PLUM BOROUGH INDEX · pb-018 roadway design criteria pb-019 type 'm' inlet pb-020 type c precast...
Transcript of PLUM BOROUGH INDEX · pb-018 roadway design criteria pb-019 type 'm' inlet pb-020 type c precast...
PB-000 PLUM BOROUGH STANDARD DETAIL INDEX
PB-001 TYPICAL PAVING DETAIL
PB-002 PARKING LOT PAVING DETAIL
PB-003 ALLEY PAVING DETAIL
PB-004 COLLECTOR DRIVEWAY DETAIL
PB-005 TEMPORARY CUL-DE-SAC DETAIL
PB-006 PERMANENT CUL-DE-SAC DETAIL
PB-007 TYPICAL UTILITY LOCATION SECTION
PB-008 TYPICAL PARKING SPACE PAINT LINE DETAIL
PB-009 TYPICAL ANGLED PARKING SPACE PAINT LINE DETAIL
PB-010 DRIVEWAY SIGHT DISTANCE
PB-011 FORMULA SIGHT DISTANCE TABLES
PB-012 RESIDENTIAL AND MINIMUM USE DRIVEWAY GRADE REQUIREMENTS
PB-013 SIDEWALK DETAILS
PB-014 COMMERCIAL / INDUSTRIAL SITES CONCRETE CURB AND SIDEWALK DETAIL
PB-015 MEDIUM AND DEEP SET CONCRETE CURBS DETAILS
PB-016 PLAIN CEMENT CONCRETE CURB AND GUTTER
PB-017 TYPICAL CORNER CURB RAMP
PB-018 ROADWAY DESIGN CRITERIA
PB-019 TYPE 'M' INLET
PB-020 TYPE C PRECAST CONCRETE CATCH BASIN
PB-021 TYPICAL PLACEMENT OF INLETS
PB-022 TRENCH DRAIN
PB-023 HDPE SLOPED END SECTION DETAIL
PB-024 STANDARD END WALL 15" TO 30" PIPES
PB-025 CONCRETE END WALL FOR LARGER DIA. 36 TO 72 PIPES
PB-026 PIPE TRENCHING AND BEDDING DETAIL
PB-027 RESTORATION OF PIPE TRENCH ALONG OR ACROSS HIGHWAYS WITH CONCRETE BASE
PB-028 TYPICAL DETAIL FOR REPAIR OF PAVED STREET FOR ROADWAY OPENING
PB-029 PRECAST CONCRETE MANHOLE FOR STORM SEWERS 6"-21"
PB-030 PRECAST CONCRETE MANHOLE FOR STORM SEWERS 24"-42"
PB-031 PRECAST CONCRETE MANHOLE (72 INCH DIAMETER)
PB-032 ALTERNATE PRECAST CONCRETE MANHOLE FOR CONCRETE STORM SEWERS 48" AND OVER
PB-033 PRECAST CONCRETE MANHOLE FOR SEWERS 36" - 42"
PB-034 POLYPROPYLENE PLASTIC MANHOLE STEP
PB-035 STORM SEWER MANHOLE COVER AND FRAME
PB-036 REINFORCED CONCRETE WHEEL STOP
PB-037 BOLLARD
PB-038 SURVEY MONUMENT DETAIL
PB-039 ROCK SUMP DETAIL
PB-040 ROCK SUMP STORAGE CHART
PLUM BOROUGHSTANDARD DETAIL
INDEXPLUM BOROUGH
PB-000ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
SY
ME
TR
IC
AL
A
BO
UT
C
EN
TE
RL
IN
E C
RO
WN
12"
1'-1
0"
4"
12"
12'-0"
13'-0"
8" #4 CRUSHED AGGREGATE
CHOKED WITH AASHTO#57 (2A STONE)
4" SUPERPAVE (25mm) BINDER COURSE
CLASS IV TYPE B GEOTEXTILE
WOVEN NYLON
1-1/2" SUPERPAVE (9.5mm) INITIAL WEARING
COURSE
AASHTO#57 (2B STONE) AGGREGATE, NO SLAG
PERMITTED
2% TO GUTTER
6"
MIN.
1-1/2" SUPERPAVE (9.5mm) FINE WEARING
COURSE (FINAL) (SEE NOTES)
NOTES:
- STORM INLETS SHALL BE SET TO FINISH GRADE OF INITIAL WEARING COURSE. PRIOR TO PLACING OF FINAL
WEARING COURSE OF PAVING INLET RISERS FOR GRADE ADJUSTMENT IS REQUIRED.
- FINAL WEARING COURSE SHALL BE PLACED WHEN 80% OF NEW HOME CONSTRUCTION HAS BEEN COMPLETED
OR 5 YEARS HAS PASSED AND AS DIRECTED BY A BOROUGH REPRESENTATIVE.
- ALL DEPTHS SHOWN ARE COMPACTED DEPTHS, ALL MATERIALS SHALL CONFORM TO CURRENT VERSIONS OF
PENNDOT PUBLICATION 408.
- PAVING CONTRACTOR PLACING ASPHALT MUST HAVE CURRENT PENNDOT PREQUALIFICATIONS.
- SUPERPAVE (25mm) BINDER COURSE TO EXTEND TO BACK OF CURB LINE, MECHANICALLY COMPACTED PER
SPECIFICATION.
- 4" REVEAL CURB TO BE CONSTRUCTED OF SUPERPAVE (9.5mm) FINE WEARING COURSE AND HAND ROLLED
COMPACTED PER PENNDOT SPECIFICATIONS.
- ALL SUPERPAVE ASPHALT SHALL BE PG 64-22, 0<0.3 MILLION ESAL's, SRL-L UNLESS OTHERWISE SPECIFIED BY
A BOROUGH REPRESENTATIVE IN WRITING.
COMPACTED SUBGRADE TO
100% OF THE DETERMINED
DRY-MASS DENSITY. PROOF
ROLL WILL BE REQUIRED PRIOR
TO PLACEMENT OF GEOTEXTILE.
SLO
PE
: 1/2" PE
R FT.
TO R
IGH
T OF W
AY
5
1 2
"
4"
CENTER JOINT &
GUTTER LINE ARE
TO BE SEALED
WITH A 4" RIBBON
OF AC20 PER
MANUF. SPEC.
4" PERFORATED ADS N-12 DRAIN PIPE BOTH SIDES
OVERALL ASPHALT
THICKNESS (INCHES)
WEARING
(INCHES)
BASE / BINDER
(INCHES)
STONE BASE
(INCHES)
USE TYPE
LOCAL /
COLLECTOR
INDUSTRIAL
7 3 4 8
9 3 6 12
12'-0" TO ROW
ADDITIONAL 10'
UTILITY EASEMENT
PA DOT CLASS 1 GEOTEXTILE (ON BOTTOM ONLY)
TYPICAL PAVINGDETAILPLUM BOROUGH
Not to Scale PB-001ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
SLOPE AS N
ECESSARY TO ALLOW
STORM WATER R
UNOFF PER S
ITE
DESIGN W
ITHOUT PONDIN
G
CLASS 4 TYPE B
GEOTEXTILE WOVEN NYLON
COMPACTED SUBGRADE TO
100% OF THE DEREMINED
DRY-MASS DENSITY. PROOF
ROLL WILL BE REQUIRED PRIOR
TO PLACEMENT OF GEOTEXTILE
8" MINIMUM CRUSHED AASHTO#57 (2A)
AGGREGATE COMPACTED IN 2, 4" LIFTS
BINDER COURSE 3" (19mm) SUPERPAVE
WEARING COURSE 1.5" (9.5mm)
FINE GRADE SUPERPAVE
NOTES:
- ALL DEPTHS SHOWN ARE COMPACTED DEPTHS, ALL MATERIALS SHALL CONFORM TO CURRENT VERSIONS
OF PENNDOT PUBLICATION 408.
- JOINTS AND GUTTER LINES (IF REQUIRED) ARE TO BE SEALED WITH A 4" RIBBON OF AC20 PER
SPECIFICATION.
- IN COMMERCIAL AND INDUSTRIAL USES, DEPTHS OF MATERIAL SHALL INCREASE AS RECOMMENDED BY
ENGINEERING DESIGN BASED UPON SITE CONDITIONS TO SUPPORT HEAVIER VEHICLES.
PARKING LOT PAVINGDETAIL
Not to Scale
PLUM BOROUGH
PB-002ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
2% TO CENTER
NOTES:
- CARTWAY WIDTH OF 15' SHALL BE FOR ONE-WAY TRAFFIC; 20' FOR TWO-WAY TRAFFIC.
- STORM INLETS SHALL BE PLACED IN THE LOW POINT OF THE INVERTED CROWN WHERE REQUIRED
AND SEALED WITH A 4" RIBBON OF AC20 PER MANUFACTURES SPECIFICATIONS.
BINDER COURSE 3" (19mm)
SUPERPAVE
WEARING COURSE 1.5" (9.5mm)
FINE GRADE SUPERPAVE
2% TO CENTER
VARIES ACCORDING
TO CROSS SLOPE
INVERTED CROWN WITH
CENTER JOINT
20'-0" (TWO WAY)
15'-0" (ONE WAY)
CLASS 4 TYPE B
GEOTEXTILE WOVEN NYLON
COMPACTED SUBGRADE TO
100% OF THE DEREMINED
DRY-MASS DENSITY. PROOF
ROLL WILL BE REQUIRED PRIOR
TO PLACEMENT OF GEOTEXTILE
6" MINIMUM CRUSHED AASHTO#57 (2A)
AGGREGATE COMPACTED IN 2, 3" LIFTS
ALLEY PAVINGDETAIL
Not to Scale
PLUM BOROUGH
PB-003ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
SLOPE AS N
ECESSARY TO ALLOW
STORM WATER R
UNOFF PER S
ITE
DESIGN W
ITHOUT PONDIN
G
CLASS 4 TYPE B
GEOTEXTILE WOVEN NYLON
COMPACTED SUBGRADE TO
100% OF THE DEREMINED
DRY-MASS DENSITY. PROOF
ROLL WILL BE REQUIRED PRIOR
TO PLACEMENT OF GEOTEXTILE
6" MINIMUM CRUSHED AASHTO#57 (2A)
AGGREGATE COMPACTED IN 2, 3" LIFTS
BINDER COURSE 3" (19mm) SUPERPAVE
WEARING COURSE 1.5" (9.5mm)
FINE GRADE SUPERPAVE
NOTES:
- "RESIDENTIAL AND MINIMUM USE DRIVEWAY REQUIREMENTS" SHALL BE MET.
