3-Bid Drawings.pdf

FOR

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

SHEET INDEX

FO

R

BID DRAWINGS

ROUTE 147 WATER LINE PUNCHLIST

3-

HERNDON, PENNSYLVANIA

HERNDON BOROUGH-JACKSON TOWNSHIP J.M.A.

BI

D

D R

AW

IN

G S

R O

U

TE

W

AT

ER

L

IN

E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H -J

AC

KS

O N

T O

W N

SH

IP

J .M

.A

SHEET

NUMBER SHEET NAME

G001 GENERAL INFORMATION

G002 GENERAL INFORMATION

GOO3 KEY PLAN

P101 PLAN AND PROFILE VIEW

P102 PLAN AND PROFILE VIEW

P103 PLAN AND PROFILE VIEW

P104 PLAN AND PROFILE VIEW

P105 PLAN AND PROFILE VIEW

P106 PLAN AND PROFILE VIEW

P107 PLAN AND PROFILE VIEW

P108 PLAN AND PROFILE VIEW

P109 PLAN AND PROFILE VIEW

D103 HOP DETAILS

D104 HOP DETAILS

D105 HOP DETAILS

D106 DETAIL SHEET

D107 DETAIL SHEET

D

ES

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

G001

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

, P

A

PENNSYLVANIA ACT 287 AS AMENDED REQUIRES 3 BUISNESS

DAYS FOR CONSTRUCTION PHASE AND 10 BUISNESS DAYS IN

DESIGN STAGE - STOP CALL

POCS SERIAL NUMBER

xxxxxxxxxxx

1. THE LEGAL RIGHT-OF-WAY FOR THE XXX PROJECT IS VARIABLE AS SHOWN ON THE PLANS.

2. ALL CONSTRUCTION ACTIVITIES AND THE LIMIT OF WORK ASSOCIATED WITH THE XXX CONSTRUCTION AND FINAL XXX ALIGNMENT SHALL BE LIMITED TO WITHIN THE PUBLIC OR LEGAL RIGHT-OF-WAY AND LANDS

OTHERWISE IN POSSESSION OR UNDER CLEARANCE OR EASEMENT BY XXXOWNERXXX.

3. THE CONTRACTOR SHALL CONTACT THE XXX COUNTY CONSERVATION DISTRICT 72 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION AND 72 HOURS PRIOR TO COMPLETING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR CONSTRUCTION PRIOR TO THE BEGINNING

OF WORK.

4. THREE DAYS PRIOR TO EXCAVATING, THE CONTRACTOR SHALL CONTACT PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776, SERIAL NO. _______________ FOR PROJECT.

5. HORIZONTAL CONTROL IS TIED TO THE STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH

AMERICAN DATUM (NAD) 1983.

6. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29).

PROJECTION: STATE PLANE COORDINATE SYSTEM

ZONE: PENNSYLVANIA NORTH

DATUM: NAD83

PLANAR UNITS: U.S. SURVEY FEET

BASED ON NAD83 PA STATE PLANE COORDINATE SYSTEM - NORTH ZONE

7. THE CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. VERIFY SIZE AND LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES, AND TEST PITS IN AREAS OF POTENTIAL CONFLICT. DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER WELL IN ADVANCE OF CONSTRUCTION START. START OF CONSTRUCTION BY THE CONTRACTOR SHALL CONSTITUTE FULL ACCEPTANCE OF ALL

SITE CONDITIONS BY THE CONTRACTOR.

8. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES WHICH ARE TO REMAIN FREE FROM DAMAGE AND MAINTAIN UNINTERRUPTED SERVICE TO ALL USERS. ANY DAMAGE INCURRED DUE TO THE CONTRACTORS OR SUB-CONTRACTORS ACTIONS SHALL BE REPAIRED

IMMEDIATELY AT THE CONTRACTORS EXPENSE.

9. ACCESS TO THE XXX RIGHT-OF-WAY AND CORRIDOR IS AVAILABLE FROM PUBLIC ROADS. THE CONTRACTOR

SHALL CONFIRM RIGHT OF ACCESS WITH XXXOWNERXXX.

