

YP

.

EXFILTRATION TRENCH DETAILSD-09



4 ALUMINUM CLIP ANGLE

OP

EN

ING

"W"

PIP

E

TOP VIEW

3"

NEOPRENE GASKET(SEE NOTE #3)

SLOT TYPE ARE REQUIRED.3"x 3"x 1/4" WITH 3/4"

ALUMINUM PIPE

ALUMINUM PIPE.

1/2 ROUND CORRUGATED

WELD TO THE CORRUGATED

1.5"

3"

NEOPRENE GASKET

PIPE DIA.3"

"H"

6"

VA

RIE

S

MIN

.

FRONT VIEW

(IN)H

VARIES

OPEN BOTTOM

MIN

.

3"

(SEE NOTE #3)

C.A.P.HALF PIPE

24"

SEENOTE 5.

6" MIN.

(MIN.)FLOWOUT

18"

SIDE VIEW

16

T2

(IN)W1 W

(IN)DIA.PIPE

(MIN

.)

IN

FLOW

(GAUGE)

SOLID TOP (SEE NOTE #1)

0.75"

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

VARIES

16

16

16

24"

30"

30" 30"

36"

30"

14

14

14

42"

54"

48"

48"

54"

60"

42" 1436"

18"

24"

21"

36"

48"

42"

30"

1.2.ROUND STRUCTURE

RECTANGULAR STRUCTURE

66" 1460"54"

1.5"

15" 24"24"

GENERAL NOTES:

1. ALUMINUM SHEET OF SAME THICKNESS (GAUGE) AS PIPESHALL BE WELDED TO CLOSE OPENING AT THE TOP.

2. BAFFLE SHALL BE AS MANUFACTURED BY SOUTHERNCULVERT OR ENGINEER'S APPROVED EQUAL.

3. NEOPRENE GASKET (3/8" X 2") SHALL BE INSTALLED AT ALLBAFFLES ON THE SIDES AND AT THE TOP.

4. POLLUTION RETARDENT BAFFLE TO BE ATTACHED TOSTRUCTURE WITH 3/8" X 4" STAINLESS STEEL 'RED HEADS'.

5. MINIMUM INVERT ELEVATION ON POLLUTION RETARDENTBAFFLE TO BE 2' BELOW PIPE INVERT.

6. ALL EXFILTRATION TRENCHES SHALL HAVE A POLLUTIONRETARDENT BAFFLE AT EACH CONNECTION POINT TO ASTRUCTURE (SEE EXFILTRATION TRENCH DETAIL).

7. FIBERGLASS BAFFLES ARE NOT PERMITTED.

POLLUTION RETARDENT BAFFLE DETAILSD-10



2:1 CONTROL LINE

REMOVE PLASTIC MATERIALTO THIS LINE.

BOTTOM OF SUBGRADE GUTTER LINE

CONSTRUCT 12"KNOCKOUT FOR 6"U.D. PIPING ON ALLSIDES. INSTALLUNDERNEATHBETWEEN ALLINLETS WHENPLASTIC MATERIALIS ENCOUNTERED.SEE NOTES.

REMOVE PLASTIC MATERIALTO THIS LINE.

CUT LIMIT FOR REMOVAL OFPLASTIC MATERIAL

CAP

UNDERDRAIN AT EACH INLETLOCATION, SEE DETAIL.

MINIMUM GRADE ON UNDERDRAINPIPE SHALL BE 0.2%

2% UNDERCUT BACKSLOPE

42"

FINE AGGREGATE

6" MIN

6" PVC UNDERDRAIN

TYPE I - UNDERDRAIN DETAILGENERAL NOTES:

1. THE UNDERDRAIN PIPE SHALL BE EITHER 5" SMOOTH INTERIOR EQUIVALENT OR 6" CORRUGATEDINTERIOR TUBING UNLESS OTHERWISE SHOWN IN THE PLANS.

2.FINE AGGREGATE SHALL BE QUARTZ SAND MEETING THE REQUIREMENTS OF FLA D.O.T. SECTIONS902-4 OF THE STANDARD SPECIFICATIONS.

3.THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO PREVENT CONTAMINATION OFTHE TRENCH WITH SILT AND FOREIGN MATERIALS.

4.UNDERDRAIN SHALL BE IN ACCORDANCE WITH THE FLA D.O.T. SPECIFICATION SECTION 440.

5. FILTER FABRIC IF USED SHALL BE TYPE D-3 (SEE FLA D.O.T. INDEX 199).

6. WHEN CORRUGATED POLYETHYLENE TUBING WITH SLOTS OR 360° PERFORATIONS IS USED INCONJUNCTION WITH FINE AGGREGATE, A FILTER FABRIC SOCK MEETING FLA D.O.T. SECTION 948-5 ISREQUIRED.

7. IF USED, ALL FILTER FABRIC JOINTS SHALL OVERLAP A MINIMUM OF ONE (1) FOOT.

8. ALL STORM STRUCTURES TO BE CONSTRUCTED WITH TYPICAL KNOCKOUT FOR UNDERDRAINCONNECTION. KNOCKOUTS SHALL BE LOCATED 42" MIN. FROM TOP OF STRUCTURE. KNOCKOUTLOCATION SHALL BE CONSTRUCTED SUCH THAT UNDERDRAINS RUNNING PARALLEL TO ROAD CANBE CONNECTED TO STORM STRUCTURE.

21"

3"

PIPE

ROADWAY UNDERCUT DETAILSD-11



FOOTING

45° BEND

BUILDINGWALL

DOWNSPOUT BYBUILDING CONTRACTOR

45° BEND

P.V.C. ROOF DRAINTO STORM SEWER SYSTEM

FINISH GRADE

NOTE: CONTRACTOR TO VERIFY THAT DOWNSPOUTS WILL FIT INTO ROOF DRAIN PIPE PRIOR TO INSTALLATION

DOWNSPOUT

YARD DRAIN(ACCEPTABLE ASA CLEAN OUT)

GUTTERS, DOWNSPOUTS AND COLLECTION SYSTEM DETAIL

NOTE: A ROOF DRAIN COLLECTION SYSTEM IS REQUIRED ON ALL COMMERCIAL FACILITIES

CLEAN OUT TYP.(INSTALL AT EVERY90° BEND)

BENDS MUST OCCUR UPSTREAMOR DOWNSTREAM OF YARDDRAINS

PVC DOWNSPOUT TILE ADAPTER

3' M

IN.

ROOF DRAIN DOWNSPOUT CONNECTIONSD-12



8" (MIN.) P.V.C. SDR 35 (SIZE PER PLAN)

SADDLE TEE OR EQUAL

P.V.C. RISER

12"SQGRATE(BLACK)

NDS 12" X 12" SUPER SPEE-D-BASINDRAIN #1221 OR EQUAL

FINISHGRADE

FINISHGRADE

NDS 12" X 12" SUPER SPEE-D-BASINDRAIN #1222 OR EQUAL

GRATE(BLACK)12"SQ

CORRUGATED H.D.P.E RISER

GASKETED CORREGATED H.D.P.E. TEE

GASKETED (SOIL TIGHT-MIN.)H.D.P.E. (SMOOTH INTERIOR)PIPE (SIZE PER PLAN) 8" MIN.

ALTERNATE

COMPACTED BACKFILL

VARIES

VARIES

NOTE: GRATES TO BE FLAT IN GRASS AREAS. ATRIUMGRATES REQUIRED IN LANDSCAPED AREAS.

YARD DRAIN DETAILSD-13



NOTES: FOR BEDDING AND TRENCHING

T-180)TOP OF BACKFILL - 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTOMAXIMUM DRY DENSITY (AASHTO T-180). FROM 12" ABOVE TOP OF PIPE TOBOTTOM OF TRENCH TO 12" ABOVE TOP OF PIPE - 95% OF MODIFIED PROCTORMATERIAL UNDER ALL OTHER AREAS SHALL BE COMPACTED AS FOLLOWS: FROMFIED PROCTOR MAXIMUM DRY DENSITY. (AASHTO T-180). BACKFILL AND SELECTDIRT DRIVES), AND PARKING AREAS SHALL BE COMPACTED TO 98% OF THE MODI-

3. ALL BACKFILL AND SELECT MATERIAL UNDER ALL ROADWAYS, DRIVES (INCLUDING

SHALL BE 12" BELOW BOTTOM OF UTILITY.SUITABLE FOUNDATION. FOR ROCK OR OTHER NON-CUSHIONING MATERIAL, DEPTH

2. DEPTH FOR REMOVAL FOR UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH

Minimum Bd = Maximum Dimension of Bell + 8" (Unsheeted Trench)Maximum Bd = Bc + 30"Dimension Bd = Trench Width at Top of Pipe

1. Dimension Bc = Pipe O.D.

1' MIN.

TRENCH WALLS TO BEAS VERTICAL ASPOSSIBLE FROM 1'ABOVE TOP OF PIPETO FINISH GRADE, PERO.S.H.A. REQUIREMENTS.

SEE NOTE 2

COMPACTED GRANULARBEDDING MATERIAL

COMPACTEDSELECT MATERIAL

COMPACTEDBACKFILL

FINISH GRADE

Bc

1' MIN.

Bd

TRENCH WALLS TOBE VERTICAL FOR AMINIMUM OF 1' ABOVETOP OF PIPE LINE

STANDARD PIPE BEDDING DETAILSD-14



STORM DRAIN PIPE IS REQUIRED

1. ROAD CROSS DRAIN PIPE

TO COMPLY WITH THE FOLLOWING STANDARDS

A. ACCEPTABLE TYPES-REINFORCED CONCRETE, GALVANIZED CORRUGATED METAL, CORRUGATED ALUMINUM, CORRUGATED HDPE, A2000 PVC, OR OTHER FDOT APPROVED

B. MINIMUM SIZE-FIFTEEN (15) INCHES DIAMETER OR EQUAL.

C. ENDWALL, INLET, MANHOLE OR MITERED END SECTION WITH CONCRETE COLLARREQUIRED AT EACH END.

B. MINIMUM SIZE-15 (15) INCHES DIAMETER OR EQUAL.

CORRUGATED ALUMINUM, CORRUGATED HDPE, A2000 PVC, OR OTHER FDOT APPROVEDA. ACCEPTABLE TYPES-REINFORCED CONCRETE, GALVANIZED CORRUGATED METAL,

2. ROAD SIDE-DRAIN PIPE

3. STORM SEWER PIPE

A. ACCEPTABLE TYPES-REINFORCED CONCRETE, GALVANIZED CORRUGATED METAL, CORRUGATED ALUMINUM, CORRUGATED HDPE, A2000 PVC, OR OTHER FDOT APPROVED

B. MINIMUM SIZE-15 (15) INCHES DIAMETER OR EQUAL.

C. INLET OR MANHOLE REQUIRED AT EACH CHANGE OF ALIGNMENT OR GRADE

MATERIALS

MATERIALS

MATERIALS

STORM DRAIN PIPE MATERIALSSD-15



1 OF 2

PIPES ENTERING SQUARE STRUCTURESPERPENDICULAR TO WALLS SHOULDBE CUT OFF FLUSH AND NOT PROTRUDEINTO STRUCTURE - NO FILLET.

SO THAT THE MID POINT OF THE PIPEROUND STRUCTURES SHOULD BE CUT OFF AT ODD ANGLES AND PIPES ENTERINGPIPES ENTERING SQUARE STRUCTURES

IS FLUSH WITH THE WALL - THESE WOULDHAVE SMALL FILLETS ABOVE AND BELOWTHE PIPE.

STRUCTURE PIPE GROUTING DETAIL (1 OF 2)SD-16



2 OF 2

MANHOLE

PIPE

FILL PROTRUDING FILLET WITHNON-SHRINKING GROUT

STORM SEWER

STORMSEWER

SLOPE 1/2"/FT. ALLDIRECTIONS TO OUTLET

GROUT (3:1 SAND - CEMENT MIXTURE OR ANY

CLASS CONCRETE)

SECTION

STRUCTURE PIPE GROUTING DETAIL (2 OF 2)SD-17



STORM

TOP VIEW

DETAILSEE JOINT

7"

12" MAX

VARIES

VARIES

VARIES

6"

4'-0" 11"11"5'-10"

5"

GROUT

PRECAST CONCRETEADJUSTMENT RINGS

8"

TONGUE AND GROOVE JOINTTYPICAL DETAIL

#4 REBAR 6" CtoCBOTH WAYS

8" MIN

PRECAST MANHOLE

PRECAST GRADEADJUSTMENT RINGS

MORTAR

MANHOLE FRAME ADJUSTMENT IN PAVED AREAS

1"

2"

A.C.S.C. PAVEMENTPER PLANS &SPECIFICATIONS

BASE

BASE MATERIAL

STABILIZEDSUBGRADE

SOIL BACK FILL

MANHOLE NOTES:1. SEAL ALL PIPE OPENINGS IN PRECAST MANHOLE WITH "EMBECO" NON-SHRINK GROUT OR

APPROVED EQUAL (BOTH INSIDE & OUTSIDE).2. MANHOLE COVERS SHALL BE CLEANED AND PAINTED WITH BLACK RUST-INHIBITING PAINT.3. SET COVERS FLUSH IN PAVED AREAS. 0.1' ABOVE GRADE IN UNPAVED AREAS, AND 0.75' BELOW

GRADE IN GRADED AREAS.ALTERNATE PRECAST MANHOLE TOPS:1. APPROVE CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.2. APPROVED FLAT SLAB TOP MAY BE USED AS AN ALTERNATE.

RAM-NEK PRE-MOLDEDPLASTIC JOINT SEALER

WITH PLASTIC WRAPPER(WRAPPER TO BE

REMOVED)

COMPLETEDJOINT WITH

SQUEEZE OUT

CONCRETE FILLBENCHING (TROWEL

FINISH)

MANHOLE FRAME AND COVER SHALL BE No. 170EAS MANUFACTURED BY US FOUNDRY &MANUFACTURING CORP.

PRE-PRIMED JOINTSURFACES

PIPE INVERTELEVATION

RIMELEVATION

STORM SEWER MANHOLE DETAILSD-18



STORM

TOP VIEW


8" MIN

PRECAST MANHOLE


MORTAR


1"

A.C.S.C. PAVEMENTPER PLANS &SPECIFICATIONS

BASE

BASE MATERIAL

STABILIZEDSUBGRADE

SOIL BACK FILL

RAM-NEK PRE-MOLDEDPLASTIC JOINT SEALER

WITH PLASTIC WRAPPER(WRAPPER TO BE

REMOVED)

COMPLETEDJOINT WITH

SQUEEZE OUT

MANHOLE FRAME AND COVER SHALL BE No. 170EAS MANUFACTURED BY US FOUNDRY &MANUFACTURING CORP.

PRE-PRIMED JOINTSURFACES

7"12" MAX

VARIES

VARIES

GROUTPRECAST CONCRETEADJUSTMENT RINGS

8"

CUT OUT FOR EXIST.PIPE PER PLANS

BASE TO BEFIELD CAST

MANHOLE NOTES:1. SEAL ALL PIPE OPENINGS IN PRECAST MANHOLE WITH "EMBECO" NON-SHRINK GROUT OR

APPROVED EQUAL (BOTH INSIDE & OUTSIDE).2. MANHOLE COVERS SHALL BE CLEANED AND PAINTED WITH BLACK RUST-INHIBITING PAINT.3. SET COVERS FLUSH IN PAVED AREAS. 0.1' ABOVE GRADE IN UNPAVED AREAS, AND 0.75' BELOW

GRADE IN GRADED AREAS.ALTERNATE PRECAST MANHOLE TOPS:1. APPROVE CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE.2. APPROVED FLAT SLAB TOP MAY BE USED AS AN ALTERNATE.

DETAILSEE JOINT

CONCRETE FILLBENCHING (TROWEL

FINISH)

PIPE INVERTELEVATION

RIMELEVATION

STORM SEWER DOGHOUSE MANHOLE DETAILSD-19



1. FLARED END SECTIONS SHALL CONFORM TO THEREQUIREMENTS OF ASTM C-76 WITH THE EXCEPTION THATDIMENSIONS AND REINFORCEMENT SHALL BE ASPRESCRIBED IN THE TABLE IN FLORIDA D.O.T. INDEX No.270. CIRCUMFERENTIAL REINFORCEMENT MAY CONSIST OFEITHER ONE CAGE OR TWO CAGES OF STEEL.COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4000PSI. SHOP DRAWINGS FOR FLARED END SECTIONS HAVINGDIMENSIONS OTHER THAN AS SHOWN ON INDEX No. 270MUST BE SUBMITTED FOR APPROVAL TO THE ENGINEER.

2. CONNECTIONS BETWEEN THE FLARED END SECTIONAND THE PIPE CULVERT MAY BE ANY OF THE TYPESDETAILED IN FLORIDA D.O.T. INDEX No. 270.

3. TOE WALLS SHALL BE CONSTRUCTED WHEN SHOWN ONTHE PLANS OR AT LOCATIONS DESIGNATED BY THEENGINEER.

DIA

C

A

B

D

DIA+1"

AA

B

B

R2 E

T

T

R1-1/2"P

E

DIA

PLAN VIEW SECTION A-A

SECTION B-B

R.C.P. FLARED END SECTION DETAILSD-20



MITERED END SECTION DETAIL (1 OF 2)SD-21



MITERED END SECTION DETAIL (2 OF 2)SD-22



#4

HO

OP

#5

HO

OP

PE

RP

EN

DIC

ULA

RB

AR

S A

PA

RA

LLE

L B

AR

S B

2 - #

7 E

AC

H W

AY

PLA

CE

D O

N T

OP

OF

BARS A & B AT 45°

2 A

DD

ITIO

NA

LB

AR

S A

@ 5

" C/C

C LC L

TYP

E A

OR

BR

ISE

R

A

TOP

SLA

B R

EIN

FOR

CIN

G S

TEE

L D

IAG

RA

M

2 - #

5 H

OO

P B

AR

S(2

LA

P S

PLI

CE

SP

ER

MIT

TED

)

BA

RS

AS

HO

RT

WA

YB

AR

S B

LON

G W

AY

2 A

DD

ITIO

NA

L B

AR

S A

@ 5

" C/C

C LTY

PE

A O

RB

RIS

ER

12" T

YP

C L

B

2 A

DD

ITIO

NA

LB

AR

S B

@ 5

" C/C

2 A

DD

ITIO

NA

LB

AR

S B

@ 5

" C/C

3'-6

"

BA

RS

AB

AR

S B

BA

R B

BA

R A

8" T

YP

2 E

XTR

A #

4's

EA

CH

SID

E A

ND

AB

OV

E O

PE

NIN

G

#4

@ 1

2" C

/C B

W(H

OR

IZ. B

AR

S C

ON

T.A

RO

UN

D C

OR

NE

RS

FOR

RE

CTA

NG

ULA

RR

ISE

RS

)

SLA

B T

HIC

KN

ES

S(S

EE

TA

BLE

)

PAID FOR AS INLETS, EA.