- A CLEAR SIGHT TRIANGLE IS REQUIRED (MAIN TO COLLECTOR)
20'-0"
MINIMUM
R= 15'
MININMUM
COLLECTOR
DRIVEWAY
PRIVATE
DRIVEWAY
MAIN EXISTING
ROADWAY
COLLECTORDRIVEWAY DETAIL
Not to Scale
PLUM BOROUGH
PB-004ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
R
5
3
.
0
'
50.0'
24.0'
RECORDED 50' RIGHT OF WAY
RECORDED 50' RIGHT OF WAY
TOP WEDGE CURB
RECORDED EASEMENT FOR
TURNAROUND
R
5
0
.
0
'
R
4
2
.
0
'
R 53.0'
28.5'
61.5'
50.0'
24.0'
85.3'
R
3
8
.
0
'
RECORDED 50' RIGHT OF WAY
RECORDED 50' RIGHT OF WAY
TOP WEDGE CURB
27'-8"
R
2
5
.
0
'
R
4
2
.
0
'
55.8'
38.0'
CURRENT END OF
RECORDED RIGHT OF WAY
TERMINATE CURB AT END
OF RECORDED RIGHT OF
WAY WITH 2' TRANSITION
RECORDED EASEMENT FOR
TURNAROUND
CURRENT END OF
RECORDED RIGHT OF WAY
TERMINATE CURB AT END
OF RECORDED RIGHT OF
WAY WITH 2' TRANSITION
PROPOSED 50'
RIGHT OF WAY
PROPOSED 50'
RIGHT OF WAY
27'-8"
TEMPORARY EASEMENT
FOR TURNAROUND
9/23/14
6" ASHTO #1 CHOKED W/ 2"
ASHTO #57 PA DOT 2A &
VIBRATORY COMPACTED
NO PARKING OR
STORAGE OF MATERIAL
IS PERMITTED IN
TEMPORARY
TURNAROUND AREA
SIGN (TYP.)
PROPOSED 50'
RIGHT OF WAY
(2) CONCRETE
JERSEY
BARRIERS
10.0'
(2) CONCRETE
JERSEY
BARRIERS
10.0'
SIGN
(TYP.)
TEMPORARYCUL-DE-SAC DETAIL
ALTERNATE TEMPORARY CUL-DE-SAC
TEMPORARY CUL-DE-SAC
Not to Scale
PLUM BOROUGH
PB-005ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
9/23/14
50
.0
'
R
4
0
.
0
'
T
O
G
U
T
T
E
R
24
.0
'
R
3
7
.0
'
R
5
0
.
0
'
PROPOSED 50' RIGHT OF WAY
PROPOSED 50' RIGHT OF WAY
TOP WEDGE CURB
R
5
0
.
0
'
R
4
0
.
0
'
T
O
G
U
T
T
E
R
R 53.0'
28
.0
'
62
.0
'
50
.0
'
24
.0
'
83.33'
R
3
7
.
0
'
PROPOSED 50' RIGHT OF WAY
PROPOSED 50' RIGHT OF WAY
TOP WEDGE CURB
R
5
0
.
0
'
T
O
G
U
T
T
E
R
R
40.0'
T
O
G
U
T
T
E
R
R 53.0'
28
.0
'
62
'
50
.0
'
24
.0
'
83.33'
R
3
7
.
0
'
PROPOSED 50' RIGHT OF WAY
PROPOSED 50' RIGHT OF WAY
TOP 12" WEDGE CURB
10'X20' SNOW PLOW AREA.
WHEN PRACTICAL
LOCATION TO BE
CENTERED ON THE LOT
LINE OR AS DIRECTED BY
THE BOROUGH.
10'X20' SNOW PLOW AREA.
WHEN PRACTICAL
LOCATION TO BE
CENTERED ON THE LOT
LINE OR AS DIRECTED BY
THE BOROUGH.
10'X20' SNOW PLOW AREA.
WHEN PRACTICAL LOCATION
TO BE CENTERED ON THE
LOT LINE OR AS DIRECTED
BY THE BOROUGH.
R
5
3
.
0
'
65.24'
T
O
G
U
T
T
E
R
T
O
G
U
T
T
E
R
PERMANENTCUL-DE-SAC DETAIL
TYPE A PERMANENT CUL-DE-SAC
TYPE B PERMANENT CUL-DE-SAC
(ALTERNATE ONLY)
Not to Scale
TYPE C PERMANENT CUL-DE-SAC
(ALTERNATE ONLY)
PLUM BOROUGH
PB-006ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
ALL UTILITIES CROSSING THE ROADWAY SHALL BE AT LEAST 3'
DEEP WITH WARNING TAPE PLACED PER UTILITY STANDARD AND
FULLY BACKFILLED WITH AASHTO#57 AGGREGATE (2A) AND SHALL
BE INSPECTED BY THE BOROUGH.
THE MINIMUM DEPTH OF ALL UTILITY LINES IS FROM THE FINISHED
CENTERLINE GRADE.
UPON COMPLETION OF CONSTRUCTION AN AS BUILT PLAN MUST BE
SUBMITTED SHOWING ALL INSTALLED UTILITIES.
UTILITY SITUATION MAY VARY, BUT DIMENSIONS WILL GOVERN.
SANITARY SEWER AND WATER LINE MUST BE ON OPPOSITE SIDES
OF THE STREET.
NOTES:
13'
RIG
HT
O
F W
AY
2'
10'
2'10'
12'
10'-0" E
AS
EM
EN
T F
OR
U
TIL
IT
IE
S
TE
LE
PH
ON
E, E
LE
CT
RIC
&
T
.V
. C
AB
LE
RIG
HT
O
F W
AY
SA
NIT
AR
Y S
EW
ER
M
AN
HO
LE
ST
OR
M S
EW
ER
WA
TE
R O
R G
AS
L
IN
E
3'
5' 3'
13'
TYPICAL UTILITYLOCATION SECTION
Not to Scale
PLUM BOROUGH
PB-007ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
R
4
"
R
8
"
PARALLEL PARKING SPACE
9'-0
"
MIN
IM
UM
18'-0"
MINIMUM
6"
4"
24'-0"
9'-0
"
AIS
LE
CU
RB
CURB
PERPENDICULAR PARKING SPACE
4" S
IN
GL
E W
HIT
E
PA
IN
TE
D L
IN
E
REQUIRED AISLE
ONE WAY TRAFFIC 15'-0"
TWO WAY TRAFFIC 24'-0"
AISLE
TYPICAL PARKING SPACEPAINT LINE DETAIL
Not to Scale
PLUM BOROUGH
PB-008ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
6"
4"
6"
4"
4"
R
4
"
R
8
"
STANDARD PAINTED LINE DETAIL
ANGLE PARKING SPACE
9
'
-
0
"
M
I
N
I
M
U
M
DISTANCE (B)
4" SOLID WHITE
PAINTED LINE
(TYPICAL)
X
PARKING
ANGLE (X)
30°
45°
60°
90°
2 WAY
AISLE (A)
24'
24'
24'
24'
1 WAY
AISLE (A)
12'
12'
15'
15'
DIS
TA
NC
E (C
)
1
8
-
0
"
M
I
N
I
M
U
M
DISTANCE
(B)
16'-9 1/2"
19'-1"
20'-1"
18'
DISTANCE
(C)
18'-0"
12'-8 3/4"
10'-4 3/4"
9'
AISLE (A)
CU
RB
MINIMUM DISTANCES FOR PARKING STALLS
TYPICAL ANGLED PARKINGSPACE PAINT LINE DETAIL
Not to Scale
PLUM BOROUGH
PB-009ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
DRIVERS EYE 10'
3.50'
3.5
0'
3.50'
GRADE ____%
GRADE ____%
S
IG
H
T
L
IN
E
S
I
G
H
T
L
I
N
E
EDGE OF TRAVEL LINE
DISTANCE REQUIRED
FSD=_________
DISTANCE REQUIRED
FSD=_________
THE MAXIMUM LENGTH OF ROADWAY ALONG WHICH A DRIVER AT A DRIVEWAY LOCATION CAN
CONTINUOUSLY SEE ANOTHER VEHICLE APPROACHING ON THE ROADWAY.
3.50'
GRADE ____%
DISTANCE REQUIRED
FSD=_________
THE MAXIMUM LENGTH OF ROADWAY ALONG WHICH A DRIVER ON THE ROADWAY CAN
CONTINUOUSLY SEE THE REAR OF A VEHICLE WHICH IS LOCATED IN THE DRIVERS TRAVEL LANE
AND WHICH IS POSITIONED TO MAKE A LEFT TURN INTO A DRIVEWAY.
3.50'
SIGHT LINE
3.50'
GRADE ____%
DISTANCE REQUIRED
FSD=_________
THE MAXIMUM LENGTH OF ROADWAY ALONG WHICH A DRIVER OF A VEHICLE
INTENDING TO MAKE A LEFT TURN INTO A DRIVEWAY CAN CONTINUOUSLY SEE A
VEHICLE APPROACHING FROM THE OPPOSITE DIRECTION.
