ENGINEERING BUREAU •••• PUBLIC WORKS DEPARTMENT CITY HALL • P.O. BOX 4990 • 400 SOUTH ORANGE AVENUE • ORLANDO, FLORIDA 32802-4990

PHONE 407-246-3267 • FAX 407-246-2892

STANDARD ENGINEERING DETAILS

Part 1 – Paving & Drainage

Index to Sheets

SHEET TITLE No. Supplementary Details for Manholes and Inlets 1 Driveways: Residential and Commercial Approaches 2 Typical Roadway Sections 3 Pavement and Milling – Street Restoration 4 Curb Ramp Notes and Details 5 Curb Ramp Details A 5A Curb Ramp Details B 5B Curb Ramp Details C 5C Curb Ramp Details D 5D Dumpster/Compactor Pad Details 6

7"

Min.

4"

12"

3"7" Min.

1’-4"

Note: Ladder bars are required only

Other types of ladder bars appearing on

when called for in the plans.

PICTORIAL VIEW OPTIONAL BAR TYPES

Half Wall Thickness

LADDER BARS

FOR STRUCTURES OVER 10’ IN DEPTH

Ladder Shall Extend

From 2’ Above Floor Up

Washer Welded To Smooth Bar

Or Nut & Washer On Threaded

Bar For Standard Structures;

Nut & Washer For Alternate G

Structures

Jam Nut Or Spot Weld With Single Nut & Washer For Standard Structures;

Jam Nut With Single Nut & Washer For Alternate G Structures

1" Dia. Plain Bars

Or Approved Alternate

1" Dia. Plain Bars Or

Approved Alternate

(Plain Bars, Nuts &

Washers Hot Galvanized

For Alt. G Structure)

the Florida Departments of Transportation

"Qualified Products List" may be used.

Installation shall be in accordance

with the ladder bar manufacturers

recommendations.

the supporting wall unit. An eccentric cone may be used.

concrete and steel reinforcement shall be the same as

concrete construction. For concrete construction, the

1. All steel bars shall have 1 1/4 " minimum cover unless

2. Manhole top Type 7 slabs shall be of Class II concrete.

construction joints as shown on Sheet 3 of 6.

precast units; see General Note No. 2.

be omitted when top is used over a junction box. Frames

NOTES (TOPS, FRAMES, AND COVER)

can be adjusted with from one to six courses of brick.

and in lieu of dowels. Frame and slab openings are to

precast construction. The optional key is for precast tops

Concrete as specified in ASTM C-478 may be used for

otherwise shown and shall be hooked where indicated.

5. Manhole tops shall be secured to structures by optional

4. Manhole top Type 8 may be of cast-in-place or precast

3. Manhole top Type 7 slabs may be of cast-in-place or

2"

PRIVATE PROPERTY:

MANHOLE FRAME & COVER FOR USE IN

DEDICATED PUBLIC R.O.W.:

MANHOLE FRAME & COVER FOR USE IN

MANHOLE COVERS

N.T.S.

N.T.S.

EXFILTRATION TRENCH SECTION

(PERF.)

VA

RIE

S

VA

RIE

S

VA

RIE

S

CMP

FILTER FABRIC

XG700 MIRAFI

OVERLAP

VARIES

1’-0"

VA

RIE

S

#5 SLAG

DRAINDRAINAGE.DGN

N.T.S.

RMH

1 DATE: ENGINEERING STANDARDS MANUALSCALE:

APPROVED BY:

FILENAME: CATEGORY:

DRAWN BY:

N.T.S.

CITY OF

ORLANDO, FLORIDA

MANAGEMENT BUREAU

DEPARTMENT OF PUBLIC WORKS

PROJECT / CONSTRUCTION

SHEETTITLE:

CT

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OLR AND

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LR

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L"

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EH

CITY B AE UT

GAP/EL

SUPPLEMENTARY DETAILS FOR

MANHOLES AND INLETS

24"

1. PAMREX or similar approved Manhole Cover and Frame

SPECIFICATIONS

2. Covers and Frames shall be manufactured from Ductile Iron in accordance with ISO 1083

3. Covers to be hinged and incorporate a 90^ blocking system to prevent accidental closure.

4. Covers shall be one-man operable using standard tools and shall be capable of withstanding an average load of 120,000 lbs.

