STANDARD ENGINEERING DETAILS
Part 1 – Paving & Drainage
Index to Sheets
SHEET TITLE
Supplementary Details for Manholes and Inlets
Driveways: Residential and Commercial Approaches
Typical Roadway Sections
Pavement and Milling – Street Restoration
Curb Ramp Notes and Details
Curb Ramp Details A
Curb Ramp Details B
Curb Ramp Details C
Curb Ramp Details D
Dumpster/Compactor Pad Details
ENGINEERING BUREAU • PUBLIC WORKS DEPARTMENT
No.
1
2
3
4
5
5A
5B
5C
5D
6
CITY HALL • P.O. BOX 4990 • 400 SOUTH ORANGE AVENUE • ORLANDO, FLORIDA 32802-4990
PHONE 407-246-3267 • FAX 407-246-2892
NOTES (TOPS, FRAMES, AND COVER)
1. All steel bars shall have 1 1/4 " minimum cover unless
otherwise shown and shall be hooked where indicated.
Washer Welded To Smooth Bar
Or Nut & Washer On Threaded
2. Manhole top Type 7 slabs shall be of Class II concrete.
Jam Nut Or Spot Weld With Single Nut & Washer For Standard Structures;
Concrete as specified in ASTM C-478 may be used for
precast units;
Structures
Manhole top Type 7 slabs may be of cast-in-place or
precast construction.
The optional key is for precast tops
and in lieu of dowels.
Frame and slab openings are to
be omitted when top is used over a junction box.
"
7
n.
i
M
3"
Frames
12"
Manhole top Type 8 may be of cast-in-place or precast
concrete construction.
For concrete construction, the
Approved Alternate
Other types of ladder bars appearing on
(Plain Bars, Nuts &
the Florida Departments of Transportation
Washers Hot Galvanized
List" may be used.
"Qualified Products
For Alt. G Structure)
be in accordance
Installation shall
manufacturers
with the ladder bar
recommendations.
"
-4
’
1
concrete and steel reinforcement shall be the same as
the supporting wall unit.
Note: Ladder bars are required only
when called for in the plans.
1" Dia. Plain Bars Or
can be adjusted with from one to six courses of brick.
4.
Nut & Washer For Alternate G
see General Note No. 2.
1" Dia. Plain Bars
An eccentric cone may be used.
Or Approved Alternate
4"
3.
Bar For Standard Structures;
Jam Nut With Single Nut & Washer For Alternate G Structures
5. Manhole tops shall be secured to structures by optional
construction joints as shown on Sheet 3 of 6.
Ladder Shall Extend
From 2’ Above Floor Up
7"
24"
2"
Half Wall Thickness
PICTORIAL VIEW
Min.
OPTIONAL BAR TYPES
LADDER BARS
FOR STRUCTURES OVER 10’ IN DEPTH
REX
M
PA
REX
M
PA
D 400
D 400
EN124
R
TO
E
RMSEW DIN
I
N
OA
G
M
TO
E
RMSEW
S
R
EN124
S
A
D
E
FR
ANCE
H20
NG
LO
ADI
H20
VARIES
L
OVERLAP
NOT FOR USE IN ASPHALT PAVEMENT AREA
VARI
ES
DEDICATED PUBLIC R.O.W.:
VARI
ES
MANHOLE FRAME & COVER FOR USE IN
PRIVATE PROPERTY:
VARI
ES
N.T.S.
MANHOLE FRAME & COVER FOR USE IN
#5 SLAG
1’-0"
XG700 MIRAFI
FILTER FABRIC
MANHOLE COVERS
CMP
(PERF.)
SPECIFICATIONS
VARI
ES
1. PAMREX or similar approved Manhole Cover and Frame
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.
EXFILTRATION TRENCH SECTION
N.T.S.
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.
F
RLA ND
O
O,
F
OR
L
"T
L"
IDA
C IT
Y
O
8. Manhole cover and frame for use in asphalt paved roadways shall be US Foundry 420JT or 120JT.
H
E
FILENAME:
CATEGORY:
C
SCALE:
2/25/2009
DRAWN BY:
GAP/EL
IF
T
IT
Y B EAU
DRAIN
DRAINAGE.DGN
DATE:
U
CE
AN
FR
N.T.S.