RISER OR INLET TOP(RISER SHOWN)

SLA

B T

HIC

KN

ES

S (

SE

E T

AB

LE)

6" T

YP

3'-6

"O

R4'

-0"

3'-6"Ø

OR

4'-0"Ø

NO

TE:

WH

EN

TH

E IN

SID

E D

IAM

ETE

R O

F A

RO

UN

DS

TRU

CTU

RE

IS M

OR

E T

HA

N 1

'-6" L

AR

GE

RTH

AN

TH

E O

PE

NIN

G IN

TH

E R

ISE

R O

R T

OP

SLA

B, T

HE

TO

P O

F TH

E S

TRU

CTU

RE

OR

RIS

ER

SH

ALL

BE

CO

NS

TRU

CTE

D A

CC

OR

DIN

GTO

TH

E "S

PE

CIA

L TO

P S

LAB

" DE

TAIL

S.

REFERENCE BOTTOM SLAB DEPTH

TOP

SLA

B R

EIN

FOR

CIN

G

SU

PP

LEM

EN

TAL

BA

R A

OR

B

1-1/

2"

DE

SIG

N S

LAB

TH

ICK

NE

SS

1-1/

2"

OP

TIO

NA

L S

HE

AR

KE

Y

BO

TTO

M S

LAB

RE

INFO

RC

ING

1-1/

2"3-

1/4"

1-1/

2"

SH

EA

R K

EY

OP

TIO

NA

L S

HE

AR

KE

Y

10°

DR

AFT

10°

DR

AFT

SH

EA

RK

EY

WA

LL R

EIN

FOR

CE

ME

NT

C

9 - #

4 TI

ES

@ 1

2" C

/C

RO

TATE

#4

BA

RS

AS

RE

QU

IRE

D T

OM

AIN

TAIN

CO

VE

R

#5

PE

RIP

HE

RA

LR

EIN

FOR

CE

ME

NT

1'-6

"M

AX

#4

TIE

S @

12"

C/C

#5

PE

RIP

HE

RA

LR

EIN

FOR

CE

ME

NT

WA

LLR

EIN

FOR

CE

ME

NT

1. S

LAB

RE

INFO

RC

EM

EN

T IS

AP

PR

OP

RIA

TE F

OR

TO

P,

INTE

RM

ED

IATE

, AN

D B

OTT

OM

SLA

BS

.

2. W

ALL

DE

PTH

IS M

EA

SU

RE

D T

O T

HE

TO

P O

F TH

E B

OTT

OM

SLA

B F

OR

BO

XE

S A

ND

TO

TH

E T

OP

OF

THE

INTE

RM

ED

IATE

SLA

B F

OR

RIS

ER

S.

3. W

ALL

HE

IGH

T IS

TH

E D

ISTA

NC

E B

ETW

EE

N T

HE

TO

P O

FTH

E L

OW

ER

SLA

B T

O B

OTT

OM

OF

UP

PE

R S

LAB

.

C L

AB

ALT

ER

NA

TE A

SE

CTI

ON

A-A

REFERENCE TOPSLAB DEPTH

#4

@ 1

2"C

/C E

W

BA

RS

A

BA

RS

B

BA

R B

BA

R A

8" T

YP

EX

TRA

RE

INFO

RC

ING

AT

OP

EN

ING

#4

@ 1

2" C

/C B

W(H

OR

IZ. B

AR

S C

ON

T.A

RO

UN

D C

OR

NE

RS

FO

RR

EC

TAN

GU

LAR

RIS

ER

S)

SLA

B T

HIC

KN

ES

S(S

EE

TA

BLE

)

PAID FOR AS INLETS, EA.

RISER OR INLET TOP(RISER SHOWN)

SLA

B T

HIC

KN

ES

S (

SE

E T

AB

LE)

6" T

YP

3'-6

"(T

YP

)

NO

TE:

WH

EN

TH

E IN

SID

E D

IAM

ETE

R O

F A

RO

UN

DS

TRU

CTU

RE

IS M

OR

E T

HA

N 1

'-6" L

AR

GE

RTH

AN

TH

E O

PE

NIN

G IN

TH

E R

ISE

R O

R T

OP

SLA

B, T

HE

TO

P O

F TH

E S

TRU

CTU

RE

OR

RIS

ER

SH

ALL

BE

CO

NS

TRU

CTE

D A

CC

OR

DIN

GTO

TH

E "S

PE

CIA

L TO

P S

LAB

" DE

TAIL

S.

REFERENCE BOTTOM SLAB DEPTH

1. S

LAB

RE

INFO

RC

EM

EN

T IS

AP

PR

OP

RIA

TE F

OR

TO

P, I

NTE

RM

ED

IATE

,A

ND

BO

TTO

M S

LAB

S.

2. W

ALL

DE

PTH

IS M

EA

SU

RE

D T

O T

HE

TO

P O

F TH

E B

OTT

OM

SLA

B F

OR

BO

XE

S A

ND

TO

TH

E T

OP

OF

THE

INTE

RM

ED

IATE

SLA

B F

OR

RIS

ER

S.

3. W

ALL

HE

IGH

T IS

TH

E D

ISTA

NC

E B

ETW

EE

N T

HE

TO

P O

F TH

E L

OW

ER

SLA

B T

O B

OTT

OM

OF

UP

PE

R S

LAB

.

ALT

ER

NA

TE B

SE

CTI

ON

B-B

REFERENCE TOPSLAB DEPTH

#4

@ 1

2"C

/C E

W

DE

SIG

N S

LAB

TH

ICK

NE

SS

SE

E D

ES

IGN

TA

BLE

FOR

VE

RTI

CA

L A

ND

HO

RIZ

ON

TAL

BA

RS

SP

EC

IAL

TOP

SLA

BS

EC

TIO

N C

-CC

TOP

SLA

B R

EIN

FOR

CIN

GS

TEE

L D

IAG

RA

MS

LAB

TO

WA

LL D

ETA

ILS

FO

RP

RE

CA

ST

ALT

ER

NA

TE W

ITH

8" W

ALL

S

STORM SEWER STRUCTURE BOTTOMS TYPE J AND P (1 OF 2)

SD-23



SH

OR

T-W

AY

SLA

B

LON

G-W

AY

SC

HS

LAB

SC

H

B

DE

PTH

DE

PTH

BS

IZE

: 3'-6

" X U

NLI

MIT

ED

C

SIZ

E: 4

'-0" X

UN

LIM

ITE

D

B C D

B C

SIZ

E: 5

' X 5

'

C B C D F

C B C D F

SIZ

E: 5

' X 6

'

C B C D F

C B C D

SIZ

E: 5

' X 7

'

C B C D F

C B C D

SIZ

E: 5

' X 8

'

C B C D F

B C

SIZ

E: 5

' X 9

'

C B C D F

B C

SIZ

E: 7

' X 9

'

SIZ

E: 7

' X 8

'

SIZ

E: 7

' X 7

'

SIZ

E: 6

' X 9

'

SIZ

E: 6

' X 8

'

SIZ

E: 6

' X 7

'

SLA

B

LON

G-W

AY

SIZ

E: 6

' X 6

'

DE

PTH

GEDCDEGEDCDE

GEDCDEGEDCDFDCBCD

SH

OR

T-W

AY

SLA

BD

EP

TH

C C FDCBDFDBCD

SC

H

GEDCDEGEDCDEGEDCDEEDCBCDFDCBCDFDCBCDFDCD BC

SC

H

SIZ

E: 9

' X 9

'

D E GF C

D E GF C

SC

H

SIZ

E: 8

' X 8

'

SIZ

E: 8

' X 9

'

C C D FB CDD G

SH

OR

T-W

AY

DE

PTH

SLA

B

D C B

SC

H

LON

G-W

AY

DE

PTH

SLA

B

D F GC DEC D GD C B

SIZ

E: 3

'-6"

WA

LLD

EP

TH

VE

RT.

RE

INF.

WA

LLD

EP

TH

HO

RIZ

. RE

INF.

A

SC

H

B

SC

H B

A

SIZ

E: 4

'-0"

B C

A

SIZ

E: 5

'-0"

B C

A

SIZ

E: 6

'-0"

SIZ

E: 7

'-0"

A

B C D

SIZ

E: 8

'-0"

AC DB F

SIZ

E: 9

'-0"

A

FC D

WA

LL D

ES

IGN

SR

EC

TAN

GU

LAR

STR

UC

TUR

ES

SIZ

E: 5

'-0"

SIZ

E: 4

'-0"

SIZ

E: 3

'-6"

SLA

BD

EP

TH

C D

SLA

BTH

ICK

NE

SS

SC

H

SIZ

E: 1

0'-0

"

SIZ

E: 6

'-0"

SIZ

E: 8

'-0"

E E GDCD GE ECE GB C D

SIZ

E: 1

2'-0

"

GEEC D

8" 8" 8" 10"

10"

10"

12"

12"

8" 8" 8" 8"8"8"

C C

10"

10"

10"

12"

12"

12"

12"

12"

14"

14"

SLA

B D

ES

IGN

S -

SQ

UA

RE

AN

D R

EC

TAN

GU

LAR

STR

UC

TUR

ES

(ALL

SLA

BS

8" T

HIC

K -

RE

INFO

RC

ING

PA

RA

LLE

L TO

SH

OR

T W

AY

AN

D L

ON

G W

AY

)S

LAB

DE

SIG

NS

RO

UN

D S

TRU

CTU

RE

S

SC

HA B C D E F G

SQ

. IN

. / F

OO

T0.

200.

240.

370.

530.

731.

061.

45

RE

INFO

RC

ING

SC

HE

DU

LE

GR

AD

E 6

0 S

TEE

LO

R65

KS

I WIR

E F

AB

RIC

STORM SEWER STRUCTURE BOTTOMS TYPE J AND P (2 OF 2)

SD-24



PRE-CASTINLET TOP

PRE-CASTINLET BOXOR RISER

BUILD-UP WITHBRICKS OR PRECASTRISER SECTIONS

1/4" GROUTFACING, TO BEWATERTIGHT

PRECAST INLET TOP ADJUSTMENT DETAILSD-25



GENERAL NOTES:

1. THIS INLET IS DESIGNED FOR SWALES, DITCHES, OROTHER AREAS SUBJECT TO HEAVY WHEEL LOADS, MINIMUMDEBRIS AND SUBJECT TO PEDESTRIAN AND/OR BICYCLETRAFFIC. PRECAST STRUCTURE SHOWN. CAST IN PLACESTRUCTURE MUST ADHERE TO FLORIDA DOT INDEX NO. 221.

2. REINFORCING - #4 BARS AT 12" CTRS. BOTH WAYS INWALLS. SLAB TO HAVE #4 BARS AT 8" CTRS BY #4 BAR AT 11"CTRS. AS SHOWN IN THE DETAIL DRAWINGS.

3. ALL EXPOSED EDGES AND CORNERS SHALL BE TOOLEDTO 1/4" RADIUS.

4. RECOMMENDED PIPE SIZES ARE FOR CONCRETE PIPE; 24"FOR THE 3'-3" WALL AND 30" FOR THE 3'-10" WALL.

5. GRATE FRAME SHALL BE FABRICATED FROM 1/2" STEELPLATE WITH ALL SEAMS WELDED CLOSED. FRAME SHALL BEHOT DIP GALVANIZED AFTER FABRICATION.

6. GRATE SET SHALL BE U.S. FOUNDRY #6651 OR EQUAL.GRATING SHALL BE HOT DIP GALVANIZED AFTERFABRICATION AND SHALL BE SUPPLIED WITH CHAIN, COLDSHUT AND EYE BOLT.

7. FOR SUPPLEMENTARY DETAILS SEE FLORIDA DOT INDEX201 AND 221.

4'-10"6" typ

4'-3"6" typ

6'

#4 @11" Ctrs #4 @ 8" Ctrs

5-5/16"

#4 @ 12"CCEW

4'-3" 5-5/16"

18-7/16"

INLET GRATE

SECTION B-B SECTION A-A

INLET ELEVATION

2.5%SLOPE

INLET WITH STRUCTURE BOTTOM

4'-2" 3'-10'

3'-10"OR 3'-3"

3'-10"OR 3'-3"

TWO (2) REQUIRED PER INLET

FILLER BLOCK AND GROUT2.5%SLOPE

HORIZ.WALLRELIEF.SEETABLE 1,FDOTINDEX 221,SHEET1 OF 2

TYPE V INLET DETAILSD-26



1. THE FOLLOWING LIST REPRESENTS A BASIC EROSION AND SEDIMENT CONTROL PROGRAM WHICH ISTO BE IMPLEMENTED TO HELP PREVENT OFF SITE SEDIMENTATION DURING AND AFTERCONSTRUCTION OF THE PROJECT.

2. TEMPORARY EROSION CONTROL TO BE UTILIZED DURING CONSTRUCTION AT AREAS DESIGNATED BYTHE ENGINEER OR AREAS ON SITE WHERE UNSTABILIZED GRADES MAY CAUSE EROSION PROBLEMS.EROSION CONTROL MAY BE REMOVED AFTER UPSLOPE AREA HAS BEEN STABILIZED BY SOD, ORCOMPACTED AS DETERMINED BY THE ENGINEER.

3. PERMANENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AT THE EARLIESTPRACTICAL TIME CONSISTENT WITH GOOD CONSTRUCTION PRACTICES. ONE OF THE FIRSTCONSTRUCTION ACTIVITIES SHOULD BE THE PLACEMENT OF PERMANENT AND TEMPORARY EROSIONAND SEDIMENT CONTROL MEASURES AROUND THE PERIMETER OF THE PROJECT OR THE INITIALWORK AREA TO PROTECT THE PROJECT, ADJACENT PROPERTIES AND WATER RESOURCES.

4. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE COORDINATED WITHPERMANENT MEASURES TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROLTHROUGHOUT THE CONSTRUCTION PHASE. TEMPORARY MEASURES SHALL NOT BE CONSTRUCTEDFOR EXPEDIENCY IN LIEU OF PERMANENT MEASURES.

5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE ADEQUATELY MAINTAINED TO PERFORMTHEIR INTENDED FUNCTION DURING CONSTRUCTION OF THE PROJECT.

6. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT OF BARRIERS SHALL BE ACCOMPLISHEDPROMPTLY.

7. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. THEY MUST BE REMOVED WHENTHE LEVEL OF DEPOSITION REACHES APPROXIMATELY ONE HALF THE HEIGHT OF THE BARRIER.

8. MATERIAL FROM SEDIMENT TRAPS SHALL NOT BE STOCKPILED OR DISPOSED OF IN A MANNER WHICHMAKES THEM READILY SUSCEPTIBLE TO BEING WASHED INTO ANY WATERCOURSE BY RUNOFF ORHIGH WATER.

9. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE BARRIERS ARE NO LONGER REQUIREDSHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED.

8"

15"TO18"

POST OPTIONS: WOOD 2-1/2"Ø MIN. WOOD 2"X4" OAK 1-1/2"X1-1/2" STEEL 1.33 LBS/FT MIN.

6' MAX

POST TO BE 3' ORMORE IN LENGTH

FILTER FABRIC(IN CONFORMANCE WITH FDOTSPECIFICATIONS, SECTION 985)

GRADE

PRINCIPAL POSTPOSITION (20°TOWARD FLOW)

OPTIONAL POST POSITION (VERTICAL)

AREA TO BE PROTECTED

UP SLOPE

COMPACTED SOILTO PREVENT PIPING

STAKEELEVATION

SECTION

8" OF FABRICTO BE BURIED

TEMPORARYSILT FENCE

SILTFLOW

SEDIMENT

LADEN RUN

OFF

FILTEREDRUN OFF

SILT FENCE AND EROSION CONTROL DETAILSD-27



RUNOFF WATER

FDOT NO. 1 COARSEAGGREGATE (12"MIN. DEPTH)

12" WIRE MESH

FILTEREDWATER

OPTION 2 GRAVEL AND WIRE MESH FILTER

WRAP GRATE, TOPAND BOTTOM WITH

GEOTEXTILE FABRIC

OPTION 1 SILT FENCE BARRIER

FILTEREDWATER

2"X4" WOOD FRAME4 SIDES OF DROP INLET

ATTACH FILTER FABRICSECURELY TO 2X4 WOOD

FRAME, OVERLAPPINGFABRIC TO NEXT STAKE

TOP FRAME NECESSARYFOR STABILITY

A

A

A MINIMUM OF 12" OFSILT FENCE MUST BEBURIED IN TRENCH

SILTFENCE

NOTES:

1. DROP INLET SEDIMENT BARRIERS ARETO BE USED FOR SMALL NEARLY LEVELDRAINAGE AREAS (LESS THAN 5%).

2. USE 2"X4" WOOD OR EQUIVALENTMETAL STAKES (3 FT. MIN. LENGTH).

3. INSTALL 2"X4" WOOD FRAME TOENSURE STABILITY.

4. SEE EROSION CONTROL PLAN FORLOCATIONS AND APPLICABILITY.

SECTION A-A

15" MIN.18" MAX.

