Attachment E – Construction Plan title sheet description sheet(s) project coordinates sheet index...

Attachment E – Construction Plan

1

TITLE SHEET

DESCRIPTION SHEET(S)

PROJECT COORDINATES

SHEET INDEX

INDEX MAP

LEGEND

SHEET BREAK

INDEX MAP

0 200 400 FEET

SCALE

SR 1010 C

ONSTR �

SR 1006 CONSTR �

(STUMP RD)SR 10

10

LE

XI

NG

TO

N

DR

TH

E

LA

NE

OL

D

DU

RH

AM

RD

SR

041

3

LIMIT OF WORK

PLAN SHEETS

LOCATION MAP

GENERAL NOTES

1

2

3

3

4

17

SR 1006OL

D E

AST

ON R

D

RD

CO

NN

EC

TO

RO

LD

EA

ST

ON

LN

PO

TT

ER

S

LN

PO

TT

ER

S

OL

D E

AST

ON

RD

28

29

30

31 32

33

34

2526 27

LIMIT OF WORK

LIMIT OF WORK

R=1300’

R=9000’R=2000’

R=2500’

R=900’R=10000’

PROPERTY ADDRESSPROPERTY OWNER

5428 STUMP RDMATTHEW & KATHRYN ALDERFER

5442 STUMP RDMARY OHARA

5465 STUMP RDMICHAEL MULLEN

5472 STUMP RDDUANE & LYNN FOLEY

5486 STUMP RDHELEN LOVETT

5526 STUMP RDBRIAN JOHNSON

5538 STUMP RD

5556 STUMP RDRICHARD MCNUTT

5568 STUMP RDGEORGE & ANNA WEBSTER

5582 STUMP RDMARY LAURIHA

5598 STUMP RDMILTON & ELIZ LINDE

5616 STUMP RDKYRLE FRYLING

5642 STUMP RDFRANK & SYLVIA FRANKENFIELD

5670 STUMP RDGEORGE WORSTER

5686 STUMP RDVIRGINIA DEMARCO

KIM HENDRICK

GEOFFREY BRAY (ACCESS OWNER) THE LANE

SR 1006

5700 STUMP RDJOHN & DOROTHY FAHIE

5718 STUMP RDMARK FIELDS

5732 STUMP RDTHOMAS & DEBORAH OTT

5734 STUMP RDJAMES & SANDRA ZWEITZIG

5748 STUMP RDGERRY GULD

5766 STUMP RDCAROL KLECKLER

5786 STUMP RDWENDELL & JOAN WILL

5822 STUMP RDJOHN & KATHLEEN KIRLEW

5842 STUMP RDJACK SMITH

5878 STUMP RDANNE EDSTROM

DERRICK & DIANA SIMMONS

HANS SCHMITZ

PHIL & KAREN SNYDER

NORMAN & BARBARA GREB

ROBERT & BETTY ANN MAHLER

DANIEL & JANICE CHRISTANSEN

4314 DANBORO-POINT PLEASANT PIKE






PROPERTY OWNER PROPERTY ADDRESSROUTE

SR 1010

ROUTE

SR 1010

35

5SEQUENCE OF CONSTRUCTION

MISCELLANOUS DETAILS

SUMMARY SHEET

TABULATION SHEETS

LIMIT OF WORK

2

0.7 MILES

SR 0611

0.1 MILES

BURNT HOUSE HILL RD

0.3 MILES

SR 0611 (DANBORO-POINT PLEASANT PIKE)

PROPERTY OWNERS

6REFERENCE CIRCLES

25-35

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1006 SEC DRG

SEG 0160 OFF 3226

STA 201+50.00

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1006 SEC DRG

SEG 0170 OFF 1236

STA 216+25.00

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1010 SEC DRG

SEG 0070 OFF 3554

STA 120+08.00

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1010 SEC DRG

SEG 0060 OFF 0578

STA 66+05.00

NOTE: PROPERTY ADDRESS SHOWN ON PLAN SHEETS.

PLAN SHEET

START WORK

SR 1010 SEC DRG

SEG 0060 OFF 0628

STA 66+55.00

STOP WORK

SR 1010 SEC DRG

SEG 0070 OFF 3529

STA 119+83.00

START WORK

SR 1006 SEC DRG

SEG 0160 OFF 3276

STA 202+00.00

STOP WORK

SR 1006 SEC DRG

SEG 0170 OFF 1186

STA 215+75.00

7-16

18-24

5361 STUMP RD

5396 STUMP RDMORRIE BREYER

JOSEPH HEVENER

5628 STUMP RD

5629 STUMP RD

GEORGE & JUNE KULL

JOSEPH LEE

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n10:

49:

40

AM

5/

11/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Ri

nde

x01.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

120

115

110

105

1009590

85

80

7570

65

200 205 210 215 220

48"

48"

3

LIST OF STATION EQUALITIESTABULATION OF OVERALL LENGTH

TABULATION OF CONSTRUCTION LENGTH

OWNERSYMBOL ADDRESS REPRESENTATIVE TELEPHONE

PUBLIC UTILITIES

TABULATION OF SEGMENT EQUALITIES

S

CUBIC YARDS OF EXCAVATION

1

CLASS

1A

CLASS

1B

CLASS

2

CLASS

4

CLASSEXCAVATION

OF BORROW

CUBIC YARDS

BORROW

OF SELECT

CUBIC YARDS

WASTE

YARDS OF

CUBIC

1 0 0 0

ESTIMATE. DO NOT USE AS A WAIVER OF ANY PROVISIONS OF THE SPECIFICATIONS AND CONTRACTS.

THE INFORMATION ON ESTIMATED AMOUNTS OF EARTHWORK HAS BEEN USED IN THE PRELIMINARY

EARTHWORK SUMMARY ENTIRE PROJECT

0 0

NONE

LEGENDLOCATION MAP

RIVER/CREEK

MUNICIPAL BOUNDARY

LIMIT OF WORK

JAMES NAPOLEON

STATE ROUTE

LOCAL ROAD0 0.5 1 MILE

SCALE

LIMIT OF WORK

3**

CLASSEMBANKMENT*

COMPLETED

CUBIC YARDS OF

ROUTE STATION POINTCOORDINATES

BEARING

POT

POT

POT

CO

NS

TR �

SR

1006

SR

10

10

CO

NS

TR �

PC

PI

PT

PC

PI

PT

PI

PI

PC

PI

PT

PC

PI

PT

PC

PI

PT

PC

PI

PT

PI

PI

PI

PI

PI

N40°33’37"E

N57°42’30"E

N42°56’44"E

N41°59’49"E

N42°21’33"E

N51°06’21"E

N60°06’40"E

N56°03’02"E

N57°19’15"E

222+93.23

215+06.44

210+27.96

205+48.59

202+77.66

201+34.42

200+00.00

384344.9413

383720.9304

383339.7973

382951.9082

382733.5888

382616.5134

382505.7897

2698944.5103

2698465.2972

2698176.0124

2697894.3519

2697733.9012

2697651.3739

2697575.1640N34°32’21"E

N35°10’49"E

N36°18’49"E

N35°59’05"E

N37°11’56"E

N37°31’22"E

SUMMARY OF PROJECT COORDINATES

2. COORDINATES ESTABLISHED FROM COORDINATE GEOMETRY.

ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

1. FOUR (4) PLACE COORDINATES ARE FOR COMPUTATIONAL PURPOSES

NOTES:

0 CY PART OF LUMP SUM STRUCTURE ITEM**

INCLUDES ALL BORROW ITEMS*

W

E

T

413

611

CTV

BUCKS COUNTY WATER AND SEWER AUTHORITY 1275 ALMSHOUSE RD, WARRINGTON, PA 18976 (215)343-2538 x169

SR 1006 SEG 0170 OFF 0000 = STA 203+89.00

SR 1006 SEG 0160 OFF 3465 = STA 203+89.00

SR 1010 SEG 0070 OFF 3559 = STA 119+93.00

SR 1010 SEG 0060 OFF 1109 = STA 71+36.00

SR 1006 STA 201+50.00 TO STA 216+25.00 = 1,475.00 FT = 0.279 MI

SR 1010 STA 66+05.00 TO STA 120+08.00 = 5,403.00 FT = 1.02 MI

SR 1006 STA 202+00.00 TO STA 215+75.00 = 1,375.00 FT = 0.260 MI

SR 1010 STA 66+55.00 TO STA 119+83.00 = 5,328.00 FT = 1.009 MI

3

EU

G

PECO ENERGY

VERIZON PENNSYLVANIA LLCTU

TUCOMCAST CABLE COMMUNICATIONS INC 55 INDUSTRIAL DR, IVYLAND, PA 18974

LD PLUMSTEAD TOWNSHIP 5519 STUMP RD, PIPERSVILLE, PA 18947 PAM GRAVEL

PENNSYLVANIA ONE CALL SYSTEM, INC. (1-800-242-1776), SERIAL NUMBERS 20160140478, 20160140497, 20160140508, 20160140512 (DESIGN)

SR 1010

SR 1008

SR 1008

SR 1006

SR 1006

BU

CKI

NG

HA

M T

WP

PLUMSTEAD TWP

TWP

BE

DMI

NSTE

R

T389

T406

T384

SR 4091

T422

T404

T422

T413

T404

T397

T420

T390

T396

T390

T394

T403

T402

T392

T393

T393

T395

T373

(610)718-3570

LIMIT OF WORK LIMIT OF WORK

KEN POULTON (215)956-3263

1050 VIRGINIA DR, FLOOR 3, FORT WASHINGTON, PA 19034

TBD

VINCENT PAWLICKI (215)591-6306

KEVIN GUINTHER (215)591-6306

(215)766-0189

G1 TEXAS EASTERN/SPECTRA 560 POTTSTOWN PK, CHESTER SPRINGS, PA 19425 BOB YARMUSH (610)845-6701

EXELON CORP 3146 SANATOGA RD, POTTSTOWN, PA 19464 KEN SLOUGH

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1010 SEC DRG

SEG 0060 OFF 0578

STA 66+05.00

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1010 SEC DRG

SEG 0070 OFF 3554

STA 120+08.00

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1006 SEC DRG

SEG 0170 OFF 1236

STA 216+25.00

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1006 SEC DRG

SEG 0160 OFF 3226

STA 201+50.00

292 799 392 700

NORTH AMERICAN DATUM OF 1983 - NAD83 (2011)

BASED ON PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, (SOUTH ZONE),

2699953.9991

2699562.0512

2699468.7416

2699376.7818

2698919.1413

2698845.6251

2697868.7889

2698649.1671

2698512.6206

2698390.0415

2698112.6485

2697576.9343

2697113.1701

2696914.9268

2696621.5290

2696389.6646

2696310.2296

2696211.6690

2696125.9149

2695960.2265

2695832.7763

401052.5386

400801.1143

400741.2586

400679.3490

400371.2543

400321.7615

400277.5986

400208.8438

400130.3614

400031.4736

399807.6932

399375.5181

398866.9045

398649.4896

398323.6026

398074.4834

397989.1371

397926.8496

397872.6555

397767.9453

397619.0384

120+16.28

115+50.62

114+39.77

113+28.92

107+77.23

106+88.68

106+00.06

104+62.08

103+05.24

101+47.75

97+91.34

91+05.71

84+17.40

81+23.18

76+84.67

73+44.35

72+29.05

71+12.45

70+11.01

68+17.94

66+21.94

NORTH EAST

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n1

0:

49:

41

AM

5/

11/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rl

ocate.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

4

1-800-2

42-17

76

PE

NNS

YLV

ANI

AONE CALL

SY

STE

M,IN

C.

ST

OP-

CALL

BEFOREY

O

UDIG!

TRAFFIC CONTROL GENERAL NOTES

GENERAL NOTES

EROSION AND SEDIMENT POLLUTION CONTROL GENERAL NOTES

CONTROL GENERAL NOTES CONT’D

EROSION AND SEDIMENT POLLUTION

20160140512 (DESIGN)

SERIAL NOS. 20160140478, 20160140497, 20160140508,

PLUMSTEAD TOWNSHIP, BUCKS COUNTY

DESIGN PHASE - STOP CALL 811 OR 1-800-242-1776

FOR CONSTRUCTION PHASE AND 10 WORKING DAYS IN

PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE

CALL BEFORE YOU DIG

4

COORDINATE WORK ZONE SIGNING AND OPERATIONS WITH OTHER PROJECTS IN THE AREA.

CONCURRENCE FROM THE INSPECTOR-IN-CHARGE BEFORE INSTALLING ANY DEVICES.

USE THE APPLICABLE FIGURE FROM PUB 213 FOR WORK ZONE TRAFFIC CONTROL. OBTAIN

PERTAINING TO THIS PROJECT.

DURING CONSTRUCTION, WITHIN THE PROJECT CONTRACT, FOR ADDITIONAL INFORMATION

REFER TO SPECIAL PROVISION ITEM NO. 0901-0001 - MAINTENANCE AND PROTECTION OF TRAFFIC

THE DATE EACH AGENCY WAS NOTIFIED.

INSPECTOR-IN-CHARGE WITH A LISTING OF THE CONTACT PERSON, PHONE NUMBER AND

IMMEDIATELY AFTER COMPLETING NOTIFICATIONS, FURNISH THE PENNDOT

AND 610-205-6801, A MIMIMUM OF TWO WEEKS IN ADVANCE OF ALL TRAFFIC RESTRICTIONS.

CENTER) AND THE DISTRICT COMMUNITY RELATIONS COORDINATOR AT 610-205-6797

LOCAL POST OFFICES, THE PENNDOT PRESS OFFICE, TMC (TRAFFIC MANAGEMENT

THE CONTRACTOR IS TO NOTIFY LOCAL EMS UNITS, LOCAL SCHOOL DISTRICTS,

TO THE START OF WORK AND DAILY THEREAFTER.

THE INSPECTOR-IN-CHARGE WILL INSPECT ALL TRAFFIC CONTROL DEVICES PRIOR

DO NOT PLACE TAPE ON THE FACE OF ANY SIGN.

AS FIELD CONDITIONS DICTATE.

BACK OR FORWARD DUE TO INTERSECTING STREETS, DRIVEWAYS, ETC. AND/OR

ALL ADVANCE WARNING SIGNS AND TRAFFIC CONTROL DEVICES MAY BE ADJUSTED

DRIVEWAYS AND SIDE STREETS.

LOCATE ALL SIGNS SO THAT SIGHT DISTANCE WILL NOT BE OBSTRUCTED AT

ACCESS ROADS AND DRIVEWAYS ARE TO BE KEPT ACCESSIBLE AT ALL TIMES.

USE THE SAME TYPE OF CHANNELIZING DEVICE THROUGHOUT THE PROJECT.

ALL SIGNS TO BE IN NEW OR LIKE NEW CONDITION AND MAINTAINED AS SUCH.

PAVEMENT MARKINGS.

COVER OR REMOVE ALL SIGNS NOT IN USE AND ALL CONFLICTING SIGNS AND ALL CONFLICTING

AS SPECIFIED IN SECTION 901.3 OF PUBLICATION 408.

THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITIES

REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES.

IMMEDIATELY UPON COMPLETION OF THE WORK, REMOVE THE DEVICES. THE DEPARTMENT WILL

7. PENNDOT PUBLICATION NO. 236, SIGN HANDBOOK.

6. PENNDOT PUBLICATION NO. 408, SPECIFICATIONS.

5. PENNDOT PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15).

4. PA. CODE, TITLE 67, CHAPTER 212, OFFICIAL TRAFFIC CONTROL DEVICES.

3. PUBLICATION 213, WORK ZONE TRAFFIC CONTROL GUIDELINES.

2. FEDERAL HIGHWAY ADMINISTRATION, MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

1. THE SPECIAL PROVISIONS OF THE CONTRACT.

INDICATED ON THESE DRAWINGS, AND,

DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES IN ACCORDANCE WITH THE METHODS

FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES AND MAINTAIN TRAFFIC

CONSTRUCTION AND APPROACHING THE CONSTRUCTION AREA.

THE SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES WITHIN THE LIMITS OF

PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION.

THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION OF THE TRAVELING

AND THE INSPECTOR-IN-CHARGE.

ACCORDANCE WITH THE INSTRUCTIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION

PROJECT CONFORM WITH THE FOLLOWING GUIDELINES AS THEY ARE APPLICABLE AND IN

PENNSYLVANIA TO CONTROL EROSION, IT IS REQUIRED THAT THE CONTRACTOR FOR THIS

IN ACCORDANCE WITH THE CURRENT POLICIES AND PRACTICES IN THE COMMONWEALTH OF

ALL CURVE DATA IS BASED ON THE ARC DEFINITION UNLESS OTHERWISE INDICATED.

THERE ARE NO NAVIGABLE STREAMS WITHIN THE PROJECT LIMITS.

THE AVERAGE COMBINED SCALE FACTOR IS 0.99994082.

RIGHT-OF-WAY UNTIL SO ORDERED IN WRITING BY THE ENGINEER.

WORK. DO NOT PERFORM WORK EXCEPT THAT WHICH IS WITHIN THE HIGHWAY

THE DEPARTMENT RESERVES THE RIGHT TO ELIMINATE ANY OR ALL OF THIS

(GEOID12A).

THE VERTICAL CONTROL IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 - NAVD 88

SYSTEM, (SOUTH ZONE), NORTH AMERICAN DATUM OF 1983 - NAD83 (2011).

THE HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA STATE PLANE COORDINATE

BASED ON FIELD CONDITIONS OR AS DIRECTED.