APPROVED BY:
RMH
ENGINEERING STANDARDS MANUAL
DEPARTMENT OF PUBLIC WORKS
PROJECT / CONSTRUCTION
MANAGEMENT BUREAU
CITY OF
ORLANDO, FLORIDA
TITLE:
SUPPLEMENTARY DETAILS FOR
MANHOLES AND INLETS
SHEET
1
SOD PER APPROVED PLAN
6"
2’
24’
TYPE "F" CURB & GUTTER
2’
6"
C
/FT.
02’
0.
MINIMUM 8" COMPACTED BASE
MINIMUM 12" COMPACTED SUB-BASE
FINAL LAYER THICKNESSES TO BE DETERMINED BY THE ENGINEERS PAVEMENT DESIGN CALCULATIONS.
TYPICAL ROADWAY SECTION
OF CONST.
N.T.S.
R/W
LI
MI
TS
5’
2’
26’
13’-3"
26’
5’
2’2’
22’
2’-3"
/FT.
03’
0.
/FT.
02’
0.
2’-3"
6"
6"
0.
02’
/FT.
11’-9"
2’
0.
03’
/FT.
/FT.
02’
0.
0.
02’
/FT.
SOD
SEED
SEED
6"
2’ LEVEL SOD
6"
2’ LEVEL SOD
6"
6"
4" CONC. S/W
2’ LEVEL SOD
4" CONC. S/W
2’ LEVEL SOD
MINIMUM 12" COMPACTED SUBGRADE
MINIMUM 12" COMPACTED SUBGRADE
STABILIZED SUBGRADE LBR 40, TYP.
TYPE "F" CURB & GUTTER
STABILIZED SUBGRADE LBR 40, TYP.
TYPE "E" CURB & GUTTER
RLA ND
O
O,
L"
"T
N.T.S.
IDA
C IT
Y
TYPICAL DIVIDED ROADWAY SECTION
F
OR
L
F
O
FINAL LAYER THICKNESSES TO BE DETERMINED BY THE ENGINEERS PAVEMENT DESIGN CALCULATIONS.
H
ROADWAY.DGN
E
FILENAME:
CATEGORY:
C
6/3/2009
DRAWN BY:
EL/DG
IF
T
IT
Y B EAU
ROADWAY
SCALE:
DATE:
U
R/W
13’-3"
2’2’
LI
MI
TS
11’-9"
OF CONST.
120’ WIDE R/W
STANDARD CLEARING & GRUBBING
N.T.S.
APPROVED BY:
RMH
ENGINEERING STANDARDS MANUAL
DEPARTMENT OF PUBLIC WORKS
PROJECT / CONSTRUCTION
MANAGEMENT BUREAU
CITY OF
ORLANDO, FLORIDA
TITLE:
TYPICAL ROADWAY SECTIONS
SHEET
3
CONTAINMENT WALL (COMPACTOR PAD ONLY)
FENCE SHALL BE CHAIN LINK WITH
RIBBON SLEEVE OR WOODED PRIVACY.
PAD TO BE PLACED AT GROUND
GATES SHALL BE LOCKABLE WITH
ANGLE OF PAD WITH DRIVING LANE
100^ - 120^ SWING. TO BE PLACED
SHALL ALLOW FOR A STRAIGHT-LINE
OUTSIDE OF THE PAD.
MANEUVERING DISTANCE OF 50 FT.
LEVEL, NOT ELEVATED
6’
-0"
GATE REQUIRES POSITIVE STOP TO HOLD
GATE OPEN AND CLOSED
ANGLE OF PAD WITH DRIVING LANE
SHALL ALLOW FOR A STRAIGHT-LINE
MANEUVERING DISTANCE OF 50 FT.
12
’
I
N
L
T
E
E
A
R
R
I
O
A
N
R
C
E
8"
25
’C
LE
AR
6’
-0"
C
I
NS
I
DE
EXPANSION
JOINT
6’
-0
"
EXPANSION JOINT
"
-0
6’
R
EA
OM
CL
FR
"
0
L
H
0’
AL
1
PT
DE O W DS
R
DE E T LA
I
NS AT BOL
I
G
OR
(OPTIONAL)
BOLLARDS
AREA
8"
ASPHALT
OR
CONCRETE
COMPACTOR PAD
IF USED, BOLLARDS TO
BE PLACED ON FOUR
FOOT CENTERS ACROSS
BACK OF ENCLOSURE
N.T.S.