5. Frames shall be circular and shall incorporate a seating gasket; Frame depth shall not exceed 4".

6. The Flange shall incorporate bedding slots and bolt holes.

7. All components shall be black coated.

I

G

NIDAOL0HE 2CNARF

NE

D

AM

S

TORMSEWER

41

NE

00

4D

PAMREX

2

XERMAP

D400

EN

124

FRANCE

H20LOADING

REWESMR

OT

S

NOT FOR USE IN ASPHALT PAVEMENT AREA

8. Manhole cover and frame for use in asphalt paved roadways shall be US Foundry 420JT or 120JT.

2/25/2009

0.02’/FT.

C

TYPE "F" CURB & GUTTER

MINIMUM 12" COMPACTED SUB-BASE

TYPICAL ROADWAY SECTION

N.T.S.

SOD PER APPROVED PLAN

6" 2’ 24’ 2’ 6"

SOD

22’2’-3" 2’-3"

13’-3" 13’-3"

6"

6" 6"

0.03’/FT. 0.03’/FT.

11’-9"

2’5’

2’2’

26’

0.02’/FT.

2’ LEVEL SOD

4" CONC. S/W

0.02’/FT.

120’ WIDE R/W

STANDARD CLEARING & GRUBBING

0.02’/FT.0.02’/FT.

11’-9"

SEED

2’5’

2’2’

4" CONC. S/W

2’ LEVEL SOD

R/

WLIMIT

S

OF

CO

NS

T.

R/

W

LIMIT

S

OF

CO

NS

T.

26’

6"6"

6"

MINIMUM 12" COMPACTED SUBGRADE

TYPE "E" CURB & GUTTER

TYPE "F" CURB & GUTTER

MINIMUM 12" COMPACTED SUBGRADE

N.T.S.

TYPICAL DIVIDED ROADWAY SECTION

FINAL LAYER THICKNESSES TO BE DETERMINED BY THE ENGINEERS PAVEMENT DESIGN CALCULATIONS.

FINAL LAYER THICKNESSES TO BE DETERMINED BY THE ENGINEERS PAVEMENT DESIGN CALCULATIONS.

2’ LEVEL SOD

SEED

2’ LEVEL SOD

ROADWAYROADWAY.DGN

N.T.S.

RMH

3 DATE: ENGINEERING STANDARDS MANUALSCALE:

APPROVED BY:

FILENAME: CATEGORY:

DRAWN BY:

N.T.S.

CITY OF

ORLANDO, FLORIDA

MANAGEMENT BUREAU

DEPARTMENT OF PUBLIC WORKS

PROJECT / CONSTRUCTION

SHEETTITLE:

CT

Y

F

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OLR AND

,O

LR

OF

DI

A

L"

F

U

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T"

EH

CITY B AE UT

TYPICAL ROADWAY SECTIONS

STABILIZED SUBGRADE LBR 40, TYP.

STABILIZED SUBGRADE LBR 40, TYP.

MINIMUM 8" COMPACTED BASE

6/3/2009

EL/DG

ENGINEERING STANDARDS MANUAL SCALE:

APPROVED BY:

CATEGORY:

DRAWN BY:

GENERAL

CITY OF

ORLANDO, FLORIDA

MANAGEMENT BUREAU

DEPARTMENT OF PUBLIC WORKS

PROJECT / CONSTRUCTION

SHEETTITLE:

CT

Y

FO

I

OLR AND

,O

LR

O

F

DI

A

L"

FU

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T"

EH

CITY B AE UT

N.T.S.

N.T.S.

DATE:

FILENAME:

N.T.S.

AREA PITCHED AWAY

FROM DRAIN

CONTAINMENT WALL DETAIL

P-TRAP

6"

VENT STACK

12’-

0"

MIN (SIN

GL

E)

24’-

0"

MIN (D

OU

BL

E)

DUMPSTER.DGN

N.T.S.

50’ MINI

MUM

6’-0"

NONE

RMH

6

6’-

0"

EL/WAS/DSG

HEAVY DUTY SCREENED DRAIN

W/ SEDIMENT BUCKET

DUMPSTER AND COMPACTOR

PAD DETAILS

4" SCHEDULE 40 PVC

N.T.S.