SUBSURFACE UTILITY LOCATIONS. ADDITIONAL UTILITY TEST HOLES MAY BE REQUIRED

UTILITY TEST HOLE LOCATIONS HAVE BEEN IDENTIFIED FOR THE PUPROSE OF LOCATING

GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

SUBSURFACE UTILITY STRUCTURES SHOWN ON THE PLANS, NOR DOES THE DEPARTMENT

THE DEPARTMENT DOES NOT GUARANTEE THE ACCURACY OF THE LOCATIONS OF THE EXISTING

FOR PLUMSTEAD TOWNSHIP, BUCKS COUNTY.

PA ONE CALL SYSTEM, INC., PHONE 8-1-1 OR 1-800-242-1776, SERIAL NO. ___________

THREE (3) WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE

TC-8717 JUN 13, 2013TC-8600 JUN 13, 2013RC-75M JUN 1, 2010

RC-73M JUN 1, 2010RC-72M JUN 1, 2010RC-70M JUN 1, 2010



DETAILS, OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS:

PUBLIC RECORD OF ANY OTHER WIDTH.

BASED ON THE ACT OF MAY 1, 1933, P.L. 103, SECTION 1105, AS AMENDED. THERE IS NO

THE LEGAL RIGHT-OF-WAY ON SR 1006, FROM STA 201+50.00 TO STA 216+25.00, IS 33 FEET,

PUBLIC RECORD OF ANY OTHER WIDTH.

BASED ON THE ACT OF MAY 1, 1933, P.L. 103, SECTION 1105, AS AMENDED. THERE IS NO

THE LEGAL RIGHT-OF-WAY ON SR 1010, FROM STA 66+05.00 TO STA 120+08.00, IS 33 FEET,

DEPARTMENT OF TRANSPORTATION.

THE CONTRACTOR MUST FIRST GET WRITTEN APPROVAL FROM THE PENNSYLVANIA

SHOULD THE CONTRACTOR CHOOSE TO DEVIATE FROM THE APPROVED E&S BMPS ON THE PLAN,

ACCORDANCE WITH APPENDIX A OF THE DEPARTMENTS POLICY MANAGEMENT OF CLEAN FILL.

IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN

SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE,

INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF A REGULATED

DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY

TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF

HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL

ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE

INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS,

WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS:

ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED TO DETERMINE IF THE FILL MATERIALS ASSOCIATED

RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL.

OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE

SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS

ANY PLACEMENT OF CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED

PROCESSED FOR RE-USE.)

(THE TERM USED ASPHALT DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN

MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED.

SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE

AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS

SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT,

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT,

ENSURE THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.

THE SITE.

WILL PROVIDE TO THE DEPARTMENT A DUE DILIGENCE FORM FOR ALL MATERIAL THAT COMES ONTO

EXCESS MATERIAL THAT WILL NEED TO BE EXPORTED TO AN OFF-SITE LOCATION. THE CONTRACTOR

THE DEPARTMENT WILL PROVIDE TO THE CONTRACTOR A COMPLETED DUE DILIGENCE FORM FOR

VIOLATION.

CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH

PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY

AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW

PENALTIES BEING INSTITUTED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION

TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL

FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF

DURING THE REMOVAL OR CONVERSION OF THE BMPS.

CONVERT THEM TO PERMANENT PCSM BMPS. IMMEDIATELY STABILIZE ALL AREAS DISTURBED

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, REMOVE TEMPORARY E&S BMPS OR

THE PA DEP SOUTHWEST REGIONAL OFFICE.

PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY

ENSURE THAT E&S BMPS REMAIN FUNCTIONAL UNTIL ALL AREAS TRIBUTARY TO THEM ARE

SLIDING, OR OTHER MOVEMENTS.

ENSURE THAT CUT AND FILL SLOPES ARE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING,

ACCELERATED EROSION AND SEDIMENTATION.

WITH AN ACCEPTABLE BEST MANAGEMENT PRACTICE (BMP) WHICH PERMANENTLY MINIMIZES

PERMANENT VEGETATIVE COVER HAS BEEN ACHIEVED OR THE DISTURBED AREA IS COVERED

DISTURBED AREAS SHALL BE CONSIDERED PERMANENTLY STABILIZED WHEN A UNIFORM 70%

IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

SPECIFICATIONS. STABILIZE THOSE AREAS THAT WILL NOT BE REACTIVATED WITHIN ONE YEAR

ACTIVATED WITHIN ONE YEAR IN ACCORDANCE WITH THE TEMPORARY STABILIZATION

OR PROTECTIVE BLANKETING. STABILIZE AREAS NOT AT FINISHED GRADE THAT WILL BE RE-

IN ANY AREA OR SUB-AREA OF THE PROJECT. DURING NON-GERMINATING MONTHS, APPLY MULCH

STABILIZE ALL DISTURBED AREAS IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE

STORM SEWER, OR SURFACE WATER.

IN THIS PLAN. DO NOT WASH, SHOVEL, OR SWEEP THE SEDIMENT INTO ANY ROADSIDE DITCH,

CONSTRUCTION SITE BY THE END OF EACH WORKDAY AND DISPOSE OF IN THE MANNER DESCRIBED

RETURN SEDIMENT THAT IS TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK TO THE

DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED.

MAINTAIN A LOG ON SITE SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY

RE-GRADING, RE-SEEDING, RE-MULCHING AND RE-NETTING.

REMEDIAL MAINTENANCE WORK IMMEDIATELY, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT,

INSPECT ALL E&S BMPS ACCORDING TO THE IMR SCHEDULE. PERFORM ALL PREVENTATIVE AND

AT THE SITE.

SPRINKLE OR APPLY DUST SUPPRESSOR OR OTHERWISE KEEP DUST WITHIN TOLERABLE LIMITS

PUMP WATER FROM WORK AREA(S) ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN.

THE SITE.

COUNTY CONSERVATION DISTRICT, AND FULLY IMPLEMENT THE PLAN PRIOR TO ACTIVATING

OBTAIN E&S PLAN APPROVAL FOR ALL OFF-SITE WASTE AND BORROW AREAS FROM THE BUCKS

MATERIALS, WASTES, OR UNUSED BUILDING MATERIALS AT THE SITE.

SEQ., 271.1, AND 287.1 ET. SEQ. DO NOT BURN, BURY, DUMP, OR DISCHARGE ANY BUILDING

ACCORDANCE WITH PA DEP’S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET

REMOVE ALL BUILDING MATERIALS AND WASTES FROM THE SITE AND RECYCLE OR DISPOSE OF IN

FROM THE REMOVAL OF EXISTING DRAINAGE STRUCTURES.

CONSTRUCTION WASTES ANTICIPATED FOR THIS PROJECT ARE CONCRETE, STEEL AND PAVEMENT

THE DEPARTMENT IN ACCORDANCE WITH PUBLICATION 408, SPECIFICATIONS, SECTION 110.02.

IF UNFORESEEN CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY

PLACE STOCKPILES NO GREATER THAN 35 FEET IN HEIGHT WITH SLOPES NO STEEPER THAN 2H:1V.

AS DESCRIBED IN THIS PLAN.

SPECIFIED BY THE CONSTRUCTION SEQUENCE HAVE BEEN INSTALLED AND ARE FUNCTIONING

GRUBBING, AND TOPSOIL STRIPPING UNTIL THE E&S BEST MANAGEMENT PRACTICES (BMPS)

THE CONSTRUCTION SEQUENCE. DO NOT COMMENCE GENERAL SITE CLEARING,

LIMIT CLEARING, GRUBBING, AND TOPSOIL STRIPPING TO THOSE AREAS DESCRIBED IN

KEEP A COPY OF THE APPROVED DRAWINGS AT THE PROJECT SITE AT ALL TIMES.

WORK RESTRICTIONS

JUNE 20 TO AUGUST 30

THE FOLLOWING DATES:

WORK ON SR 1006 (DANBORO-POINT PLEASANT PIKE) IS PROHIBITED OUTSIDE OF

6-01010

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n\

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notes.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

5

PRE-CONSTRUCTION

BMP INSPECTION, MAINTENANCE, AND REPAIR (IMR) SCHEDULE

BMP INSPECTION MAINTENANCE REPAIR

CONCRETE WASHOUT (CW) BEFORE EACH USE

TO A FUNCTIONAL CONDITION.

RETURNING THE FACILITIES

HARDENED CONCRETE AND

REMOVING AND DISPOSING OF

WASHOUT SHOULD INCLUDE

MAINTAINING CONCRETE

COMPOST FILTER SOCK HEIGHT.

FREEBOARD OF HALF THE

CAPACITY WITH A MINIMUM

PROVIDE ADEQUATE HOLDING

DIMENSIONS SHOWN IN THE DETAIL.

OR IMPERVIOUS LINING TO

WASHOUT COMPOST FILTER SOCK

REPLACE DAMAGED CONCRETE

(PWFB)

PUMPED WATER FILTER BAG

START OF PUMPING

DAILY AND PRIOR TO THE

INTO OPERATION.

OR ANOTHER BAG OR HOSE IS PLACED

UNTIL THE PROBLEM IS CORRECTED

IMMEDIATELY AND DO NOT RESUME

PUMP AND THE BAG, CEASE PUMPING

WITH A PWFB OR HOSE BETWEEN THE

UPON DETECTION OF ANY PROBLEM

PRODUCTS (RECP)

ROLLED EROSION CONTROL

RUNOFF EVENT

WEEKLY AND AFTER EACH NONE

WITH AN APPROPRIATE RECP.

IF SO, RE-SEED AND STABILIZE

LIKELY TO HAPPEN AGAIN.

IF CONCENTRATED FLOW IS

IF WASHOUTS OCCUR, EVALUATE

RUNOFF EVENT

WEEKLY AND AFTER EACHROCK BARRIER

THE ROCK BARRIER

REACHES � THE HEIGHT OF

REMOVE SEDIMENT WHEN IT

REQUIRED DIMENSIONS.

IMMEDIATELY REPAIRED TO THE

ROCK BARRIER SHOULD BE

IF ERODED OR CLOGGED, THE

OR BAG IS DAMAGED, REPLACE BAG.

DUE TO SEDIMENT ACCUMULATION

AND DESIGN FLOW RATE IS REDUCED

BAG IS FULL. IF LESS THAN � FULL,

(PER RC-75M DETAIL), REPLACE WHEN

THE BAG IS PLACED ON #57 STONE

SEDIMENT FOR VEGETATED AREAS. IF

REPLACE BAG WHEN IT IS � FULL OF

CROSS PIPE CONSTRUCTION

SEQUENCE OF CONSTRUCTION

DRIVEWAY PIPE CONSTRUCTION

DITCH CLEANING CONSTRUCTION

SWALE CONSTRUCTION

EROSION CONTROL PRODUCTS (RECPS) AS INDICATED.

STABILIZE SWALE USING SEEDING AND SOIL SUPPLEMENTS AND ROLLED D.

APPLICABLE, AS INDICATED ON PLAN.

DURING EXCAVATION REMOVE EXISTING DRAINAGE STRUCTURE, AS C.

THE VEGETATED CHANNEL AS INDICATED ON THE PLAN.

WORKING FROM DOWNSTREAM TO UPSTREAM, BEGIN CONSTRUCTION OF B.

INSTALL ROCK BARRIERS AS INDICATED.A.

STEPS BELOW.

CONSTRUCT VEGETATED CHANNELS AS INDICATED ON THE PLAN AND PER THE 1.

TRAFFIC OPERATION.

REMOVE THE TRAFFIC CONTROL PATTERN AND RESTORE THE ROADWAY TO NORMAL6.

SEEDING, MULCHING, LINING AND INLET/OUTLET PROTECTION AS INDICATED.

CONSTRUCTION INCLUDING THE PROPOSED DRIVEWAY MATERIAL, GRADING,

CONSTRUCT THE PROPOSED PIPE. BACKFILL THE EXCAVATION AND COMPLETE5.

EXCAVATE AND REMOVE THE EXISTING PIPE (IF PRESENT).4.

INSTALL E&SPC BMPS AS INDICATED.3.

UTILIZING ADDITIONAL FLAGGERS AS REQUIRED.

PATA FIGURE 107 OR 202. MAINTAIN ACCESS TO ALL RESIDENTIAL DRIVEWAYS

MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN ALTERNATING DIRECTIONS UTILIZING2.

THE PROPOSED PIPE.

NOTIFY THE PROPERTY OWNER AT LEAST 2 DAYS PRIOR TO CONSTRUCTING1.

CONTROL MULCH BLANKET (ECMB) AS INDICATED.

STABILIZE DITCHES USING SEEDING AND SOIL SUPPLEMENTS AND EROSION D.

DITCHES.

DETAIL SHEET 15 TO ENSURE POSITIVE DRAINAGE FLOW IN CLEANED OUT

WORKING FROM DOWNSTREAM TO UPSTREAM, USE INVERTS PROVIDED ON C.

THE END OF EACH WORKING DAY.

DO NOT COMPLETE MORE DITCH CLEANING THAN CAN BE STABILIZED BY B.

CLEANING AT THE LOCATIONS INDICATED.

ON A DAY WHEN RAIN IS NOT FORECAST FOR 24 HOURS, BEGIN DITCH A.

STEPS BELOW.

COMPLETE DITCH CLEANING AS INDICATED ON THE PLAN AND PER THE 1.

5

DURING NON-GERMINATING MONTHS AND WINTER SHUT DOWN.

IS NEEDED, APPLY FORMULA E. REFER TO GENERAL NOTE 15 FOR STABILIZATION

PROTECTED WITH EROSION CONTROL MULCH BLANKET. IF TEMPORARY STABILIZATION

ALL OTHER AREAS WITH FORMULA D; SLOPES 1V:3H OR STEEPER WILL BE

PLAN. UNLESS OTHERWISE NOTED, STABILIZE ALL LAWN AREAS WITH FORMULA B;

SOIL SUPPLEMENTS AND MULCH PROTECTION ARE ALSO PROVIDED PER THE E&SPC

ALL REFERENCES TO STABILIZATION BY SEEDING IMPLY THAT THE APPROPRIATEF.

iii.FAX/EMAIL THE MODIFIED SEQUENCE TO THE DEPARTMENT

OR INITIALS WHEN AN INSPECTOR ARRIVES AT THE SITE.

MODIFY THE E&SPC PLAN (RED LINE THE DRAWING) AND GET A SIGNATUREii.

OBTAIN VERBAL APPROVAL FROM THE DEPARTMENTi.

PRIOR TO IMPLEMENTATION. THE STEPS TO COMMUNICATE CHANGES ARE AS FOLLOWS:

DEVIATION FROM THE SEQUENCE REQUIRES WRITTEN APPROVAL FROM THE DEPARTMENTE.

APPROVAL, PROCEED ACCORDING TO NOTE B.

WITH THE ENGINEER AND DISTRICT ENVIRONMENTAL MANAGER. UPON REVIEW AND

BMP SEQUENCE. COORDINATE ANY/ALL PROPOSED CHANGES TO THE APPROVED PLAN

PROCEED WITH ALL EARTH DISTURBANCE ACTIVITIES IN ACCORDANCE WITH THED.

20160140508 AND 20160140512 FOR PLUMSTEAD TOWNSHIP, BUCKS COUNTY.

UNDERGROUND UTILITIES AND REFERENCE SERIAL NOS. 20160140478, 20160140497,

ONE CALL SYSTEM INC AT 1-800-242-1776 FOR THE LOCATION OF EXISTING

EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, NOTIFY THE PENNSYLVANIA

AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES ORC.

DISTURBANCE ACTIVITIES.3 DAYS PRIOR TO PROCEEDING WITH THE BULK EARTH

STABILIZATION OF ALL PERIMETER SEDIMENT CONTROL BMPs AND AT LEAST

PROVIDE NOTIFICATION TO THE DEPARTMENT UPON INSTALLATION OR B.

MEETING.

DEPARTMENT’S REPRESENTATIVE TO AN ON-SITE PRE-CONSTRUCTION

(INCLUDING CLEARING AND GRUBBING), INVITE ALL CONTRACTORS AND THE

AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIESA.

TRAFFIC OPERATION.

REMOVE THE TRAFFIC CONTROL PATTERN AND RESTORE THE ROADWAY TO NORMAL11.

LINING AND INLET/OUTLET PROTECTION AS INDICATED.

PROPOSED PAVEMENT, PAVEMENT MARKINGS, GRADING, SEEDING, MULCHING,

BACKFILL THE EXCAVATION AND COMPLETE CONSTRUCTION INCLUDING THE 10.

THE PROPOSED PIPE AS INDICATED.

CONSTRUCT THE PROPOSED INLET (IF PRESENT), THE REMAINING PORTION OF9.

THE EXISTING PIPE (IF PRESENT) AND TEMPORARY PIPE CAP.

EXCAVATE AND REMOVE THE EXISTING INLET AND REMAINING PORTION OF8.

MODIFY THE TRAFFIC CONTROL PATTERN TO ACCESS THE ALTERNATE LANE.7.

BACKFILL THE EXCAVATION AND CONSTRUCT THE PROPOSED PAVEMENT AS INDICATED.6.

PIPE. TEMPORARILY CAP THE END OF THE PIPE.

CONSTRUCT THE PROPOSED INLET (IF PRESENT) AND A PORTION OF THE PROPOSED5.

(IF PRESENT).

EXCAVATE AND REMOVE THE EXISTING INLET AND A PORTION OF THE EXISTING PIPE4.

INSTALL E&SPC BMPS AS INDICATED.3.

ADDITIONAL FLAGGERS AS REQUIRED.

PATA FIGURE 107, 109 OR 110. MAINTAIN ACCESS TO ALL DRIVEWAYS UTILIZING

MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN ALTERNATING DIRECTIONS UTILIZING2.

DO NOT COMPLETE WORK ON A DAY WHERE RAIN IS FORECAST.

REMOVE ONLY ENOUGH PIPE THAT CAN BE REPLACED WITHIN ONE (1) WORKING DAY.