CONTAINMENT WALL DETAIL
N.T.S.
M
MU
NI
NG
MI
’
RI
50
VE
U
NE
MA
50
’M
I
MA
NI
MU
NE
M
UV
ER
I
NG
8"
SECTION
VENT STACK
AREA PITCHED AWAY
3’-0" CLEARANCE
FROM DRAIN
BETWEEN
3000 PSI CONCRETE
" REBAR - 12" OC EW
(OR 6" x 6" - 10 x 10 WIREMESH)
AREA PITCHED
(I
NTERI
OR
CLEARANCE)
6"
12’
-0" MI
N (SI
NGLE)
N.T.S.
24’
-0" MI
N (DOUBLE)
COMPACTOR AND FENCE
HEAVY DUTY SCREENED DRAIN
W/ SEDIMENT BUCKET
DUMPSTER PAD
TOWARD DRAIN
(COMPACTOR ONLY)
HEAVY DUTY
SCREENED DRAIN
W/ SEDIMENT BUCKET
(COMPACTOR ONLY)
PLACED TO ONE SIDE AND
PAD SLOPED APPROPRIATELY
OIL/SAND SEPARATOR
4" SCHEDULE 40 PVC
TO PERMIT DRAIN TO BE
P-TRAP
CLEARED W/O REMOVING
PAD SECTION W/ SANITARY SEWER CONNECTION
VENT LINE
THE UNIT WHEN DRAIN
& TRENCH
BECOMES BLOCKED
DRAIN
F
RLA ND
O
O,
F
OR
L
"T
L"
IDA
C IT
Y
O
N.T.S.
E
U
H
C
SHEET
6
IF
T
IT
Y B EAU
DEPARTMENT OF PUBLIC WORKS
PROJECT / CONSTRUCTION
MANAGEMENT BUREAU
6’-0"
NOTE: SANITARY SEWER CONNECTION NOT ALLOWED FOR
DUMPSTER APPLICATION
CITY OF
ORLANDO, FLORIDA
TITLE:
DUMPSTER AND COMPACTOR
PAD DETAILS
25’-0"
CLEAR INSIDE
FILENAME:
CATEGORY:
DUMPSTER.DGN
ENGINEERING STANDARDS MANUAL
DATE:
12/19/2008
DRAWN BY:
EL/WAS/DSG
COMPACTOR PAD PLAN
GENERAL
N.T.S.
SCALE:
NONE
APPROVED BY:
RMH
STANDARD ENGINEERING DETAILS
Part 2 - Wastewater
Index to Sheets
SHEET TITLE
Lift Station Civil
Lift Station Antenna Mast
Lift Station Electrical
Lift Station Electrical
Lift Station Electrical
Electrical Ground
Electrical Ground
Electrical Ground
Sanitary Sewer Structures
Sanitary Sewer Structures
Sanitary Sewer Structures
No.
7
8
9
10
11
12
13
14
15
16
17
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
GENERAL NOTES:
AS REQUIRED FOR GRADE
3) MANHOLES GREATER THAN 5’ DIA.
SHALL BE PER ARTICLE 27.
MAX. HEIGHT)
JOINT SEALER
SEE DETAIL
24"
ON ALL JOINTS ON ROUND AIR RELEASE
AND ROUND MANHOLE STRUCTURES.
7) RAPID SEAL MUST BE USED IN
ACCORDANCE WITH MANUFACTURER’S
FRAMES BEDDED IN MORTAR
INTERIOR COATING
0.8 DIA.
1
MAX.
DI
A.
CLEANOUT
CLEANOUT
CAP
FINISHED GRADE
PAVEMENT
3’
-0" +/-
CLEANOUT
MIN. 9" COMPACTED
8" MIN.
4" MIN.
5’
CURB
RIGHT ANGLE
STRAIGHT THROUGH
BASE SECTION
6"
MIN.
FILL BENCHING
CRUSHED STONE
24"
DEPARTMENT
LINE
S/W
4"
1’6" MIN.