50’ MINIMUM

6’-0"

6’-

0"

COMPACTOR PAD

3’-0" CLEARANCE

BETWEEN

COMPACTOR AND FENCE

COMPACTOR PAD PLAN

3000 PSI CONCRETE

�" REBAR - 12" OC EW

(OR 6" x 6" - 10 x 10 WIREMESH)

DUMPSTER PAD

OIL/SAND SEPARATOR

CONTAINMENT WALL (COMPACTOR PAD ONLY)

ANGLE OF PAD WITH DRIVING LANE

SHALL ALLOW FOR A STRAIGHT-LINE

MANEUVERING DISTANCE OF 50 FT.

MANEUVERING

12’ IN

TERIO

R

CLEAR

ANCE

EXPANSION JOINT

(OPTIONAL)BOLLARDS

AREA

PAD SECTION W/ SANITARY SEWER CONNECTION

NOTE: SANITARY SEWER CONNECTION NOT ALLOWED FOR

DUMPSTER APPLICATION

VENT LINE

& TRENCH

DRAIN

(IN

TE

RIO

RC

LE

AR

AN

CE)

SECTION

MANEUVERING8"ASPHALT

OR

CONCRETE

8"

ANGLE OF PAD WITH DRIVING LANE

SHALL ALLOW FOR A STRAIGHT-LINE

MANEUVERING DISTANCE OF 50 FT.

EXPANSION

JOINT

12/19/2008

FENCE SHALL BE CHAIN LINK WITH

RIBBON SLEEVE OR WOODED PRIVACY.

GATES SHALL BE LOCKABLE WITH

100^ - 120^ SWING. TO BE PLACED

OUTSIDE OF THE PAD.PAD TO BE PLACED AT GROUND

LEVEL, NOT ELEVATED

GATE REQUIRES POSITIVE STOP TO HOLD

GATE OPEN AND CLOSED

INSIDE

DEPTH FROM

GATE TO

WALL

OR BOLLARDS10

’-0"

CLEAR

IF USED, BOLLARDS TOBE PLACED ON FOUR

FOOT CENTERS ACROSSBACK OF ENCLOSURE

AREA PITCHED

TOWARD DRAIN

(COMPACTOR ONLY)

HEAVY DUTY

SCREENED DRAIN

W/ SEDIMENT BUCKET

(COMPACTOR ONLY)

PLACED TO ONE SIDE AND

PAD SLOPED APPROPRIATELY

TO PERMIT DRAIN TO BE

CLEARED W/O REMOVING

THE UNIT WHEN DRAIN

BECOMES BLOCKED

8"

25’ CLEAR INSIDE

6’-0" 25’-0"

CLEAR INSIDE

ENGINEERING BUREAU •••• PUBLIC WORKS DEPARTMENT CITY HALL • P.O. BOX 4990 • 400 SOUTH ORANGE AVENUE • ORLANDO, FLORIDA 32802-4990

PHONE 407-246-3267 • FAX 407-246-2892

STANDARD ENGINEERING DETAILS

Part 2 - Wastewater

Index to Sheets

SHEET TITLE No.Lift Station Civil 7 Lift Station Antenna Mast 8 Lift Station Electrical 9 Lift Station Electrical 10Lift Station Electrical 11Electrical Ground 12Electrical Ground 13Electrical Ground 14Sanitary Sewer Structures 15Sanitary Sewer Structures 16Sanitary Sewer Structures 17

N.T.S.

DATE: SCALE:

APPROVED BY:

FILENAME: CATEGORY:

DRAWN BY:

N.T.S.

SHEETTITLE:

CT

Y

FO

I

OLR AND

,O

LR

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F

DIA

L"

FU

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T"

EH

CITY B AE UT

WASTEWATER

CITY OF

ORLANDO, FLORIDA

DEPARTMENT OF PUBLIC WORKS

WASTEWATER BUREAU

9/22/2009

PRECAST CONCRETE GRADE RINGS OR

BRICK COLLAR AS REQUIRED FOR

GRADE ADJUSTMENT (2" MIN. - 12" MAX.