3.50'
SIG
H
T L
IN
E
DRIVEWAY SIGHTDISTANCE
Not to Scale
PLUM BOROUGH
PB-010ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
FORMULA SIGHTDISTANCE TABLES
Not to Scale
SPEED (V)
(MPH)
AVERAGE GRADE (G)
(PERCENT)
USE POSITIVE GRADES WHEN APPROACHING VEHICLE IS TRAVELING UP GRADE.
0.0
25
+1.0 +2.0 +3.0 +4.0 +5.0 +6.0 +7.0 +8.0 +9.0 +10.0
147 145 144 143 142 140 139 138 137 136 135
196 194 191 189 187 185 183 182 180 178 177
249 245 242 239 236 233 231 228 226 224 221
314 309 304 299 295 291 287 284 280 277 274
383 376 370 364 358 353 348 343 339 334 330
462 453 444 436 429 422 415 409 403 397 392
538 527 517 508 499 490 482 475 468 461 454
SPEED (V)
(MPH)
AVERAGE GRADE (G)
(PERCENT)
USE NEGATIVE GRADES WHEN APPROACHING VEHICLE IS TRAVELING DOWN GRADE.
0.0
25
-1.0 -2.0 -3.0 -4.0 -5.0 -6.0 -7.0 -8.0 -9.0
147 148 150 151 153 155 157 159 161 164 166
196 199 201 204 207 210 214 217 221 226 230
249 252 256 260 265 269 275 280 286 292 299
314 319 325 331 338 345 352 360 369 379 389
383 390 398 406 415 425 435 447 459 472 487
462 471 481 492 504 517 531 546 563 581 600
538 550 562 576 590 606 622 641 661 682 706
30
35
40
45
50
55
30
35
40
45
50
55
-10.0
PLUM BOROUGH
PB-011ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
3' 5' MINIMUM 10' MIN.
6%
M
AX
-6%
M
AX
1
5
%
M
A
X
-
1
5
%
M
A
X
CONCRETE
DEPRESSED
CURB
PAVEMENT
CROSS SLOPE VARIES
GRASS
STRIP
SIDEWALK
UP
G
RA
DE
DO
W
N G
RA
DE
5' MINIMUM 10' MIN.
6%
MA
X
-6%
MA
X
-
1
5
%
M
A
X
CONCRETE
DEPRESSED
CURB
PAVEMENT
CROSS SLOPE VARIES
SIDEWALK
UP
G
RA
DE
DO
W
N G
RA
DE
3'
2%
MAX.
1
5
%
M
A
X
2% MAX
10' MIN.
6%
MA
X
-6%
MA
X
-
1
5
%
M
A
X
SHOULDER
PAVEMENT
CROSS SLOPE VARIES
UP
G
RA
DE
DO
W
N G
RA
DE
1
5
%
M
A
X
SHOULDER
-2.5% MAX
BEGIN DRIVEWAY
AT EDGE OF PAVEMENT
NOTE: MAXIMUM GRADE SHALL BE LIMITED TO ± 15% FOR ALL DRIVEWAYS.
REFER TO SIDEWALK DETAIL FOR CONSTRUCTION DESIGN REQUIREMENTS AND STANDARDS.
10' MIN.
6%
M
AX
-6%
M
AX
1
5
%
M
A
X
-
1
5
%
M
A
X
WEDGE CURB
PAVEMENT
CROSS SLOPE VARIES
UP
G
RA
DE
DO
W
N G
RA
DE
2% W/ SIDEWALK
4% W/O SIDEWALK
3' 5' MINIMUM
GRASS
STRIP
SIDEWALK
2% MAX
2% W/ SIDEWALK
4% W/O SIDEWALK
COMMERCIAL DRIVEWAY ONLY
RESIDENTIAL ANDMINIMUM USE DRIVEWAY
GRADE REQUIREMENTS
Not to Scale
PLUM BOROUGH
PB-012ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
2% S
LOPE
3'-0" MIN.
LOCAL RESIDENTIAL, COMMERCIAL OR INDUSTRIAL STREET, NO CURB
LOCAL RESIDENTIAL, COMMERCIAL OR INDUSTRIAL STREET, ASPHALT CURB
LOCAL RESIDENTIAL, COMMERCIAL OR INDUSTRIAL STREET, CONCRETE CURB
NO CURB
BITUMINOUS
WEDGE CURB
MEDIUM OR DEEP SET
CONCRETE CURB
2% S
LOPE
3'-0" MIN.5'-0"
5'-0" RESIDENTIAL
6'-0" NON-RESIDENTIAL
4" - CLASS "A" CONCRETE
3" - AASHTO#57 (2A STONE)
OR GRAVEL. NO SLAG
WILL BE PERMITTED
NOTES:
1. WHEN THE CONCRETE SIDEWALK CROSSES A DRIVEWAY, THAT PORTION OF THE SIDEWALK SHALL BE 4" OF
#2A STONE OR GRAVEL AND 5" OF CONCRETE WITH A 6"x6"x58# REINFORCING WIRE MESH. IT SHALL BE POURED
DIRECTLY THROUGH THE DRIVEWAY.
2. 3'-0" GRASS AREA MUST BE INSTALLED UNLESS OTHERWISE APPROVED BY THE BOROUGH REPRESENTATIVE.
3. SIDEWALKS & CROSSWALKS TO COMPLY WITH ADA STANDARDS.
4. WALK SHALL BE CROSS SCORED APPROX. EVERY 4 FEET. 1/2" PRE-FORMED EXPANSION JOINTS EVERY 20
FEET MAX. 4000 psi CONCRETE.
4" - CLASS "A" CONCRETE
3" - AASHTO#57 (2A STONE)
OR GRAVEL. NO SLAG
WILL BE PERMITTED
4" - CLASS "A" CONCRETE
3" - AASHTO#57 (2A STONE)
OR GRAVEL. NO SLAG
WILL BE PERMITTED
2% SLOPE
6'-0" NON-RESIDENTIAL
RESIDENTIAL
5'-0"
2% SLOPE
6'-0" NON-RESIDENTIAL
RESIDENTIAL
2% SLOPE
SIDEWALK DETAILS
Not to Scale
PLUM BOROUGH
PB-013ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
12"
6"
1"
6"
1"6"
X
X X X
4"
4"
5'-0"
XXX XX
CRUSHED AGGREGATE (TYP.)
6
"
WIRE MESH
SLOPE 1/4" PER FOOT
TYPICAL CURB AND SIDEWALK DETAIL
SCORED FOR
CURB EFFECT
SLOPE AT
DRIVEWAY
ENTRANCE
M
I
N
.
3/4" R
12" M
IN
2B
S
TO
NE
NOTES:
1. WHEN THE CONCRETE SIDEWALK CROSSES A DRIVEWAY, THAT PORTION OF THE SIDEWALK
SHALL BE 4" OF #2A STONE OR GRAVEL AND 5" OF CONCRETE WITH A 6"x6"x58#
REINFORCING WIRE MESH. IT SHALL BE POURED DIRECTLY THROUGH THE DRIVEWAY.
2. SIDEWALKS & CROSSWALKS TO COMPLY WITH ALL CURRENT ADA STANDARDS.
3. WALK SHALL BE CROSS SCORED APPROX. EVERY 4 FEET. 1/2" PRE-FORMED EXPANSION
JOINTS EVERY 20 FEET MAX. 4000 psi CONCRETE.
COMMERCIAL/INDUSTRIALSITES CONCRETE CURBAND SIDEWALK DETAIL
Not to Scale
PLUM BOROUGH
PB-014ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
3/4" R
6"
1" BATTER
6" REVEAL
#4 TIE BAR, 24" LONG PLACED AT ALL JOINTS
1/4" R
1/2" EXPANSION JOINT MATERIAL
SIDEWALK AS SPECIFIED
18"
12"
6"
MIN
3"
CLASS "A" CONCRETE
TYPICAL
ROAD/DRIVEWAY
SECTION
3/4" R
6"
1" BATTER
6" REVEAL
#4 TIE BAR, 24" LONG PLACED AT ALL JOINTS
1/4" R
1/2" EXPANSION JOINT MATERIAL
SIDEWALK AS SPECIFIED
24"
3"
CLASS "A" CONCRETE
TYPICAL
ROAD/DRIVEWAY
SECTION
NOTE:
CURB SECTIONS TO BE 10'
LENGTHS, 1/2" EXPANSION
JOINT MATERIAL SHALL BE
PLACED AT 20' INTERVALS, AT
ALL INLETS, AT THE END OF
RADIUS RETURNS, AT
HANDICAP RAMPS, AND
ADJOINING ORIGINAL
SECTIONS.
DEEPSET CURB WHERE
REQUIRED BY TOWNSHIP
ENGINEER SHALL BE 24" IN
DEPTH
AASHTO#57
(2B STONE)
BASE
CONCRETE CURB DETAIL
DEEP SET COMMERCIAL/INDUSTRIAL PUBLIC
ROAD CONCRETE CURB DETAIL
(WHEN DIRECTED BY BOROUGH ENGINEER)
*
*
12"
12"
12"
6"
MIN
12"
12"
PA DOT CLASS 1
GEOTEXTILE ON
BOTTOM ONLY
CURB DRAIN 4" ADS
N12 PERFORATED
DRAIN PIPE
NOTE:
CURB SECTIONS TO BE 10'
LENGTHS, 1/2" EXPANSION
JOINT MATERIAL SHALL BE
PLACED AT 20' INTERVALS, AT
ALL INLETS, AT THE END OF
RADIUS RETURNS, AT
HANDICAP RAMPS, AND
ADJOINING ORIGINAL
SECTIONS.
