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


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


100% OF THE DEREMINED



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



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



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









ALLEY PAVINGDETAIL

Not to Scale

PLUM BOROUGH



SLOPE AS N

ECESSARY TO ALLOW

STORM WATER R

UNOFF PER S

ITE

DESIGN W

ITHOUT PONDIN

G

CLASS 4 TYPE B









BINDER COURSE 3" (19mm) 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



R

5

3

.

0

'

50.0'

24.0'

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

'



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



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


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

'



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

'



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.


WHEN PRACTICAL

LOCATION TO BE

CENTERED ON THE LOT

LINE OR AS DIRECTED BY

THE BOROUGH.


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



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



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



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



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



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



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



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.



OR GRAVEL. NO SLAG

WILL BE PERMITTED



OR GRAVEL. NO SLAG

WILL BE PERMITTED

2% SLOPE


RESIDENTIAL

5'-0"

2% SLOPE


RESIDENTIAL

2% SLOPE

SIDEWALK DETAILS

Not to Scale

PLUM BOROUGH



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



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



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



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



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



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



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



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



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



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



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



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



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



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



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



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






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)


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.


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






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)


A BITUMASTIC JOINT SEALER, ONE

RING PLACED INSIDE AND ONE RING



MANHOLE FRAME AND COVER.


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



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



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)


ONE RING INSIDE AND ONE RING



MANHOLE FRAME & COVER.

3'-3 1/2"


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


ONE RING INSIDE AND ONE RING



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



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



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


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



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



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



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


R.F. MITALL & ASSOCIATES, INC.

PLUM BOROUGH


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


R.F. MITALL & ASSOCIATES, INC.

PLUM BOROUGH


PLUM BOROUGH INDEX · pb-018 roadway design criteria pb-019 type 'm' inlet pb-020 type c precast...

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Transcript of PLUM BOROUGH INDEX · pb-018 roadway design criteria pb-019 type 'm' inlet pb-020 type c precast...