HEIGHT)

TYPE II - HEAVY DUTY

MANHOLE FRAME AND COVER

PRECAST FLAT

TOP SLAB

DIA. AS NOTED

2’ - 0"

8"

TYPE B - FLAT TOP SLAB

TYPE C - FLAT TOP SLAB

DIA. AS NOTED

N.T.S.

N.T.S.

PRECAST FLAT

TOP SLAB

TYPE III - HEAVY DUTY

MANHOLE FRAME AND COVER

8"

1’ - 9 1/2 "

BUILT ONLY WITH PREAPPROVAL

OF WASTEWATER BUREAU

2"

7"

25"

23"

2"

3/4 "

DOVETAIL GROOVE

MACHINED SURFACES

TYPICAL MANHOLE COVER

SANITARY

OUTSIDE

INSIDE

COMPLETED

JOINT

WITH

SQUEEZE

OUT

PRE-PRIMEDPLASTIC

JOINT

FILLER

WRAPPER

(REMOVED)

22 3/4 "

20 5/8 "

24 1/2 "

36"

FRAME - TYPE I

FRAME - TYPE II

FRAME - TYPE III

N.T.S.

N.T.S.

N.T.S.

JOINT DETAILS

N.T.S.

N.T.S.

1’ - 8"

1’ - 9 1/2 "

2’ - 1"

4- 1/2 "

1-

3/4 "

1’ - 8 3/4 "

2’ - 6"

3"

MANHOLE FRAME & COVER:

(U.S.F. 420G-ORS) OR

APPROVED EQUAL

& O-RING GASKET

CIT

Y

O F O RL

AN

DO

FL O RID

A

MANHOLE WALL

CONCAVE APRON

STRAIGHT THROUGH RIGHT ANGLE

JUNCTIONS

MANHOLE WALL

NOTES:

2. DEPTH OF ALL CHANNELS TO BE 80% OF

PIPE DIAMETER.

3. FINISH OF ALL CHANNELS TO ALLOW

SMOOTH FLOW.

4. CONCRETE BENCH SHALLBE POURED BEFORE

SHUTTING DOWN DEWATERING OPERATIONS

TO PREVENT FLOTATION.

5. BRICK MAY BE USED TO BUILD UP

CONCRETE BENCH.

1. MAINTAIN DESIGN SLOPE ACROSS

MANHOLE UNLESS OTHERWISE INDICATED.

N.T.S.

FLOW CHANNEL DETAIL - SANITARY SEWERS

N.T.S.

BACKFILL

(95% PROCTOR STANDARD)

FINISHED GRADE AT R/W LINE

4" D.I.

4" TO 12" MAX. FILL

MATERIAL BETWEEN LATERAL

AND TRENCH WALL.

BANANA BEND OR

SWEEP SECTION (4"D.I.)

PIPE ZONE 6"

MIN. ABOVE ELBOW

CLASS I MAT. BEDDING

SHALL BE 95% PROCTOR

PIPE ZONE PER

ASTM D 2321

CLASS I, II, III

40"

1’-

0"

3’

TO 4’

10" DIA.

SEE ARTICLE 27, "SANITARY SEWER-GRAVITY"

OF CITY OF ORLANDO, ENGINEERING

STANDARD MANUAL.

NOTE:

TALL RISER CONNECTION

(FOR DEPTH TO INVERT OF 10 FT. OF GREATER)

NOTE:

CLEANOUT LOCATIONAS INDICATED IN

SERVICE CONNECTION DETAIL

TEE FITTING FOR D.I. SEWER

(10"x10"x4"D.I.)

N.T.S.

SEWER MAIN

CLEANOUT

CURB

5’

S/W

USE BENDS AS NEEDED

PVC

CLEANOUT

PLAN VIEW

PROPERTY

LINE

PROFILE

PAVEMENT

12"

MIN.

5’

MAX.

INSPECTED BY INSPECTED BY

BUILDING

DEPARTMENT

BL

DG.

FINISHED GRADE

SLOPE 1.0 % +

/-

3’-

0"

+/-

5’

S/W

BL

DG.

SEWER MAINPROPERTY

LINE

INSTALLATION OF LATERAL CONNECTIONS

CLEANOUTCAP

GENERAL NOTES:

6. LATERAL CONNECTION OF LIKE MATERIALS SHALL UTILIZE REDUCERS AND/OR TRANSITION PIECES, ETC.

7. FIELD SOLVENT JOINTS ARE ACCEPTABLE.

9. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM THE SANITARY

SYSTEM AT THE TIME OF INSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO

ACCEPTANCE BY THE CITY.