36" MIN.

18"MIN.

DROP INLET SEDIMENT FILTER DETAILSD-28



FILTEREDWATER

12" WIRE MESH

RUNOFFWATER

SAND BAG(TYP.)

8" PERFORATEDUNDERDRAIN COVERED

WITH FILTER SOCK

IRONGRATE

SECTION B-B

B

B

OPTION 2 GRAVEL AND WIRE MESH

SECTION A-A

OPTION 1 UNDERDRAIN FILTER

A

A

8" PERFORATEDUNDERDRAIN COVERED

WITH FILTER SOCK

UNDERDRAIN TOFULLYCOVER INLETTHROAT

FDOT NO. 1COARSEAGGREGATEFILTER

FILTERED WATER

RUNOFFWATER

312' X 12' FDOT NO 1

COARSEAGGREGATE FILTER

SAND BAG (TYP.)

NOTES:1. DIMENSIONS OF SEDIMENT FILTERDETAILS MAY BE ADJUSTED FORTYPE "9" CURB INLET TOPS.2. PRE-MANUFACTURED INLET SOCK MAY BESUBSTITUTED IF APPROVED BY THE ENGINEER.3. SEE EROSION CONTROL PLAN FORLOCATION AND APPLICABILITY.

RUNOFFWATER12"

12"RUNOFFWATER

CURB INLET SEDIMENT FILTER DETAILSD-29



COARSE AGGREGRATEF.D.O.T. # 1

PUBLIC ROADHARD SURFACE

6" MINIMUM

AS REQUIRED

50' MINIMUM

THICKNESS

GRAVEL CONSTRUCTION ENTRANCE DETAILSD-30



TEMPORARY CAPOR FILTER FABRICTAPED TO PIPE

TEMPORARY PLUGOR FILTER FABRICTAPED TO PIPE

MIN. 12"

TEMPORARY PIPE END SEDIMENT PROTECTION DETAILSD-31



DIRECTION OFSURFACE WATERFLOW

NOTE: 1) NO FUEL, PETROLEUM PRODUCTS OR HAZARDOUS WASTE TO BE STORED ON-SITE. 2) ALL EROSION & SEDIMENT PROTECTION MUST BE INSPECTED WEEKLY OR AFTER EACH 1/2" RAINFALL. ANY MEASURE NOT FUNCTIONING PROPERLY SHALL BE IMMEDIATELY REPAIRED OR REPLACED. RECORDS OF ALL INSPECTIONS MUST BE KEPT ON-SITE.

TEMP. PIPE STUB-UPSEDIMENT PROTECTION (TYP.)

SEDIMENT/ SILTFENCE BARRIER (TYP)

DROP INLETSEDIMENT

FILTER (TYP)

TEMP. CONSTRUCTION DEBRIS DUMPSTER

PORTABLE TOILET(LOCATED ON HIGH SIDE OF PROJECT)

TEMP. CONSTRUCTION ENTRANCE

TEMP. CONCRETE TRUCKWASHOUT AREA(LOCATED ON HIGH SIDE OF PROJECT)

CURB INLET PROTECTION (TYP)

CURB INLET PROTECTION (TYP)

SAMPLE EROSION AND SEDIMENT CONTROL PLAN DETAIL

SD-32


FILE NAME: SM - SIGN AND MARKING DETAILS.DWG

HANDICAP SIGN DETAIL

FTP-20-06

1û" R

18"

6"

3/8" BLUE

BORDER

12"

9"

6"

SIGN

REFLECTORIZED WHITEBACKGROUND WITH 1 1/2"BLUE LETTERS

POST: 3" DIA. X .125 WALL EXTRUDED ALUMINUM

(STRAIGHT, SMOOTH).

BACK PLATE: CAST ALUMINUM A356.2 ALLOY.

DOT INSERT: FTP-20-06 SIGN

FASTENERS: ALL FASTENERS ARE STAINLESS STEEL.

1" TYP.

12"

3"

2" (TYP.)

#4 @ 12" O.C.#4 @ 12" O.C.

3" DIA. ALUMINUM POST,REFER TO NOTE 4

COMPACTEDFILL

BASE

ASPHALTPAVEMENT

12" DIA. 3000 PSICONCRETE BASE

3" (

MIN

.)30

" MIN

.

30"

12" INSERT18

"

8'-6

"

12"

6"7'

-0"

BACK PLATESBLACK ALUMINUM

18" INSERT

3"DIA.

6'-0

"

MOUNTED @ 6'-0" W/MAX. FINE POSTED SIGN: (6"X12") MOUNTED @ 7'-0" FDOT FTP-20-06 (12"X18")HANDICAP PARKING SIGN:

3/8" BLUEBORDER

ONLY

DISABLEDPERMIT

PARKING BY

1 1/

2"1

1/2"

NOTES:

1. ALL LETTERS ARE 1" SERIES "C".

2. TOP PORTION OF SIGN SHALL HAVE A REFLECTORIZED BLUEBACKGROUND WITH REFLECTORIZED SYMBOL AND BORDER.

3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZEDWHITE BACKGROUND WITH BLACK OPAQUE SYMBOL ANDBORDER.

4. COMPACT BACKFILL BELOW FOOTER TO 98% MAX. DENSITYPER AASHTO T-180.

5. CONCRETE TO BE 3000 PSI

6. REBAR TO BE GRADE 60

7. ALUMINUM POST SHALL BE COATED PER MANUFACTURERECOMMENDATION TO PREVENT DIRECT CONTACTBETWEEN ALUMINUM AND CONCRETE OR A SLEEVE SHALLBE PROVIDED IN THE CONCRETE BASE.

8. EXPOSED CONCRETE BASE SHALL NOT BE PAINTED

PARKING LOT INSTALLATION

HANDICAP SIGN DETAIL (1 OF 2)SM-01



FTP-20-06

1û" R

3/8" BLUE

BORDER

SIGN

REFLECTORIZED WHITEBACKGROUND WITH 1 1/2"BLUE LETTERS

HANDICAP SIGN DETAIL

POST: 3" DIA. X .125 WALL EXTRUDED ALUMINUM

(STRAIGHT, SMOOTH).

BACK PLATE: CAST ALUMINUM A356.2 ALLOY.

DOT INSERT: FTP-20-06 SIGN

FASTENERS: ALL FASTENERS ARE STAINLESS STEEL.

1" TYP.

MOUNTED @ 6'-0" W/MAX. FINE POSTED SIGN: (6"X12") MOUNTED @ 7'-0" FDOT FTP-20-06 (12"X18")HANDICAP PARKING SIGN:

18"

9"

6"

6"

12"

1 1/

2"1

1/2"

NOTES:

1. ALL LETTERS ARE 1" SERIES "C".

2. TOP PORTION OF SIGN SHALL HAVE AREFLECTORIZED BLUE BACKGROUND WITHREFLECTORIZED SYMBOL AND BORDER.

3. BOTTOM PORTION OF SIGN SHALL HAVE AREFLECTORIZED WHITE BACKGROUND WITHBLACK OPAQUE SYMBOL AND BORDER.

PARKING BY

PERMITDISABLED

ONLY

GRASS OR LANDSCAPED

ALTERNATE

AREA INSTALLATION

SIDEWALK INSTALLATION

COMPACTEDBACKFILL

3/8" BLUEBORDER

6'-0"

3"DIA.

12" INSERT6"

18" INSERT

8'-6"

6"

7'-0"

12"

3'

3'

4" CONCRETESIDEWALK

BACK PLATESBLACK ALUMINUM

HANDICAP SIGN DETAIL (2 OF 2)SM-02



2" SQUARE GALVANIZED POST

30"

7'-0"12'-6"

3'-0"

ON 2" SQUARE GALVANIZED POST

R1-1, 30"X30"

STOP SIGN DETAILSM-03



CL

CURB AND GUTTER

ROADWAY

4" WHITE STRIPE24'

6.5'

PARALLEL PARKING STRIPING DETAILSM-04



4" STRIPES-PAINTTRAFFIC WHITE

(BLUE IF HANDICAP)(15 MILS. MIN.THICKNESS)

60°

10'

12' (H.C.)

20.00'19'-10"

19'-10"

39'-8"

3' R

4' R

20' R

3' R

CURBED ISLAND

PARKING LOT STRIPING DETAILSM-05



LC ROADWAY

C R

OA

DW

AY

L

TYPE 'F'CURB12" WIDE WHITETHERMOPLASTICSTRIPE (TYP.)

6" HEADERCURB (TYP.)

6' WIDESIDEWALK

6'

RAMP

PEDESTRIAN CROSSING DETAILSM-06



20'

20.59'

60

18'

10' 23.77'

CURB OR SIDEWALK (TYP)

ANGLE PARKING DETAILSM-07



25'

10'

10'

CURB OR SIDEWALK (TYP.)

4" WIDE WHITE STRIPE (TYP.)

CONCRETE WHEEL STOP (TYP.)

20'

20'

PARKING DETAILSM-08



22'-0"

6'-0"10'-0"6'-0"

3.5"

BU

MP

25 MP

H

BU

MP

AH

EA

D

22' 150'

6'6'

ROAD HUMP

ROAD HUMP SIGNINGONE SIGN EACH REQUIRED AT THE

APPROACH TO A SERIES OF ROAD HUMPS

ROAD HUMP PAVEMENT MARKINGS

2' SPACE

C

12'

VARIES

10'

C =12" SOLID WHITE

NOTE:PERMANENT PAVEMENT MARKINGS SHALLBE ALKYD THERMOPLASTIC WITH GLASSBEADS. CONTRACTOR TO SUBMITSPECIFICATIONS TO TRIBE FOR APPROVALPRIOR TO INSTALLATION

6'6'

SPEED LIMITMAY VARY

ROAD HUMP SIGNING AND MARKING DETAILSM-09



MECHANICALLY TAMPED BACK FILL

5' (TYP)

28' (TYP)

OPTIONAL 24" DIA. X 30"TALL CONCRETE COLLAR(PAINT TO MATCH POLE)

POLE TYPE:MOD RT45 - 20 - DE - TXT(GRY) - 40 - 60(28' PAH)BY WHATLEY - A VALMONTCOMPANY OR APPROVED EQUAL

BACK OF CURB AND GUTTER

FIXTURE TYPE:HLML - 80 - W+(HIGHLIGHT ML - 80,ENHANCED BRIGHTNESS,WIDE ANGLE)

NOTE:USE HLMLBT - 80 - AGDC(HIGHLIGHT ML - 80 DEEPCYCLE BATTERIES)

COMPACTED SUBGRADE

THIS DETAIL TO BE USED FOR PARKING LOTS AND NON-ROADWAY USES ONLY.

SITE LIGHT DETAILSM-10



2"

4"

2"

BLU

E

WH

ITE

4"

BLU

E

4"

WH

ITE

4"

4" WHITE BORDER5'

4" WIDE WHITE STRIPES@ 45°, 4' ON CENTER

F.D.O.T. FTP-20-06HANDICAP

PARKING SIGN

WHITE

12'

STRIPING

18'

RAMP IF PAVEMENT ISBELOW SIDEWALK

BOLLARDS IF PAVEMENT ISFLUSH WITH SIDEWALK

7' MIN 3'

DETECTABLE WARNINGIF PAVEMENT IS FLUSHWITH SIDEWALK

5'

2'

2 % M

AX

.

HANDICAP PARKING STRIPING DETAILSM-11


FILE NAME: SS - SANITARY DETAILS

LEGEND

PROPOSED DOUBLE SEWER SERVICE

EXISTING SINGLE SEWER SERVICE

MANHOLE NUMBER

EXISTING LIFT STATION

EXISTING DOUBLE SEWER SERVICE

PROPOSED SANITARY SEWER

EXISTING SANITARY SEWER

PROPOSED MANHOLE

EXISTING MANHOLE

PROPOSED SINGLE SEWER SERVICE

S-1

PROPOSED CLEAN-OUTC.O.

L.S.

L.S. PROPOSED LIFT STATION

SANITARY LEGENDSS-01



PRECAST CONCRETEOR APPROVED EQUAL

BRONZE1/2" FLOW BALL VALVEWITH QUICK DISCONNECTCOUPLING

FINISHED GRADE

AIR RELEASE ORVACUUM VALVE

BRONZE1" FLOW BALL VALVE

2" SHUT OFFVALVE

FDOT #57 STONETO EXTEND 6"

AROUND BASE PAD

CAST IRON FRAME ANDCOVER WITH ACCESS LID OR

300 PSF ALUMINUM HATCH

DOGHOUSE STYLECUT-OUT EACH SIDE

4' MIN.

SERVICE SADDLE

DUCTILE IRON PIPETHROUGH STRUCTURE

NOTE:ENGINEER TO SPECIFY STRUCTURE & LID/HATCH DETAILS

FORCE MAIN AIR RELEASE VALVE DETAILSS-02



1.0% MIN. SLOPE

VARIES

1'

RIGHT-OF-WAY

FINAL GRADE

6" PVC PIPE

PVC WYE

PVC 45° BEND

2 45°BENDS OR 90°LONG RADIUS SWEEP

TYPICAL 8" PVCSEWER GRAVITY MAIN

60°

6"X4" PVC WYE

4" PVC PIPE

CLEAN OUT

TEMPORARY CAP

NOTE:LOT NUMBER SHALL BE WRITTEN ON THEHOUSE SERVICE PIPE WITH PERMANENTMARKER SO THAT IT IS CLEARLY

PLAN VIEW

SIDE VIEW

VISIBLE FROM THE ROAD.

6"X4" PVC WYE

3' MIN.

13' TYP

6" PVC PIPE 4" PVC PIPE

6" PVC PIPE

6" PVC PIPE

6" PVC PIPE

4" PVC PIPE

TEMPORARY PLUG

RIGHT-OF-WAY

SANITARY SEWER SINGLE SERVICESS-03



1.0% MIN. SLOPE

13'

1'

RIGHT-OF-WAY

2'

PROPERTY LINE

FINAL GRADE

6" PVC PIPE

PVC WYE

6" PVC 45° BEND

2 45°BENDS OR 90°LONG RADIUS SWEEP

TYPICAL 8" PVCSEWER GRAVITY MAIN

60°

6"X4" PVC DOUBLE WYE

4" PVC PIPE

6" CLEAN OUT

TEMPORARY CAPNOTE:LOT NUMBER SHALL BE WRITTEN ON THE6" HOUSE SERVICE PIPE WITH PERMANENTMARKER SO THAT IT IS CLEARLY

PLAN VIEW

SIDE VIEW

VISIBLE FROM THE ROAD.

6"x4" DBL. WYE(ROTATED 90° FORCLARITY)

3' MIN.

6" PVC PIPE

6" PVC PIPE

6" PVC PIPE

4" PVC PIPE

TEMPORARY PLUG

4" PVC PIPE

FROM PROPERTYLINE TO HOUSE WILLBE 4" SERVICE LINE

6" PVC PIPE 4" PVC PIPE

4" PVC PIPE

RIGHT-OF-WAY

SANITARY SEWER DOUBLE SERVICESS-04



EXISTING SEWERLATERAL CLEANOUT

VARIES

4" THICK X 24"ØCONCRETE PAD

VARIES

INSTALL WYE & BENDOR SANITARY TEE ATTHE APPROPRIATEELEVATION

THREADED PVC ADAPTERWITH A THREADED, PVC CLEANOUTPLUG (UNPAVED AREAS) ORCAST IRON CLEANOUT FRAME WITH ATHREADED, SQUARE SOCKET HEADBRASS PLUG (PAVED AREAS).

INSTALL SERVICELINE FROM

BUILDING

EXISTING SEWER LATERALFROM MAINNOTE: IF DEPTH OF EXISTING SEWER

LATERAL IS INSUFFICIENT TO CONSTRUCT AS SHOWN, EXTEND

LATERAL AS APPROPRIATE.

CONNECTION TO EXISTING SEWER LATERAL DETAILSS-05



SANITARY

TOP VIEW

DETAILSEE JOINT

7"12" MAX

VARIES

VARIES

VARIES PIPE INVERTELEVATION

6"

4'-0" 11"11"5'-10"

5"

- MANHOLE NOTES -

2. APPROVED FLAT SLAB TOP MAY BE USED AS AN

1. APPROVE CONCENTRIC CONE DESIGN MAY BE USED AS- ALTERNATE-PRECAST MANHOLE TOPS -

WITH BLACK RUST-INHIBITING PAINT.2. MANHOLE COVERS SHALL BE CLEANED AND PAINTED "EMBECO" NON-SHRINK GROUT (BOTH INSIDE & OUTSIDE).1. SEAL ALL PIPE OPENINGS IN PRECAST MANHOLE WITH

ALTERNATE.

AN ALTERNATIVE.

3. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE DROP CONNECTION DETAIL.4. DROP PIPE AND FITTINGS SHALL BE THE SAME SIZE AS THE INFLUENT SEWER.

RIMELEVATION

GROUT


8"

COMPLETEDJOINT WITHSQUEEZE OUT

RAM-NEKPRE-MOLDED PLASTICJOINT SEALER WITHPLASTIC WRAPPER(WRAPPER TO BEREMOVED)

PRE-PRIMEDJOINT SURFACES



5. SET COVERS FLUSH IN PAVED AREAS. 0.1' ABOVE GRADE IN UNPAVED AREAS, AND 0.75' BELOW GRADE IN GRADED AREAS.

8" MIN

PRECAST MANHOLE


MORTAR


1"

2"

PAVEMENT PER PLANS &SPECIFICATIONSLIME ROCK BASE

LIME ROCK BACK FILL

STABILIZED SUB GRADE

SOIL BACK FILL

6. INTERIOR AND EXTERIOR OF MANHOLE SHALL BE COATEDWITH TWO (2) COATS OF COAL TAR EPOXY PER SPECIFICATIONS.

KOR-N-SEALFLEXIBLE PIPE TOMANHOLECONNECTOR

PIPE CONNECTION TO PRECASTSANITARY MANHOLE

PIPE INVERT

MANHOLE WALL

GROUT PIPE IN PLACEPER SPECIFICATIONS

INFLUENT

2" MIN.