OF THE SYSTEM AND WORK TOWARDS THE INLET OR UPSTREAM END OF THE SYSTEM.

TO CONSTRUCT THE CROSS PIPE, BEGIN AT THE OUTLET OR DOWNSTREAM END1.

IF A UTILITY CONFLICT IS ANTICIPATED AS A RESULT OF A TEST HOLE.

BEFORE CONSTRUCTING RELATED IMPROVEMENTS. NOTIFY THE DEPARTMENT

COMPLETE UTILITY TEST HOLES AT LOCATIONS INDICATED ON THE PLAN3.

DURING THE PRE-PROJECT EVALUATION.

INSTALL PROTECTIVE FENCING AROUND SENSITIVE AREAS IDENTIFIED 2.

PRIVATE PROPERTY TO WHAT IS SHOWN ON THE PLAN.

ROADWAY TO THE EXTENT PRACTICABLE TO LIMIT DISTURBANCE ON

THE LIFE OF THE PROJECT. WORK SHOULD BE PERFORMED FROM THE

AREAS WITHIN THE PROJECT LIMITS SHOULD NOT BE DISTURBED DURING

PERFORM A PRE-PROJECT SITE EVALUATION AND DETERMINE IF THERE ARE1.

6-01010

35OF

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Deli

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Roa

dwa

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nstr

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on

Pla

n\

CN

ST

Rse

que

nce.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

6

REFERENCE CIRCLES

SPIKE

18.65’ LT

STA 204+68.18

SR 1006

TRAVERSE POINT #1

ROAD SIGN

OLD EASTON

7.

5’

18.4’

6’ BOLLARD

REBAR

HW

10.4’

4.1’

STOP SIGN

29.4’

29.72’ RT

STA 216+74.38

SR 1006

TRAVERSE POINT #3

FACE OF CURB

REBAR

73.1’

21.59’ LT

STA 211+53.53

SR 1006

TRAVERSE POINT #2

PECO 68087A

ROAD SIGN

OLD EASTON 7.7’

EDGE OF PAVE

1.1’

ED

GE

OF P

AVE

LT14.09’

STA 66+88.69

SR 1010

TRAVERSE POINT #11

BTCO 26-1

9.8’

34.9’

3.4’

REBAR

NO #

PECO

BTCO 58-1

BTCO 59

4.1’

58.3’91

.1’

EDGE OF

PAVE

REBAR

14.52’ LT

STA 113+94.22

SR 1010

TRAVERSE POINT #12

21.4’

BTCO 701-65

9.3’

11.7’

CONC PAD W/ EL BOX

WESTERLY CORNER OF

TRAFFIC SIGNAL BASE

WESTERLY BOLT ON

12.99’ RT

STA 120+61.01

SR 1010

TRAVERSE POINT #13

REBAR

2697831.7090TP#1 204+68.18 382898.1570

TP#2 211+53.53 383452.8793 2698234.7333

TP#3 216+74.38 383836.0228 2698591.1498

NO

POINT

TP#11 66+88.69 397678.3153 2695867.2395

18.65’ LT

21.59’ LT

29.72’ RT

14.09’ LT

TP#12 14.52’ LT 400727.7391 2699423.0412113+94.22

TP#13 120+61.01 12.99’ RT 401065.7550 2699998.6660

SPIKE

REBAR

REBAR

REBAR

REBAR

REBAR

COORDINATESROUTE STATION DESCRIPTIONOFFSET

EASTNORTH

6

CO

NS

TR �

SR

10

06

CO

NS

TR �

SR

10

10

2. COORDINATES ESTABLISHED FROM COORDINATE GEOMETRY.

ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

1. FOUR (4) PLACE COORDINATES ARE FOR COMPUTATIONAL PURPOSES

NOTES:

SUMMARY OF PROJECT COORDINATES

NORTH AMERICAN DATUM of 1983 - NAD83 (2011)

BASED ON PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, (SOUTH ZONE),

6-01010

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Deli

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Roa

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Co

nstr

ucti

on

Pla

n\

CN

ST

Rrefcircles.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

7

PAVEMENT

EXISTING

PAVEMENT

EXISTING

VARIES

PIPE (SIZE VARIES)

SEE RC-30M

BACKFILL

TRENCH

VARIES

PAVEMENT DEPTH

MATCH EXISTING

6" (MIN) DEPTH OR

REPLACEMENT,

LIMIT OF BASE

PAVEMENT RESTORATION FOR CROSS PIPE PLACEMENTNOT TO SCALE

1’-0" 1’-0"

MATERIAL

SUITABLE

MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH SRL-H

WMA WEARING COURSE, PG 64-22, 0.3 TO < 3

SUPERPAVE ASPHALT MIXTURE DESIGN,

(DEPTH VARIES)

MILLION ESALS, 25.0 MM MIX

WMA BASE COURSE, PG 64-22, 0.3 TO < 3

SUPERPAVE ASPHALT MIXTURE DESIGN,

BASE REPLACEMENT.

THE DEPTH OF SUBBASE WITHIN THE LIMITS OF THE

PAVEMENT IS GREATER THAN THAT SHOWN, INCREASE

THE CONTRACTOR. IF ACTUAL EXISTING ROADWAY

DEPTHS AND ACTUAL DEPTHS SHALL BE ACCEPTED BY

ASSOCIATED WITH DIFFERENCES BETWEEN THE LISTED

PURPOSES ONLY. ANY RISK OF UNANTICIPATED COSTS

3. THE DEPTHS OF MATERIALS SHOWN ARE FOR DESIGN

409.3(k).

SURFACES AS PER PUBLICATION 408, SECTION

2. PREPARE EXPOSED VERTICAL AND HORIZONTAL

OF PUBLICATION 408.

1. CONSTRUCT IN ACCORDANCE WITH SECTION 316

NOTES:

540

545

550

555555

540

545

550

555555

IN-1

STA 66+59.91, OFF 23.74 LT

MANHOLE FRAME AND COVER

STANDARD INLET BOX, </= 10’

TG = 547.8

INV (N) = APPROX. 545.61 (EX 18" RCP)

INV (S) = 545.61 (EX 15" SLCPP)

MATCH EXISTING GRADE

HORIZONTAL

VERTICAL

0 25 50 FEET

0 5 10 FEET

SCALE

SR 1010 OUTFALL STA 66+59.90 LT

535

540

545

550

555555

535

540

545

550

555555

MITER PIPE ENDS TO SLOPE

INV = 544.30 INV = 544.16

@ 0.36%

38 LF 15" SLCPP

HORIZONTAL

VERTICAL

0 25 50 FEET

0 5 10 FEET

SCALE


EXISTING GROUND

EXISTING GROUND

MISCELLANEOUS DETAILS

(APPROXIMATE LOCATION)

8" SANITARY FORCE MAIN


6" SANITARY FORCE MAIN ABANDONED

7

ROUTE

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

STATION UTILITY

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

NOTE: LOCATIONS OF UTILITY TEST HOLES ARE APPROXIMATE

ITEM NO. 9000-0003 (UTILITY TEST HOLE)

UTILITY TEST HOLE LOCATIONS

SR 1006

SR 1006

SR 1006

204+79.50, RT SEWER

206+27.20, RT SEWER

207+18.00, RT SEWER

SR 1006 207+77.40, RT SEWER

SR 1006 214+09.80, RT GAS AND SEWER

SR 1006 214+37.20, RT COMMUNICATION

SR 1006 215+08.30, RT GAS

73+29.50, RT SEWER

74+41.30, RT SEWER

77+06.50, RT SEWER

78+10.50, RT GAS

78+37.50, RT GAS

78+55.40, RT GAS

78+88.10, RT GAS

SR 1010 79+80.50, LT WATER

SR 1010 79+80.20, LT SEWER

SR 1010 79+81.60, LT SEWER

SR 1010 79+84.50, LT SEWER

80+69.80, RT SEWER

81+98.70, RT SEWER

83+74.10, RT SEWER

84+82.70, RT COMMUNICATION

86+22.00, RT SEWER

87+74.30, RT SEWER

90+23.90, RT SEWER

91+30.90, RT SEWER

97+23.20, RT SEWER

98+23.50, RT SEWER

99+07.40, RT SEWER

100+80.40, RT SEWER

102+50.40, RT SEWER

103+39.50, RT SEWER

103+52.70, RTSR 1010 ELECTRIC AND COMMUNICATION

SR 1010 104+89.50, RT ELECTRIC AND COMMUNICATION


SR 1010 107+21.40, RT SEWER

SR 1010 107+91.60, RT SEWER


SR 1010 109+26.60, RT COMMUNICATION


25.0 MM MIX (TYP)

0.3 TO < 3 MILLION ESALS,

WMA BASE COURSE, PG 64-22,

ASPHALT MIXTURE DESIGN,

ARE INCIDENTAL TO SUPERPAVE

VERTICAL SURFACE WITH PG 64-22

SAWCUT, EXCAVATE AND PAINT

SR 1010 84+00.00, LT SEWER

6-01010

35OF

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12:

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P:\

110

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9

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umstea

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CA

DD\

Deli

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ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rdetail

00.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

8

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

rb

urr

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12:

03:

47

PM

5/

11/

20

16

P:\

110

19\

WO

9

Pl

umstea

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To

wns

hi

p

H&

H

St

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y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rdetail

01.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

525

530

535

540

545

550550

525

530

535

540

545

550550

INV = 535.00

520

525

530

535

540540

520

525

530

535

540540


520

525

530

535

540540

520

525

530

535

540540

INV = 528.05

INV = 530.20

GRADE

MATCH EXISTING I-5629

STA 92+69.16, OFF 14.78 LT



TG = 532.5

INV (N) = 529.70 (PIPE DESIGN #2)

INV (S) = 529.90 (PIPE DESIGN #4)

@ 2.78%

60 LF PIPE DESIGN #2

31LF PIPE DESIGN #3 @ 0.98%

MITER PIPE END TO SLOPE

HORIZONTAL

VERTICAL

0 25 50 FEET

0 5 10 FEET

SCALE


HORIZONTAL

VERTICAL

0 25 50 FEET

0 5 10 FEET

SCALE


HORIZONTAL

VERTICAL

0 25 50 FEET

0 5 10 FEET

SCALE


HORIZONTAL

VERTICAL

0 25 50 FEET

0 5 10 FEET

SCALE






GROUND

EXISTING

GROUND

EXISTING

GROUND

EXISTING


INV = 535.75 @ 1.28%

59 LF 15" SLCPP




MAKEUP PIPELINE

48" LIMERICK GENERATING STATION



INV = 531.25

35 LF PIPE DESIGN #4 @ 2.88%





INV = 530.25

GROUND

EXISTING


8

525

530

535

540540

525

530

535

540540

0 1 2 3

I-SE-8-6

STA 84+00.18, OFF 12.93 RT

TYPE M CONCRETE TOP UNIT AND GRATE


TG = 533.15

INV (N) = 531.07 (14" X 23" RCP)

IN-LEXN

STA 84+06.49, OFF 13.24 LT



TG = 534.00

INV (S) = 530.82 (14" X 23" RCP)

INV (E) = 530.62 (PIPE DESIGN #2)TO SLOPE

MITER PIPE END

INV = 530.25IMPACT TO SEWER MAIN

EXISTING INLET TO AVOID

MATCH INVERT TO






25 LF 14" X 23" RCP @ 1.00%

9

520

525

530

535

540540

520

525

530

535

540540


INV = 529.45

INV = 529.65

ENDWALL

TYPE D

515

520

525

530

535535

515

520

525

530

535535

38 LF 14" X 23" RCP @ 0.53%

INV = 523.70

INV = 522.25



HORIZONTAL

VERTICAL

0 25 50 FEET

0 5 10 FEET

SCALE


HORIZONTAL

VERTICAL

0 25 50 FEET

0 5 10 FEET

SCALE

SR 1010 OUTFALL STA 119+70.80 RT









GROUND

EXISTING

GROUND

EXISTING


96-01010

35OF

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02.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

10

OR EARTH DRIVES

EXISTING GRAVEL

EXISTING EDGE OF ROAD

VARIES

B

B

VARIES

A

A


NOT TO SCALE

SEE TABLE FOR LOCATIONS

FOR PIPE PLACEMENT

RESTORATION OF PAVED DRIVEWAYS

BITUMINOUS DRIVES

EXISTING

EXISTING EDGE OF ROAD

EXISTING DRIVES

VAR WIDTH OF

EXISTING DRIVES

VAR WIDTH OF

MATERIAL

BITUMINOUS

PLAN VIEW

PLAN VIEW

ROUTE

(IN)

15

15SR 1010

SR 1010

15SR 1010

15SR 1010

16SR 1010

15SR 1010

15SR 1010

16SR 1010

16SR 1010

15SR 1010

15SR 1010

15SR 1010

15SR 1010

15SR 1006

15SR 1006

18SR 1006

15SR 1006

VARIES

SEE RC-30M

BACKFILL

TRENCH

SAWCUT (TYP)

MATERIAL

SUITABLE

NO

NO

NO

NO

NO

NO

NO

NO

(FT) (%)

PAVED DRIVEWAYS

SIZE

PIPE

TYPE

PIPELENGTH

PIPE

SLOPE

PIPEDOWNSTREAM

INVERTSTATIONSTATION INVERT

UPSTREAM

UNPAVED DRIVEWAYS

23

21

20

31

16

33

28

26

41

29

69

31

25

20

21

53

33

15SR 1010

16SR 1010

16SR 1010

15SR 1010

15SR 1010

15SR 1010

15SR 1010

15SR 1010

15SR 1010

NO

NO

NO

21

21

34

25

19

31

24

26

36

ROUTE

(IN) (FT) (%)

SIZE

PIPE

TYPE

PIPELENGTH

PIPE

SLOPE

PIPEDOWNSTREAM

INVERTSTATIONSTATION INVERT

UPSTREAM

SECTION A-A

NOT TO SCALE

SEE TABLE FOR LOCATIONS

VARIES

PIPE (SIZE VARIES)

SEE RC-30M

BACKFILL

TRENCH

2’-0"

MATERIAL

SUITABLE

SECTION B-B

FOR PIPE PLACEMENT

RESTORATION OF UNPAVED DRIVEWAYS

BASE REPLACEMENT.








SURFACES AS PER PUBLICATION 408, SECTION 409.3(k).


SECTION 316.

1. CONSTRUCT IN ACCORDANCE WITH PUBLICATION 408,

NOTES:

BASE REPLACEMENT.








SURFACES AS PER PUBLICATION 408, SECTION 409.3(k).


SECTION 316.

1. CONSTRUCT IN ACCORDANCE WITH PUBLICATION 408,

NOTES:

MATERIAL

EXISTING

MATERIAL

EXISTING

MATERIAL DEPTH, 5" MAX)

SURFACING (MATCH EXISTING

SELECTED MATERIAL

2’-0"Do

2’-0" 2’-0"Do

PAVEMENT

EXISTING

PAVEMENT

EXISTING

15SR 1006

15SR 1006

40

28

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

YES

DIP

DIP

DIP

DIP

DIP

539.55 539.40

543.05 542.9573+86.60, RT 74+08.90, RT

74+41.20, RT 74+61.30, RT542.50 542.40

75+52.90, RT 75+72.70, RT541.90 541.75

78+03.40, RT 78+34.00, RT539.00 538.90

82+95.90, RT 83+11.40, RT533.06 533.0

82+57.70, RT 82+77.80, RT533.20 533.08

77+56.40, RT 77+76.70, RT

531.62 85+26.80, RT85+59.30, RT 531.50

86+93.20, RT 531.87 86+65.40, RT 531.81

88+06.40, RT 532.09 87+81.00, RT 532.04

531.30 93+87.70, RT94+28.00, RT 531.22

96+31.50, RT 530.80 96+60.00, RT 530.74

96+80.40, RT 530.69 97+48.90, RT 530.55

89+23.50, RT 532.10 89+57.30, RT 532.03

90+69.00, RT 531.10 90+94.10, RT 531.00

529.94 529.83

530.73 530.64

DSGN 2

493.60 493.50

494.40 494.20

495.00 494.47

500.00 499.75

97+74.20, RT 530.51 97+93.20, RT 530.47

530.04 529.97

529.84 529.79

530.20 530.10

527.83 527.75

492.45 492.30

495.51 495.41

0.45

0.50

0.76

0.33

0.39

0.37

0.22

0.20

0.20

0.21

0.20

0.37

0.36

0.51

0.95

1.01

0.77

0.74

0.60

0.21

0.40

0.21

0.23

0.21

0.39

0.22

0.38

0.36

103+44.20, RT

106+53.90, RT

205+75.30, RT

206+71.50, RT

211+38.30, RT

214+13.10, RT

103+14.00, RT

106+78.40, RT

205+55.80, RT

206+50.50, RT

210+85.60, RT

213+80.80, RT

*

DEPRESSED

PIPE

*

DEPRESSED

PIPE

101+31.80, RT

102+26.20, RT

104+75.80, RT

112+10.20, RT

204+64.60, RT

209+90.40, RT

101+62.20, RT

102+50.40, RT

104+50.00, RT

112+46.10, RT

204+24.70, RT

210+18.00, RT

EXIST

EXIST

EXIST

EXIST

EXISTING DEPTH, 3" MIN)

ESALS, 25.0 MM MIX (MATCH

PG 64-22, < 0.3 MILLION

DESIGN, WMA BASE COURSE,

SUPERPAVE ASPHALT MIXTURE

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

DSGN 1

10

SURFACING

SELECTED MATERIAL

SR 1010 108+71.60, RT 529.50 108+91.90, RT 529.45 15 21 0.25 YES

SURFACING)

(INCIDENTAL TO SELECTED MATERIAL

SUBBASE (NO.2A), AS REQUIRED

< 0.3 MILLION ESALS, 25.0 MM MIX (TYP)



ARE INCIDENTAL TO SUPERPAVE

VERTICAL SURFACE WITH PG 64-22

SAWCUT, EXCAVATE AND PAINT

< 0.3 MILLION ESALS, 25.0 MM MIX)



(INCIDENTAL TO SUPERPAVE

SUBBASE (NO.2A), AS REQUIRED

PIPE (SIZE VARIES)

SELECTED MATERIAL SURFACING)

EXCAVATION (INCIDENTAL TO

#EX

#EX - USE 15" PIPE PROVIDED BY PROPERTY OWNER

DIP - DUCTILE IRON PIPE

EXIST - USE EXISTING PIPE

DESIGN NO. 1 & 2 - SEE TABULATION SHEETS

* PIPE INVERT DEPRESSED 3" BELOW DITCH GRADE

#EX

SR 1010 69+52.61, RT 545.50 545.30 15 DSGN 1 40 0.50 NO69+92.24, RT

15SR 1010 40530.70 92+19.28, RT91+79.35, RT 530.55 0.38DSGN 1 NO

6-01010

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03.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

11


IMR INFORMATION

REPAIR:

MAINTENANCE:

INSPECTION:

DISCHARGE HOSE

CLAMPS

INTAKE HOSEPUMP

AREA

VEGETATED

WELL

SIDE VIEW

NOT TO SCALE

FLOW

IS REQUIRED

ONLY WHEN LEVELING

AGGREGATE TO BE USED

NO. 57 COARSE

DISCHARGE HOSE

METAL CLAMPS

FASTENED WITH

AND SECURELY

MANUFACTURER

AS SPECIFIED BY

HOSE TO BE INSERTED

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

PUMP

INTAKE HOSE

CLAMPS

SEWN IN SPOUT

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

STRAPS

HEAVY DUTY LIFTING

NOT TO SCALE

TOP VIEW

ITEM NO. 0855-0004 (REPLACEMENT PUMPED WATER FILTER BAG)

ITEM NO. 0855-0003 (PUMPED WATER FILTER BAG)


BAG IS DAMAGED, REPLACE BAG.