AASHTO#57
(2B STONE)
BASE
PA DOT CLASS 1
GEOTEXTILE ON
BOTTOM ONLY
CURB DRAIN 4" ADS
N12 PERFORATED
DRAIN PIPE
MEDIUM AND DEEP SETCONCRETE CURBS DETAILS
Not to Scale
PLUM BOROUGH
PB-015ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
SEE CONTRACTION
JOINT DETAIL
THIS DRAWING.
PAVEMENT
PER STANDARD
8"
INSTALLATION OF
SLOPE 1"/ FT.
8"
NEW PLAIN CEMENT
CURB AND GUTTER
(CLASS "AA" CEMENT CONCRETE)
WHEN NECESSARY
REMOVE EXISTING PLAIN
CEMENT CONCRETE CURB
1/4" RADIUS
3/4" RADIUS
12" 1" 7"
U
N
I
F
O
R
M
L
E
N
G
T
H
S
O
R
S
E
C
T
I
O
N
S
)
(
S
P
A
C
E
C
O
N
T
R
A
C
T
I
O
N
J
O
I
N
T
S
I
N
2
0
'
-
0
"
M
A
X
I
M
U
M
T
O
4
'
-
0
"
M
I
N
I
M
U
M
C
O
N
T
R
A
C
T
I
O
N
J
O
I
N
T
S
P
A
C
I
N
G
1/2" MINIMUM
CONTRACTION JOINT DETAIL
2" DEEP, 3/16"
WIDE JOINT
CURB AND GUTTER
P
L
A
I
N
C
E
M
E
N
T
C
O
N
C
R
E
T
E
C
U
R
B
G
U
T
T
E
R
12" MIN. AASHTO#57
AGGREGATE
(2B STONE) BASE
AASHTO#57 AGGREGATE
(2B STONE)
BACKFILL
NOTE:
THIS IS ONLY TO BE USE AS AN
APPROVED ALTERNATIVE ONLY
6"
MIN
PA DOT CLASS 1
GEOTEXTILE ON
BOTTOM ONLY
CURB DRAIN 4" ADS
N12 PERFORATED
DRAIN PIPE
3/4"
RADIUS
12"
PLAIN CEMENT CONCRETECURB AND GUTTER
Not to Scale
PLUM BOROUGH
PB-016ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
GRADE FLARES 10.00% MAX SLOPE (WHEN PERMITTED BY BOROUGH ENGINEER)
8.33% MAX RAMP SLOPE
2'-0" ROLLED TRANSITION (SLOPE VARIES)
SLOPE: ZERO ± 2.00%
CURB RAMPS REQUIRE A 4'-0" MINIMUM
LANDING WITH A MAXIMUM SLOPE OF
2.00% IN ALL DIRECTIONS WHERE
PEDESTRIANS PERFORM TURNING
MANEUVERS.
1
4
7
8
18
PLAIN CEMENT
CONCRETE CURB
CHEEK WALL
18
4
4
4
8
18
PLAIN CEMENT
CONCRETE CURB (TYP.)
CLEAR SPACE/TURNING AREA
4'-0"
MIN.
PEDESTRIAN
PUSH BUTTON
(WHERE APPLICABLE)
YELLOW DETECTABLE WARNING
SURFACE BY EAST JORDAN CAST
IRON (TYP.)
PLAIN CEMENT
CONCRETE
DEPRESSED CURB
SIDEWALK WIDTH
5'-0" MIN.
RAMP/LANDING
WIDTH 5'-0" MIN
NOTES:
1. EXPOSED CONCRETE SURFACES TO BE COATED WITH CURING AND SEALING COMPOUNDS.
2. CONTRACTOR SHALL VERIFY CONSTRUCTION MEETS OR EXCEEDS CURRENT ADA STANDARDS.
1
1
1
3'-0" MIN.
7
7
CONCRETE CURBS IN
RETURN RADIUS INTO
NEW CONSTRUCTION
ASPHALT 10'-15' FROM
RAMP
TYPICAL CORNERCURB RAMP
Not to Scale
PLUM BOROUGH
PB-017ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
TYPE OF STREET
ARTERIAL
STREETS
COLLECTOR
STREETS
LOCAL
STREETS
RIGHT OF WAY WIDTHS
CUL-DE-SAC RIGHT OF WAY
RADIUS
ANGLE OF STREET INTERSECTION
(MAXIMUM)
CARTWAY PAVING WIDTH
(GUTTER TO GUTTER)
CUL-DE-SAC PAVING RADIUS
TO GUTTER LINE
MAXIMUM CUL-DE-SAC
ROADWAY LENGTH
MINIMUM STREET GRADE
MAXIMUM STREET GRADE
CURB RETURN RADIUS
HORIZONTAL CURVES
MINIMUM CENTER LINE RADIUS
MINIMUM VERTICAL CURVE LENGTH
NOTE 1:PLUS 20' FOR EVERY 1% CHANGE
IN GRADE OVER 3%
NOTE 2: MINIMUM VERTICAL CURVE LENGTH
OUTSIDE OF ADJOINING ROAD
CARTWAY OF 50' IS REQUIRED
FOR INTERSECTING ROADWAYS ON
LOCAL STREETS WITH
MINIMUM/MAXIMUM OF -2% CROSS
SLOPE FROM CENTERLINE CROWN
OF THE THROUGH STREET.
NOTE 3: MINIMUM VERTICAL AND HORIZONTAL DESIGN
PER PA DOT MINIMUM DESIGN STANDARDS ARE REQUIRED.
RESIDENTIAL SUBDIVISION 1,600' MAXIMUM DISTANCE BETWEEN STREET INTERSECTIONS
200' MINIMUM DISTANCE BETWEEN STREET INTERSECTIONS
60'
N/A
80°
24'
N/A
N/A
1.5%
6.0%
45'
550' @ 45 MPH*
(SEE NOTE 3)
150'*
(SEE NOTE 3)
60'
N/A
80°
24'
N/A
N/A
1.0%
10.0%
35'
300' @ 35 MPH*
(SEE NOTE 3)
100'
(SEE NOTE 3)
50'
53'
75°
24'
40'
1600'
1.0%
12.0%
15
125' @ 25 MPH
*50'
(SEE NOTE 1 & 2)
CLEAR SIGHT TRIANGLE: PER SIGHT DISTANCE TABLES
ARTERIAL ROADWAYS: SR286 GOLDEN MILE HIGHWAY, SR380 SALTSBURG ROAD,
SR2075 NEW TEXAS ROAD, SR2082 COXCOMB HILL ROAD, SR2086 LEECHBURG ROAD,
H835 MONROEVILLE-TRESTLE ROAD, H857 UNITY CENTER ROAD/UNITY-TRESTLE ROAD,
COLLECTOR ROADWAYS: SR2066 OLD FRANKSTOWN ROAD, SR2076 OLD LEECHBURG ROAD,
SR2088 SARDIS ROAD, SR2090 WEBSTER ROAD, RENTON ROAD, REPP ROAD,
KERR ROAD, SHEARER ROAD, CENTER NEW TEXAS ROAD, MILLERS LANE,
DAVIDSON ROAD, ABERS CREEK ROAD, HOLIDAY PARK DRIVE, O'BLOCK ROAD,
PINE VALLEY ROAD, PRESQUE ISLE DRIVE
*
*
ROADWAY DESIGN CRITERIA
Not to Scale
PLUM BOROUGH
PB-018ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
36
"
57 1/4"
27
"
48 1/4"
INLET BOX
PLAN VIEW
BICYCLE SAFE
CAST IRON GRATE
CAST IRON TYPE 'M'
FRAME PER PADOT
RC-45M (15&20).
INSTALL WITH CONSEAL
BITUMASTIC SEALER
BETWEEN FRAME AND
INLET BOX.
GRADE ADJUSTMENT
RING SHALL BE
PRECAST CONCRETE
OR MASONRY
NOTE:
CONSTRUCT IN ACCORDANCE WITH THE REQUIREMENTS OF
PUBLICATION 408, SECTION 605, FOR INLET ASSEMBLIES.
WEEP HOLES (AS REQUIRED BY BOROUGH)
WEEP HOLES AS REQUIRED.
IN HEAVY TRAFFIC AREAS USE NEENAH
FOUNDRY FRAME AND GRATE R-3572A
OR ALLEGHENY FOUNDRY PA DOT TYPE
M FRAME AND GRATE.
A BICYCLE SAFE GRATE SHOWN IS
REQUIRED IN THE TYPE M CAST IRON
FRAME.
ALL INLETS SHALL BE IN ACCORDANCE
WITH SPECIFICATIONS SET FORTH IN
PENN D.O.T. PUBLICATION 408 AND 72
FOR PRECAST AND POURED IN PLACE
INLETS.
MINIMUM DEPTH TO BE 4' UNLESS
APPROVED BY ENGINEER.
FOR 36" OR LARGER STORM SEWER
PIPE, THE USE OF A SPECIAL INLET IS
REQUIRED.
IN STEEP SLOPE CONDITIONS USE TYPE
M5 VANE GRATE WHEN REQUIRED BY
ENGINEER.
ADA ACCESSIBLE AREAS USE TYPE M6
GRATE AS REQUIRED.
NOTES:
TYPE M4 GRATE
APPROX. 270 SQ. IN.
OPEN AREA
2 GRATES REQUIRED
ROAD UNDERDRAIN CONNECTION
EAST JORDAN IRON WORKS
MADE IN USA
Ej
DRAINS TO WATERWAYSDUMP NO WASTE!
MADE IN USA
26
3
/4
"
3 1/2"
2 1/2"
5355M8
ASTM A48 CL35B
PROD. NO.
FOUNDRY I.D.
2 1/2"
47 3/4"
PLAN VIEW
SECTION B-B
SECTION A-A
BB
AA
TYPE M6 ADA GRATE
APPROX. 140 SQ. IN.