BUILDING
PROPERTY
5’
CONCAVE APRON
PRECAST MONOLITHIC
12
CONCRETE
3’0" MAX.
INSPECTED BY
ENGINEERING
DEPARTMENT
8" MIN.
FLEXIBLE PIPE CONNECTOR
RECOMMENDATIONS.
4 COURSES (MAX.)
INSPECTED BY
4’ OR 5’ DIA
PER SPEC.
2 COURSES OF BRICK (MIN.)
PLAN VIEW
RAPID SEAL
TYPICAL
EXTERIOR AND
BLDG.
JOINTS, CASTINGS AND RISER RINGS:
USE BENDS AS NEEDED
MANHOLE WALL
(FDOT #57)
M IN.
6) RAPID SEAL MUST BE USED ON ALL
12"
2’ - 5" M IN.
ALL FRAME TYPES.
OR APPROVED EQUAL.
MANHOLE WALL
4"
ON ALL STORM MANHOLES.
5) MANHOLE COVERS TYPICAL FOR
MANHOLE FRAME & COVER (U.S.F. 420G-ORS)
4" OR 6" SERVICE
LATERAL
ADJUSTMENT (2" MIN. - 12"
4) SUBSTITUTE "STORM" FOR "SANITARY"
SET COVERS FLUSH IN PAVED AREAS
BLDG.
RINGS OR BRICK COLLAR
2) FLAT SLAB MANHOLE TOP MAY BE USED
W/ APPROVAL BY ENVIRON. SVC. DEPT.
& AT ELEVATIONS IN UNPAVED AREAS
LINE
S/W
PRECAST CONCRETE GRADE
MANHOLE FRAME AND COVER
PROPERTY
5’
SEWER MAIN
TYPE I - HEAVY DUTY
1) SEE ARTICLE 27 "SAN. SEWER GRAVITY"
OF CITY OF ORLANDO WASTEWATER
SPECS.
+/0 %
.
1
PE
SLO
"FERNCO" COUPLING
TEE
OR EQUAL
SEWER MAIN
48" DIA SHALLOW PRECAST CONCRETE MANHOLE
PVC
4’ OR 5’ DIA
BITUMASTIC COATING PER SECTION 27.05(E)
N.T.S.
PROFILE
BELL-END
SEE JOINT DETAIL (TYP.)
END OF CHANNEL
FOR TERMINAL
PIPE PIECES
6" WIDE
(TYPICAL)
HALF-PIPE CHANNEL
FOR FLOW THROUGH
MANHOLE MAY BE USED
8" MIN (0-10’ DEPTH)
INSTALLATION OF LATERAL CONNECTIONS
GENERAL NOTES:
MANHOLE
N.T.S.
1. LATERAL INSTALLATION SHALL BEGIN AT A CITY SEWER CONNECTION POINT AND SHALL BE CONSTRUCTED
JUNCTIONS
BACK TO THE BUILDING AT A SLOPE SUFFICIENT TO YIELD A FLOW VELOCITY OF 2 FEET PER SECOND.
10" MIN (GREATER THAN 10’ DEPTH)
N.T.S.
TROWEL-FINISH
2. STREETSIDE CLEANOUT SHALL BE FORMED BY INSTALLING A TEE AND A BEND.
CONCRETE
WRAPID SEAL
TYPICAL
TWO-WAY CLEANOUTS ARE ACCEPTABLE. NO WYE CONNECTIONS WILL BE ALLOWED.
BENCHING
FLOW CHANNEL DETAIL - SANITARY SEWERS
3. BUILDING-SIDE CLEANOUT SHALL BE INSTALLED WITHIN 5 FEET OF THE BUILDING.
CONCRETE FILL BENCHING
STUB OUT FOR
12
N.T.S.
FUTURE USE
S
L
O
P
E
D
A.
1
I
GROOVE TO BE FORMED WITH AN ACCURATE
4. THE PIPE SECTION BETWEEN THE STREETSIDE CLEANOUT AND THE BUILDING CLEANOUT SHALL BE INSTALLED
E
P
O
L
S
WITH AS FEW BENDS AS POSSIBLE.
6"
MIN.