2. STREETSIDE CLEANOUT SHALL BE FORMED BY INSTALLING A TEE AND A BEND.

3. BUILDING-SIDE CLEANOUT SHALL BE INSTALLED WITHIN 5 FEET OF THE BUILDING.

TWO-WAY CLEANOUTS ARE ACCEPTABLE. NO WYE CONNECTIONS WILL BE ALLOWED.

N.T.S.

"FERNCO" COUPLING

OR EQUAL

11. USE 4" OR 6" PVC (SDR35) PIPE FOR LATERALS AS NOTED ON DRAWINGS AND IN SPECIFICATIONS.

4. THE PIPE SECTION BETWEEN THE STREETSIDE CLEANOUT AND THE BUILDING CLEANOUT SHALL BE INSTALLED

WITH AS FEW BENDS AS POSSIBLE. 90^ BENDS IN THIS SECTION SHALL NOT BE ALLOWED. ALL BENDS,

REGARDLESS OF THE ANGLE, SHALL HAVE A CLEANOUT.

5. LATERAL CONNECTIONS OF DISSIMILAR MATERIALS SHALL BE CONNECTED UTILIZING TRANSITION ADAPTERS.

TRANSITION GASKETS AND/OR FERNCO ADAPTERS ARE ACCEPTABLE.

8. CLEANOUT CAPS LOCATED IN DRIVEWAYS AND OTHER PAVED AREAS SHALL BE CAST-IN-PLACE RINGS WITH

METAL COVERS STAMPED WITH THE WORD "SEWER", ALL OTHERS SHALL BE PVC WITH AN INVERTED HEX-NUT.

4" OR 6" SERVICE

LATERAL

ENGINEERING

DEPARTMENT

1. LATERAL INSTALLATION SHALL BEGIN AT A CITY SEWER CONNECTION POINT AND SHALL BE CONSTRUCTED

BACK TO THE BUILDING AT A SLOPE SUFFICIENT TO YIELD A FLOW VELOCITY OF 2 FEET PER SECOND.

10. REFERENCE ARTICLE 27 "GRAVITY SANITARY SEWERS" OF THE ENGINEERING STANDARDS MANUAL FOR

SPECIFIC CODE REQUIREMENTS.

N.T.S.

PIPE

KORBAND (OR EQUAL)

TYPICAL MANHOLE CONNECTION

FLEXIBLE CONNECTOR

MANHOLE STRUCTURE

PIPE CLAMP

TEE

BUREAU OF WASTEWATER PREAPPROVAL NEEDED

MANHOLE COVER & FRAME SHALL BE PAMREX 24"

COVER & FRAMES SHALL BE MANUFACTURED

FROM DUCTILE IRON IN ACCORDANCE WITH ISO 1083

COVER SHALL BE HINGED & INCORPORATE

A 90 DEGREE BLOCKING SYSTEM TO PREVENT

ACCIDENTAL CLOSURE. COVERS SHALL BE ONE MAN

OPERABLE USING STANDARD TOOLS & SHALL BE

CAPABLE OF WITHSTANDING A TEST LOAD OF 120,000 LBS.

FRAMES SHALL BE CIRCULAR WITH A 24" CLEAR OPENING

& SHALL INCORPORATE A 360^ MECHANICALLY

ATTACHED ELASTOMER SEATING GASKET FOR

INFILTRATION CONTROL & TRAFFIC SHOCK.

THE HINGE BOX SHALL INCLUDE A SELF-CLEANING

DUAL WIPER INFILTRATION PLUG. THE FRAME DEPTH

SHALL NOT EXCEED 4 INCHES. THE FLANGE SHALL

INCORPORATE BEDDING SLOTS, BOLT HOLES & LIFTING EYES.

ALL COMPONENTS SHALL BE BLACK COATED.