OPEN AREA
2 GRATES REQUIRED
TYPE M5 VANE GRATE
APPROX. 205 SQ. IN.
OPEN AREA
2 GRATES REQUIRED
TYPE M7 DUCTILE GRATE
APPROX. 326 SQ. IN.
OPEN AREA
2 GRATES REQUIRED
*ALTERNATIVE GRATES TO BE USED AS REQUIRED AND APPROVED.
TYPE 'M' INLET
Not to Scale
PLUM BOROUGH
PB-019ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
39
-1
/2
"
57 1/4"
27
"
48 1/4"
PLAN VIEW
7-1/2"
1-1/2"
6" 45 1/4"
5"
2-1
/2
"
10
"
MIN
.
3"
6"
7"
1-1/2"
25-1/2" 6"
8" 24"
INLET BOX
GRADE ADJUSTMENT
RING SHALL BE
PRECAST CONCRETE
OR MASONRY
BICYCLE SAFE GRATE
TYPE C CONCRETE
TOP UNIT
WEEP HOLES
(AS REQUIRED BY BOROUGH)
BICYCLE SAFE GRATE
EAST JORDAN IRON WORKS, INC.
11 BEARING BARS @
2-1/8'' C TO C
1/2'' X 2-1/2'' X 46-1/4''
BAR (TYP.)
10 TRAVERSE RODS @
4-1/4'' C TO C
1/2'' X 25'' ROD (TYP.)
VANE GRATE
2 PIECE NEENAH TYPE L OR EQUAL
FOR ROAD GRADES IN EXCESS OF 6%
(TO BE SET IN LINE WITH
FLOW DIRECTION)
TYPE "C" PRECASTCONCRETE CATCH BASIN
(ALTERNATE - AS APPROVED ONLY)
Not to Scale
PLUM BOROUGH
PB-020ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
TOP OF CURB
GUTTER LINE
DOWNGRADE
UPGRADE
FL
OW
D
IR
EC
TIO
N
FL
OW
D
IR
EC
TIO
N
FLOW DIRECTION
NOTE:
INLETS SHALL BE
PLACED ON TANGENT
CURB PRIOR TO
ENTERING RADIUS
NOTE:
MAY BE REVISED AS APPROVED
BY BOROUGH ENGINEER.
TYPICAL PLACEMENTOF INLETS
Not to Scale
PLUM BOROUGH
PB-021ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
8"
LENGTH AS REQUIRED
3'-0" MIN.
8"
8"
AS
8"
RE
QU
IR
ED
8"
AS REQUIRED
8"
PAVEMENT
THICKNESS
VERRIES
8"
*
PLAN -A
SECTION-B
8"
6" MIN. CONCRETE
OVER ALL INLET AND
OUTLET PIPES
*
SECTION-C
12" DIA. MIN. OUTLET OR
AS SHOWN ON PLANS
2- #4 BARS
FRAME END
PIECE
SECTION-CSECTION-C
SE
CT
IO
N-B
SE
CT
IO
N-B
#4 @ 6" (TYP.)#4 @ 12" (TYP.)
FRAME WIDTH
AS SPECIFIED
KEY 1 1/2" x 3" (TYP.)
#4 @ 6" (TYP.)
#4 @ 6" (TYP.)
#4 @ 12" (TYP.)
#4 @ 6" (TYP.)
#4 @ 12" (TYP.)
STEEL GRATE
6"6"
8" M
IN
.
SL
OP
E A
S
NE
CE
SS
AR
Y
COMPACTED
AASHTO#57
(2B STONE)
AGGREGATE
CONCRETE TRENCH DRAIN
Not to Scale
PLUM BOROUGH
PB-022ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
NOTE:
THE INVERT OF THE PIPE AND THE END SECTION SHALL BE AT THE SAME ELEVATION. SLOPED
END SECTION SHALL BE HIGH-DENSITY POLYETHYLENE CONFORMING WITH THE MINIMUM
REQUIREMENTS OF CELL CLASSIFICATION 335400C AS DEFINED AND DESCRIBED IN ASTM D3350.
EACH END SECTION SHALL HAVE A CARBON BLACK ADDITIVE FOR UV PROTECTION. MATERIAL
SHALL BE 'HANCOR RESIN 8' OR APPROVED EQUAL.
INSTALLATION SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S INSTRUCTIONS.
INSTALLATION:
(in.)
PIPE DIA.
12
15
18 12
(in.)
A*
8
9.7
(in.)
C**
4.2
3
4
(in.)
D
4
3
4
(in.)
B
21
12
14.8
(in.)
OAL
33
20
24.5
(in.)
B
30
18
22
(in.)
OAL
42
26
31.9
(in.)
B
39
24
29.4
(in.)
OAL
51
32
39.1
(in.)
B
60
36
41.6
(in.)
OAL
72
44
51.4
SLOPE X:1 SLOPE 2:1 SLOPE 3:1 SLOPE 4:1 SLOPE 6:1
DIMENSIONS
** THE 'C' DIMENSION VARIES SLIGHTLY FOR SOME DIAMETERS DEPENDING ON THE SLOPE
* THE 'A' LENGTH FOR 12"-18" IS 4 CORRUGATIONS
CLOSE CORRUGATIONS PER 'PA DOT SPECIFICATIONS'.
END SECTION SHALL BE INSTALLED WITH A CONCRETE COLLAR/EDGE TO SUPPORT AND
NOTE:
OAL
A B
C
D
6" MIN.
AASHTO#57
(2B STONE)
UNDER END WALL
AASHTO#57 AGGREGATE
(2B STONE) UNDER PIPE
DOWN TO 6" BELOW
CONCRETE COLLAR/
END WALL
RIP RAP SIZE
PER
SPECIFICATIONS
GEOFABRIC
NOT FOR USE AS A HEADWALL OR STORM WATER COLLECTION DEVICE
HDPE SLOPED END SECTIONDETAIL
Not to Scale
PLUM BOROUGH
PB-023ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
A
A
MIN
.
OR
12"
8"
6"
6"
6
"
M
I
N
.
O
R
1
2
"
"
B
"
SPECIFIED
OR AS]
DIA. + 28" MIN.
12"
"D
"
6"
3'-0"
2'-6"
2'-0"
1'-9"
E
9"
9"
12"
9"
F
15"
12"
12"
12"
12"
9"
9"
9"
2'-6"
2'-0"
2'-0"
2'-0"
4'-0"
3'-3"
2'-6"
2'-6"
"A
"
"F
"
"E
"
24"
CONCRETE
CLASS "A"
S
L
O
P
E
2
:
1
(
M
A
X
.
)
CLASS "A" CONCRETE
D
30"
24"
18"
15"
CBA
DIA.
PIPE
30°
30°
3-#4 BARS
DIA.
PLAN VIEW
SECTION "A-A"FRONT ELEVATION
6
"
NOTE:
SHOP DRAWINGS FOR ALL PRECAST HEADWALLS/ENDWALLS OR
CONCRETE END SECTION MUST BE SUBMITTED FOR APPROVAL.
REINFORCING STEEL SHALL BE REQUIRED THROUGH SHOP
DRAWING SUBMITTAL. SEE PA DOT 408 SPECIFICATION.
BATTER 3" PER FT.
"C"
NOTE:
RIP-RAP OR SOME OTHER FORM OF ENERGY DISSIPATION WILL BE
REQUIRED AT TERMINATION OF DEVICE. REFER TO PA DEP
EROSION AND SEDIMENTATION AND/OR SWM BMP MANUALS.
STANDARD END WALL15" TO 30" PIPES
Not to Scale
PLUM BOROUGH
PB-024ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
PIPE
DIA.
SKEW Ð =
90° TO 60°
q = 30°
SKEW
Ð = 55°
q = 35°
SKEW
Ð = 50°
q = 40°
SKEW
Ð = 45°
q = 45°
SKEW
Ð = 40°
q = 50°
SKEW
Ð = 30°
q = 60°
SKEW
Ð = 20°
q = 70°
SKEW
Ð = 10°
q = 80°
d
(in.)
36
42
48
54
60
72
L
(ft.)
5.8
6.3
6.9
7.5
8.1
9.2
L
(ft.)
6.0
6.6
7.2
7.8
8.4
9.6
L
(ft.)
6.2
6.9
7.5
8.2
8.8
10.1
L
(ft.)
6.5
7.3
8.0
8.7
9.4
10.8
L
(ft.)
7.0
7.8
8.5
9.3
10.1
11.7
L
(ft.)
8.3
9.3
10.3
11.3
12.3
14.3
L
(ft.)
11.1
12.5
14.0
15.5
16.9
19.8
L
(ft.)
19.6
22.5
25.3
28.2
31.1
36.9
W2
(ft.)
4.6
5.8
6.9
8.0
9.2
11.5
(ft.)
0
0
0
0
0
0
(ft.)
.33
.33
.33
.33
.33
.33
(ft.)
.5
.5
.5
.5
.5
.5
(ft.)
.67
.67
.67
.67
.67
.67
(ft.)
.75
.75
.75
.75
.75
.75
(ft.)
1.33
1.33
1.33
1.33
1.33
1.33
(ft.)
1.75
1.75
1.75
1.75
1.75
1.75
(ft.)
5.0
5.0
5.0
5.0
5.0
5.0
W1
(ft.)
4.6
5.8
6.9
8.0
9.2
11.5
W1
(ft.)
4.9
6.1
7.3
8.5
9.8
12.2
W1
(ft.)
5.2
6.5
7.8
9.1
10.4
13.0
W1
(ft.)
5.7
7.1
8.5
9.9
11.3
14.1
W1
(ft.)
6.2
7.8
9.4
10.9
12.5
15.6
W1
(ft.)
8.0
10.0
12.0
14.0
16.0
20.0
W1
(ft.)
11.7
14.6
17.5
20.5
23.4
29.2
W1
(ft.)