BELL RING. FORM SEAL WITH COAL TAR MASTIC
S
L
O
P
E
E
P
O
L
S
PLUG
6. LATERAL CONNECTION OF LIKE MATERIALS SHALL UTILIZE REDUCERS AND/OR TRANSITION PIECES, ETC.
2. DEPTH OF ALL CHANNELS TO BE 80% OF
2" TYPICAL
8" MIN.
9" O.C. EACH WAY
TRANSITION GASKETS AND/OR FERNCO ADAPTERS ARE ACCEPTABLE.
MANHOLE UNLESS OTHERWISE INDICATED.
3" CL
4" MIN.
#4 BARS
5. LATERAL CONNECTIONS OF DISSIMILAR MATERIALS SHALL BE CONNECTED UTILIZING TRANSITION ADAPTERS.
1. MAINTAIN DESIGN SLOPE ACROSS
" DEWITT NO. 10 OR APPROVED EQUAL
OR JOINT SAME AS DETAIL FOR RISER SECTION
90^ BENDS IN THIS SECTION SHALL NOT BE ALLOWED. ALL BENDS,
REGARDLESS OF THE ANGLE, SHALL HAVE A CLEANOUT.
NOTES:
0.8 DIA.
7. FIELD SOLVENT JOINTS ARE ACCEPTABLE.
PIPE DIAMETER.
CONCRETE BASE
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.
3. FINISH OF ALL CHANNELS TO ALLOW
PRE-APPROVAL BY CITY ENGINEER ONLY.
SMOOTH FLOW.
COMPACTED SUBGRADE
OR 9" OF CRUSHED ROCK
ROUND OR
RECTANGULAR
CONCRETE
STRUCTURE
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.
4. CONCRETE BENCH SHALLBE POURED BEFORE
SHUTTING DOWN DEWATERING OPERATIONS
TO PREVENT FLOTATION.
PRECAST CONCRETE MANHOLE
N.T.S.
10. REFERENCE ARTICLE 27 "GRAVITY SANITARY SEWERS" OF THE ENGINEERING STANDARDS MANUAL FOR
SPECIFIC CODE REQUIREMENTS.
TYPICAL MANHOLE PLAN
5. BRICK MAY BE USED TO BUILD UP
N.T.S.
11. USE 4" OR 6" PVC (SDR35) PIPE FOR LATERALS AS NOTED ON DRAWINGS AND IN SPECIFICATIONS.
CONCRETE BENCH.
12. LATERAL LOCATION NO MORE THAN 5’ FROM PROPERTY LINE NOT IN DRIVEWAY OR APRON.
PRECAST CONCRETE GRADE RINGS OR
BRICK COLLAR AS REQUIRED FOR
TYPE II - HEAVY DUTY
GRADE ADJUSTMENT (2" MIN. - 12" MAX.
MANHOLE FRAME AND COVER
HEIGHT)
MANHOLE STRUCTURE
P
V A T
R I
E
KORBAND (OR EQUAL)
TOP SLAB
8"
PLASTIC
D 400
EN124
2’ - 0"
FINISHED GRADE AT R/W LINE
PRE-PRIMED
JOINT
PIPE
FILLER
NOTE:
SEE ARTICLE 27, "SANITARY SEWER-GRAVITY"
INSIDE
WRAPPER
OF CITY OF ORLANDO, ENGINEERING
(REMOVED)
A
D
E
I
N
STANDARD MANUAL.
R
E
G
M
S
DIA. AS NOTED
A
N
3’ TO 4’
MREX
PA
PRECAST FLAT
ITA
W N
RY SE ADI
O
S
R
E
L
FR
ANCE H20
W
COMPLETED
E
JOINT
OUTSIDE
WITH
SQUEEZE
BACKFILL
PIPE CLAMP
OUT
(95% PROCTOR STANDARD)
PRIVATE COVER
CITY COVER
4" D.I.
FLEXIBLE CONNECTOR
JOINT DETAILS
3.
94"
PIPE ZONE 6"
TYPE B - FLAT TOP SLAB
N.T.S.
N.T.S.
MIN. ABOVE ELBOW
TYPICAL MANHOLE CONNECTION
Passage Dia 24"
4" TO 12" MAX. FILL
MATERIAL BETWEEN LATERAL
N.T.S.