DUE TO SEDIMENT ACCUMULATION OR

AND DESIGN FLOW RATE IS REDUCED

BAG IS FULL. IF LESS THAN � FULL,

(PER RC-75M DETAIL), REPLACE WHEN

THE BAG IS PLACED ON #57 STONE

SEDIMENT FOR VEGETATED AREAS. IF

REPLACE BAG WHEN IT IS � FULL OF

OPERATION.

ANOTHER BAG OR HOSE IS PLACED INTO

UNTIL THE PROBLEM IS CORRECTED OR

IMMEDIATELY AND DO NOT RESUME

AND THE BAG, CEASE PUMPING

A PWFB OR HOSE BETWEEN THE PUMP

UPON DETECTION OF ANY PROBLEM WITH

PUMPING

DAILY AND PRIOR TO START OF

BACK INTO WORK OR ACCESS AREAS OF THE PROJECT.

8. DO NOT PERMIT DISCHARGE FROM THE BAG TO DRAIN

SEDIMENT.

NOT CUT FILTER BAG OR DISTRIBUTE AND SEED

WITH THE SPECIFICATIONS IN PUBLICATION 408. DO

FILTER BAGS. RESTORE THE AREA IN ACCORDANCE

7. REMOVE AND PROPERLY DISPOSE OF THE PUMPED WATER

EACH.

A FAILURE. THE ADDITIONAL BAGS WILL BE PAID AS

CAPACITY HAS BEEN FILLED AND/OR WHEN THERE IS

6. REPLACE THE BAG WHEN 50% OF THE SEDIMENT

5. DO NOT INSERT MORE THAN ONE HOSE INTO A BAG.

FOR MAINTENANCE AND REMOVAL PURPOSES.

4. LOCATE BAG IN AN AREA ACCESSIBLE BY EQUIPMENT

COURSE OR A WELL VEGETATED AREA.

A STABLE EROSION RESISTANT RECEIVING WATER

GEOTEXTILE (CLASS 4, TYPE A) LINED FLOW PATH TO

VEGETATED AREA IS NOT AVAILABLE, PROVIDE A

ONTO A STABLE, EROSION RESISTANT AREA. WHEN

3. LOCATE BAG IN A WELL VEGETATED AREA. DISCHARGE

NO. 57 COARSE AGGREGATE TO LEVEL THE BAG.

WHEN LEVEL AREAS ARE NOT AVAILABLE, PLACE

2. LOCATE BAG IN LEVEL AREAS (LESS THAN 5% GRADE).

MANUFACTURER’S MAXIMUM, WHICH EVER IS LESS.

WATER FILTER BAG IS 750 G.P.M. OR � THE

1. MAXIMUM PUMPING RATE FOR THE PROPOSED PUMP

NOTES:

2

1

2

1

B

AA

B

GROUND

OR FINISHED

GROUND LINE

EXISTING

AT THE CENTER OF FLOW LINE

BARRIER TO A 6" DEPRESSION

TAPER TOP OF ROCK

CHANNEL CAPACITY

D= DEPTH OF WATER AT

D/2

12"

CHANNEL BOTTOMFLOW

12" MIN

D=

36" (

MA

X)

D/2

REPAIR:

MAINTENANCE:

INSPECTION:

IMR INFORMATION

TO THE REQUIRED DIMENSIONS.

ROCK BARRIER SHOULD BE IMMEDIATELY REPAIRED

IF THE ROCK HAS BEEN ERODED OR CLOGGED, THE

SEE NOTE 1

WEEKLY AND AFTER EACH RUNOFF EVENT

ROCK BARRIER

ROUTE

NUMBER

BARRIER

ROCK

STATION

(FT)

DEPTH (D)

CHANNEL

SECTION B-BSECTION A-A

PLAN VIEW

CHANNEL INVERT

TOP OF BANK

ROCK, CLASS R-4

NOT TO SCALE

NOT TO SCALE NOT TO SCALE

AGGREGATE

NO. 57 COARSE

AREAS WITH GROUND CONTACT.

2. PROVIDE GEOTEXTILE, CLASS 4, TYPE A ALONG ALL INTERFACE

MANNER.

STONE. REMOVE AND DISPOSE OF SEDIMENT IN AN APPROVED

THE HEIGHT OF THE ROCK BARRIER. REPLACE CLOGGED FILTER

1. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES ONE-HALF

NOTES:

2

ITEM NO. 4856-0001 (ROCK BARRIER)

2

2

2

2

2

3

4

5

6

72+16, LT

79+73, LT

84+60, LT

102+52, LT

119+47, RT

NOT TO SCALE

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

116-01010

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04.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

12

GROUND LINE

EXISTING

GROUND LINE

EXISTING

EXISTING GROUND LINE

SOIL

WITH SURFACE, SEE NOTE 1

WITH PROPER CONTACT

ROLLED EROSION CONTROL PRODUCTS

SURFACE

ROLLED EROSION CONTROL PRODUCTS AND

TO PROVIDE CONTINUOUS CONTACT BETWEEN

REMOVE OBSTRUCTIONS AND FILL VOIDS

WITH SURFACE, SEE NOTE 1

WITHOUT PROPER CONTACT

ROLLED EROSION CONTROL PRODUCTS

VOID

SOIL

2’-0" - 3’-0"

MATERIAL

EMBANKMENT

12"

4"

4"

SEE ANCHOR DETAILS

ANCHORS (TYP)

PRODUCT, AS INDICATED


2’-0" - 3’-0"

12"

6"

12"

3"

MATERIAL

EMBANKMENT

3’-0"

3’-

0"

6’-

0"

3’-0"

3’-

0"

6’-

0"

ANCHORS (TYP)

4’-

0"

4’-

0"2’-

0"

3’-0"

1’-6"

3’-0"

1’-6"

1’-

6"

3’-

0"

3’-

0"

ROLLED EROSION CONTROL PRODUCTS (RECP)

ANCHOR PATTERNS FOR SLOPES

PLACE 2 ANCHORS/SY

1H:1V OR STEEPER

ANCHOR PATTERN FOR

(INCLUDING 3H:1V)

BETWEEN 3H;1V AND 2H:1V

ANCHOR PATTERN FOR SLOPES

PLACE 1� ANCHORS/SY

PLACE 2� ANCHORS/SY

PLACE 1 ANCHORS/SY

SLOPES FLATTER THAN 3H:1V

ANCHOR PATTERN FOR

FIGURE 2

CONTINUOUS CONTACT

FIGURE 1

LACK OF CONTINUOUS CONTACT

TYPICAL SLOPE CROSS SECTION

IMR INFORMATION

REPAIR:

MAINTENANCE:

INSPECTION:

RECOMMENDED BY THE MANUFACTURER.

INSTALLATION PROCEDURE AS

UTILIZING A HIGH SHEAR STRESS

STABILIZE WITH AN APPROPRIATE RECP

HAPPEN AGAIN. IF SO, RE-SEED AND

CONCENTRATED FLOW IS LIKELY TO

IF WASHOUTS OCCUR, EVALUATE IF

NONE

WEEKLY AND AFTER EACH RUNOFF EVENT

PUBLICATION 408, SECTION 806.2(d).

2. PROVIDE ANCHORING DEVICES IN ACCORDANCE WITH

AND THE SOIL.

BETWEEN THE ROLLED EROSION CONTROL PRODUCTS

1. ESTABLISH AND MAINTAIN CONTINOUS CONTACT

NOTES:

(INCLUDING 2H:1V)

BETWEEN 2H:1V AND 1H:1V

ANCHOR PATTERNS FOR SLOPES


NOT TO SCALE

ITEM NO. 0806-0051 (EROSION CONTROL MULCH BLANKET)

ITEM NO. 0806-0055 (TURF REINFORCEMENT MAT)

126-01010

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05.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

13

IMR INFORMATION

REPAIR:

MAINTENANCE:

INSPECTION:

RECOMMENDED BY THE MANUFACTURER.

INSTALLATION PROCEDURE AS

UTILIZING A HIGH SHEAR STRESS

STABILIZE WITH AN APPROPRIATE RECP

HAPPEN AGAIN. IF SO, RE-SEED AND

CONCENTRATED FLOW IS LIKELY TO

IF WASHOUTS OCCUR, EVALUATE IF

NONE

WEEKLY AND AFTER EACH RUNOFF EVENTSEE DETAIL A

EMBANKMENT MATERIAL (TYP)EMBANKMENT MATERIAL (TYP)

EMBANKMENT MATERIAL (TYP)

MATERIAL (TYP)

EMBANKMENT


GROUND LINE

EXISTING

WIDTH, AS INDICATED

FLOW

FLOW

FLOW

AS REQUIRED

ANCHOR PATTERN,

AS REQUIRED

ANCHOR PATTERN,

~

~


DETAIL A

TERMINAL ANCHOR TRENCH

SEE NOTE 3

INTERMITTENT CHECK SLOT

SEE NOTE 2

INITIAL ANCHOR TRENCH

SEE NOTE 1

CHANNEL CROSS SECTION

TYPICAL TRAPEZOIDAL

CROSS SECTION

TYPICAL V-DITCH


1’-

0"

6"

(SEE NOTE 4)

2’-0" TO 3’-0"

END

UPSTREAM

SEE DETAIL A

END

DOWNSTREAM

4"

4"

12"

(SEE NOTE 4)

2’-0" TO 3’-0"

6"

6"

4"

4"

3"

4"

4"

3"

1’-0"

6"

BACKFILL

COMPACTED

1’-

0"

OF PUBLICATION 408.

6. PROVIDE ANCHORING DEVICES IN ACCORDANCE WITH SECTION 806.2(d)

5. PLACE 2� ANCHORS/SY.

THE CREST OF CHANNEL SIDE WHENEVER POSSIBLE.

4. EXTEND ROLLED EROSION CONTROL PRODUCTS 2’-0" TO 3’-0" ABOVE

SEPARATION FROM THE SOIL.

SMOOTHLY ONTO THE ROLLED EROSION CONTROL PRODUCTS WITHOUT

THE WIDTH OF THE CHANNEL TO ENSURE WATER FLOW TRANSITIONS

3. EXCAVATE TERMINAL ANCHOR TRENCH 1’-0" DEEP AND 6" WIDE ACROSS

EROSION CONTROL PRODUCTS.

FROM BEING TRANSPORTED DOWNSTREAM BENEATH THE ROLLED

OF THE ROLLED EROSION CONTROL PRODUCTS TO PREVENT LOOSE SOIL

THE WIDTH OF THE CHANNEL AT 25’-0" TO 30’-0" ALONG THE LENGTH

2. EXCAVATE INTERMITTENT CHECK SLOT 6" DEEP AND 6" WIDE ACROSS

EROSION CONTROL PRODUCTS.

THE WIDTH OF THE CHANNEL TO PREVENT UNDERMINING OF THE ROLLED

1. EXCAVATE INITIAL ANCHOR TRENCH 1’-0" DEEP AND 6" WIDE ACROSS

NOTES:


NOT TO SCALE



FOR ANCHOR PATTERN

SEE SHEET 12

ANCHOR (TYP),

FOR ANCHOR PATTERN

SEE SHEET 12

ANCHOR (TYP),

FOR ANCHOR PATTERN

SEE SHEET 12

ANCHOR (TYP),

136-01010

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06.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

14

FLOW DIRECTION

EDGE OF CHANNEL

INSTALLATION DIRECTION

CHANNEL

FLOW DIRECTION

EDGE OF CHANNEL


FLOW DIRECTION

(SEE SHEET 2)

PANEL OVERLAPEDGE OF CHANNEL


SEE SHEET 2

OVERLAP (TYP)

PRODUCTS PANEL #4


PRODUCTS PANEL #3


PRODUCTS PANEL #1


PRODUCTS PANEL #5


PRODUCTS PANEL #6


PRODUCTS PANEL #7


PRODUCTS PANEL #2


ROLLED EROSION CONTROL PRODUCTS PANELS 1, 2 & 3

ROLLED EROSION CONTROL PRODUCTS PANELS 5, 6 & 7

ROLLED EROSION CONTROL PRODUCTS PANEL 4

INSTALLATION FOR CHANNEL BENDS



NOT TO SCALE



20 97 90 0.10 8.5

FORMULA B (LAWN AREAS)

OF THE TOTAL RYEGRASS COMPONENT.

IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY EXCEEDING 50%

PERENNIAL RYEGRASS MIXTURE (LOLIUM PEREENE). A COMBINATION OF

30 97 85 0.10 12.5

SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA OR

50 97 80 0.15 21.0

OF THE TOTAL BLUEGRASS COMPONENT.

IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY EXCEEDING 50%

KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A COMBINATION OF

FORMULA AND SPECIESWEIGHT

% BY

PURITY

MINIMUM %

GERMINATION WEED SEED

MAX %

LBS PER 1000 SY

SEEDING RATE

60 96 85 0.10 30.0

FORMULA D (ALL OTHER AREAS)

TALL FESCUE (FESTUCA ARUNDINACEA VAR. KENTUCKY 31)

SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA OR 30 97 85 0.10 15.0

10 95 90 0.10 5.0ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

FORMULA E

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

(TEMPORARY)

95 90 0.10 10.0100

10.0 TOTAL

SEEDING SCHEDULE

MULCHING PER 1000 SY SOIL SUPPLEMENTS PER 1000 SY

61 LBS31-0-0 IBDU FERTILIZER

OR AS DIRECTED

50 TO 59 LBS32-0-0 TO 38-0-0 SULFUR COATED UREA FERTILIZER

OR

50 LBS38-0-0 UREAFORM FERTILIZER

140 LBS10-20-20 ANALYSIS COMMERCIAL FERTILIZER

800 LBSPULVERIZED AGRICULTURAL LIMESTONE

SUPPLY MULCH OR PROTECTIVE BLANKETING WHEN SEEDING CANNOT BE ACCOMPLISHED IN THESE TIME FRAMES.

FORMULA E - MARCH 15 TO OCTOBER 15

FORMULA D - MARCH 15 TO JUNE 1, AUGUST 1 TO OCTOBER 15

FORMULA B - MARCH 15 TO JUNE 1, AUGUST 1 TO OCTOBER 15

SPREAD SEEDS WITHIN THE FOLLOWING DATES, OR AS OTHERWISE INDICATED OR DIRECTED.

SPREAD SEEDS WHERE INDICATED AND AT THE RATES SPECIFIED IN ABOVE TABLE, OR AS OTHERWISE INDICATED.

42.0 TOTAL

50.0 TOTAL

PENNDOT SEEDING FORMULAS

1000 SYNETTING

(BINDERS AND NETTING)

1200 LBSSTRAW

ITEM NO. 0805-0050 (MULCH CONTROL NETTING)

ITEM NO. 0805-0022 (MULCHING - STRAW)

ITEM NO. 0804-0014 (SEEDING - FORMULA E)

ITEM NO. 0804-0013 (SEEDING AND SOIL SUPPLEMENTS - FORMULA D)

ITEM NO. 0804-0011 (SEEDING AND SOIL SUPPLEMENTS - FORMULA B)

AS INDICATEDLINING,

GROUND

EXISTING

LINING LEGEND

ID

LININGPENNDOT DESCRIPTION

(ECTC) TYPE

TECHNOLOGY COUNCIL

EROSION CONTROL

2.CEROSION CONTROL MULCH BLANKET

5.A

ECMB

TURF REINFORCEMENT MATTRM

ROUTEDEPTH

LININGID

CHANNELSTATION WIDTH

BOTTOM

SLOPE

SIDE

(FT) (FT) Z1 Z2

VEGETATED CHANNEL LINING LOCATIONS

BOTTOM WIDTH

Z2

1

Z1

DEPTH

1

B SR 1006 214+12 TO 215+76, RT 0 1.3 3 3

C SR 1010 0 1.3 2 2

D SR 1010 0 1.0 3 4

E SR 1010 4 2 2

G SR 1010 119+49 TO 119+71, RT 0 2 2

71+12 TO 72+15, LT

79+77 TO 79+80, LT

84+55 TO 84+62, LT

TRM, FORMULA B

TRM, FORMULA B

ECMB, FORMULA D

ECMB, FORMULA D

2 TRM, FORMULA D

2

CONTROL PRODUCTS DETAIL.