23.0
28.8
34.6
40.3
46.0
57.6
A
(in.)
12
12
12
12
15
15
SD =
d
Cos q
d
Sin Skew Ð=
L = SD + 2.3 FT.
W1 =2d - 2'
Cos q(FOR 2:1 SLOPE)
W1 =X
Cos q(d - 0.5 - )
1.0
X
Skew Ð
q
30°
q
q
L
6"
A
6"
W
2
2
4
"
SD
30°q
1
2
"
6
"
6
"
W
1
A
12"
TOP VIEW
END VIEWSIDE VIEW
TABLE A
2:1 EMBANKMENT SLOPES
L
d
21"
12"
9"
3"
12"
6"
3"
2
:
1
M
A
X
.
S
L
O
P
E
(FOR VARIABLE SLOPE WHEN
'X' EQUALS HORIZONTAL
DIMENSION OF THE SLOPE
DESIGNATION.)
NOTE:
REINFORCING STEEL SHALL BE REQUIRED THROUGH SHOP
DRAWING SUBMITTAL. SEE PA DOT 408 SPECIFICATION.
RIP-RAP OR SOME OTHER FORM OF ENERGY DISSIPATION WILL BE
REQUIRED AT TERMINATION OF DEVICE. REFER TO PA DEP
EROSION AND SEDIMENTATION AND/OR SWM BMP MANUALS.
CONCRETE END WALLFOR LARGER DIA. PIPE
(36" - 72")
Not to Scale
PLUM BOROUGH
PB-025ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
BEDDING
WIDTH AT TOP OF TRENCH MAY
VARY ACCORDING TO DEPTH,
SOIL CONDITIONS OR SLOPED
SIDES IN LIEU OF SHORING
BACKFILL
SPRINGLINE
Existing Grade
ALL DRIVEWAY, SIDEWALK, PARKING AREA CROSSINGS, OR AREA WITHIN 3' OF
CURB LINE SHALL BE BACKFILLED AND COMPACTED FULLY TO SUBGRADE WITH
AASHTO #57 STONE OR APPROVED AGGREGATE, GRAVEL OR STONE.
IN ALL OTHER TRENCH AREAS BACKFILL FROM (0'-6") ABOVE THE TOP OF PIPE;
TO BE SELECTED MATERIAL (SELECTED MATERIAL IS CONSIDERED TO BE
FINELY DIVIDED MATERIAL FREE OF DEBRIS, ORGANIC MATERIAL AND STONES.),
COMPACTED IN EIGHT INCH (8") LAYERS.
BACKFILL:
THE BEDDING SHALL HAVE A MINIMUM DEPTH OF SIX INCHES (6") BELOW
ALL PIPES AND SHALL BE BACKFILLED WITH 2B STONE.
BEDDING:
PAVEMENT
6"
MIN
.
12" MIN. PIPE O.D. 12" MIN.
VARIES AS TO PIPE SIZE
BA
CK
FIL
L D
EP
TH
V
AR
IE
S
12" MIN.
SELECT MATERIAL
(SEE NOTE BELOW)
6"
MIN
.
AASHTO#57
AGGREGATE
(2B STONE)
PIPE TRENCHING ANDBEDDING DETAIL
Not to Scale
PLUM BOROUGH
PB-026ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
SEC. 401.3(f) OF PUB. 408.
8" MIN. HIGH EARLY STRENGTH CONCRETE
WEARING COURSE:
BINDER COURSE:
TACK COAT:
WEARING COURSE (1 1/2" MIN.)
BASE COURSE (8" MIN.)
12"
MIN.
EXCAVATION
INITIAL SAW CUT
12"
MIN.
#4 BARS
@ 6" O.C.
2"
(TYP.)
#5 BARS
@ 5" O.C.
INITIAL SAW CUT
DOWELS @ 12" O.C.
REFER TO ROADWAY
CONSTRUCTION
STANDARD RC-26
NOTE:
BARS THIS SIDE TO BE
BONDLESS AND COATED
WITH APPROVED MATERIAL
BINDER COURSE (SHALL BE APPROX.
2 3/4", CONTRACTOR SHALL MEET
EXISTING DEPTH OF BINDER COURSE)
#4 x 24" REINFORCING
BARS
MILL EXISTING
BITUMINOUS
SURFACE
(SEE WEARING
COURSE NOTE)
TACK COAT
ALL VERTICAL
SURFACES
APPROVED TUBES OR CAPS
WITH MIN. 1/2" POSITIVE
CLEARANCE POCKET
ALL BITUMINOUS
PAVING MIXTURE
WILL BE HOT-MIXED
WITHIN ACCORDANCE
TO PUBLICATION 408
SUPERPAVE MATERIAL IN ACCORDANCE WITH SEC. 409 OF PUB. 408. DEPTH
EQUAL TO EXISTING, 1 1/2" MIN.
MILL AND REPAVE WEARING COURSE A MINIMUM OF 30' FROM TRENCH ON NEW
STREETS AND STREETS PREVIOUSLY RESURFACED WITHIN 5 YEARS
SUPERPAVE MATERIAL IN ACCORDANCE WITH SEC. 409
OF PUB. 408. DEPTH EQUAL TO EXISTING, 2 3/4" MINIMUM
AASHTO#57 AGGREGATE
(NO. 2A LIMESTONE)
BACKFILL MATERIAL
COMPACTED IN 8" LIFTS
USING APPROVED
VIBRATORY EQUIPMENT
30' MIN.
SEE NOTE
SEAL ALL JOINTS WITH
EITHER J1 OR BM-1
MATERIAL AND SAND
(MIN. 6" WIDE, TYP.)
RESTORATION OF PIPE TRENCHALONG OR ACROSS HIGHWAYS
WITH CONCRETE BASE
Not to Scale
PLUM BOROUGH
PB-027ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
NOTE:
DURING COLD WEATHER WHEN SUPERPAVE MATERIAL IS NOT AVAILABLE FROM THE
ASPHALT PLANTS THE TRENCH SHALL BE BACKFILLED WITH BEDDING MATERIAL TO AN
ELEVATION WITHIN 3" OF THE ROAD SURFACE. THE TRENCH SHALL THEN BE SURFACED
WITH A TEMPORARY PATCH OF COLD PATCH MATERIAL. AS SOON AS THE ASPHALT
PLANTS OPEN IN THE SPRING, THE CONTRACTOR SHALL REMOVE THE COLD PATCH
MATERIAL AND SAW-CUT THE REQUIRED BENCHES AND THE SUPERPAVE MATERIAL
SHALL THEN BE PLACED AND SEALED. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR MAINTENANCE ON THE TEMPORARY PATCH AND SHALL KEEP A SMOOTH
RIDING SURFACE ON THE STREET UNTIL THE PERMANENT BITUMINOUS MATERIAL IS
INSTALLED.
1 1/2" OF SUPERPAVE BITUMINOUS
WEARING MATERIAL, COMPACTED
SEAL ALL JOINTS WITH
EITHER J1 OR BM-1
MATERIAL AND SAND
(MIN. 6" WIDE, TYP.)
Existing
Street Surface
Existing
Street Surface
BACKFILLING REQUIREMENTS
REMOVE ALL MATERIAL EXCAVATED FROM
TRENCH AND REPLACE WITH ONE OF THE
FOLLOWING (AS SPECIFIED)
TRENCH SHALL BE BACKFILLED WITH 2A
LIMESTONE OR AASHTO/ PENNDOT NO. 2RC
AGGREGATE FROM ABOVE TOP OF PIPE
ZONE.
PIPE ZONE BACKFILL
PATCH SHALL BE CUT BACK
A MINIMUM OF 12" FROM
EACH EDGE OF THE TRENCH
TO PROVIDE A FIRM BENCH
FOR THE EDGES OF THE PATCH
6" MIN.
6" COMPACTED,
25 MM SUPERPAVE
BASE COURSE
(PLACED IN TWO LIFTS)
NOTE:
REFERENCE SUPERPAVE PER PA DOT
SECTION 409, MIXTURE
& DESIGN STANDARDS
NOTE:
12" MINIMUM
BEARING ON
GROUND
UNDISTURBED
Existing
Curb
WEARING COURSE SHALL BE MILLED
AND REPAVED WITH SUPERPAVE FROM
CENTER OF CARTWAY TO CURB OR
LIMIT OF PAVING
(TYPICAL OPPOSITE SIDE)
TYPICAL DETAIL FORREPAIR OF PAVED STREETFOR ROADWAY OPENING
Not to Scale
PLUM BOROUGH
PB-028ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
PLAN 2-010-C
SECTION 2-010-A1
VA
RIE
S
NOTE:
SECTION 2-010-A
2-010-A1
2-010-A
6'-8"
SECTION 2-010-B
LIFTING HOLES SHALL BE
POINTED WITH MORTAR, MADE
WATERTIGHT & LEFT NEAT & SMOOTH.
48" DIA.
6" INTO CONCRETE
3/4" ANCHOR BOLTS
(4 REQUIRED)
NOTES:
LADDER BARS SEE DETAIL
O.C
.
12
"
2.
1.
2-010-B
48" DIA.
VA
RIE
S3
'-3
1
/2
"
VA
RIE
S
2-010-A1
2-010-A
2-010-B
MANHOLES EXCEEDING DEPTHS
OF 20 FEET SHALL HAVE 60 INCH
DIAMETER BARREL.
3.
MINIMUM 6" CRUSHED
STONE (TYP.)
MANHOLE FRAME & COVER
(AS SPECIFIED)
1'-0" MAX. ADJUSTMENT TO GRADE
WITH PRECAST GRADE RINGS
APPROVED BY THE ENGINEER
JOINTS SHALL BE EQUIPPED WITH
FLEXIBLE BUTYL RESIN SEALANT.