AND TRENCH WALL.
Outside Dia 33,46"
BUILT ONLY WITH PREAPPROVAL
OF WASTEWATER BUREAU
24" MANHOLE COVER
PIPE ZONE PER
25"
TO BE ONLY USED AS DIRECTED BY WASTEWATER DESIGN STAFF
23"
OF
Y
CI
T
8"
2’ - 6"
COVER SHALL BE HINGED & INCORPORATE
SWEEP SECTION (4"D.I.)
CLASS I, II, III
TEE FITTING FOR D.I. SEWER
PRIVATE
7"
FROM DUCTILE IRON IN ACCORDANCE WITH ISO 1083
BANANA BEND OR
10" DIA.
ASTM D 2321
L
DO
1’ - 8 3/4 "
COVER & FRAMES SHALL BE MANUFACTURED
OR
N
MANHOLE COVER & FRAME SHALL BE PAMREX 24"
20 5/8 "
A
TOP SLAB
2"
PRECAST FLAT
(10"x10"x4"D.I.)
1’
-0"
MANHOLE FRAME AND COVER
3"
N.T.S.
TYPE III - HEAVY DUTY
NOTE:
A 90 DEGREE BLOCKING SYSTEM TO PREVENT
24 1/2 "
ACCIDENTAL CLOSURE. COVERS SHALL BE ONE MAN
F
FRAME - TYPE II
1’ - 9 1/2 "
OPERABLE USING STANDARD TOOLS & SHALL BE
36"
CLEANOUT LOCATIONAS INDICATED IN
A
LO
R ID
40"
ATTACHED ELASTOMER SEATING GASKET FOR
INFILTRATION CONTROL & TRAFFIC SHOCK.
4- 1/2 "
1- 3/4 "
FRAMES SHALL BE CIRCULAR WITH A 24" CLEAR OPENING
& SHALL INCORPORATE A 360^ MECHANICALLY
CLASS I MAT. BEDDING
SHALL BE 95% PROCTOR
FRAME - TYPE I
TALL RISER CONNECTION
N.T.S.
(FOR DEPTH TO INVERT OF 10 FT. OF GREATER)
THE HINGE BOX SHALL INCLUDE A SELF-CLEANING
2"
DUAL WIPER INFILTRATION PLUG. THE FRAME DEPTH
OF
SHALL NOT EXCEED 4 INCHES. THE FLANGE SHALL
BUREAU OF WASTEWATER PREAPPROVAL NEEDED
DO
CI
T
N
SANITARY
FRAME - TYPE III
NOT FOR USE IN ASPHALT PAVEMENT AREA. MANHOLE RING AND
COVER IN THE ROADWAY SURFACE SHALL BE U.S. FOUNDRY 420JT
OR APPROVED EQUAL.
N.T.S.
A
LO
R ID
TYPICAL MANHOLE COVER
PAMREX IS AVAILABLE FROM PORTER ASSOCIATES, INC
& O-RING GASKET
MACHINED SURFACES
MANHOLE FRAME & COVER:
(U.S.F. 420G-ORS) OR
F
RLA ND
O
O,
F
"T
L"
fax: (352) 589-5525
DA
I
C I
TY
APPROVED EQUAL
OR
L
N.T.S.
PHONE: (352) 589-5988
3/4 "
DOVETAIL GROOVE
F
O
2’ - 1"
N.T.S.
L
COVER WEIGHT: 122 LBS
TOTAL WEIGHT: 195 LBS
22 3/4 "
A
1’ - 9 1/2 "
ALL COMPONENTS SHALL BE BLACK COATED.
FRAME WEIGHT: 73 LBS
H
CATEGORY:
DATE:
SCALE:
E
FILENAME:
U
N.T.S.
OR
Y
1’ - 8"
INCORPORATE BEDDING SLOTS, BOLT HOLES & LIFTING EYES.
TYPE C - FLAT TOP SLAB
SERVICE CONNECTION DETAIL
N.T.S.
CAPABLE OF WITHSTANDING A TEST LOAD OF 120,000 LBS.