EQUAL OR GREATER THAN DEPTH AND PER THE ROLLED EROSION

NOTE: WATER COURSE LINING WILL BE INSTALLED TO A DEPTH

CHANNEL SECTION

LOOKING UPSTREAM

VEGETATED CHANNEL

NOT TO SCALE




ITEM NO. 0804-0013 (SEEDING AND SOIL SUPPLEMENTS - FORMULA D)

ITEM NO. 0804-0011 (SEEDING AND SOIL SUPPLEMENTS - FORMULA B)

14

INVERT

UPSTREAM

INVERT

DOWNSTREAM

(FT)(FT)

502.55 500.00

544.16 542.60

535.00 532.50

530.25 527.50

522.25 520.40

6-01010

35OF

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DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

15


ROUTE STATION

~

GROUND

EXISTING

SECTION VIEW

(IN)CLASS

ROCK,THICKNESS

ROCK

LENGTH

APRON

WIDTH

APRON

(FT)

NOT TO SCALE

TREATMENT

END

POSSIBLE BASED ON SITE CONDITIONS.

2. SLOPE SHOULD BE LEVEL OR AS CLOSE TO LEVEL AS REASONABLY

GROUND CONTACT.

1. PROVIDE GEOTEXTILE MATERIAL ALONG ALL INTERFACE AREAS WITH

NOTES:

APRON LENGTH

ROCK, AS INDICATED

SEE NOTE 2

TYPE B

GEOTEXTILE, CLASS 2,

ROCK THICKNESS

TURF REINFORCEMENT MAT (TRM) INSTALLATION

TURF REINFORCEMET MAT (TRM)

FINAL GRADED AND DRESSED SOIL SURFACE

THE MAT VOIDS. SEE NOTE 4.

SPREAD �" TO 3/4" OF TOPSOIL INTO

MULCH AND BINDER

NOT TO SCALE



ITEM NO. 0802-0001 (TOPSOIL FURNISHED AND PLACED)

5. MULCH AREA WITH DESIGNATED MULCH AS SPECIFIED IN SECTION 805.3.

PROTECTS AGAINST EROSION UNTIL VEGETATION IS ESTABLISHED.

REMOVE EXCESS TOPSOIL SO THAT THE MAT MATRIX IS EXPOSED AND

ON MAT. WORK SOIL INTO MAT VOIDS TO COMPLETELY FILL MAT MATRIX.

4. AFTER SEEDING, UNIFORMLY PLACE �" TO �" OF APPROVED TOPSOIL

MIXTURE INTO MAT MATRIX IN ACCORDANCE WITH SECTION 804.3.

3. AFTER MAT INSTALLATION, BROADCAST DESIGNATED SEED FORMULA

STAPLES OR ANCHORING PINS FLUSH WITH SOIL SURFACE.

FOLLOW INSTALLATION DIRECTIONS OF MAT MANUFACTURER. DRIVE

WITH THE SOIL SURFACE. USE APPROPRIATE ANCHORING DEVICES AND

STRETCHING, TO CONFORM TO THE SHAPE OF AND BE IN UNIFORM CONTACT

2. UNROLL, PLACE, AND ANCHOR MAT EVENLY AND SMOOTHLY, WITHOUT

PREVENT THE MAT FROM LYING IN DIRECT CONTACT WITH SOIL.

SURFACES TO BE FREE OF ROCKS OR OTHER OBSTRUCTIONS THAT

PERMANENT SEEDING AS SPECIFIED IN SECTION 804.3. SOIL

1. PREPARE FINAL GRADED AND DRESSED SOIL SURFACES TO RECEIVE

NOTES:

PIPE INLET OR OUTLET PROTECTION

NOT TO SCALE

ITEM NO. 0850-0032 (ROCK, CLASS R-4)

ITEM NO. 0212-0003 (GEOTEXTILE, CLASS 2, TYPE B)

OUTLET

INLET OR

18R-4

18R-4

18R-4

18R-4

18R-4

18R-4

18R-4

SR 1006

SR 1010

203+72, RT INLET 3 4.5

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

71+00, RT INLET 2 3.75

79+80, RT INLET 3 3.75

84+58, RT INLET 4.5 4.5

92+68, RT INLET 3 3.75

102+78, RT INLET 5 4.5

119+79, LT INLET 3 3.75

GROUND

EXISTING

CHANNEL SECTION

LOOKING UPSTREAM

ROUTE

SR 1006

SR 1006

SR 1006

SR 1006

SR 1006

SR 1006

SR 1006

UPSTREAM

STATION INVERT

204+25, RT

205+56, RT

206+51, RT

208+30, RT

209+69, RT

213+81, RT

STATION INVERT

203+63, RT

204+65, RT

205+75, RT

206+73, RT

209+90, RT

210+78, RT

212+49, RT

210+18, RT

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

68+92, RT

69+92, RT

71+10, RT

73+04, RT

74+08, RT

75+73, RT

69+53, RT

71+00, RT

71+00, RT

73+87, RT

74+41, RT

75+53, RT

77+56, RT

74+63, RT

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

77+77, RT

78+34, RT

79+82, RT

83+11, RT

86+65, RT

78+03, RT

79+78, RT

82+58, RT

82+96, RT

83+98, RT

84+56, RT

85+59, RT

85+27, RT

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

87+81, RT

89+22, RT

89+56, RT

90+94, RT

93+88, RT

96+60, RT

86+93, RT

88+06, RT

90+69, RT

91+79, RT

92+70, RT

96+31, RT

96+80, RT

94+28, RT

82+78, RT

SR 1010

SR 1010 97+93, RT

97+74, RT

99+52, RT

97+49, RT

SR 1010

SR 1010 101+58, RT

101+30, RT

102+26, RT

99+73, RT

SR 1010

SR 1010 103+22, RT

102+78, RT

102+79, RT

102+50, RT

SR 1010 104+51, RT 103+44, RT

SR 1010

SR 1010 105+97, RT

104+75, RT

106+54, RT

105+97, RT

SR 1010

SR 1010 108+92, RT

108+71, RT

112+11, RT

106+78, RT

SR 1010 114+60, RT112+45, RT

SR 1010 102+57, LT 102+37, LT

DITCH CLEANING LOCATIONS

APPR

OX 1

V:2

H APPR

OX 1

V:2

H

EROSION CONTROL MULCH BLANKET (ECMB)

MITERED

MITERED

MITERED

MITERED

MITERED

MITERED

MITERED

492.30

493.75

494.45

497.80

496.25

495.66

499.75

491.20

492.45

493.85

494.65

495.76

493.00

498.00

546.00

545.30

544.50

545.00

542.95

542.40

541.75

539.40

538.90

537.00

545.50

544.30

544.30

543.05

542.50

541.90

539.55

539.00

535.75

533.45

533.33

533.25

531.50

532.06

533.31

533.15

531.25

531.62

532.29

532.60

532.28

531.25

531.47

531.55

530.99

530.80

530.72

530.36

532.12

532.34

531.35

530.70

530.20

531.05

530.94

530.76

530.41

530.04

529.97

529.45

529.79

529.83

529.84

529.00

529.65

529.65

530.35

531.50

531.50

530.89

529.70

528.00

529.94

530.45

530.98

529.75

528.08

527.43

(FT)*

DOWNSTREAM

* MATCH CHANNEL INLET PROTECTION APRON LENGTH TO PARALLEL DITCH WIDTH

CLEANING EXISTING DITCHES

NOT TO SCALE

ITEM NO. 0204-0010 (CLEANING EXISTING DITCHES)


EROSION CONTROL PRODUCTS DETAIL.

OR GREATER THAN DITCH DEPTH AND PER THE ROLLED

NOTE: ECMB WILL BE INSTALLED TO A DEPTH EQUAL TO

15

SR 1010 92+19, RT 92+66, RT530.55 530.20

6-01010

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08.

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DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

16

ROUTE STATION

C

ROCK, AS INDICATED

~

ROCK, AS INDICATED

* SEE TABLE FOR DIMENSIONS

~

AS INDICATED

FINISHED SLOPE,

SEE NOTE 2

11

CHANNEL SIDE SLOPES AS INDICATED

TYPE B


GROUND

EXISTING

GROUND

EXISTING

INDICATED*

WIDTH, AS

CHANNEL

Z1* Z2*

TYPE B


ROCK THICKNESS*

APRON LENGTH*

AP

RO

N

WI

DT

H*

PLAN VIEW

SECTION C-C

SECTION D-D

ROCK APRON (DEFINED CHANNEL)

(FT)(IN)CLASS

ROCK,THICKNESS

ROCK

DEPTH*

CHANNEL

APRON WIDTH*

LENGTH

APRON

WIDTH

APRON

WIDTH

CHANNEL

DEPTH

CHANNEL

(FT)

SIDE SLOPE

CHANNEL

(FT) (FT) Z1 Z2

2 2

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

0

0

POSSIBLE BASED ON SITE CONDITIONS.

2. SLOPE SHOULD BE LEVEL OR AS CLOSE TO LEVEL AS REASONABLY

GROUND CONTACT.

1. PROVIDE GEOTEXTILE MATERIAL ALONG ALL INTERFACE AREAS WITH

NOTES:

C

D

D

0.4

1.3


CONCRETE WASHOUT

AA

NOT TO SCALE

PLAN VIEW

NOT TO SCALE

SECTION A-A

IMR INFORMATION

REPAIR:

MAINTENANCE:

INSPECTION:

(MIN)

10’-0" DIAMETER

FILTER RING

OVERLAP ON UPSLOPE SIDE OF

COMPOST FILTER SOCK. 4’ (MIN)

WATER INTO FILTER RING

DIRECT CONCRETE WASHOUT

COMPOST FILTER SOCK

FILTER RING HEIGHT

WASHOUT WATER IS 50% OF

MAXIMUM DEPTH OF CONCRETE

PLASTIC LINING

10 MIL IMPERVIOUS

18"

TO DIMENSIONS SHOWN IN THE DETAIL.

COMPOST FILTER SOCK OR IMPERVIOUS LINING

REPLACE DAMAGED CONCRETE WASHOUT

CONDITION.

RETURNING THE FACILITIES TO A FUNCTIONAL

DISPOSING OF HARDENED CONCRETE AND

WASHOUT SHOULD INCLUDE REMOVING AND

FILTER SOCK HEIGHT. MAINTAINING CONCRETE

A MINIMUM FREEBOARD OF HALF THE COMPOST

PROVIDE ADEQUATE HOLDING CAPACITY WITH

BEFORE EACH USE

SPACED 5’ ON CENTERS

2" X 2" X 42" WOOD STAKES

SPACED 5’ ON CENTERS

2" X 2" X 42" WOOD STAKES

CW SHOULD BE BACKFILLED AND STABILIZED.

DISTURBANCE CAUSED BY THE REMOVAL OF THE

9. HOLES, DEPRESSIONS, OR OTHER GROUND

COMPROMISE THE IMPERMEABILITY OF THE MATERIAL.

BE FREE OF HOLES, TEARS, OR OTHER DEFECTS THAT

OF 10 MIL IN POLYETHYLENE SHEETING AND SHOULD

8. PLASTIC LINING MATERIAL SHOULD BE A MINIMUM

OF HARDENED CONCRETE ON A REGULAR BASIS.

ET SEQ., 271.1, AND 287.1 ET. SEQ. DISPOSE

MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1

DISPOSED OF PER PA DEP’S SOLID WASTE

CONCRETE SHOULD BE BROKEN UP, REMOVED, AND

DESIGNATED AREA AND ALLOWED TO HARDEN, THE

7. ONCE CONCRETE WASTES ARE WASHED INTO THE

ITEM NO. 9000-0001 (CONCRETE WASHOUT)

PIPE DIAMETER D*

AS INDICATED

MITERED TO SLOPE,

PIPE END TREATMENT OR

AS INDICATED

PIPE END TREATMENT OR MITERED TO SLOPE,

ROCK, AS INDICATED*

2

24R-5

0 1.3

2 2



ITEM NO. 0212-0003 (GEOTEXTILE, CLASS 2, TYPE B)

SR 1006

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

SR 1010

R-4

R-4

R-4

R-4

R-4

R-4

18

18

18

18

18

18

16 13 4 2 2

210+82, RT 9 4.5

71+25, LT 8 3.75 2

2

2

79+80, LT 8 3.75

SR 10102

84+60, LT

84+63, LT

92+48, LT

102+67, LT

9 4.5 2 2

1.5

1.5

5.758 1.75

0

1 2 228 3.75119+71, RT

16

OFF-SITE.

WASHOUT AREA OR PROPERLY DISPOSED OF

TRUCKS AND DISCHARGED INTO DESIGNATED

BINS CAN BE WASHED INTO CONCRETE PUMPER

6. CONCRETE WASHOUT FROM CONCRETE PUMPER

SHOULD BE WASHED INTO CW.

5. ONLY CONCRETE FROM MIXER TRUCK CHUTES

PERFORMED IN DESIGNATED AREAS ONLY.

4. WASHOUT OF CONCRETE TRUCKS SHOULD BE

BY WASHOUT OPERATIONS.

ALL LIQUID AND CONCRETE WASTE GENERATED

IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN

3. CW SHOULD BE CONSTRUCTED AND MAINTAINED

DISTURBANCE OR TRACKING.

TRAFFIC OR ACCESS AREAS TO PREVENT

SHOULD BE LOCATED AWAY FROM CONSTRUCTION

FACILITIES, AND WATERCOURSES. EACH FACILITY

FROM STORM DRAIN INLETS, OPEN DRAINAGE

2. CW SHOULD BE LOCATED A MINIMUM OF 50’

PENNDOT DISTRICT 6-0.

BE USED, BUT REQUIRES APPROVAL FROM

1. AN ALTERNATIVE CONCRETE WASHOUT (CW) MAY

NOTES:

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

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bgar

ma

n1

0:

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09.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

17

NO TAB

18-19, 20-21

SHEET OF1 1 P:\11019\WO 9 Plumstead Township H&H Study\Roadway\Quantities\AutoTAB\SUMMARY.MDB 5/12/2016 11:50:21 AM

DRG 17

22-24

22-24

20-21

22-24

20-21

18-19

18-19

18-19

20-21

20-21

20-21

20-21

20-21

20-21

20-21

20-21

20-21

20-21

20-21

20-21

20-21

20-21

OR

OR

EITHER

OR

OR

EITHER

OR

EITHER

OR

EITHER

CLEARING AND GRUBBING

CLASS 1 EXCAVATION

CLASS 2 EXCAVATION


CLASS 4 EXCAVATION

GEOTEXTILE, CLASS 2, TYPE B

FLOWABLE BACKFILL, TYPE C

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64-22, < 0.3 MILLION ESALS, 25.0 MM MIX

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BASE COURSE, PG 64-22, 0.3 TO < 3 MILLION ESALS, 25.0 MM MIX

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-H

15" THERMOPLASTIC PIPE, GROUP III, 8' - 2' FILL

15" REINFORCED CONCRETE PIPE, TYPE B, < 1.5' FILL

16" DUCTILE IRON PIPE

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

18" REINFORCED CONCRETE PIPE, TYPE B, < 1.5' FILL


15" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL, SHORE/TRENCH BOX


15" REINFORCED CONCRETE PIPE, TYPE B, 15' - 2' FILL, SHORE/TRENCH BOX


18" REINFORCED CONCRETE PIPE, TYPE B, 3' - 2' FILL, SHORE/TRENCH BOX


RELAID PIPE CULVERT

CLEANING EXISTING PIPE CULVERTS, DIAMETERS UP TO AND INCLUDING 36"302

157

138

35

35

73

73

97

164

164

164

578

578

578

162

61

57

12

115

850

4261

321

9

02010001LS

02030001CY

02040001

CY02040010

LF02040150

CY02120003

SY

02200020CY

03110337TON

03110437

TON04110482

SY06010352

LF06018311

LF

06010762

LF

06010353LF

06018317

LF06010763

LF06010452

LF06010452

LF

06017706LF

06010453LF

06017707

LF06010762

LF06015401

LF06015901

LF

1

1

1

2

2

2

3

3

4

4

REVISIONS DATE BY ROUTE SECTION SHEET

SUMMARYREVISION NO

1010 & 1006 35

PLUMSTEAD TOWNSHIP

OF

DISTRICT

6-0

COUNTY

BUCKS

QUANTITYITEMNO DESCRIPTION

NODESIGN

FORTABSEE

SHEETUNIT

- SEE SPECIAL PROVISIONS

18-19

18-19

18-19

18-19

22-24

18-19

18-19

18-19

09410001

EACH

RESET POST MOUNTED SIGNS, TYPE B6

150

170

170

1

30

41

3

09560101

09621000

09621005

90000001

90000002

90000003

90000005

LF

LF

LF

EACH

EACH

EACH

LF

LOOP SENSOR

4" WHITE WATERBORNE PAVEMENT MARKINGS

4" YELLOW WATERBORNE PAVEMENT MARKINGS

CONCRETE WASHOUT

RELOCATE EXISTING MAILBOX

UTILITY TEST HOLE

FULL DEPTH SAWCUT


NODESIGN

FORTABSEE

SHEETUNIT

22-24

22-24

22-24

20-21

20-21

20-21

20-21

20-21

NO TAB

18-19

NO TAB

NO TAB

22-24

22-24

22-24

22-24

22-24

NO TAB

22-24

22-24

22-24

22-24

22-24

NO TAB

14" X 23" ELLIPTICAL REINFORCED CONCRETE PIPE, TYPE B SHORE/TRENCH BOX HORIZONTAL, 2' - 1.5'