FRAME WEIGHT: 73 LBS

COVER WEIGHT: 122 LBS

TOTAL WEIGHT: 195 LBS

PAMREX IS AVAILABLE FROM PORTER ASSOCIATES, INC

PHONE: (352) 589-5988

fax: (352) 589-5525

E

Y

E

E24

1N

C

EI

A

SM

D

A

R

TN

I

F

NRA

NA

D00

4

MPA

R

RE

AOES02H

L

W G

IDN

X

Passage Dia 24"

Outside Dia 33,46"

3.9

4"

24" MANHOLE COVER

N.T.S.

CITY COVERPRIVATE COVER

PR I V A T

E

S

EW E

R

OR APPROVED EQUAL.

OR 9" OF CRUSHED ROCK

10" MIN (GREATER THAN 10’ DEPTH)

8" MIN (0-10’ DEPTH)

PRECAST CONCRETE MANHOLE

#4 BARS 9" O.C. EACH WAY

OR JOINT SAME AS DETAIL FOR RISER SECTION

" DEWITT NO. 10 OR APPROVED EQUAL

BELL RING. FORM SEAL WITH COAL TAR MASTIC

GROOVE TO BE FORMED WITH AN ACCURATE

CONCRETE FILL BENCHING

SEE JOINT DETAIL (TYP.)

BITUMASTIC COATING PER SECTION 27.05(E)

4 COURSES (MAX.)

2 COURSES OF BRICK (MIN.)

FRAMES BEDDED IN MORTAR

MANHOLE FRAME & COVER (U.S.F. 420G-ORS)

& AT ELEVATIONS IN UNPAVED AREAS

SET COVERS FLUSH IN PAVED AREAS

COMPACTED SUBGRADE

TROWEL-FINISH

MIN. 9" COMPACTED

CRUSHED STONE

(FDOT #57)

4" MIN.

1

0.8 DIA.

3" CL

N.T.S.

4’ OR 5’ DIA

DIA.

8" MIN.

TYPICAL

WRAPID SEAL

6" WIDE

12

MIN.

6"

RECOMMENDATIONS.

ACCORDANCE WITH MANUFACTURER’S

7) RAPID SEAL MUST BE USED IN

AND ROUND MANHOLE STRUCTURES.

ON ALL JOINTS ON ROUND AIR RELEASE

JOINTS, CASTINGS AND RISER RINGS:

6) RAPID SEAL MUST BE USED ON ALL

ALL FRAME TYPES.

5) MANHOLE COVERS TYPICAL FOR

ON ALL STORM MANHOLES.

4) SUBSTITUTE "STORM" FOR "SANITARY"

OF CITY OF ORLANDO WASTEWATER

GENERAL NOTES:

SHALL BE PER ARTICLE 27.3) MANHOLES GREATER THAN 5’ DIA.

W/ APPROVAL BY ENVIRON. SVC. DEPT.

2) FLAT SLAB MANHOLE TOP MAY BE USED

1) SEE ARTICLE 27 "SAN. SEWER GRAVITY"

3’0" MAX.

1’6" MIN.

24"

4"

SPECS.

TYPICAL MANHOLE PLAN

SLOP

E

48" DIA SHALLOW PRECAST CONCRETE MANHOLE

SLOP

E

PLUG

CONCRETE BASE

N.T.S.

MANHOLE MAY BE USED

FOR FLOW THROUGH

HALF-PIPE CHANNEL

FUTURE USE

STUB OUT FOR

BENCHING

CONCRETE

(TYPICAL)

PIPE PIECES

BELL-END

SLOPE

N.T.S.

SLOPE

2" TYPICAL

STRUCTURE

CONCRETERECTANGULARROUND OR

END OF CHANNEL

MANHOLE

FOR TERMINAL

0.8 DIA.

FILL BENCHING

CONCRETE

EXTERIOR AND

INTERIOR COATING

PER SPEC.

2’ -

5"

MIN.

4’ OR 5’ DIA

12

1

DIA.

24"

4"

TYPE I - HEAVY DUTY

MANHOLE FRAME AND COVER PRECAST CONCRETE GRADE

RINGS OR BRICK COLLAR

AS REQUIRED FOR GRADE

ADJUSTMENT (2" MIN. - 12"

MAX. HEIGHT)

RAPID SEAL

JOINT SEALER

SEE DETAIL

PRECAST MONOLITHIC

BASE SECTION

FLEXIBLE PIPE CONNECTOR

TYPICAL

MIN.8"

4" MIN.8" MIN.