FORMED OR COREDRILLLED OPENING

PVC SEWERPIPE

NON-SHRINK

2'

MANHOLE FRAME AND COVERSHALL BE No. 170E ASMANUFACTURED BY USFOUNDRY & MANUFACTURINGCORP., OR EQUAL

CONCRETE FILLBENCHING

(TROWEL FINISH)

SANITARY SEWER PRECAST MANHOLE DETAILSS-06



SANITARY

TOP VIEW

CONCRETE FILL

(TROWEL FINISH)BENCHING

DETAILSEE JOINT

7"

12" MAX

VARIES

VARIES

VARIESPIPE INVERTELEVATION

6"

4'-0" 11"11"

5'-10"

5"

RIMELEVATION

GROUT


8"

COMPLETEDJOINT WITHSQUEEZE OUT

RAM-NEKPRE-MOLDED PLASTICJOINT SEALER WITHPLASTIC WRAPPER(WRAPPER TO BEREMOVED)

PRE-PRIMEDJOINT SURFACES



CUT OUT FOR EXIST.PIPE PER PLANS

BASE TO BEFIELD CAST

8" MIN

PRECAST MANHOLE


MORTAR


1"

#4 REBAR(typ 4)

2"

PAVEMENT PER PLANS &SPECIFICATIONS

LIMEROCK BASE

LIMEROCK BACK FILL

STABILIZED SUB GRADE

SOIL BACK FILL

SEAL BOTTOM PRECAST SECTION TOCAST-IN-PLACE BASE WITH RAN-NEKPREMOLDED PLASTIC JOINT SEALER

- MANHOLE NOTES - 1. SEAL ALL PIPE OPENINGS IN PRE CAST MANHOLE WITH NON-SHRINK GROUT (BOTH INSIDE & OUTSIDE).2. MANHOLE COVERS SHALL BE CLEANED AND PAINTED WITH BLACK RUST-INHIBITING PAINT.3. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THEMANHOLE.4. DROP PIPE AND FITTINGS SHALL BE THE SAME SIZE AS THE INFLUENT SEWER.5. SET COVERS FLUSH IN PAVED AREAS. 0.1' ABOVE GRADE IN UNPAVED AREAS, AND 0.75' BELOW GRADE IN GRADED AREAS.6. INTERIOR AND EXTERIOR OF MANHOLE SHALL BE COATED WITH TWO (2) COATS OF COAL TAR EPOXY PER SPECIFICATIONS.

- ALTERNATE PRECAST MANHOLE TOPS - 1. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 2.APPROVED FLAT SLAB TOP MAY BE USED AS AN ALTERNATE.

2'

MANHOLE FRAME AND COVER SHALL BENo. 170E AS MANUFACTURED BY USFOUNDRY & MANUFACTURING CORP.,OR EQUAL

SANITARY PRECAST 'DOGHOUSE' MANHOLE DETAILSS-07



INFLUENT

GROUT PIPEIN PLACE

BRICK & MORTAR DAM1/2 PIPE DIAMETER

MANHOLE WALL

KOR-N-SEAL FLEXCONNECTION (typ 2)

EXTEND BASETO SUIT DROP

90° PVC ELBOW

6" X 360° CONCRETEENCASEMENT

PVC TEE

6" MIN.

STANDARD DROP MANHOLE CONNECTIONSS-08



FOR

ME

D C

HA

NN

EL

SLOPESLOPE

OFMR ED

CH

NE

AN

L

SLOPE

SLOPE

HD

C

ROF

ME

LNA

NE

INFLUENTINFLUENT

EFF

LUE

NT

MANHOLE BASETROWEL FINISHCONCRETEBENCHING

END OF CHANNEL INTERMINAL MANHOLE

KOR-N-SEALFLEXIBLE PIPETO MANHOLECONNECTOR

TYPICAL INVERT DETAILSS-09



CAST IRON CLEANOUT FRAMEWITH A THREADED, SQUARESOCKET HEAD BRASS PLUG.OPENING TO MATCH PIPE I.D.

DEAD-END CLEAN-OUT INLINE CLEANOUT


PVC SEWER PIPEAND FITTINGS

3' MIN

NOTE: IN PAVED AREAS INSTALL CONCRETE PAD AFTER PAVING IS COMPLETE.

PAVEMENT

BASE

45° LONGSWEEP ELBOW

45° LONGSWEEP ELBOW

CLEAN-OUT DETAIL (6 IN. & SMALLER MAINS)SS-10



6" PVC SEWER PIPE


6" CAST IRON CLEANOUT FRAMEWITH A THREADED, SQUARESOCKET HEAD BRASS PLUG.OPENING TO MATCH PIPE I.D.

6" X 8" REDUCER

8" PVC SEWER MAIN

2-45° BEND

VARIES

CLEAN-OUT (8 IN. MAIN)SS-11



NOTES: FOR BEDDING AND TRENCHING

T-180)TOP OF BACKFILL - 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (AASHTOMAXIMUM DRY DENSITY (AASHTO T-180). FROM 12" ABOVE TOP OF PIPE TOBOTTOM OF TRENCH TO 12" ABOVE TOP OF PIPE - 95% OF MODIFIED PROCTORMATERIAL UNDER ALL OTHER AREAS SHALL BE COMPACTED AS FOLLOWS: FROMFIED PROCTOR MAXIMUM DRY DENSITY. (AASHTO T-180). BACKFILL AND SELECTDIRT DRIVES), AND PARKING AREAS SHALL BE COMPACTED TO 98% OF THE MODI-

3. ALL BACKFILL AND SELECT MATERIAL UNDER ALL ROADWAYS, DRIVES (INCLUDING

SHALL BE 12" BELOW BOTTOM OF UTILITY.SUITABLE FOUNDATION. FOR ROCK OR OTHER NON-CUSHIONING MATERIAL, DEPTH

2. DEPTH FOR REMOVAL FOR UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH

Minimum Bd = Maximum Dimension of Bell + 8" (Unsheeted Trench)Maximum Bd = Bc + 30"Dimension Bd = Trench Width at Top of Pipe

1. Dimension Bc = Pipe O.D.

Bd

1' MIN. TRENCH WALLS TOBE VERTICAL FOR AMINIMUM OF 1' ABOVETOP OF PIPE LINE

TRENCH WALLS TO BEAS VERTICAL ASPOSSIBLE FROM 1'ABOVE TOP OF PIPETO FINISH GRADE, PERO.S.H.A. REQUIREMENTS.

SEE NOTE 2

COMPACTEDGRANULAR

BEDDING MATERIAL

COMPACTEDSELECT MATERIAL

COMPACTEDBACKFILL

FINISH GRADE

Bc

1' MIN.

STANDARD BEDDING DETAIL NORMAL CONDITIONSSS-12



FOR

ME

D C

HA

NN

EL

SLOPE

GR

AV

ITY

MA

IN

MANHOLE BASETROWEL FINISHCONCRETEBENCHING

KOR-N-SEALFLEXIBLE PIPETO MANHOLECONNECTOR

SLOPE

SLOPE

SLOPE

FORCE MAIN TO ENTERMANHOLE IN ALIGNMENTWITH GRAVITY MAIN, AND0.1' ABOVE GRAVITY MAININVERT

FORCE MAIN MANHOLE TERMINATION DETAILSS-13



4" MIN

STUDOR VENT, 2" INSTALLABOVE WALL, COORDINATELOCATION WITH WALLCONSTRUCTION

WALL PER DUMPSTER ENCLOSURE DETAIL

HOSE BIB

CONCRETE PAD PERDUMPSTER PAD DETAILS.

SLOPE CONCRETETO DRAIN LOCATION.

FLOOR DRAIN, HEAVY DUTY, CASTIRON, ZURN Z-539, OR EQUAL, 12"

DIA. TOP SEDIMENT BUCKET, 4" DIA.DRAIN PIPE W/ 4" DEEP SEAL TRAP

DRAIN PIPE SIZE &MATERIAL AS PER PLANS

& SPECIFICATIONS

TOSANITARYSEWERSYSTEM

DUMPSTER PAD DRAIN DETAILSS-14



PROPOSED LIFT STATION WITH EMERGENCY BYPASS PUMP SYSTEM

SS-15


PH

AS

E, 6

0 H

ER

TZHP

,

VO

LTS

,

MO

TOR

,IM

P. N

o.M

OD

EL

No.

MA

NU

FAC

TUR

ER

,

PU

MP

DA

TA:

LIFT

STA

TIO

N P

UM

PS

FLY

GT

11

3

US

E #

57 R

OC

K IN

SID

E F

EN

CE

D A

RE

A W

ITH

MA

RA

FI F

AB

RIC

GR

OU

ND

CLO

TH (

CO

NC

RE

TEP

AD

ON

LY W

HE

RE

NE

ED

ED

).

5' MIN15' MIN

11 2" W

ATE

R S

ER

VIC

EW

/ WIL

KIN

S &

ZU

RN

BA

CK

FLO

W P

RE

VE

NTE

R(S

EE

DE

TAIL

)

XX

XX

X

XXXXXXXXXXXXXXXX

X

X

X

X

X

XX

XX

XX

X

X X X X X X X X X X X X X X X X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

ME

TER

CO

NC

. PE

DE

STA

L 3'

x12.

5'x6

"(5

' BU

RY

). C

HA

MFE

R A

LLE

XP

OS

ED

CO

NC

. ED

GE

S

MIN

. 4 F

T. C

LEA

R A

LL A

RO

UN

DE

AS

EM

EN

T FO

R M

AIN

TEN

AN

CE

4'-0

"P

AN

EL

CO

NTR

OLD

ISC

ON

NE

CT

PR

IMA

RY

E.O

.P.

E.O

.P.

2 - 8

' WID

E G

ATE

SC

EN

TER

ED

ON

WE

TW

ELL

6' H

IGH

CH

AIN

-LIN

KFE

NC

E S

EE

DE

TAIL

16' G

RA

VE

L A

CC

ES

SD

RIV

E

4" D

IA. M

IN.

WE

TWE

LL

PU

MP

# 2

PU

MP

# 1

VE

NT

W/L

EV

ER

AN

D W

EIG

HT

(TY

P)

HO

RIZ

. SW

ING

CH

EC

K V

ALV

E

CR

OS

S

90° BEND (TYP)

EM

ER

GE

NC

YB

Y-P

AS

S W

/MA

LEQ

UIC

K C

OU

PLE

R

GE

AR

OP

ER

ATE

DP

LUG

VA

LVE

W/2

" OP

ER

ATI

NG

NU

T

0-10

0 P

SI O

IL F

ILLE

DP

RE

SS

UR

E G

AU

GE

WIT

H S

.S.

SNUBBER, PETCOCK & 45°

BE

ND

(2)

FLA

NG

ED

AD

AP

TER

(TY

P)

GO

DW

IN S

KID

-MO

UN

TED

, PE

RM

AN

EN

TLY

INS

TALL

ED

HL8

0M/J

D40

45D

BY

PA

SS

PU

MP

ING

SY

STE

M,

CO

MP

LETE

WIT

H U

NIS

OR

B P

AD

MO

UN

T, G

OD

WIN

PR

IME

GU

AR

D C

ON

TRO

LLE

R, G

UE

ST

2611

A-B

AU

TOM

ATI

C 3

-STA

GE

BA

TTE

RY

CH

AR

GE

R. C

ON

TRA

CTO

R T

O F

UR

NIS

H A

ND

INS

TALL

BY

PA

SS

PU

MP

ING

SY

STE

M, A

LL F

ITTI

NG

S, H

DP

E P

IPIN

G, I

SO

LATI

ON

JO

INTS

, PIP

E S

UP

PO

RTS

, AR

V W

ITH

DR

AIN

TO

WE

T W

ELL

,P

LUG

VA

LVE

, CH

EC

K V

ALV

E, C

ON

DU

IT, C

ON

NE

CTI

ON

S, A

ND

ALL

OTH

ER

CO

MP

ON

EN

TS, W

HE

THE

R S

HO

WN

OR

NO

T S

HO

WN

, FO

R A

CO

MP

LETE

LY F

UN

CTI

ON

AL

INS

TALL

ATI

ON

ME

ETI

NG

MA

NU

FAC

TUR

ER

'SR

EC

OM

ME

ND

ATI

ON

S F

OR

BY

PA

SS

SY

STE

M T

O P

UM

P F

LOW

FR

OM

WE

TWE

LL D

IRE

CTL

Y T

O 4

" HD

PE

FO

RC

EM

AIN

. AR

V

185

NP

3127

480

W/L

EV

ER

AN

D W

EIG

HT

(TY

P)

HO

RIZ

. SW

ING

CH

EC

K V

ALV

EFL

AN

GE

D IS

OLA

TIO

NA

DA

PTE

R (

TYP

)

AR

V

HD

PE

FO

RC

E M

AIN

W/ W

YE

AN

D O

THE

R F

ITTI

NG

S A

SN

EE

DE

D

2" D

RA

IN L

INE

MA

NIF

OLD

ED

FR

OM

(3)

3 4" D

RA

INLI

NE

S F

RO

M P

RIM

ING

VE

NTU

RE

CO

ND

UIT

TO

PR

IME

GU

AR

D

SU

CTI

ON

LIN

E

PLU

G V

ALV

E W

/2"

OP

ER

ATI

NG

NU

T (T

YP

)

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

5' MIN

13'

5' M

IN

GE

AR

OP

ER

ATE

DP

LUG

VA

LVE

W/2

" OP

ER

ATI

NG

NU

TFITT

ING

S A

S N

EE

DE

D T

O R

OU

TEU

ND

ER

GR

OU

ND

TO

WE

TWE

LL

INS

TALL

FIT

TIN

GS

AS

NE

ED

ED

TO

RO

UTE

UN

DE

RG

RO

UN

D T

O T

IE-IN

AT

FOR

CE

MA

IN

"GO

DW

IN B

YP

AS

S P

UM

P S

YS

TEM

:C

ON

TRA

CTO

R T

O P

RO

VID

E S

IGN

ED

AN

D S

EA

LED

STR

UC

TUR

AL

CA

LCU

LATI

ON

S S

HO

WIN

G T

HIC

KN

ES

S,

SIZ

E O

F P

AD

TO

AC

CO

MM

OD

ATE

TO

TAL

WE

IGH

TIN

CLU

DIN

G F

UE

L O

F 45

00#

S

6" T

HIC

K C

ON

C P

AD

MU

LTIS

MA

RT

SY

STE

M

PLA

N


PROPOSED LIFT STATION WITH EMERGENCY BYPASS PUMP SYSTEM

SS-16


24"

MIN.

4"M

IN.

INV

ER

T E

L.

ALA

RM

EL.

2nd

PU

MP

STA

RT

EL

1st P

UM

P S

TAR

T E

L.

EL.

(MIN.)

1'-6"

6"

(MIN.) 3'-0"

#5

@ 1

2" E

.W.

O.C

.E.W

.

PU

MP

S O

FF E

L.

GR

OU

T

8" (

MIN

.)

18"

MIN

.

#5

@ 6

"

6' 0

" Min

. Dia

.

1:1

BO

TTO

M S

LOP

E T

O IN

TAK

E

LIFT

STA

TIO

N#

1

19.5

19.0

18.0

FIN

ISH

GR

AD

EE

L. 2

4.5

2" D

IA. S

LEE

VE

S F

OR

CO

ND

UIT

S, D

RA

INS

,E

TC.

CA

ULK

WA

TER

TIG

HT

AFT

ER

INS

TALL

ATI

ON

AN

DS

EA

L C

AB

LES

PO

WE

R C

AB

LE

INFL

UE

NT

PIP

E

VA

ND

AL

PR

OO

F H

OO

DE

D V

EN

TW

/S.S

. IN

SE

CT

SC

RE

EN

AIR

GA

P 1

8" M

IN.

10" M

IN.

316

STA

INLE

SS

STE

EL

CA

BLE

SU

PP

OR

TM

OU

NTE

D O

N H

ING

ED

SID

E O

F H

ATC

H

MO

DU

LAR

LIN

K S

EA

L (

TYP

)

316

STA

INLE

SS

STE

EL

BO

LTS

WIT

H N

UTS

AN

DW

AS

HE

RS

, CO

ATE

D W

ITH

SE

WP

ER

CO

AT

AFT

ER

FIN

AL

AS

SE

MB

LY

4" H

DP

E

T &

G W

/ RA

MN

EK

O/E

LIFT

CA

BLE

#6

@ 6

" O.C

.E.W

.(M

IN.)

GE

AR

OP

ER

ATE

DP

LUG

VA

LVE

(MIN.) 3'-5"

CH

EC

K V

ALV

E

EM

ER

GE

NC

Y B

Y-P

AS

S

OV

ER

FLO

W/B

YP

AS

S A

LAR

M F

LOA

T, M

ULT

I-TR

OD

ES

ING

LE S

EN

SO

R F

LOA

T, P

RO

VID

E W

ITH

SE

PA

RA

TEM

OU

NTI

NG

BR

AC

KE

T.

RE

DU

ND

AN

T H

IGH

WA

TER

ALA

RM

/OV

ER

FLO

W L

EV

EL

FLO

AT,

MU

LTI-T

RO

DE

CU

STO

M T

HR

EE

SE

NS

OR

FLO

AT,

MO

UN

T O

NM

AIN

FLO

AT

MO

UN

TIN

G B

RA

CK

ET.

PU

MP

LIQ

UID

LE

VE

L C

ON

TRO

L FL

OA

T, F

LYG

TM

ULT

I-TR

OD

E F

LOA

T O

R E

QU

IVA

LEN

T S

PA

CIN

G =

6IN

CH

ES

.