TYPE D ENDWALL

TYPE M CONCRETE TOP UNIT AND GRATE

STANDARD INLET BOX, HEIGHT </= 10'

MOBILIZATION

SELECTED MATERIAL SURFACING

CONSTRUCTION SURVEYING, TYPE B

NARRATIVE SCHEDULE

TOPSOIL FURNISHED AND PLACED

SEEDING AND SOIL SUPPLEMENTS - FORMULA B

SEEDING AND SOIL SUPPLEMENTS - FORMULA D

SEEDING - FORMULA E

MULCHING - STRAW2

13

41

100

6

26

4

1

4

3

6306016773

LF

06052401SET

06052600

EACH

06052730SET06052850

EACH

06080001

LS

06770001CY

06860020LS

06890001LS

08020001

CY

08040011LB

08040013

LB

08040014

LB

08050022TON

MULCH CONTROL NETTING

EROSION CONTROL MULCH BLANKET

TURF REINFORCEMENT MAT

UNFORESEEN WATER POLLUTION CONTROL

ROCK, CLASS R-4

ROCK, CLASS R-5


REPLACEMENT PUMPED WATER FILTER BAG

ROCK BARRIER

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

08050050

08060051

08060055

08450001

08500032

08500033

08550003

08550004

48560001

09010001

473

2065

473

5000

23

16

1

1

5

SY

SY

SY

DOLLA

CY

CY

EACH

EACH

EACH

LS


NODESIGN

FORTABSEE

SHEETUNIT


NODESIGN

FORTABSEE

SHEETUNIT

PE-037306-E

PAUL A. DEBARRY

PROFESSIONAL

REGISTERED

ENGINEER

18

OF18REVISIONS DATE BY ROUTE SECTION SHEET

REMARKS

TABULATION OF QUANTITIESREVISION NO

1010 & 1006 DRG

ROADWAYPLUMSTEAD TOWNSHIP

DISTRICT

6-0COUNTY

BUCKS

SIDE

PE037306-E

PAUL A. DEBARRY

PROFESSIONAL

REGISTERED

ENGINEER

STATIONS

38

SY

UN

IT

CLA

SS 1

EXC

AVAT

ION

SUPE

RPA

VE A

SPH

ALT

MIX

TUR

E D

ESIG

N, W

MA

SUPE

RPA

VE A

SPH

ALT

MIX

TUR

E D

ESIG

N, W

MA

BASE

CO

UR

SE, P

G 6

4-22

, < 0

.3 M

ILLI

ON

ESA

LS,

SUPE

RPA

VE A

SPH

ALT

MIX

TUR

E D

ESIG

N, W

MA

SELE

CTE

D M

ATER

IAL

SUR

FAC

ING

RES

ET P

OST

MO

UN

TED

SIG

NS,

TYP

E B

25.0

MM

MIX

BASE

CO

UR

SE, P

G 6

4-22

, 0.3

TO

< 3

MIL

LIO

NES

ALS,

25.

0 M

M M

IX

LOO

PSE

NSO

R

4" W

HIT

E W

ATER

BOR

NE

PAVE

MEN

T M

ARKI

NG

S

4" Y

ELLO

W W

ATER

BOR

NE

PAVE

MEN

T M

ARKI

NG

S

WEA

RIN

GC

OU

RSE

, PG

64-

22, 0

.3 T

O <

3 M

ILLI

ON

ESAL

S, 9

.5 M

M M

IX, 1

1/2

" DEP

TH, S

RL-

H

REL

OC

ATE

EXIS

TIN

G M

AILB

OX

UTI

LITY

TES

T H

OLE

FULL

DEP

TH S

AWC

UT

NU

M

0677

CY

0001

0482

0411 LF

EAC

H00

0109

41

0437

0311

1005

1000LF0101

0956

TON

EAC

H

9000LF0962

0962

EAC

H00

0390

00

9000

0005 LF

ITEM02

0300

01C

Y

0311

0337

TON

0002

ENTIRE PROJECT

40AS DIRECTED

SR 1006

1204+07.00RT

3204+24.70 204+64.60

1TORT

1205+14.00 205+17.00

3TOEXISTING SIDEWALK RT

205+55.80 205+75.3012

TORT

206+50.50 206+71.5012

TORT

1207+36.00RT

2209+90.40 210+18.00

1TORT

1210+75.00RT

211+18.23 211+39.9413

TORT

213+80.80 214+13.1013

TORT

SR 1010

69+52.60 69+92.203

TORT

9 2571+00.50 71+22.30

50 50TOLT / RT

73+86.60 74+08.9012

TORT

74+41.20 74+61.3012

TORT

75+52.90 75+72.7013

TORT

277+56.40 77+76.70

1TORT

78+03.40 78+34.0014

TORT

11 3079+80.55 79+80.90

20 20TOLT / RT

181+26.00RT

282+57.70 82+77.80

1TORT

82+95.90 83+11.4012

TORT

84+00.001

RT

8 2184+02.10 84+06.50

20 20TOLT/RT

8 2184+63.60 84+68.30

20 20TOLT/RT

P:\11019\WO 9 Plumstead Township H&H Study\Roadway\Quantities\AutoTAB\ROADWAY .MDB SHEET 1 OF 2 5/11/2016 10:34:35 AM19


REMARKS


1010 & 1006 DRG

ROADWAYPLUMSTEAD TOWNSHIP

DISTRICT

6-0COUNTY

BUCKS

SIDE

PE037306-E

PAUL A. DEBARRY

PROFESSIONAL

REGISTERED

ENGINEER

STATIONS

38

SY

UN

IT

CLA

SS 1

EXC

AVAT

ION

SUPE

RPA

VE A

SPH

ALT

MIX

TUR

E D

ESIG

N, W

MA

SUPE

RPA

VE A

SPH

ALT

MIX

TUR

E D

ESIG

N, W

MA

BASE

CO

UR

SE, P

G 6

4-22

, < 0

.3 M

ILLI

ON

ESA

LS,

SUPE

RPA

VE A

SPH

ALT

MIX

TUR

E D

ESIG

N, W

MA

SELE

CTE

D M

ATER

IAL

SUR

FAC

ING

RES

ET P

OST

MO

UN

TED

SIG

NS,

TYP

E B

25.0

MM

MIX

BASE

CO

UR

SE, P

G 6

4-22

, 0.3

TO

< 3

MIL

LIO

NES

ALS,

25.

0 M

M M

IX

LOO

PSE

NSO

R

4" W

HIT

E W

ATER

BOR

NE

PAVE

MEN

T M

ARKI

NG

S

4" Y

ELLO

W W

ATER

BOR

NE

PAVE

MEN

T M

ARKI

NG

S

WEA

RIN

GC

OU

RSE

, PG

64-

22, 0

.3 T

O <

3 M

ILLI

ON

ESAL

S, 9

.5 M

M M

IX, 1

1/2

" DEP

TH, S

RL-

H

REL

OC

ATE

EXIS

TIN

G M

AILB

OX

UTI

LITY

TES

T H

OLE

FULL

DEP

TH S

AWC

UT

NU

M

0677

CY

0001

0482

0411 LF

EAC

H00

0109

41

0437

0311

1005

1000LF0101

0956

TON

EAC

H

9000LF0962

0962

EAC

H00

0390

00

9000

0005 LF

ITEM02

0300

01C

Y

0311

0337

TON

0002

85+26.80 85+59.3013

TORT

86+65.40 86+93.2013

TORT

87+81.00 88+06.4013

TORT

289+23.50 89+57.30

1TORT

290+69.00 90+94.10

1TORT

91+79.40 92+19.3014

TORT

7 1892+68.00 92+69.10

20 20TOLT / RT

93+87.70 94+28.0014

TORT

96+31.50 96+60.0012

TORT

96+80.40 97+48.9017

TORT

297+74.20 97+93.20

1TORT

1100+36.00RT

2101+31.80 101+62.20

1TORT

2102+26.20 102+50.40

1TORT

9 23102+56.60 102+78.20

20 20TOLT/RT

103+14.00 103+44.2012

TORT

2104+50.00 104+75.80

1TORT

106+53.90 106+78.4013

TORT

2108+71.60 108+91.90

1TORT

3112+10.20 112+46.10

1TORT

1119+70.00RT

9 24119+70.80 119+78.90

150 20 20TO5'X40' LT / RT

1 57 61 162 26 6 150 170 170 30 41 3TOTALS

P:\11019\WO 9 Plumstead Township H&H Study\Roadway\Quantities\AutoTAB\ROADWAY .MDB SHEET 2 OF 2 5/11/2016 10:34:37 AM20


REMARKS


1010 & 1006 DRG

DRAINAGEPLUMSTEAD TOWNSHIP

DISTRICT

6-0COUNTY

BUCKS

SIDE

(+) SEE SUMMARY SHEET FOR COMPLETE ITEM NUMBERS.

PE037306-E

PAUL A. DEBARRY

PROFESSIONAL

REGISTERED

ENGINEER

STATIONS

38

LF

UN

IT

CLA

SS 1

EXC

AVAT

ION

CLA

SS 4

EXC

AVAT

ION

FLO

WAB

LE B

ACKF

ILL,

TYP

E C

PIPE

DES

IGN

NO

. 1

PIPE

DES

IGN

NO

. 2

15" T

HER

MO

PLAS

TIC

PIP

E, G

RO

UP

III, 8

'-2'

PIPE

DES

IGN

NO

. 3

PIPE

DES

IGN

NO

. 4

16" D

UC

TILE

IRO

N P

IPE

REL

AID

PIP

E C

ULV

ERT

CLE

ANIN

G E

XIST

ING

PIP

E C

ULV

ERTS

,

14" X

23"

ELL

IPTI

CAL

REI

NFO

RC

EDC

ON

CR

ETE

FILL

, SH

OR

E/TR

ENC

H B

OX

MAN

HO

LE F

RAM

E AN

D C

OVE

R

TYPE

D E

ND

WAL

L

TYPE

M C

ON

CR

ETE

TO

P U

NIT

AN

D G

RAT

E

STAN

DA

RD

INLE

T BO

X, H

EIG

HT

</=

10'

MIN

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

MAX

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

EMBA

NKM

ENT

(FO

R IN

FOR

MAT

ION

ON

LY)

DIA

MET

ERS

UP

TO

AN

D IN

CLU

DIN

G 3

6"

PIPE

, TYP

E B

SHO

RE/

TREN

CH

BO

X H

OR

IZO

NTA

L,

2' -

1.5'

NU

M

0601 LF(+)

(+)

0601 LFLF0452

0601

0020

0220

0762(+)

LF(+)

0601

CY LF0601LF0601

0601

0605

SET

0605LF5901

0601

2730

0605

EAC

H26

00

2401

0601

EAC

H28

5006

05

SET

6773 FTFTLF CY

ITEM02

0300

01C

Y

0204

0150

CY

5401

SR 1006

201+98.09 202+84.1682

TORT

202+84.16 203+05.2164

TOLT/RT

203+04.00 203+70.60156

TOLT / RT

40204+24.70 204+64.60

23 1.2 1.2 10.2TORT

20205+55.80 205+75.30

12 1.2 1.2 5.1TORT

21206+50.50 206+71.50

12 1.2 1.2 5.4TORT

28209+90.40 210+18.00

16 1.2 1.2 7.1TORT

53210+85.60 211+38.30

134 1.2 1.2 14.5TORT

33213+80.80 214+13.10

19 1.2 1.2 8.4TORT

SR 1010

66+59.901 1

LT

4069+52.60 69+92.24

222 1 1.3 9.4TORT

3871+00.50 71+22.30

25 1.8 2 12.9TOLT / RT

271+04.00 71+36.00TOSEAL PIPE LT / RT

2373+86.60 74+08.90

13 1.2 1.2 5.9TORT

2174+41.20 74+61.30

12 1.2 1.2 5.4TORT

2075+52.90 75+72.70

12 1.2 1.2 5.1TORT

77+56.40 77+76.702112 1.2 1.2 5.4

TORT

3178+03.40 78+34.00

18 1.2 1.2 7.9TORT

5979+80.55 79+80.90

39 1.8 3 20TOLT / RT

82+57.70 82+77.802112 1.2 1.2 5.4

TORT

82+95.90 83+11.40169 1.2 1.2 4.1

TORT

84+00.181 1

RT

84+02.10 84+06.502522 0.8 1.7 9

TOLT/RT

484+04.90 84+60.12TOSEAL PIPE LT/RT

84+06.491 1

LT

8 5184+08.40 84+58.67

40 2.3 2.4 28.4TOLT

P:\11019\WO 9 Plumstead Township H&H Study\Roadway\Quantities\AutoTAB\Drainage.MDB SHEET 1 OF 2 5/12/2016 11:27:23 AM21


REMARKS


1010 & 1006 DRG

DRAINAGEPLUMSTEAD TOWNSHIP

DISTRICT

6-0COUNTY

BUCKS

SIDE

(+) SEE SUMMARY SHEET FOR COMPLETE ITEM NUMBERS.

PE037306-E

PAUL A. DEBARRY

PROFESSIONAL

REGISTERED

ENGINEER

STATIONS

38

LF

UN

IT

CLA

SS 1

EXC

AVAT

ION

CLA

SS 4

EXC

AVAT

ION

FLO

WAB

LE B

ACKF

ILL,

TYP

E C

PIPE

DES

IGN

NO

. 1

PIPE

DES

IGN

NO

. 2

15" T

HER

MO

PLAS

TIC

PIP

E, G

RO

UP

III, 8

'-2'

PIPE

DES

IGN

NO

. 3

PIPE

DES

IGN

NO

. 4

16" D

UC

TILE

IRO

N P

IPE

REL

AID

PIP

E C

ULV

ERT

CLE

ANIN

G E

XIST

ING

PIP

E C

ULV

ERTS

,

14" X

23"

ELL

IPTI

CAL

REI

NFO

RC

EDC

ON

CR

ETE

FILL

, SH

OR

E/TR

ENC

H B

OX

MAN

HO

LE F

RAM

E AN

D C

OVE

R

TYPE

D E

ND

WAL

L

TYPE

M C

ON

CR

ETE

TO

P U

NIT

AN

D G

RAT

E

STAN

DA

RD

INLE

T BO

X, H

EIG

HT

</=

10'

MIN

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

MAX

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

EMBA

NKM

ENT

(FO

R IN

FOR

MAT

ION

ON

LY)

DIA

MET

ERS

UP

TO

AN

D IN

CLU

DIN

G 3

6"

PIPE

, TYP

E B

SHO

RE/

TREN

CH

BO

X H

OR

IZO

NTA

L,

2' -

1.5'

NU

M

0601 LF(+)

(+)

0601 LFLF0452

0601

0020

0220

0762(+)

LF(+)

0601

CY LF0601LF0601

0601

0605

SET

0605LF5901

0601

2730

0605

EAC

H26

00

2401

0601

EAC

H28

5006

05

SET

6773 FTFTLF CY

ITEM02

0300

01C

Y

0204

0150

CY

5401

84+63.60 84+68.303540 3.5 3.5 26.5

TOLT/RT

3385+26.80 85+59.30

19 1.2 1.2 8.4TORT

2886+65.40 86+93.20

16 1.2 1.2 7.1TORT

87+81.00 88+06.402615 1.2 1.2 6.6

TORT

89+23.50 89+57.303420 1.2 1.2 8.7

TORT

2590+69.00 90+94.10

15 1.2 1.2 6.4TORT

4091+79.35 92+19.28

26 1.5 1.7 13.5TORT

492+43.23 92+48.28TOSEAL PIPE LT

292+43.23 92+68.00TOSEAL PIPE LT / RT

6092+48.30 92+69.20

45 1.5 1.8 23TOLT

92+68.00 92+69.103123 1.9 2.3 13.1

TOLT / RT

92+69.001 1

LT

93+87.70 94+28.004124 1.2 1.2 10.5

TORT

96+31.50 96+60.002917 1.2 1.2 7.4

TORT

6996+80.40 97+48.90

39 1.2 1.2 17.6TORT

1997+74.20 97+93.20

11 1.2 1.2 4.8TORT

101+31.80 101+62.203117 1.2 1.2 6.6

TORT

102+26.20 102+50.402414 1.2 1.2 6.1

TORT

102+56.60 102+78.2038 144 2.5 2.5 25.6

TOLT/RT

103+14.00 103+44.203118 1.2 1.2 7.9

TORT

26104+50.00 104+75.80

15 1.2 1.2 6.6TORT

25106+53.90 106+78.40

15 1.2 1.2 6.4TORT

108+71.60 108+91.902112 1.2 1.2 5.4

TORT

36112+10.20 112+46.10

21 1.2 1.2 9.2TORT

119+70.80 119+78.904232 2.3 2.3 18.6

TOLT / RT

8 850 12 578 164 97 73 35 138 157 302 63 3 4 1 4 55.7 59.3 415.6TOTALS

P:\11019\WO 9 Plumstead Township H&H Study\Roadway\Quantities\AutoTAB\Drainage.MDB SHEET 2 OF 2 5/12/2016 11:27:26 AM22