ONE RING PLACED INSIDE AND ONE
RING PLACED OUTSIDE AT ALL
MANHOLE BARREL JOINTS AND ONE
RING AT MANHOLE FRAME & COVER.
PRECAST CONCRETE MANHOLE
SECTIONS SHALL CONFORM TO
ASTMC478, LATEST REVISION.
MANHOLE SLAB TOP TO BE
DESIGNED TO MEET LOAD
CONDITIONS
JOINTS SHALL BE
EQUIPPED WITH FLEXIBLE
BUTYL RESIN SEALANT.
ONE RING PLACED INSIDE
AND ONE RING PLACED
OUTSIDE AT ALL MANHOLE
BARREL JOINTS.
MANHOLE FRAME & COVER
(AS SPECIFIED)
IF THIS DIMENSION IS LESS THAN
5'-0" USE A PRECAST CONCRETE
SLAB ON TOP AS SHOWN BELOW
*
SE
E N
OT
E B
EL
OW
*
VA
RIE
S
MA
NH
OL
ES
20 F
EE
T O
R G
RE
AT
ER
SH
AL
L H
AV
E A
5'-0" D
IA
ME
TE
R B
AR
RE
L
10"
LADDER BARS
(AS SPECIFIED)
FIELD-FORMED
CHANNEL
ANNULAR SPACE
GROUTED WITH NON
SHRINK GROUT
24" MIN.
PRECAST CONCRETE MANHOLEFOR STORM SEWERS 6"-21"
Not to Scale
PLUM BOROUGH
PB-029ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
1'-0" MAX. ADJUSTMENT TO GRADE
WITH PRECAST GRADE RINGS
APPROVED BY THE ENGINEER
LIFTING HOLES SHALL BE POINTED
WITH MORTAR, MADE WATERTIGHT &
LEFT NEAT & SMOOTH
VA
RIE
S
V
A
R
I
E
S
VA
RIE
S
6"
MIN.
6"
MIN.
O.C
.
3'-3
1
/2
"
12
"
MANHOLE FRAME
AND COVER
(AS SPECIFIED)
JOINTS SHALL BE EQUIPPED WITH
A BITUMASTIC JOINT SEALER, ONE
RING PLACED INSIDE AND ONE RING
PLACED OUTSIDE AT ALL MANHOLE
BARREL JOINTS AND ONE RING AT
MANHOLE FRAME AND COVER.
LADDER BARS SEE DETAIL
6"
MIN.
6"
MIN.
3/4" DIA. ANCHOR
BOLTS 6" INTO
CONCRETE
(4 REQUIRED)
VA
RIE
S
FIELD FORMED
CHANNEL
MINIMUM REQUIRED
DISTANCE SHALL BE 1/2 OF
THE SMALLER PIPE
DIAMETER. INCREASE
MANHOLE DIAMETER TO
HAVE MINIMUM DISTANCE
BETWEEN PIPES
PLAN A
SECTION C
SECTION B
60" DIA.
60" DIA.
B
C
SE
E N
OT
E 3
B
C
PRECAST CONCRETE MANHOLE SECTIONS SHALL
CONFORM TO ASTM C478, LATEST REVISION.
WATERPROOF EXTERIOR SURFACE WITH TWO
COATS BITUMASTIC MATERIAL OR COAL TAR
SOLUTION, 8 MILS PER COAT.
DROP CONNECTIONS ARE NOT PERMITTED
FOR PIPES LARGER THAN 30" DIA.
NOTES:
1.
2.
3.
4.
MONOLITHIC PRECAST
CONCRETE BASE
SEWER
PIPE
FIELD FORMED
CHANNEL
MINIMUM 6" CRUSHED
STONE (TYP.)
FIELD FORMED
CHANNEL
A-LOK PIPE
CONNECTOR
(TYP.)
FOR DEPTHS LESS THAN 5'-0",
INSTALL PRECAST CONCRETE SLAB
TOP DESIGNED TO MEET LOAD
CONDITIONS. MANHOLE TO BE 60"
DIA. FULL DEPTH.
5.
ANNULAR SPACE
GROUTED WITH NON
SHRINK GROUT
24" MIN.
PRECAST CONCRETE MANHOLEFOR STORM SEWERS 24"-42"
Not to Scale
PLUM BOROUGH
PB-030ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
1'-0" MAX. ADJUSTMENT TO GRADE
WITH PRECAST GRADE RINGS
APPROVED BY THE ENGINEER
LIFTING HOLES SHALL BE POINTED
WITH MORTAR, MADE WATERTIGHT &
LEFT NEAT & SMOOTH
VA
RIE
S
V
A
R
I
E
S
VA
RIE
S
6"
MIN.
6"
MIN.
O.C
.
3'-3
1
/2
"
12
"
MANHOLE FRAME
AND COVER
(AS SPECIFIED)
JOINTS SHALL BE EQUIPPED WITH
A BITUMASTIC JOINT SEALER, ONE
RING PLACED INSIDE AND ONE RING
PLACED OUTSIDE AT ALL MANHOLE
BARREL JOINTS AND ONE RING AT
MANHOLE FRAME AND COVER.
LADDER BARS SEE DETAIL
6"
MIN.
6"
MIN.
3/4" DIA. ANCHOR
BOLTS 6" INTO
CONCRETE
(4 REQUIRED)
VA
RIE
S
FIELD FORMED
CHANNEL
MINIMUM REQUIRED
DISTANCE SHALL BE 1/2 OF
THE SMALLER PIPE
DIAMETER. INCREASE
MANHOLE DIAMETER TO
HAVE MINIMUM DISTANCE
BETWEEN PIPES
PLAN 2-012-A
SECTION 2-012-C
SECTION 2-012-B
72" DIA.
72" DIA.
2-012-B
2-012-C
2-012-B
2-012-C
PRECAST CONCRETE MANHOLE SECTIONS SHALL
CONFORM TO ASTM C478, LATEST REVISION.
WATERPROOF EXTERIOR SURFACE WITH TWO
COATS BITUMASTIC MATERIAL OR COAL TAR
SOLUTION, 8 MILS PER COAT.
NOTES:
1.
2.
3.
4.
MONOLITHIC PRECAST
CONCRETE BASE
SEWER
PIPE
FIELD FORMED
CHANNEL
MINIMUM 6" CRUSHED
STONE (TYP.)
FIELD FORMED
CHANNEL
DROP CONNECTIONS ARE NOT PERMITTED.
A-LOK PIPE
CONNECTOR
(TYP.)
ANNULAR SPACE
GROUTED WITH NON
SHRINK GROUT
24" MIN.
PRECAST CONCRETE MANHOLE(72 INCH DIAMETER)
(PIPE DIAMETER- 48" TO 54")
Not to Scale
PLUM BOROUGH
PB-031ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
12" 48" DIA.12"
3/4" DIA. ANCHOR
BOLTS 6" INTO
CONCRETE
(4 REQUIRED)
1'-0" MAX. ADJUSTMENT
TO GRADE WITH PRECAST
GRADE RINGS APPROVED
BY THE ENGINEER
12" 12"
"B
2"
"A
"
12"
DIA
. O
F P
IP
E
AS
S
HO
WN
ON
P
LA
NS
MANHOLE FRAME
AND COVER
(AS SPECIFIED)
"B
2"
"B
1"
12"
VA
RIE
S
PRECAST CONCRETE
TEE SECTION.
ECCENTRIC ON
PIPE SIZES OVER 48"
NOTE:
JOINTS IN VERTICAL
SHAFT SHALL BE
BITUMASTIC JOINT
SEALANT APPROVED
BY THE ENGINEER.
LADDER BARS
NOTE:
"A" 1/4 INSIDE DIA.
"B1" 1/4 OUTSIDE DIA.
"B2" 1/2 OUTSIDE DIA. OF PIPE
GREATER THAN 48" PIPE
"B2" 1/4 OUTSIDE DIA. ON 48" PIPE
SECTION 2-016-B
SECTION 2-016-A
NOTE:
IF MAIN SEWER IS REQUIRED TO RECEIVE
PROTECTIVE COATING, VERTICAL MANHOLE
SHAFT SHALL RECEIVE SAME LINING.
CONCRETE CRADLE
FOR PIPE
2-016-A
2
-
0
1
6
-
A
2
-
0
1
6
-
B
2
-
0
1
6
-
B
PLAN 2-016-C
EQUAL ANGLES
12"
12"
1
2
"
1
2
"
1
2
"
12"
12"
PIPE SCHEDULE ASTM DESIGN
TOP SECTION C-76-57 CLASS 3
VERTICAL SHAFT C-76-57 ALL DEPTHS
0' TO 15'-11" CLASS II
16' TO 30'-11" CLASS III
31' TO 100' CLASS IV
M.H. DEPTH
BOTTOM SECTION (ECCENTRIC TEE)
C-76-57 CLASS IV ALL DEPTHS
1
2
"
24"
MIN.
ALTERNATE PRECAST CONCRETEMANHOLE FOR CONCRETE STORM
SEWERS 48" AND OVER
Not to Scale
PLUM BOROUGH
PB-032ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
LIFTING HOLES SHALL BE
POINTED WITH MORTAR, MADE
WATERTIGHT AND LEFT NEAT &
SMOOTH.
1'-0" MAX. ADJUSTMENT TO
GRADE WITH PRECAST
GRADE RINGS APPROVED
BY THE ENGINEER
MANHOLE FRAME
AND COVER
(AS SPECIFIED)
3/4" DIA. ANCHOR
BOLTS 6" INTO
CONCRETE
(4 REQUIRED)
FLEXIBLE BUTYL RESIN SEALANT.
ONE RING INSIDE AND ONE RING
PLACED OUTSIDE AT ALL MANHOLE
BARREL JOINTS AND ONE RING AT
MANHOLE FRAME & COVER.