17.3

16.5

14.5

PIP

ES

UP

PO

RT D

ETA

IL

GE

AR

OP

ER

ATE

DP

LUG

VA

LVE

AR

V, D

RA

IN T

O W

ET

WE

LL

4" H

DP

E S

UC

TIO

N P

IPE

TO

BY

PA

SS

PU

MP

SE

WP

ER

CO

AT

INS

IDE

OF

WE

TWE

LL, P

IPIN

G,

FAS

TEN

ER

S; C

OA

L TA

R O

UTS

IDE

OF

WE

TWE

LL

GE

AR

OP

ER

ATE

DP

LUG

VA

LVE

CH

EC

K V

ALV

E

PIP

ES

UP

PO

RT

AR

V, D

RA

IN T

O W

ET

WE

LL

FRO

M S

TAN

DB

YP

UM

P D

ISC

HA

RG

E

WY

E A

ND

FIT

TIN

GS

AS

NE

ED

ED

TO

MA

NIF

OLD

HD

PE

PIP

E F

RO

M B

YP

AS

S P

UM

PW

ITH

HD

PE

PIP

E F

RO

M L

IFT

STA

TIO

N T

OFO

RC

E M

AIN

INV

ER

T TO

MA

TCH

PU

MP

STA

RT

EL.

, PR

OV

IDE

STA

INLE

SS

STE

EL

MO

UN

TIN

G B

RA

CK

ET

6" A

BO

VE

INV

ER

T, S

EW

PE

R C

OA

T A

FTE

R A

SS

EM

BLY

.

"GO

DW

IN B

YP

AS

S P

UM

P S

YS

TEM

:C

ON

TRA

CTO

R T

O P

RO

VID

E S

IGN

ED

AN

D S

EA

LED

STR

UC

TUR

AL

CA

LCU

LATI

ON

S S

HO

WIN

G T

HIC

KN

ES

S,

SIZ

E O

F P

AD

TO

AC

CO

MM

OD

ATE

TO

TAL

WE

IGH

TIN

CLU

DIN

G F

UE

L O

F 45

00#

S*N

OTE

:ALL

SU

PP

OR

T S

LAB

S S

HA

LL B

E G

RO

UN

DE

D A

ND

BO

ND

ED

(TY

P.)

6" T

HK

CO

NC

PA

D

ALU

MIN

UM

HA

TCH


WATER SERVICE DETAIL AT LIFT STATIONSS-17


SEE SHEET 6

1 1/2" FIRE HOSETHREAD w/CAP

PIPE

1/4" CHAMFER(ALL AROUND)

3/8" U-BOLTSTD. STAINLESS STEEL

3/16

6"x 3"x 3/8" THICKALUMINUM PLATE

2"x 2"x 1/4"ALUMINUMANGLE

3/8" STAINLESS STEELWEDGE TYPE CONC. ANCHOR(2 REQUIRED)

12"-18"

NEOPRENE AT U-BOLTSWRAP PIPE WITH 1/4"

FENCE

1 1/2" BALL VALVE w/BOX

BRASSCOVER 2" PVC PIPE SLEEVE

1 1/2" LOCKING VALVE

3/4" HOSE BIBB

PIPE SUPPORT(TYP. SEEDETAIL)

6" PIPE NIPPLE

18"-

24"

12" 12" MIN.

3" MIN.

6" THICK CONC. PAD w/#96"x6" WWF (BROOM FINISH)

6" PIPE

1 1/2" USC APPROVEDBACKFLOW PREVENTER

1 1/2" PIPE

NIPPLE

FENCE

12" M

IN.

18" M

AX

.

NOTES:

1. ALL ABOVE GRADE PIPING SHALL BE BRASS. FITTINGS SHALL BE BRONZE.

2. ALL JOINTS SHALL BE THREADED.

3. M.C.E.S. USE RPZ BACKFLOW PREVENTER BY FEBCO MODEL 825Y, AMES SERIES 4000SS (SILVER BULLET), OR APPROVED EQUAL (WILKINS & ZURN).

4. MIN. 24" CLEARANCE BETWEEN RPZ BACKFLOW PREVENTER AND CONTROL PANELREQUIRED.

5. THREADED AREAS OF CORPORATION STOP AND OTHER FITTINGS SHALL BE SPIRALWRAPPED WITH TWO WRAPS OF TEFLON TAPE.

PIPE SUPPORT DETAIL

TO METER LOCATED IN GREENAREA OUTSIDE FENCED AREA


WL

H

MAX

.SO

LIDS

HAN

DLIN

G

MAX

.IM

PELL

ERDI

AMET

ER

MAX

.SU

CTIO

NPR

ESSU

RE

MAX

.O

PERA

TIN

GSP

EED

MO

DEL

SUCT

ION

CON

NEC

TIO

NDE

LIVE

RYCO

NN

ECTI

ON

MAX

.CA

PACI

TYM

AX.

HEAD

WID

TH (W

)(IN

CHES

)LE

NGT

H (L

)(IN

CHES

)HE

IGHT

(H)

(INCH

ES)

EMERGENCY BYPASS PUMP DATA SHEETSS-18



BACK VIEW OF LIFT STATION CONTROL PANELSS-19


PRECAST CONCRETE SUPPORT PLANK

S.S. CONTROL PANEL

TRANSFORMERTO F.P. & L. CO.

FIN. GRADE

STAINLESS STEELFUSED DISCONNECTELECTRIC METER

FEEDERS & CONDUIT

LIGHTNING ARRESTER

1 - 3/4" CONDUIT

SURGE ARRESTOR

SCH. 80 PVC

NOTES:

1. NO PENETRATION THROUGH PANEL TOPS.

TOP END TO BE 6" ABOVE SLAB / ROCKPOSITIONED THROUGH 4" PVC SLEEVE IN CONCRETE / ROCK

5/8"X20' GROUND ROD, QUANTITY OF 2, 72" APART

GROUNDING CONDUCTORPER LOCAL CODES


TYPICAL LIFT STATION CONTROL PANELSS-20


PRECAST CONCRETE SUPPORT PLANK, MIN. 4"THICK, MIN. 48" WIDE x 12' LONG w/ #4 REBAR@ 12". 3/4" CHAMFER ON ALL EXPOSED EDGES.

FINISH GRADE

LOCATE:TWO [2] 3

4" PVC CONDUITS & ONE [1]12" PVC CONDUIT FOR FUTURE [R.T.U.]

REMOTE TELEMETRY UNIT. EXTEND 12"BEYOND SIDE OR BACK OF CONCRETESLAB. PANEL MAY REQUIRE ONE ONLY

1 12" CONDUIT FOR DATA-FLOW

APPLICATIONS

TO P

UM

P 2

TO P

UM

P 1

PR

ES

SU

RE

TRA

NS

DU

CE

RS

2" PVC SCH 80 CONDUIT TO BEUSED FOR PUMPS 18HP ANDLESS

316 STAINLESS STEEL NEMA 4X TYPEENCLOSURE MIN DIMENSION: 48"H X36"W X 12"D

ALL CONDUITS REQUIRENON-SHRINK, CORROSIONPROOF DUCT SEALS

MIN

. 5' D

EE

P

7.

6.

5.

4.

3.

2.

8.

1.

6"

ALUMINUM SERVICEPANEL ( DEADFRONT )

#4 @ 12" O.C.E.W. 8"

5'-6

" +/-

6"

FLASH RED WARNING LIGHT WITH AUDIBLE ALARM

ELECTRIC METER AND PRIMARY DISCONNECT MOUNTED ONBACK SIDE OF PANEL.

ALL POWER AND CONTROLS LINES SHALL BE CONTINUOUS ( NO SPLICES ).

POWER SUPPLY MECHANICALLY INTERLOCKED.

GROUND FAULT INTERRUPTER ON CONVENIENCE RECEPTACLE.

PANEL MOUNTED TO S/S UNI-STRUT BY WELDED TABS.

CONTROL PANEL SHALL BE UL LISTED AS A UNIT.

TELEMETRY CONDUIT SHALL BE INSTALLED BY THE CONTRACTOR WITHSWEEP 90 DEGREE BEND IN DIRECTION OF TOWER AND EXTENDED BEYOND SLAB.

ALL HARDWARE, NUTS & BOLTS, AND APPURTENANCES ABOVE GROUNDSHALL BE 316 STAINLESS STEEL.

NOTES:


(ON CONTROL PANEL)

6"48"9"8"6"13"6"

METER CAN

2"

48" x 48" x 12"

EMERGENCY

RECEPTACLE

w/ PAD LOCK & HASP.PANEL (NEMA 3R)STAINLESS STEEL CONTROL

ANTENNATELEMETRY

ALARM LIGHT

DISCONNECT MAIN

4"

1 1/

2"

2"2"3"

8'

MAINDISCONNECT

POWER CO.

CONTROL PANEL

PRECAST CONCRETE WALL

ELECTRIC METERGENERATOR

ALARM LIGHT

1/2" TAP

1/2" BRASS NIPPLE

FORCE MAIN

6' +/-

BRASS MALE QUICK CONNECT FITTING

100 AMP EMERGENCYPOWER RECEPTACLE

STAINLESS STEELCONTROL & TELEMETRYPANEL (NEMA 3R) w/ PADLOCK & HASP.

AUDIBLE ALARMHORN

3' MIN.

WASTEWATER LIFT STATION DETAILSS-21



DUPLEX PUMP CONTROL PANEL WITH MULTISMART CONTROLLER

SS-22


ENCLOSURE:SPN4SS-363010- (36"H x 30"W x 10"D) NEMA 4X TYPE 304 STAINLESS STEELBACKPANEL:SPP-3630 (33"H x 27"W) 12ga. CARBON STEEL WITH WHITE POLYESTER POWDER COATFINISH.

INNER DOOR:HID-3630 .125 BLACK ENGRAVED ALUMINUM WITH CONTINUOUS HINGE AND TWISTLATCHES.

ALARMLIGHT

MULTISMARTPUMP

CONTROLLER

1 2 3 4 5 61 2 3 4 5 6

GG

NOTE: OUTERDOOR HASPADLOCKABLE3-POINT HANDLE.

NOTE: LOGOANDNAMEPLATESARE ENGRAVED.

OVERLOAD RESETPUSHBUTTONS

90° INNERDOOR STOP

4"ALARMHORN w/W.P.BOX

SILENCEP/B



SS-23


L3

MCB ECB

TB1

12 VDC7.5 Ah

BATTERY

MULTISMARTBASE

MS2

F1-3PMSRCR2CR1

(10) (4)

ENCLOSURE:SPN4SS-363010- (36"H x 30"W x 10"D) NEMA 4X TYPE 304 STAINLESS STEELBACKPANEL:SPP-3630 (33"H x 27"W) 12ga. CARBON STEEL WITH WHITE POLYESTER POWDER COATFINISH.

INNER DOOR:HID-3630 .125 BLACK ENGRAVED ALUMINUM WITH CONTINUOUS HINGE AND TWISTLATCHES.

ALARMLIGHT

F5

PS

L2L1 NMS1

9070T74D1375VA

F4

POWER IN

TB2 TB3

(4)

CT1 CT2

F7F6

4"ALARMHORN w/W.P.BOX

SILENCEP/B



SS-24


230 VAC3 PHASE4 WIRE

MECHANICALINTERLOCK

(60A)ECB

(60A)MCB

(30A)MB1

(30A)MB2

F1 (1A)

F2 (1A)

F3 (1A)

FNQ-R-1

#14AWG

L1A

NEUTRAL

N

MS1 OL1

MS2 OL2

LOAD CALCULATIONSMOTORS: PUMP 1 5 HP, 230 VAC, 3Ø, 14 FLA PUMP 2 5 HP, 230 VAC, 3Ø, 14 FLACONTROL POWER: 15 FLATOTAL FLA: 43 FLA

3

4

5

GND

L3

L2

L1

PUMP 15 HP

14 FLA

L3

L2

L1

PHASE MONITORRELAY(SLA-230-ASA)

NOTE: FINALADJUSTMENT MUST BEMADE AT START-UP

BONDINGLUG

#8AWG

CT1 (50:5)

NOTE: MCB AND ECB HAVELOAD-SIDE DISTRIBUTIONLUGS

PHASE A

MULTISMART PC

PMR

2C-

1C-

MULTISMARTPUMP CONTROLLER

1C+1B-1B+1A-1A+

2C+2B-2B+2A-2A+

#14AWG

#8AWG

#14AWG

CT2 (50:5)

PHASE B

PHASE C

HIGH LEG

FROM GENEATOR

SURGE ARRESTOR(SDSA3650)SHIPPED LOOSEMOUNTED AND WIREDIN THE FIELD

SA

T1

T2

T3

GND

PUMP 25 HP

14 FLA

T1

T2

T3

F5 (1A)

IRT2 IRT1

F4 (1A)

MSM1MEGGERTEST

L3

L2

L1

L3

L2

L1

N



SS-25


L1A

1 N

CR1

1 3

R FLASHINGALARM LIGHT

12

FLASHER

ALARMHORN

SR

1 4

43

CONTROL POWERCB6 (15A)

GFI RECEPTACLECB5 (15A)

30 DUPLEX15A GFIRECEPTACLE

N

CAUTION! 15 AMPSMAX

INTENDED FORPROGRAMMING

ATTACHGROUND IFAPPLICABLE

51

52

53

POWER SUPPLYCB7 (3A)

#12AWG

#12AWG

#14 AWGMINIMUM

1

31

TBA TBA

TBATBA

SR

1 3

SILENCE SR

10 2 120 VAC

3PDT50

4B

DCOM

MULTISMART PC

4A

5A

HIGHLEVELALARM

COMMONPUMPALARM

RED

RED

RED

ALARMSILENCERELAY

TO POWER SUPPLYPAGE 5

CR2

1 3

F6 (2A)

F7 (5A)

(9070TF75D23)

FNM-5

FNM-2

#14AWG

RED

#14AWG

WHITE

#14AWG

RED

75VA

120VAC

24VAC

H4 H2 H3 H1

X1 X2

6261 61A

41A

61 62



SS-26


1 N

N1

L N

V+

BCBATTERY CHARGER

(AD55-A/DRL)

GND COM

BATTERYCHARGER

GND (-)

12 VDC SUPPLY (+)

MULTISMART PC

BATT. SUPPLY (+)

40

41

42 B+

BLACK

RED

REDB-

BATTERY(12VDC ~ 7.5Ah)

43

BLACK

3 4

1 2

CR1

10 2FR4

HIGH

CR2

10 2FR3

LOW

68

67

24 VAC

DPDT

DPDT

24 VAC

TB-3 TB-3

TB-3TB-3

61 62

31TO PAGE 4



SS-27


N1

PM

R

18

OFFHAND AUTO

xoo

oox

PUMP 1

PUMP 1RUN TIME

ETM15

GPUMP 1RUN

MS1

2

13

OL1

1B

MULTISMART PC

1A

17

TERMINAL BLOCK LAYOUT:

TB1 - PROBE

FL

R

TBA - ALARM

1 2 3

TB2

NOTE: PROBE CABLE MUST BE INSTALLED INSEPARATE METAL CONDUITS AND SHIELDED.ENSURE WET WELL IS ADEQUATELY EARTHGROUNDED.

1 2 3 4

OFFHAND AUTO

xoo

oox

PUMP 2

PUMP 2RUN TIME

ETM18

GPUMP 2RUN

MS216

OL2

2B

MULTISMART PC

2A

14

4 1 2 3

TB3

LOWFLOAT

HIGHFLOAT

4

PUMP 1FLS

PUMP 2FLS

10-SENSORLEVEL PROBE

1 2 3 4 5 6 7 8 9 10

O/T 2

JUMPER (YELLOW)

43

O/T 1

JUMPER (YELLOW)

21

TB-2 TB-2

TB-2 TB-2

NOTE: REMOVE YELLOW JUMPERAFTER CONNECTING OVERTEMPCONTACT FROM EACH PUMP

( IF APPLICABLE )

CR2

11 9

CR2

7 6



SS-28


1

COM

MULTISMARTPUMP CONTROLLER

TB2

DISPLAY

MULTISMARTDISPLAY UNIT

2

TB1

P1 FLS

DIGITALINPUTS

10-SENSORPROBE

PROBE CABLE

3

2

4

5

6

7

8

9

10

1 1

2

3

4

5

6

7

8

9

10

11

FAIL SAFE

HIGH

LAG

LEAD

OFF

12

13

14

15

16

17

18

19

20

COM 11

MS1 (aux)

3

TB2

4P1 FLS

P1 RUN

MS2 (aux)P2 RUN



SS-29


ENCLOSURE, N4X TYPE 304 SS, 3-PT LATCH, DRIPSHIELD

DESCRIPTION

SPN4SS-363010

PART No.

5

12

11

10

9

8

7

6

3

4

2

1 SCHAEFER

MFR.

1

QTY.