REMARKS


1010 & 1006 DRG

EROSION AND SEDIMENT POLLUTION CONTROLPLUMSTEAD TOWNSHIP

DISTRICT

6-0COUNTY

BUCKS

SIDE

PE037306-E

PAUL A. DEBARRY

PROFESSIONAL

REGISTERED

ENGINEER

STATIONS

38

CY

UN

IT

CLA

SS 2

EXC

AVAT

ION

CLE

ANIN

G E

XIST

ING

DIT

CH

ES

GEO

TEXT

ILE,

CLA

SS 2

, TYP

E B

TOPS

OIL

FU

RN

ISH

ED A

ND

PLA

CED

SEED

ING

AN

D S

OIL

SU

PPLE

MEN

TS -

FOR

MU

LA B

SEED

ING

AN

D S

OIL

SUPP

LEM

ENTS

- FO

RM

ULA

D

SEED

ING

- FO

RM

ULA

E

MU

LCH

ING

- ST

RAW

MU

LCH

CO

NTR

OL

NET

TIN

G

ERO

SIO

NC

ON

TRO

L M

ULC

H B

LAN

KET

TUR

F R

EIN

FOR

CEM

ENT

MAT

RO

CK,

CLA

SS R

-4

RO

CK,

CLA

SS R

-5

PUM

PED

WAT

ER F

ILTE

R B

AG

REP

LAC

EMEN

T PU

MPE

D W

ATER

FIL

TER

BAG

RO

CK

BAR

RIE

R

CO

NC

RE

TE W

ASH

OU

T

MIN

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

MAX

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

EMBA

NKM

ENT

(FO

R IN

FOR

MAT

ION

ON

LY)

NU

M

0804 LB0011

0001

0802

TON

LB0013

0804

0003

0212

0050

0022LB0014

0804SY SY0806SY0805

0805

0855

CY

0850SY0055

0806

0004

0855

EAC

H00

03

0033

0850

9000

EAC

H00

0148

56

EAC

H

0032 FT

EAC

H00

01

CY

CYFT

ITEM02

0400

01C

Y

0204

0010 LF 0051

ENTIRE PROJECT

13 1 1 1AS DIRECTED

SR 1006

1203+63.00 204+25.00

2164TORT

4203+72.00

1RC-30 RT

2204+65.00 205+56.00

3091TORT

1205+75.00 206+51.00

2575TORT

3206+73.00 208+30.00

53159TORT

1209+69.00 209+90.00

721TORT

1210+18.00 210+78.00

2059TORT

9210+82.00

3ROCK APRON RT

2212+49.00 213+81.00

44132TORT

47 2 7214+12.00 215+76.00

174 174TOCHANNEL B RT

SR 1010

168+92.00 69+53.00

2060TORT

269+92.00 71+00.00

36109TORT

371+00.00

1RC-30 RT

171+00.00 71+10.00

617TORT

17 2 1371+12.00 72+15.00

1 155 155TOCHANNEL C LT

771+25.00

2ROCK APRON LT

72+16.001

LT

273+04.00 73+87.00

2883TORT

174+08.00 74+41.00

1132TORT

274+63.00 75+53.00

3192TORT

375+73.00 77+56.00

61184TORT

177+77.00 78+03.00

927TORT

278+34.00 79+78.00

48145TORT

79+73.001

LT

P:\11019\WO 9 Plumstead Township H&H Study\Roadway\Quantities\AutoTAB\E&S.MDB SHEET 1 OF 3 5/12/2016 11:49:44 AM23


REMARKS


1010 & 1006 DRG


DISTRICT

6-0COUNTY

BUCKS

SIDE

PE037306-E

PAUL A. DEBARRY

PROFESSIONAL

REGISTERED

ENGINEER

STATIONS

38

CY

UN

IT

CLA

SS 2

EXC

AVAT

ION

CLE

ANIN

G E

XIST

ING

DIT

CH

ES

GEO

TEXT

ILE,

CLA

SS 2

, TYP

E B

TOPS

OIL

FU

RN

ISH

ED A

ND

PLA

CED

SEED

ING

AN

D S

OIL

SU

PPLE

MEN

TS -

FOR

MU

LA B

SEED

ING

AN

D S

OIL

SUPP

LEM

ENTS

- FO

RM

ULA

D

SEED

ING

- FO

RM

ULA

E

MU

LCH

ING

- ST

RAW

MU

LCH

CO

NTR

OL

NET

TIN

G

ERO

SIO

NC

ON

TRO

L M

ULC

H B

LAN

KET

TUR

F R

EIN

FOR

CEM

ENT

MAT

RO

CK,

CLA

SS R

-4

RO

CK,

CLA

SS R

-5

PUM

PED

WAT

ER F

ILTE

R B

AG

REP

LAC

EMEN

T PU

MPE

D W

ATER

FIL

TER

BAG

RO

CK

BAR

RIE

R

CO

NC

RE

TE W

ASH

OU

T

MIN

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

MAX

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

EMBA

NKM

ENT

(FO

R IN

FOR

MAT

ION

ON

LY)

NU

M

0804 LB0011

0001

0802

TON

LB0013

0804

0003

0212

0050

0022LB0014

0804SY SY0806SY0805

0805

0855

CY

0850SY0055

0806

0004

0855

EAC

H00

03

0033

0850

9000

EAC

H00

0148

56

EAC

H

0032 FT

EAC

H00

01

CY

CYFT

ITEM02

0400

01C

Y

0204

0010 LF 0051

66 1879+77.00 79+80.00

365TOCHANNEL D LT

779+80.00

2ROCK APRON LT

479+80.00

1RC-30 RT

479+82.00 82+58.00

92275TORT

182+78.00 82+96.00

618TORT

283+11.00 83+98.00

2986TORT

384+02.00 84+54.00

1TOLT

123 1484+55.00 84+62.00

280TOCHANNEL E LT

184+56.00 85+27.00

2471TORT

584+58.00

2RC-30 RT

84+60.001

LT

3684+61.00

16ROCK APRON LT

285+59.00 86+65.00

35106TORT

286+93.00 87+81.00

2988TORT

288+06.00 89+22.00

39117TORT

289+56.00 90+69.00

37112TORT

290+94.00 91+79.00

2885TORT

791+46.60 91+79.35

1.4 6.22.1TOEXISTING PIPE REMOVAL RT

192+19.00 92+66.00

1647TORT

1092+19.28 92+66.48

1.5 9.12.1TOEXISTING PIPE REMOVAL RT

992+48.00

2ROCK APRON LT

492+68.00

1RC-30 RT

692+69.96 92+92.82

1.4 64.6TOEXISTING PIPE REMOVAL RT

292+70.00 93+88.00

39118TORT

492+95.57 93+24.61

1 3.61.3TOEXISTING PIPE REMOVAL RT

394+28.00 96+31.00

68203TORT

196+60.00 96+80.00

720TORT

197+49.00 97+74.00

825TORT



REMARKS


1010 & 1006 DRG


DISTRICT

6-0COUNTY

BUCKS

SIDE

PE037306-E

PAUL A. DEBARRY

PROFESSIONAL

REGISTERED

ENGINEER

STATIONS

38

CY

UN

IT

CLA

SS 2

EXC

AVAT

ION

CLE

ANIN

G E

XIST

ING

DIT

CH

ES

GEO

TEXT

ILE,

CLA

SS 2

, TYP

E B

TOPS

OIL

FU

RN

ISH

ED A

ND

PLA

CED

SEED

ING

AN

D S

OIL

SU

PPLE

MEN

TS -

FOR

MU

LA B

SEED

ING

AN

D S

OIL

SUPP

LEM

ENTS

- FO

RM

ULA

D

SEED

ING

- FO

RM

ULA

E

MU

LCH

ING

- ST

RAW

MU

LCH

CO

NTR

OL

NET

TIN

G

ERO

SIO

NC

ON

TRO

L M

ULC

H B

LAN

KET

TUR

F R

EIN

FOR

CEM

ENT

MAT

RO

CK,

CLA

SS R

-4

RO

CK,

CLA

SS R

-5

PUM

PED

WAT

ER F

ILTE

R B

AG

REP

LAC

EMEN

T PU

MPE

D W

ATER

FIL

TER

BAG

RO

CK

BAR

RIE

R

CO

NC

RE

TE W

ASH

OU

T

MIN

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

MAX

IMU

M F

ILL

HEI

GH

T (F

OR

INFO

RM

ATIO

NO

NLY

)

EMBA

NKM

ENT

(FO

R IN

FOR

MAT

ION

ON

LY)

NU

M

0804 LB0011

0001

0802

TON

LB0013

0804

0003

0212

0050

0022LB0014

0804SY SY0806SY0805

0805

0855

CY

0850SY0055

0806

0004

0855

EAC

H00

03

0033

0850

9000

EAC

H00

0148

56

EAC

H

0032 FT

EAC

H00

01

CY

CYFT

ITEM02

0400

01C

Y

0204

0010 LF 0051

397+93.00 99+52.00

53159TORT

399+73.00 101+30.00

53158TORT

1101+58.00 102+26.00

2164TORT

2102+37.00 102+57.00

2780TOLT

1102+50.00 102+78.00

928TORT

102+52.001

LT

10102+67.00

3ROCK APRON LT

6102+78.00

2RC-30 RT

1102+79.00 103+22.00

1443TORT

2103+44.00 104+51.00

35105TORT

2104+75.00 105+97.00

41122TORT

1105+97.00 106+54.00

1957TORT

3106+78.00 108+71.00

64193TORT

5108+92.00 112+71.00

106319TORT

3112+45.00 114+60.00

71212TORT

119+47.001

RT

41 2 7119+49.00 119+71.00

144 144TOCHANNEL G LT

7119+71.00

2ROCK APRON RT

4119+79.00

1RC-30 RT

321 4261 115 6 100 41 13 2 473 2065 473 23 16 1 1 5 1 5.3 10.1 24.9TOTALS


6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n2:

33:

54

PM

3/

23/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n01.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG

SURVEY BOOK NO.10492

ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

495

495

495

495

490

490

15"

SL

CP

P

15" RCP

12" SLCPP

HVAC

DE

CK

12" CAST IRON

1" P

VC (F

RO

M S

UMP)

15"

CM

P

18" TREE

6" TREE48" TREE 6" MAPLE

15" TREE

24" STUMP

INLET FILLED

OL

D E

AST

ON R

OA

D

10’ SHRUB

BOULDER

CONC SLAB

BTCO 21

NO NUMBERS

POST ONLY

SEG SR1006-160/170

STOP

STOP

BTCO-217 1/215" CMP

15" CMP

18"

CM

P

12" PIPE

(SR 1006)DANBORO-POINT PLEASANT PIKE

SHRUB8’

GR

AV

EL MAC

MAC

LEGAL RIGHT-OF-WAY LINE


15"

15" 15"

AA

A

201202

203 204 205 206 207 208

N36°18’49"EN35°59’05"E

N34°32’21"EN35°10’49"E

4883

4314 43264334

4346

4295

4915

NO CURVE

PI STA 201+34.42

NO CURVE

PI STA 202+77.66

NO CURVE

PI STA 205+48.59

0 25 50 FEET

SCALE

N36°18’49"E

SR 1006 CONSTR �

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

PIPE CLEANING

LIMIT OF WORK

START WORK

PIPE CLEANING

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1006 SEC DRG

SEG 0160 OFF 3226

STA 201+50.00

SR 1006 SEC DRG

SEG 0160 OFF 3276

STA 202+00.00

LEGEND

EXISTING 1-FT CONTOUR

EXISTING DITCH

(SIZE/DIRECTION AS INDICATED)

PROPOSED PIPE/INLET

495



(SIZE AS INDICATED)

EXISTING PIPE/INLET

CLEANING EXISTING PIPE CULVERTS

A PROPOSED PIPE / DITCH DIRECTION

ACCOMODATE DITCH CLEANING

THE LEGAL RIGHT-OF-WAY TO

OF THE EXISTING SIDEWALK WITHIN

SAWCUT AND EXCAVATE A PORTION

SIGN, TYPE B

RESET POST MOUNTED

SIGN, TYPE BRESET POST MOUNTED

25

SE

E

SH

EE

T

26

BTCO 217 1/2

MAG NAIL IN WESTERLY SIDE OF

16’ RT STA 205+59

BM #1 ELEV 495.69

4883 PROPERTY ADDRESS

A

A

A

A

A

A

A

33’

26

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n2:

33:

56

PM

3/

23/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n02.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

500

50016" CMP12" CMP

24" TREE16" TREE

12" TREE 12" TREE

20" TREE

30" TREE36" TREE

20" TREE

16" TREE 16" TREE

10" PINE

12" PINE20" MAPLE

48" STUMP

SINK HOLE

30"X18" OPENING

30"

RC

P30"

RC

P

LARGE POTHOLE

OL

D

EA

ST

ON

RO

AD

CO

NN

EC

TO

R

ELECTRIC BOX

BTCO 3

PECO 70895ABTCO 2-1

BTCO 2

BTCO 4 W/UG1X6 LUMBER W/ ADDRESS

SCHOOL ZONE15MPH AHEAD45MPH BTCO 1 1/2 W/ UG ARROW LEFT/RIGHT

DANBORO VET CLINIC

STUMP (SIZE UNKNOWN)

DANBORO-POINT PLEASANT PIKE (SR 1006)

ROWPINE TREE

GR

AV

EL

MACMAC

TREE16"

VAULTELECTRIC



A15" 18" 15"A

A A208 209 210 211 212 213 214 215N35°59’05"E N37°11’56"E

503

502501

4346

43644382

4406

0 25 50 FEET

SCALE

N37°31’22"E

NO CURVE

PI STA 210+27.96

SR 1006 CONSTR �

NO CURVE

PI STA 215+06.44

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACTUTILITY POLE

DO NOT IMPACT

LEGEND


EXISTING DITCH

CHANNEL LABEL


PROPOSED PIPE/INLET

PROPOSED 1-FT CONTOUR495



(SIZE AS INDICATED)

EXISTING PIPE/INLET

495

STABILIZE IMMEDIATELY

CH-B

CH-A


SIGN, TYPE B

RESET POST MOUNTED

SE

E

SH

EE

T

25

SE

E

SH

EE

T

27

26

BTCO 2-1

MAG NAIL IN WESTERLY SIDE OF

15’ RT STA 211+64

BM #2 ELEV 497.09


A

AA

SCHOOL ZONE SIGN

DO NOT IMPACT

33’

27

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n2:

33:

58

PM

3/

23/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n03.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

505

505

505

505

505505

505

12"

RC

P

22"X13" OVAL RCP’S

18" STUMP

ELECTRIC BOX

CONC MEMORIAL

BURNT HOUSE HILL RD

STOP

GAYMAN ELEMENTARY

BTCO 4 1/2

NO NUMBERS W/UG

LIGHT POLE

(SR 1006)DANBORO-POINT PLEASANT PIKE

AHEADEASTON RD

OLD

TREE16"

VAULTELECTRIC



216 217 218N37°31’22"E

4440

503

0 25 50 FEET

SCALE

SR 1006 CONSTR �

NO CURVE

PI STA 215+06.44

LIMIT OF WORKSTOP WORK

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1006 SEC DRG

SEG 0170 OFF 1236

STA 216+25.00

SR 1006 SEC DRG

SEG 0170 OFF 1186

STA 215+75.00

CH-B

LEGEND


EXISTING DITCH

CHANNEL LABEL


(SIZE AS INDICATED)

EXISTING PIPE/INLET

495

CH-A

IMMEDIATELY

STABILIZE


27

SE

E

SH

EE

T

26

HEADWALL

"SQUARE" CUT IN NW CORNER OF

39’ RT STA 216+79

BM #3 ELEV 506.90


A

A

A

A A

33’

28

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n10:

10:

58

AM

5/

11/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n04.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

545

545

545

OLD FOUNDATION

BTCO 27 W/UG

BTCO 26

BTCO 26-1

DEAD

PECO NO NUMBERS

WOODS

MH SAN

MH SAN

MH SAN

WOODS

WOODS

WOODS

WOODS

PECO 54932-A

PECO 1161-A

15’ HEDGE ROW

PECO 11162

PO

TT

ER

S

LA

NE (

SO

UT

H)

15"

SL

CP

P

12"

CMP12" CMP

4" P

VC

48" STUMP

4" TREE

20" TREE

10’ EVERGREENS

24" TREE

40" STUMP

12" TREE

24" TREE

14’ EVERGREEN

8" TREE (TRIPLE)

10" TREE (DOUBLE)24" TREE

24" TREES

18’ EVERGREEN

GATE

56970

STONE ROW

2’ SHRUB

4’ SHRUB

MAC

GR

AV

EL

MAC

4’ STOCKADE

FORCE MAIN (ELEVATION UNKNOWN)

GRAVITY LINE

STUMP RD (SR 1010)

15" RCP


STUMP RD (SR 1010)

SIGNSTREET

TREE36"

SANMH

TREE24"

CEDAR12’

(ELEVATION UNKNOWN)

FORCE MAIN

(ELEVATION UNKNOWN)

FORCE MAIN


18"

RC

P



A

A

A

A

15" SLCPP

15" A

66 67

68

69

70

71

72

73

N40°33’37"EN40°33’37"E

N42°56’44"E

N57°42’30"E

PC

PT

PC

RB

545

544

543

5422

5403

5396

5890

5318

0 25 50 FEET

SCALE

CURVE DATA

SR 1010 CONSTR �

PT STA 70+11.01

PC STA 66+21.94

SUPERELEVATE = N/A

E = 14.69’

R = 1300.00’

L = 389.07’

T = 196.00’

‘ = 17°08’52" RT

PI STA 68+17.94

CURVE DATA

SR 1010 CONSTR �

PT STA 73+44.35

PC STA 71+12.45

SUPERELEVATE = N/A

E = 7.52’

R = 900.00’

L = 231.89’

T = 116.59’

‘ = 14°45’46" LT

PI STA 72+29.05

CONSTR �

SR 1010

DRIVEWAY ELEVATION

MATCH EXISTING

UTILITY POLE

DO NOT IMPACT

LIMIT OF WORK

START WORK

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1010 SEC DRG

SEG 0060 OFF 0578

STA 66+05.00

SR 1010 SEC DRG

SEG 0060 OFF 0628

STA 66+55.00

LEGEND


EXISTING DITCH

CHANNEL LABEL


PROPOSED PIPE/INLET


495



ROCK BARRIERRB


(SIZE AS INDICATED)

EXISTING PIPE/INLET


CH-A

A PROPOSED PIPE / DITCH FLOW DIRECTION

CH-C

28

SE

E

SH

EE

T

29

OF BTCO 26-1

MAG NAIL IN SOUTHERLY SIDE

16’ LT STA 66+54

BM #4 ELEV 548.33


A

AA

A


FILL EXISITNG PIPE WITH

33’

UTILITY POLES

DO NOT IMPACT

29

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n12:

30:

35

PM

4/

1/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n05.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

545 545

545

540

5408" BIRCH

VENT-DUKE ENERGY

MH SAN

VENTS-SPECTRA ENERGYFORCE MAIN (ELEVATION UNKNOWN)

GRAVITY LINE

12" CMP12" CIP

3"

PV

C

12" SLCPP

WOODS

18’ EVERGREEN

24" TREE

12" TREE

24" TREE

25’ EVERGREENS

16’ EVERGREEN

20’ EVERGREEN 10’ SHRUB15’ EVERGREEN

12" SLCPP

20’ EVERGREEN ROW

18" TREE

16" STUMP

L

MAC

MAC MAC

GR

AV

EL

MAC4’ SPLIT RAIL

UEL MARKER

UEL MARKER

24"

36"

24"

30"

ELECTRIC BOX (TYP.)