MIN.

6"

12. LATERAL LOCATION NO MORE THAN 5’ FROM PROPERTY LINE NOT IN DRIVEWAY OR APRON.

PRE-APPROVAL BY CITY ENGINEER ONLY.

TO BE ONLY USED AS DIRECTED BY WASTEWATER DESIGN STAFF

PRIVATE

CIT

Y

O F O RL

AN

DO

FL O RID

A

NOT FOR USE IN ASPHALT PAVEMENT AREA. MANHOLE RING ANDCOVER IN THE ROADWAY SURFACE SHALL BE U.S. FOUNDRY 420JTOR APPROVED EQUAL.

15SANITARY SEWER STRUCTURESENGINEERING STANDARDS MANUAL

City of Orlando Wastewater Division

Reclaimed Water System Design and Construction Specifications

Index of Sheets

Sheet No. Title /Description

RGN-1 Reclaimed – General Notes RGN-2 Reclaimed – General Notes (Cont’d) RGN-3 Reclaimed – General Notes (Cont’d) RGN-4 Reclaimed – General Notes (Cont’d) RGN-5 Reclaimed – General Notes (Cont’d) R-01 Sign Post Installation R-02 Typical Residential Utility Layout – Single Service Connections R-03 Residential Service Connections R-04 Commercial Above Ground 2” Reclaim Water Meter Installation Detail R-05 Commercial Service Connection – Above Grade – 3” And Larger R-05A Commercial Service Connection – Above Grade – 2” Or Smaller R-06 General Slab Design & Bollards R-07 Pipe Supports R-08 Pressure Gage Installation R-09 Trenching with Type A Bedding R-10 Trenching with Type B Bedding R-1 1 Trenching in Paved Areas R-12 Concrete Pipe Encasement R-13 Casing Pipe Spacers R-14 Casing Pipe R-15 Horizontal Separation Requirements (F.A.C. Rule 62-555.314) R-16 Vertical Separation Requirements R-17 Crossings or Obstructions R-18 Utility Conflicts R-19 Air Release Valve Installation – Above Grade R-20 Combination Air and Vacuum Release Valve – Below Grade R-21 Buried Valve Box Setting R-22 Valve Box Collar R-23 Detector Ball Location Detail R-24 Pipe Identification R-25 Pipe Warning Tape R-26 Restrained Ductile Iron Joints R-27 3” - 24” Standard Tapping Assembly R-28 Dead End Blow-Off Valve Installation R-29 Temporary Blow-Off Installation R-30A Silt Fence R-30B Curb and Gutter Sediment Barrier R-30C Silt Fence Drop Inlet Sediment Barrier R-30D Curb Inlet Sediment Barrier R-30E Attaching Two Silt Fences / Proper Placement of Straw Bale Barrier in Drainage Way R-30F Straw Bale Barrier R-30G Drop Inlet Sediment Barriers R-30H Filter Fabric Drop Inlet Sediment Filter R-NEW Non-Commercial Reclaim Water Meter Installation Detail for 2”

COMMERCIAL ABOVE GROUNDRECLAIM WATER METER

INSTALLATION DETAIL FOR 2"

Fig 264: Loads (lbs) * Weight (lbs) * Dimensions (in)

Pipe Size

2.533.5456810121416182024303236

9.2

40.2

249.0181.0170.0137.0104.870.853.2

29.025.220.217.716.715.09.4

9.05.0

38.0

229.0161.1150.0110.085.051.042.0

21.617.812.810.38.37.65.2

4.82.5

3

4

6

AComplete Saddle Only

WeightD

1.5

2.5

3

4

3.5

BE

Min MaxWidth C

4.625

6.75

8.75

3.625

33.75

10.9375

24.522.521.312517.937515.37513.87512.375

9.93758.56.8755.58.8754.254

3.5

16.2517.7519.52123.752728.2530.25

9.258.58.25

1010.511.7513.515

8

20.7522.252425.528.2531.532.7534.75

1413.513.25

14.7515.2516.518.2519.75

13

* The special cast iron reducer may be furnished with a hexed shaped smaller end.

CONSULT MANUFACTURER FOR RESTRAINED LENGTHS FOR PVC PIPE.