3'-3 1/2"
LADDER BARS SEE DETAIL
12"
MIN.
4'-0"
7'-0" DIA.
VA
RIE
S
#4 @ 12"
(TYP.)
2-#4 RING BARS
CONCRETE BASE
SHALL BE CLASS
'A' CONCRETE
7'-0" DIA.
10"
6"
*S
EE
N
OT
E T
O R
IG
HT
60" DIA.
2'-0"
48" DIA.
VA
RIE
S
TRANSITION SECTION
VA
RIE
S
60" DIA.
12"
MIN.
12"
MIN.
48" DIA.
MANHOLE FRAME
& COVER
(AS SPECIFIED)
12"
MIN.
6"
PA
Y IT
EM
F
OR
V.F
. M
.H
.
BA
RR
EL
VA
RIE
S
60" DIA.
DIMENSIONS & REINFORCING
SHOWN ABOVE
MANHOLE SLAB TOP
TO BE DESIGNED TO
MEET LOAD CONDITIONS
FLEXIBLE BUTYL RESIN SEALANT.
ONE RING INSIDE AND ONE RING
PLACED OUTSIDE AT ALL MANHOLE
BARREL JOINTS AND ONE RING AT
MANHOLE FRAME & COVER.
3.
2.
NOTES:
1.
*NOTE:
IF THIS DIMENSION IS LESS THAN
3'-3" USE A PRECAST CONCRETE
SLAB TOP SHOWN BELOW
PRECAST CONCRETE MANHOLE
SECTIONS SHALL CONFORM TO
ASTM C478, LATEST REVISION.
WATERPROOF EXTERIOR
SURFACE WITH TWO COATS
BITUMASTIC MATERIAL OR
COAL TAR SOLUTION. 8 MILS
PER COAT.
7'-0" DIA.
#4 @ 12"
2- #4
RING
BARS
(TYP.)
60" DIA.
SEWER
PIPE
#4 @ 12"
#4 @ 12"
DIA. VARIES
SEWER
PIPE
24" MIN.
PRECAST CONCRETE MANHOLEFOR SEWERS 36" - 42"
(CAST-IN-PLACE BOTTOM)
Not to Scale
PLUM BOROUGH
PB-033ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
POLYPROPYLENE
PLASTIC
3"
SECTION A
5/8"
11/16"
A
1 1/4"
A
1 1/4"
1"
1 1/2"
1"
12"
NO. 3 DEFORMED
BAR
10"
9 1/2"
1 1/4"
3/4"
1"
1"
1. STEPS GROUTED IN PLACE
2. INSTALL STEPS ON 12" C:C
NOTES:
1"
POLYPROPYLENE PLASTICMANHOLE STEP
Not to Scale
PLUM BOROUGH
PB-034ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
7
5
8
"
8"
7
5
8
"
28
3
4
"
31"
28
3
4
"
27"
7"
1
3
8
"
1
3
8
"
2"
3
4
"
3
8
'
2"
1
3
8
"
3
8
"
1
2
"
3
0
°
1
3 4
"
7
8
"
Ø
NOTE:
STANDARD MANHOLE, FRAME 8 COVER LOCATED IN STREETS SHALL
BE SUPPLIED BY EAST JORDAN IRON WORKS OR APPROVED EQUAL
STORM SEWER MANHOLE COVER AND FRAME
SELF-SEALING
CONTINUOUS
GASKET
COVER SECTION
FRAME SECTION
FRAME PLANCOVER PLAN
1"
3
4
"
4" 29"
37
1
2
"
4"
PLUM BOROUGH
PB-035ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. Not to Scale
STORM SEWER MANHOLECOVER AND FRAME
ADOPTED: JANUARY 2018
1'-0" 4'-0" 1'-0"
7 1/2"
5 1/2"
6'-0"
3 3/4"
7 1/2"
4"
7/8' DIA. HOLE
7/8' DIA. HOLE
LONGITUDINAL
REINFORCEMENT
2 - 3/8" REBAR
ELEVATION ENDVIEW
PLAN VIEW
NOTE: RUBBERIZED CURB MAY BE
SUBSTITUTED FOR CONCRETE AT THE
DISCRETION OF THE BOROUGH ENGINEER.
REINFORCED CONCRETEWHEEL STOP
Not to Scale
PLUM BOROUGH
PB-036ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
4'-0"
3'-6"
7'-6"
8'-0"'
1"
6"
2'-0" DIA. CONC.
FILL PIPE WITH CONCRETE.
ROUND OFF TOP.
8" DIA. STL. PIPE
SHOP PAINT - ONE COAT ZINC
CHROMATE PRIMER. FIELD PAINT -
ONE COAT SAFETY YELLOW
NOTE:
DO NOT USE FORMS. POUR
AGAINST UNDISTURBED EARTH.
GRADE LINE
UBOLT FOR CHAIN CONNECTION
(WHERE REQUIRED)
BOLLARD
Not to Scale
PLUM BOROUGH
PB-037ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
6"
L
NOTE:
CROSS CUT
1/4" PROJECTION
24" M
IN
. #6 R
EB
AR
C
R/R SPIKE OR 5/8" REBAR
3'-0"
-6" CLAY PIPE TO BE FILLED WITH
CLASS "B" CONCRETE.
-PRECAST CONCRETE MONUMENTS
MAY BE SUBSTITUTED FOR CLAY PIPE
WHEN APPROVED BY BOROUGH
ENGINEER
MONUMENTS TO BE INSTALLED IN SUBDIVISIONS AT
LOCATIONS DESIGNATED BY BOROUGH ORDINANCE OR AS
DESIGNATED BY BOUROUGH ENGINEER, WITHIN THE STREET
RIGHT-OF-WAY 5'-0" OFF THE PROPERTY LINE
SURVEY MONUMENTDETAIL
Not to Scale
PLUM BOROUGH
PB-038ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC. ADOPTED: JANUARY 2018
ROCK SUMP
4'
DE
PT
H
PLAN VIEW
SECTION
OUTFLOW PIPEDETAIL
12" MIN
W
LOCATION OF OUTFLOW OR
OVERFLOW PIPE.
WRAP ENTIRE TRENCH IN CLASS 1 GEOTEXTILE
18" PERFORATED
VERTICAL DISTRIBUTION
PIPE (SEE NOTE 1)
4" PVC
INFLOW
PIPE
18" CAP FLUSH WITH
FINISHED GRADE
SURFACE GRADE
4" PVC
INFLOW PIPE
SET PIPE IN
CONCRETE BASE
12" MINIMUM
THICKNESS
18" PVC
PERFORATED
VERTICAL PIPE
(SEE NOTE 1)
4"x 4"x 4"
PVC WYE
4" PVC
1
4
" GALVANIZED WIRE
MESH SECURED AROUND
CAP END WITH NYLON TIE.
DRILL 1
1
2
" HOLE IN END
CAP PVC
45° ELBOW
SURFACE GRADE
4" PVC OUTFLOW PIPE
(SEE NOTE 2)
4" CAP FLUSH WITH
FINISHED GRADE
(SEE NOTE 2)
NOTES:
1. A MINIMUM OF 6 (
1
2
" Ø) PERFORATIONS PER 6-INCHES OF PIPE
EQUALLY SPACED IN AN OVERALL STAGGERED
CONFIGURATION.
2. IF THE OUTFLOW PIPE IS USED, IT MUST BE CONNECTED TO
AN APPROVED BOROUGH STORM WATER RUNOFF
CONVEYANCE SYSTEM. IF AN APPROVED DISCHARGE POINT IS
NOT AVAILABLE UPON RECOMMENDATION OF TOWNSHIP
ENGINEER, END CAP MAY BE REPLACED BY A SLOTTED CAP
FOR THE OVERFLOW OF SYSTEM PER THE OPTIONAL
OVERFLOW PIP DETAIL.
3. MINIMUM RATIO OF L:W IS 3:1 (L=3W).
4. VOLUME REQUIRED IS DETERMINED USING CHART ON PB-041.
5. SUMPS IN FILL AREAS ARE ONLY PERMITTED BY
RECOMMENDATION OF A SOILS ENGINEER.
SEE OUTFLOW
PIPE DETAIL
(SEE NOTE 2)
18" MIN
SURFACE GRADE
SLOTTED CAP FLUSH
WITH GROUND
OPTIONAL OVERFLOWPIPE DETAILS
(SEE NOTE 2)
1
4
" WIRE MESH
SECURED AROUND
CAP END WITH 1
1
2
"
HOLE DRILLED
5'
5'
NO. 3 STONE
4"x 4"x 4"
PVC WYE
OVERFLOW PIPE
L
(SEE NOTE 3)
(SEE NOTE 4)
(SEE NOTE 4)
(SEE NOTE 4)
4" MAX
ROCK SUMP DETAIL
Not to Scale PB-039ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC.
PLUM BOROUGH
ADOPTED: JANUARY 2018
500
400
300
200
100
0
600
700
0 1000 2000 3000 4000
EXAMPLE:
ROOF SIZE = 1500
STORAGE VOLUME = 223
BASED UPON: 25 YEAR, 1 HOUR STORM
Tc ˂ 5 MINUTES
I= 7.15 in/hr
PRE-DEVELOPED C = 0.30
POST DEVELOPED C = 0.90
DETENTION TIME = 10 MIN
NOTE: SUMP TO BE FILLED WITH GRAVEL
HAVING A VOID CONTENT OF 40% OR MORE.
ROOF SIZE (SQUARE FEET)
ST
OR
AG
E V
OL
UM
E
(C
UB
IC
F
EE
T)
4000
800
ROCK SUMP STORAGE CHART
Not to Scale PB-040ENGINEERS CONSULTANTS SURVEYORS
R.F. MITALL & ASSOCIATES, INC.
PLUM BOROUGH
ADOPTED: JANUARY 2018