STUMP RD (SR 1010)

PO

TT

ER

S

LA

NE (

NO

RT

H)

12" CMP

25 MPH

TREE36"

SANMH

CEDAR12’

(ELEVATION UNKNOWN)

FORCE MAIN

G1

G1

G1

G1



RI

GHT-

OF-

WA

Y

TE

XAS E

ASTE

RN/SPE

CT

RA

RI

GHT-

OF-

WA

Y

PE

CO/E

XEL

ON

RI

GHT-

OF-

WA

Y

TE

XAS E

ASTE

RN/SPE

CT

RA

RI

GHT-

OF-

WA

Y

PE

CO/E

XEL

ON

48"

48"

A15"

15"15"

15" 15"

AA A

AA

15"

SL

CP

P

7374

7576

77 78 79 80

N42°56’44"E

N41°59’49"E

PT

RB

533

534

535

54285442 5465

5472

5486

5507

NO CURVE

PI STA 76+84.67

CURVE DATA

SR 1010 CONSTR �

PT STA 73+44.35

PC STA 71+12.45

SUPERELEVATE = N/A

E = 7.52’

R = 900.00’

L = 231.89’

T = 116.59’

‘ = 14°45’46" LT

PI STA 72+29.05

SR 1010 CONSTR �

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

SANITARY CLEANOUT

DO NOT IMPACT

0 25 50 FEET

SCALE

LEGEND


EXISTING DITCH

CHANNEL LABEL


PROPOSED PIPE/INLET


495



ROCK BARRIERRB


(SIZE AS INDICATED)

EXISTING PIPE/INLET

CH-A


CH-D

29

SE

E

SH

EE

T

30

SE

E

SH

EE

T

28

MANHOLE

CHISLED "X" IN NORTHERLY RIM OF

12’ LT STA 76+85

BM #5 ELEV 542.81


A

33’

UTILITY POLE

DO NOT IMPACT

BY PROPERTY OWNER

USING 15" PIPE PROVIDED

RELAY DRIVEWAY PIPE

30

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n10:

11:

06

AM

5/

11/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n06.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

535

535

535

45MPH

STOP

SEG-SR1010 60\70

18’ CEDAR

MH SAN

MH SAN

MH SAN

MH SAN

STREET SIGN

6’ HEDGE ROW

DEAD

LE

XI

NG

TO

N

DRI

VE

12" CMP13

" X

22"

CMP

WOODS WOODS18" TREE

16" TREE 5’ SHRUBS

12" STUMP

12"

CM

P

12"

RC

P

12" TREES

30" TREES

10" TREE

20" TREE

15" TREES

24" TREE (DOUBLE)

10" TREE

12" TREE

8" TREE

25’ EVERGREENS

12" CMP

5’ SHRUB

12" TREE16" STUMP

WOODS

10" SLCPP

2"

PV

C

12’ EVERGREEN18’ EVERGREEN ROW

MH SAN

16" STUMP18" TREE

L

L

TM

MAC

GR

AV

EL

4’ SPLIT RAIL

SHED

MAC

MAC

MAC

STUMP RD (SR 1010)10" SLCPP

W/UGPECO 77251



A

A

18"

15" 15"

16" DIP

16" DIP16" DIP

A A

A AA

A

18"

14"x23"

RC

P

81 82 83 8485

8687

88

N42°21’33"E

N41°59’49"E

PC

RB

532

531

528

529

530

5526

5538

5557

5987

5556

5568

5582

0 25 50 FEET

SCALE

NO CURVE

PI STA 81+23.18

SR 1010 CONSTR �

CURVE DATA

SR 1010 CONSTR �

PT STA 97+91.34

PC STA 84+17.40

SUPERELEVATE = N/A

E = 26.28’

R = 9000.00

L = 1373.94’

T = 688.31’

‘ = 8°44’48" RT

PI STA 91+05.71

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

LEGEND


EXISTING DITCH

CHANNEL LABEL


PROPOSED PIPE/INLET


495



ROCK BARRIERRB


(SIZE AS INDICATED)

EXISTING PIPE/INLET

CH-A


CH-E

SIGN, TYPE B

RESET POST MOUNTED

30

SE

E

SH

EE

T

31

SE

E

SH

EE

T

29

BTCO 701-40

MAG NAIL IN NORTHERLY SIDE OF

17’ RT STA 87+62

BM #6 ELEV 533.61


A

33’

MINIMIZE TREE IMPACTS



31

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n10:

11:

15

AM

5/

11/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n07.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

BTCO 42 BTCO 43BTCO 44

BTCO 44-1 W/UG

MH SAN

MH SAN

MH SAN

MH SAN

MH SAN

MH SAN

BTCO 41



GRAVITY LINE

GRAVITY LINE

12" RCP

18"

CM

P

3"

PV

C

12" CMP TO 12" SLCPP

5’ SHRUBS

18" STUMP

12" STUMP

4’ SHRUBS24’ EVERGREEN 3’ SHRUBS

4’ SHRUBS7’ SHRUB

16" TREE

25’ EVERGREEN ROW

25’ EVERGREEN ROWBRUSH

L

(COULD NOT OPEN)

CALC INVERTS

GR

AV

EL

4’

SP

LI

T

RAI

L

GR

AV

EL

MAC

MAC

MAC

1’ SHRUB

STUMP RD (SR 1010)

SHRUB3’

18"X12" CIP

TO CIP12" SLCPP

10" SLCPP12" SLCPP TO

18"

CMP

STUMP18"

W/UGBTCO 45



A

A A

A

18"

16" DIP

15"

16" DIP

A

A

15"

A

15" A89

90

9192

93 94 95

N42°21’33"E

N51°06’21"E

5598

56165628

5642

5629

0 25 50 FEET

SCALE

N51°06’21"E

N42°21’33"E

CURVE DATA

SR 1010 CONSTR �

PT STA 97+91.34

PC STA 84+17.40

SUPERELEVATE = N/A

E = 26.28’

R = 9000.00

L = 1373.94’

T = 688.31’

‘ = 8°44’48" LT

PI STA 91+05.71

SR 1010 CONSTR �

ELEV = 532.60

HIGH POINT

PROPOSED DITCH

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACTUTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

LEGEND


EXISTING DITCH


PROPOSED PIPE/INLET

495




(SIZE AS INDICATED)

EXISTING PIPE/INLET



31

SE

E

SH

EE

T

32

SE

E

SH

EE

T

30


A

A A A



33’

OWNER CONTACT INFORMATION.

FENCE. SEE PROPERTY

TO ATTACHED LINE ELECTRIC

GATE DRIVEWAY IMPACT NOT DO

PIPE

EXISTING REMOVE

PIPE

EXISTINGREMOVE

PIPE

EXISTING REMOVE

32

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n10:

11:

21

AM

5/

11/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n08.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

530

530 5

30

530

BTCO 51 W/UG

BTCO 49 45MPH

14" OAK14" OAK

20’ CEDAR

MH SAN

MH SAN

MH SAN

MEMORIAL

PECO 57313-B

GUY POLE

BTCO 701-50

NO NUMBERS

GUY POLE

W/ STREET SIGN

NO NUMBERS

15" RCP 12" SLCPP 12" RCP

10" CIP

12" CMP

15" RCP

18"

CMP

WOODS

4X4

6’ EVERGREEN

12" STUMPS14" STUMP

36" TREE

36" TREE

25’ EVERGREEN

10’ EVERGREEN

4" PVC’S

30’ EVERGREEN ROW

25’ EVERGREEN ROW 20’ EVERGREEN ROW

BRUSH

BRUSH

L L

15" STUMP

24" STUMP

"T

HE

LA

NE"

MAC

MAC

GR

AV

EL

GRAVEL

CONC

MAC

GR

AV

EL G

RA

VE

L

MAC

STUMP RD (SR 1010)

15" SLCPP

W/UGBTCO 45

SLCPP

15"

EVERGREEN25’

OAK14"



14"x23"

RCP

A

15"

15"

AA

A

9697

9899

100101

102

103

N51°06’21"E

PT

PC

RB

5670

56865700

5734

5732

5718

5717 5741

0 25 50 FEET

SCALE

CURVE DATA

SR 1010 CONSTR �

PT STA 97+91.34

PC STA 84+17.40

SUPERELEVATE = N/A

E = 26.28’

R = 9000.00’

L = 1373.94’

T = 688.31’

‘ = 8°44’48" RT

PI STA 91+05.71

CONSTR �

SR 1010

CURVE DATA

SR 1010 CONSTR �

PT STA 104+62.08

PC STA 101+47.75

SUPERELEVATE = N/A

E = 6.19’

R = 2000.00’

L = 314.34’

T = 157.49’

= 9°00’19" RT

PI STA 103+05.24

N60°06’40"E

UTILITY POLE

DO NOT IMPACT

PIPE

RELAY DRIVEWAYPIPE

RELAY DRIVEWAY

PIPE

RELAY DRIVEWAY

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

PIPE

RELAY DRIVEWAY

LEGEND


EXISTING DITCH


PROPOSED PIPE/INLET

495




(SIZE AS INDICATED)

EXISTING PIPE/INLET


ROCK BARRIERRB

SIGN, TYPE B

RESET POST MOUNTED

32

SE

E

SH

EE

T

33

SE

E

SH

EE

T

31

BTCO 51

MAG NAIL IN NORTHERLY SIDE OF

17’ RT STA 101+82

BM #7 ELEV 531.66


A

33’

UTILITY POLE

DO NOT IMPACT

BY OTHERS

INSTALLED

PIPE TO BE

IMPACTS

MINIMIZE TREE

REMOVAL

SELECT TREE

33

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n2:

34:

13

PM

3/

23/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n09.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

530530530530

BTCO 56 W/UG

BTCO 54 W/UGBTCO 53 W/UG

16’ CEDAR

MH SAN

MH SAN

NO NUMBERS

GUY POLE

WOODS

GRAVITY LINE


18’ EVERGREEN

14" STUMP3’ EVERGREENS

12" STUMP

14" STUMP

2’ EVERGREENS

4’ EVERGREENS

5’ EVERGREEN

12’ EVERGREEN

35’ EVERGREEN ROW15’ EVERGREEN ROW

15’ CEDARSWOODS

BTCO 55 W/ UG

MAC

GR

AV

EL

MAC

GR

AVEL

STUMP RD (SR 1010)

15" CMP

BTCO 57 W/UG


WOODS

8" SLCPP

15" RCP

STUMP14"

52 W/UGBTCO

SLCPP15"

EVERGREEN25’

OAK14" LEGAL RIGHT-OF-WAY LINE


A

A

A

15"

A15"A15"

104

105

106

107 108 109 110 111

N60°06’40"E

N56°03’02"E

PT

PC

PT

5734 5748

5766

5786

0 25 50 FEET

SCALE

CURVE DATA

SR 1010 CONSTR �

PT STA 104+62.08

PC STA 101+47.75

SUPERELEVATE = N/A

E = 6.19’

R = 2000.00’

L = 314.34’

T = 157.49’

= 9°00’19" RT

PI STA 103+05.24

CURVE DATA

SR 1010 CONSTR �

PT STA 107+77.23

PC STA 106+00.06

SUPERELEVATE = N/A

E = 1.57’

R = 2500.00’

L = 177.17’

T = 88.62’

= 4°03’38" LT

PI STA 106+88.68

CONSTR �

SR 1010

PIPE

RELAY DRIVEWAY

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

ELEV = 531.50

HIGH POINT

PROPOSED DITCH

LEGEND


EXISTING DITCH


PROPOSED PIPE/INLET

495


(SIZE AS INDICATED)

EXISTING PIPE/INLET


33

SE

E

SH

EE

T

34

SE

E

SH

EE

T

32


A

33’

BY PROPERTY OWNER

USING 15" PIPE PROVIDED

RELAY DRIVEWAY PIPE

34

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n2:

34:

16

PM

3/

23/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n10.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

530

530

530

530

GRAVELMAC

BTCO 701-60BTCO 61

BTCO 62

BTCO 63

MH SAN

12" RCP

TRAFFIC SIGNAL AHEAD

18’ EVERGREEN 22’ EVERGREENS

12’ EVERGREENS

3’ SHRUB

6’ EVERGREEN


GRAVITY LINE

8’ SHRUB


BTCO 58-1

MH SAN

BTCO 59WOODS

10" SLCPP

BTCO 58 W/JBGRAVEL

STUMP RD (SR 1010)

SHRUBS8’



GRAVITY LINE

SHRUB1’



15" A

111 112 113 114 115116

117118

N56°03’02"E

N57°19’15"E

PC

PT

58225842

5878

0 25 50 FEET

SCALE

CURVE DATA

SR 1010 CONSTR �

PT STA 115+50.62

PC STA 113+28.92

SUPERELEVATE = N/A

E = 0.61’

R = 10000.00’

L = 221.71’

T = 110.86’

= 1°16’13" RT

PI STA 114+39.77

SR 1010 CONSTR �

UTILITY POLE

DO NOT IMPACT

UTILITY POLE

DO NOT IMPACT

LEGEND


EXISTING DITCH


PROPOSED PIPE/INLET

495


(SIZE AS INDICATED)

EXISTING PIPE/INLET


SE

E

SH

EE

T

33

34

SE

E

SH

EE

T

35

BTCO 58-1

MAG NAIL IN SOUTHERLY SIDE OF

19’ LT STA 113+02

BM #8 ELEV 529.61


A

A

33’

35

6-01010

35OF

DISTRICT SECTION

NUMBER

REVISIONREVISIONS

COUNTY ROUTE SHEET

bgar

ma

n2:

34:

19

PM

3/

23/

20

16

P:\

110

19\

WO

9

Pl

umstea

d

To

wns

hi

p

H&

H

St

ud

y\

CA

DD\

Deli

vera

ble\

Roa

dwa

y\

Co

nstr

ucti

on

Pla

n\

CN

ST

Rpla

n11.

dgn

DATE BY

BUCKS

PLUMSTEAD TOWNSHIP

1006

DRG

DRG


ENGINEER

AI

NA

VLYSN

N

EP

PROFESSIONAL

REGISTERED

FO

HTLAEWN

OM

M

OC

PAUL A. DeBARRY

PE-037306-E

OL

D

DU

RH

AM

RD

MH SAN

MH SAN

BARNES

MH SAN?

12"

CM

P

12"

CM

P

NO OUTLET

ON RED

STOP HERE

12’ EVERGREENS

18’ EVERGREEN

21’ EVERGREEN

BR

US

H

GRAVITY LINE

3’ SHRUB

4’ SHRUB

1’ SHRUB

18" STUMP

10’ SHRUB

DU

RH

AM

RD (

SR 0413)

SIGNSTOPSHRUBS

8’SHRUB1’

(SR 1010)

STUMP RD(ELEVATION UNKNOWN)

FORCE MAIN

GRAVITY LINE


LINELEGAL RIGHT-OF-WAY

LINELEGAL RIGHT-OF-WAY

15"

A

119120N57°19’15"E

RB

522

524

523

521

0 25 50 FEET

SCALE

CURVE DATA

SR 1010 CONSTR �

PT STA 115+50.62

PC STA 113+28.92

SUPERELEVATE = N/A

E = 0.61’

R = 10000.00’

L = 221.71’

T = 110.86’

= 1°16’13" LT

PI STA 114+39.77

SR 1010 CONSTR �

LIMIT OF WORK

STOP WORK

BUCKS COUNTY

PLUMSTEAD TOWNSHIP

SR 1010 SEC DRG

SEG 0070 OFF 3554

STA 120+08.00

SR 1010 SEC DRG

SEG 0070 OFF 3529

STA 119+83.00


LEGEND


EXISTING DITCH

CHANNEL LABEL


PROPOSED PIPE/INLET


495


ROCK BARRIERRB


(SIZE AS INDICATED)

EXISTING PIPE/INLET

CH-A

CH-G

UTILITY POLE

DO NOT IMPACT

(APPROXIMATE LOCATION)LOOP DETECTOR (LD)

REPLACE

SIGN, TYPE B

RESET POST MOUNTED

35

SE

E

SH

EE

T

34

A

33’

36

Attachment E – Construction Plan title sheet description sheet(s) project coordinates sheet index...

Documents

Transcript of Attachment E – Construction Plan title sheet description sheet(s) project coordinates sheet index...