BACKPANEL, 12ga. WHITE POWDER COAT STEELSPP-3630 SCHAEFER 1

13

14

15

16

17

18

19

20

21

HINGED INNER DOOR, .125 BLACK ENGRAVED ALUMINUMHID-3630 ECS 1

11SURGE ARRESTOR, 3-PHASESDSA3650 SQUARE D

3 POSITION SELECTOR SWITCH, N4, 30mm, MAINTAINED9001 KS43B SQUARE D 2

MOMENTARY PUSHBUTTON, N4X, 30mm, FLUSH, BLACK9001 SKR1U SQUARE D 1

PILOT LIGHT, 11/16", 120V AC/DC, GREEN9001 OG120 SQUARE D 2

NEUTRAL BLOCK, 1 POLE, 175A16220-1 BUSSMANN 1

EQUIPMENT GROUND BAR, 9 POINT, COPPERPK9GTA SQUARE D 2

GROUND BAR INSULATING KITPKGTAB SQUARE D 1

CONTROL BREAKER, 1 POLE, 15AFAL12015 SQUARE D 2

PUMP BREAKER, 3 POLE, 30AHDL36030 SQUARE D 2

FUSE, REJECTION, 600V, 1AFNQ-R-1 BUSSMANN 5

MAIN AND EMERGENCY BREAKER, 3 POLE, 60AHDL36060 SQUARE D 2

POWER DISTRIBUTION LUG FOR FAL BREAKER, KIT OF 3PDC6FA6 SQUARE D 2

MANUAL SLIDE-BAR MECHANICAL INTERLOCKMTA-69 ECS 1

MOTOR STARTER, NEMA SIZE 18536 SCO3V02S SQUARE D 2

OVERLOAD THERMAL UNIT, 13.8 - 15.2AB 25 SQUARE D 6

OVERLOAD RESET PUSHBUTTON, EXTERNAL9066 RA1 SQUARE D 2

PUSHBUTTON CLEAR PROTECTIVE BOOT, 30mm9001 KU7 SQUARE D 1

22

23

24

25

26

27

1PHASE MONITOR RELAY, SPDTSLA-230-ASA DIVERSIFIED

1ON-DELAY TIMER, DPDT, 0.6-60s, 120VAC SQUARE D

3CONTROL RELAY, 3PDT, PTT, 120VACAAE-A301M AA ELECTRIC

9050 JCK13V20

1MULTISMART PUMP CONTROLLER BASE & DISPLAY, 120VACMSU3MP MULTITRODE

2CURRENT TRANSFORMER, 3-PHASE, 50:53P2-500 ITI / GE

FUSE, TIME-DELAY, 250V, 5AFNM-5 BUSSMANN 1

24VAC CONTROL POWER TRANSFORMER, 75VA9070 T75D23

28

SQUARE D 1

MULTI 9 C60, MINIATURE BREAKER, 1POLE, 3AMGN61303 SQUARE D 1

29




SS-30


DESCRIPTIONPART No. MFR. QTY.

31

32

33

34

35

36

37

39

30

1ALARM LIGHT, TOP-MOUNT, 25W, 120VAC, REDR40-XLS-40 CDI

1SOLID-STATE ALARM LIGHT FLASHER, 150W, 120VACSSF150W INGRAM

1ALARM HORN, 4-INCH, 120VAC, SILVER31T115S WHEELOCK

1ALARM HORN WEATHER-PROOF BACK BOX, SILVERWBB-S WHEELOCK

4GROUND LUG, TWO-BARREL, 1/0-14 AWGADR11-21 THOMAS & BETTS

31CONTROL TERMINAL, 60A, 1 POLE9080 GR6 SQUARE D

1BATTERY CHARGER, 12VDC, 4AAD55-A/DRL ASTRODYNE

1SEALED LEAD ACID BATTERY, 12VDC, 7.5AhYA-NP712 YUASA

SPARE PARTS (SHIP LOOSE)


FUSE, REJECTION, 600V, 1AFNQ-R-1 BUSSMANN 3

38

41

ELAPSED TIME METER, 6 DIGIT, ROUND, 120VACT50B212 (70000801) ENM (ALLIED) 2

1/1DUPLEX GFI RECEPTACLE, 20A / SNAP-IN CONNECTORSGFR20SNAPWNA / SNAP2RA HUBBELL

SURGE ARRESTOR, THREE PHASESDSA3650 SQUARE D 142

40



SS-31


1. CONTROL TERMINAL

2.

3.

4.

FIELD WIRING (EXTERNAL TO CONTROL ENCLOSURE)

5.

PANEL WIRING

6.

SEAL ALL CONDUITS ENTERING CONTROL PANEL

7.

CONTROL PANEL IS UL508A LABELED

INSTALL IN ACCORDANCE WITH ARTICLE 504 OF THE N.E.C.

MINIMUM #14 AWG CONTROL WIRE AT 600V

120VAC HOT RED

120VAC NEUTRAL WHITE

12 or 24VAC HOT BLUE

12 or 24VAC NEUTRAL YELLOW

24VDC POSITIVE (+) ORANGE

24VDC NEGATIVE (-) BROWN

12VDC POSITIVE (+) RED

12VDC NEGATIVE (-) BLACK

8.

NEUTRAL AND GROUND LUGS

NOTES:

CONTROL WIRE COLOR CODE:

TORQUE TABLES:

CONTROL TERMINALS

RECOMMENDED TIGHTENING TORQUE

SIZE 2.5 mm 6 in/lb.8 in/lb.SIZE 4.0 mm8 in/lb.SIZE 6.0 mm

18 in/lb.SIZE 16.0 mm27 in/lb.SIZE 35.0 mm

GROUND LUG

RECOMMENDED TIGHTENING TORQUE

AWG 3 - 2

AWG 14 - 10AWG 8AWG 6 - 4

35.0 in/lb.TORQUETERMINAL TORQUEWIRE SIZE

40.0 in/lb.45.0 in/lb.50.0 in/lb.


3.

SHALL BE RESPONSIBLE FOR STRUCTURAL DESIGN OF WALLS, TOP SLABS, AND BOTTOM SLABS.BOTTOM SLAB SHALL BE CAST MONOLITHICALLY WITH FIRST RISER SECTION.

12.

INITIAL OPERATING CONDITIONS SO THAT THE PUMP CYCLING TIME WILL BE NO LONGER THAN11.

THE ELEVATIONS SHOWN LEAD PUMP ON & LAG PUMP ON ARE FOR THE TOTAL PROJECT BUILDOUT.

LEAD PUMP ON & LAG PUMP ON SETTINGS TO BE VARIED BY THE UTILITY COMPANY DURING

TRANSFORMER OR HAND HOLE.COMPANY BEFORE COMMENCING WORK. CONTRACTOR TO RUN UNDERGROUND WIRING TO NEAREST

10.

9.

8.

7.

6.

5.

4.

2.

1.

RECOMMENDATIONS. STEEL PLACED IN BOTTOM SLAB IS TO BE IDENTICAL TO THE TOP SLAB EXCEPT THATSHALL BE PAINTED WITH TWO COATS OF "POXITAR" OR EQUAL APPLIED PER MANUFACTURES

PAINT OR OTHER APPROVED PROTECTIVE COATING. COVER MUST BE COMPATIBLE WITH PUMPS.CONTACT WITH CONCRETE SHALL HAVE A SHOP COAT OF ZINC CHROMATIC PRIMER, APPROVED ALKALI RESISTANTFURNISHED FOR EACH COVER. STAINLESS STEEL HARDWARE SHALL BE USED THROUGHOUT. ALL SURFACES INLIFTING HANDLE AND SAFETY LATCH TO HOLD COVER IN OPEN POSITION. LOCKING HASPS SHALL BEWIRING. CABLE HOLDER SHALL BE CONSTRUCTED OF STAINLESS STEEL. COVERS SHALL BE PROVIDED WITHA LIVE LOAD OF 300 P.S.I. FRAME SHALL SUPPORT GUIDE RAILS AND CABLE HOLDER FOR ELECTRICALHALLIDAY PRODUCTS OR EQUAL. ACCESS FRAME AND COVERS SHALL BE FABRICATED OF ALUMINUM TO WITHSTANDWET WELL ACCESS COVER SHALL HAVE CLEAR OPENING OF 36"x60" ACCESS AS MANUFACTURED BY

EQUIPMENT AND CONSTRUCTION NOTES:

CHECK VALVES SHALL BE MUELLER, AMERICAN, CLOW, OR APPROVED EQUAL WITH OUTSIDE LEVER AND WEIGHT.

ALL PIPING SHALL BE DUCTILE IRON.

VALVES SHALL BE CONSTRUCTED WITH RESILIENT FACED PLUGS. PLUG VALVES SHALL BE SERIES 100, AS MANUFACTURED BY DEZURIK CORP. OR APPROVED EQUAL.

PLACEMENT OF ORDER.SHOP DRAWINGS OF ENTIRE INSTALLATION MUST BE APPROVED BY ENGINEER PRIOR TO

ALL FASTENERS ON FLANGES AND ETC. INSIDE WET WELL AND VALVE VAULT WILL BE STAINLESS STEEL.

DIAGONAL BARS AND OPENINGS ARE ELIMINATED, STEEL IS CONTINUOUS AND SLAB IS SOLID. FABRICATOR

ALL EXPOSED AND EMBEDDED CONDUITS TO BE SCHEDULE 40 P.V.C. EXCEPT FOR THE CONDUIT BETWEENWITH ALUMINUM DEAD FRONT INNER DOOR DESIGN. PROVISIONS FOR PADLOCKING PANEL SHAL BE PROVIDED. HIGH LEVEL ALARMS. ALL COMPONENTS SHALL BE HOUSED IN A NEMA 3R STAINLESS STEEL ENCLOSURE FAILURE LIGHTS, ELAPSED TIME METERS FOR EACH PUMP, TERMINAL BOARD WITH CONNECTIONS FOROVERLOAD PROTECTION, OVERLOAD RESETS, H.O.A. PUMP OPERATING SELECTOR SWITCH, PUMP SEALCONTROL PANEL SHALL BE EQUIPPED WITH ACROSS THE LINE MAGNETIC STARTERS, THREE POLE

SURGE PROTECTION TO BE PROVIDED. CONTRACTOR TO CONFIRM SERVICE ARRANGEMENTS WITH POWER APPLICABLE ELECTRIC CODES AND REQUIREMENTS OF POWER COMPANY. LIGHTNING AND VOLTAGEELECTRICAL SERVICE ENTRANCE: PROVIDE METER SOCKET AND MAIN DISCONNECT MEETING

ALKALI RESISTANT PAINT OR OTHER APPROVED PROTECTIVE COATING.CONTACT WITH CONCRETE SHALL HAVE A SHOP COAT OF ZINC CHROMATIC PRIMER, APPROVEDEACH COVER. STAINLESS STEEL HARDWARE WILL BE USED THROUGHOUT. ALL SURFACES IN SAFETY LATCH TO HOLD COVER IN OPEN POSITION. A LOCKING HASP SHALL BE FURNISHED FOR ANCHOR FLANGE AROUND THE PERIMETER. COVER SHALL BE PROVIDED WITH LIFTING HANDLE ANDTO WITHSTAND A LIVE LOAD OF 300 P.S.I. CHANNEL FRAME SHALL BE 1/4" ALUMINUM WITHHALLIDAY PRODUCTS OR EQUAL. DOOR LEAF SHALL BE 1/4" ALUMINUM DIAMOND PATTERN PLATE,VALVE VAULT ACCESS COVER SHALL HAVE CLEAR OPENING OF 48"x48" AS MANUFACTURED BY

CONFORMING TO FEDERAL SPECIFICATION SS-S-00210. INSIDE AND OUTSIDE OF WET WELL4000 P.S.I. AT 28 DAYS. JOINTS SHALL BE SEALED WITH RAM-NEK OR EQUAL FLEXIBLE SEALERMADE WITH TYPE II ACID RESISTANT CEMENT AND SHALL ATTAIN A COMPRESSIVE STRENGTH OFREINFORCED CONCRETE MANHOLE", A.S.T.M. C-478, LATEST REVISION. CONCRETE SHALL BEWET WELL SHALL BE PRECAST CONCRETE MEETING "STANDARD SPECIFICATIONS FOR PRECAST

PUMPS SHALL BE SUBMERSIBLE. PUMPS SHALL HAVE (2) 2" STAINLESS STEEL GUIDE RAILS PER PUMP AND ABPI FRONT DUPLEX RAIL SYSTEM OR EQUAL.

PRIMARY LEVEL CONTROL SHALL BE A SUBMERSIBLE PRESSURE SENSING TYPE LEVEL INDICATINGTRANSDUCER EQUAL TO A MULTI-TRODE LEVEL SENSING PROBE. TRANSDUCER SHALL BE SUPPLIED ANDINSTALLED IN ACCORDANCE WITH THESE DRAWINGS.

THE CONTROL PANEL AND THE WET WELL SHALL BE RIGID METALLIC CONDUITS.

15 MINUTES TO PREVENT SEPTIC CONDITIONS IN THE WETWELL.

13. A SIGN MADE OF DURABLE WEATHER RESISTANT MATERIAL SHALL BE MOUNTED ON THE CONTROL PANEL OR WALL BY THE UTILITY GIVING A TELEPHONE NUMBER FOR A CONTACT IN CASE OFEMERGENCY.

WASTEWATER LIFT STATION NOTESSS-32



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CLU

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: MA

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3. M

AX

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M B

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DE

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IS 4

8 IN

[12

19 M

M].

4. D

IME

NS

ION

S O

N D

RA

WIN

G S

HO

WN

IN IN

CH

ES

[M

ILLI

ME

TER

S].

5. NOMINAL WALL THICKNESS IS 0.7 INCHES [17.8 MM] ±0.25 INCHES [6.3 MM].

452

[0.2

9]

PLA

N

PRO

FILE

50 [

1270

]

Ø50 [1270]

47 [

1190

]

Ø24 [610] ACCESS PORT

LIFT

ING

LU

G (

TYP

.)

INLE

T

Not

To

Scal

e

300-GALLON PUMP TANKSS-33



1. T

AN

K M

ARK

ING

S W

ILL

INC

LUD

E: M

AN

UFA

CTU

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NA

ME,

LIQ

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AN

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,

MA

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L D

EPTH

, AN

D S

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DES

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ATE

D S

ERIA

L N

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EXT

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R O

F M

AN

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CO

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LUD

ES T

HE F

OLL

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ING

WA

RNIN

G: "

DA

NG

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N G

ASE

S"

WRI

TTEN

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NG

LISH

, FRE

NC

H, A

ND

SPA

NIS

H.3.

MA

XIM

UM B

URIA

L D

EPTH

IS 4

8 IN

[121

9 M

M].

4. D

IMEN

SIO

NS

ON

DRA

WIN

G S

HOW

N IN

INC

HES

[MIL

LIM

ETER

S].

5. NOMINAL WALL THICKNESS IS 0.7 INCHES [17.8 MM] ±0.25 INCHES [6.3 MM].

51.2

[130

0]

PLA

N

PRO

FILE

Ø24 [610] ACCESS PORT

LIFT

ING

LUG

(TYP

.)

60.4

[153

4]

INLE

TØ62.5 [1587]

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gal [

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in

UNITS

U.S.

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LUE

2[m

]245

2 [0

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Not

To

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e

500-GALLON PUMP-SIPHON TANKSS-34



110.

4[2

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]

INLE

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Ø24.0 [610] MANHOLE

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gal [

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in [m

m]

1,05

5 [3

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]91

5 [3

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]

110.

4 [2

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]in

[mm

]in

[mm

]66

.0 [1

,676

]50

.6 [1

,285

]

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50.6

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40.0

IN [1

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IN [1

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mm

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920

[3,4

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9.8

[249

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I

NLE

T

DRI

LLLO

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[mm

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VERT

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IN

[mm

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OUT

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AN

D LI

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N [m

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2.0

[51]

3.0

[76]

2.25

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42.0

[1,0

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42.7

5 [1

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42.0

[1,0

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40.0

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39.7

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A A B

D C C

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900-GALLON SINGLE COMPARTMENT SEPTIC TANKSS-35



143.

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gal [

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m]

1,44

8 [5

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]1,

254

[4,7

45]

143.

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,650

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[mm

]in

[mm

]66

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,676

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IN [1

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1 [4

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9.8

[249

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I

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N

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[mm

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IGHT

IN

[mm

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LET

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RT H

EIG

HT

AN

D LI

QUI

D LE

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I

N [m

m]

2.0

[51]

3.0

[76]

2.25

[57]

42.0

[1,0

67]

42.7

5 [1

,086

]

42.0

[1,0

67]

40.0

[1,0

16]

39.7

5 [1

,010

]

39.7

5 [1

,010

]

A A B

D C C

TABL

E 1

- SP

ECIF

ICA

TIO

NS

TABL

E 2

- IN

VERT

S A

ND

LIQ

UID

LEV

EL

TOTA

L V

OLU

ME

AA

'

TOP

VIE

W

143.

7[3

,650

]

66.0

[1,6

76]

RISE

R

C

ON

NEC

TION

(TYP

)




170.

4[4

,328

]

INLE

T HE

IGHT

(SEE

TA

BLE

2)LI

QUI

D L

EVEL

(SEE

TA

BLE

2)

FREE

BOA

RD(S

EE T

ABL

E 1)

SEC

TION

A-A

'

INLE

TO

UTLE

T


AC

CES

S O

PEN

ING

Ø4 [102]

INLE

T PI

PE

PARA

MET

ER

UN

ITSU.

S.[M

etric

]LI

QUI

D L

EVEL

WO

RKIN

G V

OLU

ME

TAN

K LE

NG

TH

TAN

K W

IDTH

TAN

K HE

IGHT

gal [

L]ga

l [L]

in [m

m]

1,76

2 [6

,669

]1,

523

[5,7

65]

170.

4 [4

,328

]in

[mm

]in

[mm

]66

.0 [1

,676

]50

.6 [1

,285

]

Dra

wn

by:

Dat

e:SC

ALE

SHEE

T

6 Bu

sines

s Par

k Rd

. O

ld S

aybr

ook,

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0647

5(8

00) 2

21-4

436

TW-1

500

SIN

GLE

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MPA

RTM

ENT

SEPT

IC T

AN

K C

ON

FIG

URA

TION

12-0

5-08

DW

G N

O. 1

R.D

.

1 of

1

INFI

LTRA

TOR

SYST

EMS

INC

.

Che

cked

by: D

JL

0.7

[18]

WA

LL T

HIC

KNES

S

GA

SKET

SEA

L(T

YP) Ø4 [102]

OUT

LET

TEE

PER

CO

DE

STRU

CTU

RAL

BULK

HEA

D (T

YP)

SID

E V

IEW

66.0

[1,6

76]

50.6

[1,2

85]

POSI

TION

TEE

1.5"

FRO

MM

AN

HOLE

RIM

RUBB

ER G

ASK

ET

TAN

KW

ALL

INLE

T O

RO

UTLE

T

TEE

MA

NHO

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IM

PIPE

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ETRA

TION

DET

AIL

FREE

BOA

RDin

[mm

]10

.1 [2

56]

PER

CO

DE

LETT

ERED

DRI

LL L

OC

ATIO

NS

(SEE

TA

BLE

2)

LIQ

UID

LEV

EL

1,76

2 [6

,669

]

170.