DIA. AS NOTED
C
I
TY
UT
B EA
F
I
DEPARTMENT OF PUBLIC WORKS
WASTEWATER BUREAU
CITY OF
ORLANDO, FLORIDA
WASTEWATER
9/22/2009
DRAWN BY:
N.T.S.
APPROVED BY:
ENGINEERING STANDARDS MANUAL
TITLE:
SANITARY SEWER STRUCTURES
SHEET
15
City of Orlando Wastewater Division
Reclaimed Water System Design and Construction Specifications
Index of Sheets
Sheet No.
RGN-1
RGN-2
RGN-3
RGN-4
RGN-5
R-01
R-02
R-03
R-04
R-05
R-05A
R-06
R-07
R-08
R-09
R-10
R-11
R-12
R-13
R-14
R-15
R-16
R-17
R-18
R-19
R-20
R-21
R-22
R-23
R-24
R-25
R-26
R-27
R-28
R-29
R-30A
R-30B
R-30C
R-30D
R-30E
R-30F
R-30G
R-30H
R-NEW
Title /Description
Reclaimed – General Notes
Reclaimed – General Notes (Cont’d)
Reclaimed – General Notes (Cont’d)
Reclaimed – General Notes (Cont’d)
Reclaimed – General Notes (Cont’d)
Sign Post Installation
Typical Residential Utility Layout – Single Service Connections
Residential Service Connections
Commercial Above Ground 2” Reclaim Water Meter Installation Detail
Commercial Service Connection – Above Grade – 3” And Larger
Commercial Service Connection – Above Grade – 2” Or Smaller
General Slab Design & Bollards
Pipe Supports
Pressure Gage Installation
Trenching with Type A Bedding
Trenching with Type B Bedding
Trenching in Paved Areas
Concrete Pipe Encasement
Casing Pipe Spacers
Casing Pipe
Horizontal Separation Requirements (F.A.C. Rule 62-555.314)
Vertical Separation Requirements
Crossings or Obstructions
Utility Conflicts
Air Release Valve Installation – Above Grade
Combination Air and Vacuum Release Valve – Below Grade
Buried Valve Box Setting
Valve Box Collar
Detector Ball Location Detail
Pipe Identification
Pipe Warning Tape
Restrained Ductile Iron Joints
3” - 24” Standard Tapping Assembly
Dead End Blow-Off Valve Installation
Temporary Blow-Off Installation
Silt Fence
Curb and Gutter Sediment Barrier
Silt Fence Drop Inlet Sediment Barrier
Curb Inlet Sediment Barrier
Attaching Two Silt Fences / Proper Placement of Straw Bale Barrier in Drainage Way
Straw Bale Barrier
Drop Inlet Sediment Barriers
Filter Fabric Drop Inlet Sediment Filter
Non-Commercial Reclaim Water Meter Installation Detail for 2”
COMMERCIAL ABOVE GROUND
RECLAIM WATER METER
INSTALLATION DETAIL FOR 2"
Fig 264: Loads (lbs) * Weight (lbs) * Dimensions (in)
Weight
Pipe Size
2.5
3
3.5
4
5
6
8
10
12
14
16
18
20
24
30
32
36
E
Complete
Saddle Only
9.0
9.2
9.4
15.0
16.7
17.7
20.2
25.2
29.0
40.2
53.2
70.8
104.8
137.0
170.0
181.0
249.0
4.8
5.0
5.2
7.6
8.3
10.3
12.8
17.8
21.6
38.0
42.0
51.0
85.0
110.0
150.0
161.1
229.0
A
B
D
3.5
3.75
1.5
4
4.25
8.875
5.5
3
2.5
6.875
8.5
9.9375
10.9375
4
3
12.375
13.875
3.5
15.375
17.9375
6
21.3125
4
22.5
24.5
* The special cast iron reducer may be furnished with a hexed shaped smaller end.
2.5
Min
Max
8
8.25
8.5
9.25
10
10.5
11.75
13.5
15
16.25
17.75
19.5
21
23.75
27
28.25
30.25
13
13.25
13.5
14
14.75
15.25
16.5
18.25
19.75
20.75
22.25
24
25.5
28.25
31.5
32.75
34.75
Width C
3
3.625
4.625
6.75
8.75
CONSULT MANUFACTURER FOR RESTRAINED LENGTHS FOR PVC PIPE.