4 [4

,328

]66

.0 [1

,676

]50

.6 [1

,285

]

40.0

IN [1

,016

mm

]39

.75

IN [1

,010

mm

]

1,53

2 [5

,798

]

9.8

[249

]

I

NLE

T

DRI

LLLO

CA

TION

O

UTLE

T

DRI

LLLO

CA

TION

I

NV

ERT

DRO

P

IN [m

m]

INLE

T IN

VER

T

HEIG

HT

IN [m

m]

OUT

LET I

NV

ERT H

EIG

HT

AN

D L

IQUI

D L

EVEL

I

N [m

m]

2.0

[51]

3.0

[76]

2.25

[57]

42.0

[1,0

67]

42.7

5 [1

,086

]

42.0

[1,0

67]

40.0

[1,0

16]

39.7

5 [1

,010

]39

.75

[1,0

10]

A A B

D C C

TABL

E 1

- SPE

CIF

ICA

TION

S

TABL

E 2

- IN

VER

TS A

ND

LIQ

UID

LEV

EL

TOTA

L V

OLU

ME

AA

'

TOP

VIEW

170.

1[4

,320

]

66.0

[1,6

76]

RISE

RC

ON

NEC

TION

(TYP

)



FILE NAME: W-TYPICAL WATER DETAILS

EXISTING WATER MAIN

PROPOSED WATER MAIN

EXISTING VALVE

PROPOSED VALVE

PROPOSED WATER SERVICE (POTABLE)

EXISTING FIRE HYDRANT

PROPOSED FIRE HYDRANT

PROPOSED BLOW-OFF VALVE

WAT

LEGEND

WAT

IRR

EXISTING IRRIGATION MAIN

PROPOSED IRRIGATION MAIN

IRR

PROPOSED WATER SERVICE (IRRIGATION)

WATER LEGENDW-01



GENERAL WATER NOTES1. WATER SYSTEM COMPONENTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND REGULATIONS, TESTED, CLEANED, DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE IN ACCORDANCE WITH THE LATEST AWWA STANDARDS AND CHAPTER 62-555, FLORIDA ADMINISTRATIVE CODE.

2. ALL PIPE SHALL BEAR THE "NSF" SEAL FOR POTABLE WATER.

3. WATER MAINS SHALL BE BLUE PVC CONFORMING TO AWWA C-900, DR 18. ALL COUPLINGS, CLEANING COMPOUNDS, SOLVENTS, LUBRICANTS, AND PIPE PREPARATION FOR LAYING, SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS.

4. DEPTH OF WATER LINES FROM CROWN OF PIPE TO FINISHED GRADE SHALL BE 36".

5. WATER MAINS TO BE LOCATED 3' FROM RIGHT OF WAY, UNLESS OTHERWISE NOTED.

6. WHEN POOL EQUIPMENT IS TO BE INSTALLED AN AIR-GAP OF 3" MINIMUM SHALL BE MAINTAINED BETWEEN EQUIPMENT AND WATER AND SANITARY SYSTEMS.

1. ALL REUSE AND NON-POTABLE IRRIGATION PIPING TO BE A SOLID PURPLE COLOR.

3. DEPTH OF REUSE AND NON-POTABLE IRRIGATION LINES TO BE 48" BELOW FINISHED GRADE.

TAPE LOCATED ON TOP OF PIPE & SECURED TAPE SHALL BE 3" VINYL BLUE IN COLOR WITH7. ALL POTABLE WATER MAINS THAT ARE NOT BLUE PVC SHALL BE INSTALLED WITH IDENTIFIER

LETTERING INDICATING "POTABLE WATER" AT TWO FOOT INTERVALS ALONG TAPE.

GENERAL REUSE ANDNON-POTABLE IRRIGATION NOTES

2. REUSE MAINS SHALL BE PVC CONFORMING TO AWWA C-900, DR 18. ALL COUPLINGS,CLEANING COMPOUNDS, SOLVENTS, LUBRICANTS, AND PIPE PREPARATION, FOR LAYING,SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S LATEST RECOMMENDATIONS.

4. ALL REUSE AND NON-POTABLE IRRIGATION MAINS THAT ARE NOT PURPLE PVC SHALL BEINSTALLED WITH IDENTIFIER TAPE LOCATED ON TOP OF PIPE & SECURED TAPE SHALL BE 3"VINYL PURPLE IN COLOR WITH LETTERING INDICATING "REUSE" OR "NON-POTABLE IRRIGATION"AT TWO FOOT INTERVALS ALONG TAPE.

TYPICAL UTILITY NOTES (1 OF 3)W-02



HORIZONTAL SEPARATION: BETWEEN UNDERGROUND WATER MAINS AND SANITARY ORSTORM SEWERS, WASTEWATER OR STORMWATER FORCE MAIN, RECLAIMED WATERPIPELINES, AND ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS.

1. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE AHORIZONTAL DISTANCE OF AT LEAST FIVE FEET BETWEEN THE OUTSIDE OF THE WATERMAINAND THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCEMAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER62-610, F.A.C.

2. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDEHORIZONTAL DISTANCE OF TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THEOUTSIDE OF ANY EXISTING OR PROPOSED VACUUM-TYPE SANITARY SEWER.

3. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE AHORIZONTAL DISTANCE OF TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THEOUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY-OR PRESSURE-TYPE SANITARY SEWER,WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATEDUNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCEBETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO FIVEFEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST TWELVE INCHES ABOVE THETOP OF THE SEWER.

4. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE AHORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAINAND ALL PARTS OF ANY EXISTING OR PROPOSED "ON-SITE SEWAGE TREATMENT ANDDISPOSAL SYSTEM" AS DEFINED IN SECTION 381.0065(2), F.S., AND RULE 64E-6002, F.A.C.

5. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THE REQUIRED MINIMUMHORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATERMAIN IS CROSSING ANOTHER PIPELINE AND JOINTS IN THE WATER MAIN ARE BEING LOCATEDLESS THAN THE REQUIRED MINIMUM DISTANCE FROM JOINTS IN OTHER PIPELINE:

A. USE OF PRESSURE-RATED PIPE CONFORMING TO THE AMERICAN WATER WORKSASSOCIATION STANDARDS INCORPORATED INTO RULE 62-555.330, F.A.C., FOR THEOTHER PIPELINE IF IT IS GRAVITY-OR VACUUM-TYPE PIPELINE;

B. USE WELDED, FUSED OR OTHERWISE RESTRAINED JOINTS FOR EITHER WATER MAIN ORTHE OTHER PIPELINE; OR

C. USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHESTHICK FOR EITHER THE WATER MAIN OR THE OTHER PIPELINE.

POTABLE WATER CLEARANCE REQUIREMENTS




VERTICAL SEPARATION: BETWEEN UNDERGROUND WATER MAINS AND SANITARY OR STORMSEWERS, WASTEWATER OR STORMWATER FORCE MAIN, RECLAIMED WATER PIPELINES.

1. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSEDGRAVITY-OR VACUUM-TYPE SANITARY SEWER OR STORM SEWER SHALL BE LAID SO THE OUTSIDEOF THE WATER MAIN IS AT LEAST TWELVE INCHES, AND PREFERABLY EIGHTEEN INCHES, ABOVEOR AT LEAST EIGHTEEN INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT ISPREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

2. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSEDPRESSURE-TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINECONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEASTEIGHTEEN INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT ISPREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

3. AT THE UTILITY CROSSINGS DESCRIBED IN PARAGRAPHS 1 AND 2 ABOVE, ONE FULL LENGTH OFWATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATERMAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCHCROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEASTTHREE FEET FROM ALL JOINTS IN VACUUM-TYPE SANITARY SEWERS, STORMSEWERS,STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDERPART III OF CHAPTER 62-610, F.A.C. AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-ORPRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYINGRECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

4. SEPARATION BETWEEN WATER MAINS AND SANITARY OR STORM SEWER MANHOLES.A. NO WATER MAIN SHALL PASS THROUGH, OR COME IN CONTACT WITH, ANY PART OF A

SANITARY MANHOLE.B. WATER MAINS SHALL NOT BE CONSTRUCTED OR ALTERED TO PASS THROUGH, OR COME

INTO CONTACT WITH ANY PART OF A STORM SEWER MANHOLE OR INLET STRUCTURE.

5. WHERE AN UNDERGROUND WATER MAIN IS BEING LAID LESS THAN THREE FEET HORIZONTALLYFROM ANOTHER PIPELINE AND WHERE AN UNDERGROUND WATER MAIN IS CROSSING ANOTHERPIPELINE AND IS BEING LAID LESS THAN THE REQUIRED MINIMUM VERTICAL DISTANCE FROM THEOTHER PIPELINE:

A. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACTSTRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE) ORCONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE WATER MAIN: AND

B. USE OF PIPE, OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (I.E., HAVING AN IMPACTSTRENGTH AT LEAST EQUAL TO THAT OF 0.25-INCH-THICK DUCTILE IRON PIPE) ORCONCRETE ENCASEMENT AT LEAST FOUR INCHEST THICK FOR THE OTHER PIPELINE IF IT ISNEW AND IS CONVEYING WASTEWATER OR RECLAIMED WATER.

POTABLE WATER CLEARANCE REQUIREMENTS




EXISTING/PROPOSEDUTILITY

45° BEND

45° BEND

3 FT

. MIN

.

GRADE

CONTRACTOR SHALL UTILIZEDEFLECTION (MAX. 75% OF MANUFACTURER'SRECCOMENDATIONS) AND/OR FITTINGS TOMAINTAIN 12" MIN. VERTICAL CLEARANCEBETWEEN WATER MAIN AND ALL OTHEREXISTING AND PROPOSED UTILITIES.CONTRACTOR SHALL MAINTAIN 6" MIN. VERTICALCLEARANCE BETWEEN ALL UTILITIES OTHERTHAN POTABLE WATER.

UTILITY DEFLECTION DETAILW-05



DOUBLE STRAPSERVICE SADDLE

HDPE DR9 SERVICE LINE

CORPORATION STOP

FORD "Y" BRANCH(FOR DOUBLE SERVICE)

HDPEWATER SERVICE

CURB STOP

CURB STOP

CURB STOP

WATER SERVICE DETAILW-06



3' MIN

TAPPED PLUG

CONCRETE METER BOX

2" THREADED CAP

2" SCH 80 PVC PIPEAND FITTINGS PERSPECIFICATIONS

BROOKS 36 SERIES

OR EQUAL

2" BALL VALVE

2 IN. BLOW-OFF DETAILW-07



THRUST BLOCKIF PIPE NOTRESTRAINED(SEE DETAILS)

NOTE: IN RESIDENTIAL AREAS ONLY, VALVE BOX CONCRETE COLLARS ARE NOT REQUIRED. TWOINCH (2") DIAMETER BRASS DISCS SHALL BE GLUED TO THE CLOSEST CURB INDICATING THEDIRECTION TO THE VALVE. GENERALLY, 2 DISCS SHALL BE REQUIRED FOR EACH VALVE (90°APART).

4" THICK X 24"ØCONCRETE COLLAR(SEE NOTE)

MJ DUCTILE IRON4" PVC W/ MJRESTRAINTS

CAST IRON VALVE BOXW/PAD PER DETAIL

BROOKS 36 SERIESCONCRETE METER BOX,OR EQUAL

4" QUICK CONNECTADAPTER W/CAP

90° BEND

4" CAST IRON GATE VALVEPER SPECIFICATIONS

4" PVC W/ MJRESTRAINTS

4 IN. BLOW-OFF DETAILW-08



NOTE: Thrust block areas computed on basis of 2000 lbs.

SCHEDULE FOR THRUST BLOCK AREAS

22 °BEND

(Sq. Ft.)

0.5

1.9

3.2

4.5

per sq. ft. soil resistance bearing.

PIPESIZE

(inches)

4

6

8

10

12

7.0 3.9

16.3

11.4

8.8

6.2

BEND(Sq. Ft.)

2.0

4.0

90°BEND

1.0

2.2

(Sq. Ft.)

1.1

45° 1/2

PRESSURE

0.9 5.0 150

1.6

2.3 11.5

8.1

150

150

BEND(Sq. Ft.)

0.25

0.6

11 °4/1

PLUG

1.4

2.9

(Sq. Ft.)

150

150

(P.S.I.)

TEE & DESIGN

1'-6" MIN

H/2 MAXH

FITTING

THRUST

CONCRETETHRUST BLOCK

UNDISTURBED SOIL

AREA FOR90° BEND

AREA FORMJ PLUG

AREA FOR45° BEND

AREA FORWYE

AREA FORTEE

WOOD BLOCKING

NOTES:

1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERETRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TOUNDISTURBED MATERIAL.2. EXTEND THRUST BLOCK FOR FULL LENGTH OF FITTING. PLACE WOOD BLOCKING IN FRONT OFPLUGS BEFORE POURING CONCRETE. THE JOINTS OF FITTINGS SHALL NOT BE COVERED INCONCRETE.3. ALL JOINTS SHALL BE WRAPPED IN PLASTIC FILM BOND BREAKER BEFORE CONCRETE ISPLACED.4. ROUGH BLOCKING FORMS SHALL BE USED ALONG THE SIDES OF THRUST BLOCKS.5. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED, TO SUIT THE SPECIFICFITTING ARRANGEMENT.6. ALTERNATE DESIGN RESTRAINING SYSTEMS SHALL BE PROVIDED WHERE STANDARD THRUSTBLOCKING IS NOT SUITABLE.7. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED FOR GROUND CONTACT.

PIPE JOINT THRUST RESTRAINT DETAIL (1 OF 2)W-09



PIPE

100'12

10

8

6

4

SIZE

(INCHES)

40'

60'

80'

80'

P.V.C. (L)

BEND

P.V.C. (L)

40'

P.V.C. (L)

40'

40'

40'

20'

BEND

20'20'

BEND

20'

20'

20'

20'

20'

20'

20'

20'

BEND

P.V.C. (L)

150

150

150

150

150

P.V.C. (L)

100'

80'

80'

60'

40'

PLUG & TEE

P.V.C. (L)

PSI.

(NO JOINTS ALLOWED)

DEAD END/PLUG

90° BEND

22.5° BEND

90°

L

L

THRUST RESTRAINT DETAILS

FITTINGS (LENGTH IN FEET)(3-FT. COVER: 200 PSI TEST PRESSURE)

45°

L

N.T.S.

22.5 11.25

L

L

RUN

8' MIN.

(NO JOINTS ALLOWED)

DESIGN PRESSUREDEAD END &

11.25° BEND

L

45° BEND

L

L

TEE

L

8' MIN.

L

NOTE: PROVIDE RESTRAINED JOINTS AT CHANGES IN DIRECTION OF ALL WATER MAINS.RESTRAIN ALL PIPE JOINTS WITHIN THE DISTANCES SHOWN IN THE FOLLOWING TABLE.DISTANCES APPLY TO LENGTHS OF PIPE ON EACH SIDE OF THE FITTING. TEES AND DEAD ENDSVALVED OR CAPPED ARE CONSIDERED EQUIVALENT TO 90 DEG. BENDS. (LENGTHS ARE BASEDON SOIL OF "TYPE 2 CLAY" BACKFILL AND UP TO 200 PSI TEST PRESSURE.) JOINT RESTRAINTSSHALL BE MEGA-LUG.

PIPE JOINT THRUST RESTRAINT DETAIL (2 OF 2)W-10



3' MIN

4" THICK X 24"ØCONCRETE COLLAR

CAST IRON VALVE BOXPER SPECIFICATIONS

WHEN VALVE IS INSTALLEDIN ROADWAY OR OTHER TRAFFICAREAS, SET VALVE BOX ONFOUR (4) SOLID COMMON BRICKS

#14 THW LOCATING WIRE(SOLID COPPER)POTABLE WATER: BLUE JACKETNON-POTABLE WATER: PURPLE JACKET

1 #3 CONTINUOUSMIN. 6" LAP

2" TYP.

1 1/2" TYP.

THRUST BLOCK ON 4"VALVE OR SMALLER

MJ VALVEPER SPECIFICATIONS

LID TO BE MARKED ASWATER OR FIRE

GATE VALVE & BOX DETAILW-11



ROMAC SST, OR EQUAL, STAINLESSSTEEL TAPPING SLEEVE

WITH DUCTILE IRON FLANGE

TAPPING VALVE

4" THICK X 24" ØCONCRETE PAD(SEE NOTE)

NOTE: IN RESIDENTIAL AREAS ONLY, VALVE BOX CONCRETE COLLARS ARE NOT REQUIRED. TWOINCH (2") DIAMETER BRASS DISCS SHALL BE GLUED TO THE CLOSEST CURB INDICATING THEDIRECTION TO THE VALVE. GENERALLY, 2 DISCS SHALL BE REQUIRED FOR EACH VALVE (90°APART).

12"

30"MIN.

SE

E D

ETA

IL W

-09

MIN

.

12"

MIN

.


SE

E D

ETA

IL W

-09

EQ

UA

LE

QU

AL


TAPPING SLEEVE & VALVE DETAILW-12



~

~

PVC WATER MAIN

COMPRESSION FITTING ANDTAPPING SADDLE

SERVICE LINE

PLASTIC TIE STRAPS TO BE PLACEDWITHIN 18" OF ALL SPLICES, CONNECTIONS,

OR TERMINATION, MAXIMUM SPACING 7'.

#14 THW LOCATING WIRE(SOLID COPPER)

POTABLE WATER: BLUE JACKETNON-POTABLE WATER: PURPLE JACKET

1-1/4" X 2" SPLIT GROUND CLAMPINSTALLED AROUND PACK JOINT

COUPLING TO WATER METER.

METER BOX

TIE STRAP (TYP) LOCATING WIRE

PIG TAIL 3" OF WIREAFTER PASSING THROUGHSPLIT BOLT.

1/4" X 3/4" SPLIT BOLT

LOCATING WIRE

CONNECTION (SEE DETAIL)

NOTES:1. THE ENDS OF ALL LOCATINGWIRES, WHETHER THEY ARESPLICED, CONNECTED, ORTERMINATED, SHALL HAVE THE LASTTHREE INCHES PIG TAILED ASDETAILED HEREON.2. AFTER INSTALLATION OF THELOCATING WIRE THE SYSTEM SHALLBE SUBJECTED TO TESTING, PRIORTO BACK FILL, IN ORDER TOESTABLISH THAT THE SYSTEM ISFUNCTIONAL.

WATER SERVICE LOCATING WIRE DETAILW-13



HYDRANT TO BE PLACED WITH PUMPER NOZZLES

FACING STREET

BA

CK

OF

CU

RB

DUCTILE IRONFIRE HYDRANT

TEE

6" GATE VALVEWITH BOX

24"Ø X 4" THICKCONCRETE PAD

(SEE NOTE)

1'-6" MIN

FIRE HYDRANTPER SPECIFICATIONS


HYDRANT DRAIN RINGTO BE KEPT FREEOF CONCRETE

WORD "FIRE"

ON COVER

WATERMAIN

THRUST BLOCK(SEE DETAILS)

SPECIFICATIONS1. AWWA SPECIFICATIONS C-5022. TWO 2-1/2" HOSE NOZZLE DISCHARGE3. ONE 4-1/2" PUMPER NOZZLE DISCHARGE4. ONE 1-1/2" OPERATING NUT, LEFT

WEEP HOLE TOBE KEPT FREEOF CONCRETE

6' MAX

ED

GE

OF

PA

VE

ME

NT

3' MIN

RIG

HT-

OF-

WA

Y

3'

NOTE: IN RESIDENTIAL AREAS ONLY, VALVE BOXCONCRETE COLLARS ARE NOT REQUIRED. TWO INCH (2")DIAMETER BRASS DISCS SHALL BE GLUED TO THECLOSEST CURB INDICATING THE DIRECTION TO THEVALVE. GENERALLY, 2 DISCS SHALL BE REQUIRED FOREACH VALVE (90° APART).


FIRE HYDRANT ASSEMBLY DETAILW-14



CORPORATION STOP

4'-6" FROM R/WTO FRONT OFMETER BOX

R/WDUAL CHECKVALVE (TYP.)

POTABLE

14-7/8"

DOUBLE METER LID

20-3/4"

N.T.S.DETAIL

SINGLE METER LID

11-1/2"

16-1/2"

N.T.S.DETAIL

POTABLE

POLY PLASTIC LID

FUTURE METERS BY UTILITY CO.

ANGLE U-BRANCH ASSEMBLY

HDPE DR9SERVICE LINE


1 3/4" DIA. HOLE FORTOUCH READ DEVICE (INSTALL TEMPORARY PLUGS)

TEXT CAST IN LID

TYPICAL LOT WATER METER ASSEMBLY DETAILW-15



ELL COUPLING (FOR SINGLE SERVICE)ANGLE U-BRANCH (FOR DOUBLE SERVICE)

1" AMES 2000B, WILKINS 950XLT, ORFEBCO 850, OR EQUAL, DOUBLECHECK BACKFLOW PREVENTER


DR9 SERVICE LINE

ANGLE METERVALVE

CONTRACTOR TO INSTALL5/8"X3/4" OR 3/4" SCH. 80 NIPPLE7-1/2" LONG FUTURE METERS BY

UTILITY CO. (5/8"x3/4" OR 3/4")

CORPORATION STOP

P.E.T.WATER SERVICE

12"

NOTE:METER BOX TO BE INSTALLEDWITH (1)8" CONCRETE BRICKUNDER EACH CORNER

RUSSELL FOUNDRY MB2202WITH 1-3/4" HOLES FOR TOUCHREAD DEVICE, OR EQUAL

COUPLING

ALTERNATE METER BOXIN NON-PEDESTRIAN AND NON-VEHICULAR AREAS METER BOXMAY BE A MID STATES PLASTICS MSBCF 1730-18XL, OR EQUAL

18"

P.E.T. WATERSERVICE

GALVANIZEDSTEEL

COMMERCIAL WATER METER ASSEMBLY DETAILW-16



1" AMES 2000B, WILKINS950XLT, OR FEBCO 850, OR

EQUAL, DOUBLE CHECKBACKFLOW PREVENTER


DR9 SERVICE LINE

ANGLE METERVALVE

CONTRACTOR TO INSTALL1" SCH. 80 NIPPLE 10-3/4" LONG

FUTURE 1" METER(S) BY UTILITY CO.

CORPORATION STOP

"Y" BRANCH(FOR DOUBLE SERVICE)

P.E.T.WATER SERVICE

12"

ALTERNATE METER BOXIN NON-PEDESTRIAN AND NON-VEHICULAR AREASMETER BOX MAY BE A MID STATES PLASTICSMSBCF 1730-18XL, OR EQUAL

NOTE:METER BOX TO BE INSTALLEDWITH (1)8" CONCRETE BRICKUNDER EACH CORNER

RUSSELL FOUNDRYMB2202 WITH 1-3/4" HOLESFOR TOUCH READ DEVICE,OR EQUAL

COUPLING

18"

P.E.T. WATERSERVICE

GALVANIZEDSTEEL

1 IN. COMMERCIAL WATER METER ASSEMBLY DETAILW-17



FIN

ISH

GR

AD

E

P.E

.T. S

ER

VIC

E L

INE

DR

9

CO

NTR

AC

TOR

TO

INS

TALL

1-1

/2"

SC

H. N

IPP

LE 1

3" L

ON

G F

UTU

RE

1-1/

2" M

ETE

R B

Y U

TILI

TY

AN

GLE

ME

TER

VA

LVE

RU

SS

ELL

FO

UN

DR

Y M

B28

3W

ITH

1-3

/4" H

OLE

FO

R T

OU

CH

RE

AD

DE

VIC

E, O

R E

QU

AL

ME

TER

FLA

NG

E

DO

UB

LE S

TRA

P S

ER

VIC

ES

AD

DLE

FO

RD

CO

RP

OR

ATI

ON

STO

P

24-1

/4"

1-1/

2" A

ME

S 2

000B

,W

ILK

INS

950

XLT

, OR

FEB

CO

850

, OR

EQ

UA

LD

OU

BLE

CH

EC

KB

AC

KFL

OW

PR

EV

EN

TER

ALT

ER

NA

TE M

ETE

R B

OX

IN N

ON

-PE

DE

STR

IAN

AN

D N

ON

-VE

HIC

ULA

RA

RE

AS

ME

TER

BO

X M

AY

BE

A M

ID S

TATE

SP

LAS

TIC

S M

SB

CF

1324

-12,

OR

EQ

UA

L

P.E

.T. S

ER

VIC

ELI

NE

DR

9

8"

12"

GA

LVA

NIZ

ED

STE

EL

1.5 IN. COMMERCIAL WATER METER ASSEMBLY DETAILW-18



ALT

ER

NA

TE M

ETE

R B

OX

IN N

ON

-PE

DE

STR

IAN

AN

D N

ON

-VE

HIC

ULA

RA

RE

AS

ME

TER

BO

X M

AY

BE

A M

ID S

TATE

SP

LAS

TIC

S M

SB

CF

1324

-12,

OR

EQ

UA

L

GA

LVA

NIZ

ED

STE

EL




18"

3" MJxFLANGEADAPTER

3" DOUBLECHECK W/OS&Y VALVES

38"

3" TURBINEMETER

3" STRAINER

3" MJxFLANGEADAPTER

30"

FLOW




21-1/2"

4" MJxFLANGEADAPTER(TYP)


40"

4" TURBINEMETER

4" STRAINER

4" MJxFLANGEADAPTER

(TYP)

30"

FLOW




27"

6" MJxFLANGEADAPTER(TYP)


48-1/2"

6" TURBINEMETER

6" STRAINER

6" MJxFLANGEADAPTER

(TYP)

30"

FLOW




LINESETTER

FUTURE METERS BY UTILITY CO.(5/8"x3/4" OR 3/4")

SCH. 80 P.V.C.NIPPLE

RUSSELL FOUNDRY MB283WITH 1 3/4" HOLE FORTOUCH READ DEVICE, OR EQUAL

ELL COUPLING(FOR SINGLE SERVICE)ANGLE U-BRANCH(FOR DOUBLE SERVICE)

P.E.T. DR9 SERVICE LINE


CORPORATION STOP

13" 8"

24 1/4"

13 5/8"

ALTERNATE METER BOXIN NON-PEDESTRIAN AND NON-VEHICULARAREAS METER BOX MAY BE A DFW 1500 JUMBOBOX, OR EQUAL

IRRIGATION METER ASSEMBLY DETAILW-23




P.E.T. DR9 SERVICE LINE LINESETTER

ELL COUPLING

FUTURE 1" METER(S) BY UTILITY CO.

CORPORATION STOP

"Y" BRANCH(FOR DOUBLE SERVICE) P.E.T.

WATER SERVICE

SCH. 80P.V.C. NIPPLE

RUSSELL FOUNDRY MB2202WITH 1 3/4" HOLE FORTOUCH READ DEVICE, OR EQUAL

31"

12"18"

ALTERNATE METER BOXIN NON-PEDESTRIAN AND NON-VEHICULARAREAS METER BOX MAY BE A DFW 1500 JUMBOBOX

19"

1 IN. IRRIGATION METER ASSEMBLY DETAILW-24



SERVICE SADDLEDOUBLE STRAP

CORPORATION STOP

FINISH GRADE

DR9 P.E.T. SERVICE LINE

1.5" SCH.

METERFLANGE

ANGLE METER VALVE80 P.V.C. NIPPLE

8"13"

24 1/4"


RUSSELL FOUNDRYMB283, OR EQUAL

CONTRACTOR TO INSTALL 1-1/2"SCH. 80 NIPPLE 13" LONG FUTURE1-1/2" METER BY UTILITY CO.

1.5 IN. IRRIGATION METER ASSEMBLY DETAILW-25



SERVICE SADDLEDOUBLE STRAP

CORPORATION STOP

FINISH GRADE

DR9 P.E.T. SERVICE LINE

SCH. 80

METERFLANGE

ANGLE METER VALVE

P.V.C. NIPPLE

24 1/4"

8"13"


RUSSELL FOUNDRY MB283,OR EQUAL, WITH 1 3/4" HOLEFOR TOUCH READ DEVICE

CONTRACTOR TO INSTALL SCH.80 NIPPLE 17" LONG FUTURE 2"METER BY UTILITY CO.




3" STRAINER

3" TURBINE METER

1/2" x 2 1/4"STAINLESS STEELWEDGE ANCHOR

STANDARD DOGHOUSESTYLE PRECAST

MANHOLE SECTION

4' D.I.P.FLANGE X P.E.

36"OPENING

US FOUNDRY BASINPEDESTRIAN COVERALUM TOP

FLOW

36"MIN

18"

48"

1 3/4" HOLE FOR TOUCH READ DEVICE

M.J. SLEEVE

PVC

4' D.I.P. FLANGE X P.E.

PVC

M.J. SLEEVE




4" STRAINER4" TURBINE METER



MANHOLE SECTION36"

OPENING


FLOW

36"MIN

48"


PVC

M.J. SLEEVE


M.J. SLEEVE

PVC


21 1/2"





48"

27"36"MIN

FLOW

36"OPENING


MANHOLE SECTION


6" TURBINE METER6" STRAINER


PVC

M.J. SLEEVE


M.J. SLEEVE

PVC





FLOWNEW

WATER LINE

DOUBLE STRAPSADDLE

2" CORP. STOP

TIE- IN VALVE MUST BE CLOSED ANDREMAIN LOCKED. OPERATED BYUTILITY PERSONNEL ONLY.

EXISTINGWATER LINE

DOUBLE STRAPSADDLE

2" CORP. STOP

2" GATE VALVE

3/4" HOSE BIB W/VACUUM BREAKER

AMES 2000B, WILKINS 950XLT, OR FEBCO850, OR EQUAL, DOUBLE CHECK

BACKFLOW PREVENTION ASSEMBLY

GALV. STEEL PIPE ANDFITTINGS. PROVIDETEMPORARY SUPPORTSAS REQUIRED

UNION

2" GATE VALVE

GALV. STEEL PIPE

30"ABOVEGRADE

TEMPORARY JUMPER DETAILW-30



GALV. STEEL

12"

REDUCER

FINISHED GRADE

GATE VALVE (TYP)

METER BOX

BY UTILITY FUTURE METER

H.D.P.E. SERVICE LINE DR9

BUILDING

METER

NOTE: RPZ BACKFLOW PREVENTER MUST BE LOCATEDADJACENT TO BUILDING WALLS AND SCREENED WITHLANDSCAPING

NOTE: SEE APPROPRIATE ASSEMBLY DETAILS FOR ADDITIONAL INFORMATION

TO BE USED FOR HIGHER RISK FACILITIES ONLY, SUCH AS:

COMMERCIAL CAR WASH, COMMERCIAL LAUNDRIES, PHOTO PROCESSINGFACILITIES, PEST CONTROL COMPANIES, COOLING TOWERS, HOSPITALS,MEDICAL & DENTAL OFFICES, ASSISTED LIVING/NURSING FACILITIES,VETERINARIAN CLINICS, WASTEWATER LIFT STATIONS (IF SERVED BY POTABLEWATER), WASTEWATER TREATMENT PLANT, MAINTENANCE FACILITY (GOLF,LANDSCAPE, ETC.), GROCERY STORE, BEAUTY SALON/SPA, HOMEIMPROVEMENT/HARDWARE, FUNERAL HOME AND EYE CARE CLINICS.

1/2" to 2" WILKINS 975XL, AMES 4000B,FEBCO 860, OR EQUAL REDUCED

PRESSURE BACKFLOW PREVENTER

ALTERNATE BACKFLOWPREVENTER LOCATIONS

CORPORATIONSTOP

BACKFLOW PREVENTER ASSEMBLY DETAILW-31


FILE NAME: TR-TRENCHING DETAILS

FRONT YARD TRENCH

SEWER SERVICE

SEWER MAIN

RIGHT OF WAY LINE

EDGE OF PAVEMENTBACK OF CURB

CENTERLINE OF ROAD

EDGE OF PAVEMENTBACK OF CURB

WATER MAIN

UNIT LOTSIDE LOT LINESIDE LOT LINE

REAR LOT LINEUTILITY EASEMENT( TYPICAL )

RIGHT OF WAY LINE

LIMITS OF JOINTUTILITY TRENCH

CAB

LE T

V

LOT

LIN

E

TELE

PHO

NE

POW

ER

RIGHT OF WAY

1'2' 1'

7.5'

CENTERLINEUTILITY TRENCH

PEDESTAL PLACEMENTS

3'

IRRIGATION MAINIRR IRR4.5'

WATERMETERS

4.5'

IRRIGATIONMETERS

13'

STANDARD UTILITY SERVICES DETAILTR-1


10' UTILITY EASEMENT

LIM

ITS

OF

JOIN

T TR

EN

CH

2'

4'5'5'

RIG

HT

OF

WA

Y

BA

CK

OF

CU

RB

POW

ER C

ON

DU

ITS

IF N

EED

ED

4'

3'

PRIM

ARY

POW

ER

SEC

ON

DAR

Y PO

WER

TELE

PHO

NE

2'


2'2'

TELE

PH

ON

E

SE

CO

ND

AR

Y

CA

BLE

TV

PO

WE

R C

ON

DU

ITS

IF N

EE

DE

D

5' 5'4'

PA

RA

LLE

LW

ATE

R M

AIN

BA

CK

OF

CU

RB

RIG

HT-

OF-

WA

Y

WAT

ERM

AIN

2' 2'

PRIM

AR

Y PO

WE

R PO

WE

R3'

4'

LIM

ITS

OF

JOIN

T TR

EN

CH

1.33'

3'

3'

1.33'

4'

3'

LIM

ITS

OF

JOIN

T TR

EN

CH

PO

WE

R

PRIM

AR

Y PO

WE

R

2'2'

IRRI

GAT

ION

MAI

N

RIG

HT-

OF-

WA

Y

BA

CK

OF

CU

RB

PA

RA

LLE

LW

ATE

R M

AIN

4'5'5'

PO

WE

R C

ON

DU

ITS

IF N

EE

DE

D

CA

BLE

TV

SE

CO

ND

AR

Y

TELE

PH

ON

E

2' 2'


POWER CABLE PLACEMENT NORTH & WESTTELEPHONE CABLE PLACEMENT SOUTH & EAST

TYPICAL TRENCH WITHOUTWATER OR IRRIGATION MAINS

BACK FILL TO REQUIRED ELEVATIONBEFORE PLACING CABLE T.V., POWER

CABLE AND TELEPHONE CABLES.

TYPICAL TRENCH WITHCROSSING WATER MAIN



WHEN CROSSING WATER MAININCREASE UTILITY WIRE DEPTHBY 1.33', TEN FEET EITHER SIDE

TO ALLOW FOR ADEQUATE SEPARATION


WHEN CROSSING IRRIGATION MAININCREASE UTILITY WIRE DEPTHBY 1.33', TEN FEET EITHER SIDE

TO ALLOW FOR ADEQUATE SEPARATION




TYPICAL TRENCH WITHCROSSING IRRIGATION MAIN

FILE NAME: TR-TRENCHING DETAILS

FRONT YARD TRENCH

CAB

LE T

V

STANDARD JOINT TRENCHING DETAILTR-2


CONSTRUCTION DETAIL MANUAL - D.N. Higginsdnhiggins.com/docs/STOF DETAIL BOOK.pdf1050 GALLON DUAL...

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Transcript of CONSTRUCTION DETAIL MANUAL - D.N. Higginsdnhiggins.com/docs/STOF DETAIL BOOK.pdf1050 GALLON DUAL...