10. THE ISSUANCE OF ANY PERMIT OR APPROVAL OF ANY PLANS ARE NOT INTENDED TO CREATE LIABILITY ON THE PART OF THE COUNTY, ITS COMMISSION(S), SUPERVISORS, OFFICERS, OR AGENTS. PARTIES ARE ADVISED TO INDEPENDENTLY INVESTIGATE DEVELOPMENT RIGHTS, IMPROVEMENTS, STRUCTURES, OR COMPONENTS THERE OF ADDITIONAL ZONING AND/OR BUILDING PERMITS AND/OR OCCUPANCY MAY BE NECESSARY. THE OWNER AND ITS SUCCESSORS AND ASSIGNS SHALL INDEMNIFY AND HOLD HARMLESS THE COUNTY, ITS EMPLOYEES, AGENTS, COMMISSION(S), AND SUPERVISORS FROM ALL CLAIMS RELATED TO DEVELOPMENT PLANS AND CALCULATIONS, INCLUDING BUT NOT LIMITED TO STORMWATER DETENTION

AND DISCHARGE.

11. EXISTING PLAN INFORMATION WAS OBTAINED UTILIZING XXX METHOD AND PROPERTY AND RIGHT-OF-WAY BOUNDARY INFORMATION THAT WAS GENERATED USING DEED MOSAICS AND GIS INFORMATION PROVIDED

BY XXX.

12. IF EXISTING SITE CONDITIONS ALONG THE XXX ALIGNMENT DIFFER FROM WHAT IS SHOWN ON THE CONSTRUCTION PLANS, THE XXX CROSS SECTION CAN BE NARROWED WITH THE APPROVAL OF THE ENGINEER. APPROVAL SHALL BE MADE AT MINIMUM 5 DAYS PRIOR TO WORK IN SAID SECTION.

13. CONSTRUCT PROJECT IN ACCORDANCE WITH PENNDOT PUBLICATION 408 (LATEST ADDITION), ALL OF ITS

SUPPLEMENTS AND PROJECT SPECIAL PROVISIONS.

14. THE CONTRACTOR SHALL COMPLY WITH ALL NECESSARY AGENCY APPROVALS, ENVIRONMENTAL PERMITS, AND THE EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND REPORT AS APPROVED BY THE PA

DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE XXX COUNTY CONSERVATION DISTRICT.

15. ALL XXX SURFACE SPECIFICATIONS AND REQUIREMENTS MUST BE ADHERED TO BY THE CONTRACTOR

PRIOR TO, DURING, AND AFTER INSTALLATION OF THE XXX SURFACE.

DRAWING CONVENTIONS

ABBREVIATIONS

EX: EXISTING

PE: PROPOSED

MH: MANHOLE

SMH: SEWER MANHOLE

STMH: STORM MANHOLE

IN: INCH

TBR: TO BE REMOVED

TBA: TO BE ABANDONED

TBD: TO BE DEMOLISHED

GENERAL PROJECT NOTES

C/E

X

FEATURE TEXTFEATURE TEXT

PROPERTY LINE

RIGHT-OF-WAY LINE

EASEMENT LINE

MAJOR CONTOUR LINE

MINOR CONTOUR LINE

BUILDING SETBACK

BUILDING OUTLINE

FENCE LINE

EDGE OF PAVE

EDGE OF GRAVEL

CONCRETE CURB

R/W

C/E

X

FEATURE TEXT

PAVE

GRAVEL

25-YR

50-YR

100-YR

500-YR

DITCH/SWALE

25-YR FLOOD

50-YR FLOOD

100-YR FLOOD

500-YR FLOOD

25-YR

50-YR

100-YR

500-YR

SDSD

SS SS SS SS

W WW W

G G

UE UE

E E

COMM

UE UE

E E

COMM

UCOMMUCOMM

WV WV

DRAINAGE LINE, MANHOLE & INLET

SANITARY SEWER MAIN & MANHOLE

WATER MAIN & VALVE

GAS MAIN & VALVE

OVERHEAD ELECTRIC & UTILITY POLE

UNDERGROUND ELECTRIC

OVERHEAD COMMUNICATION & UTILITY POLE

UNDERGROUND COMMUNICATION

EXISTING PROPOSED

GUIDERAIL

SF

SSF

RCE

SILT FENCE

SUPER SILT FENCE

PERMIT BOUNDARY

LIMIT OF DISTURBANCE

ROCK CONSTRUCTION ENTRANCE

LOD

PERMIT

BENCHMARK

FIRE HYDRANT

GUY WIRE

IRON PIN

TREE (xF = TRUNK DIA.)

SHRUB (xF = SHRUB DIA.)

SINGLE POLE SIGN

UTILITY POLE

GUY POLE

MH

MH

MH

MH

STOCKPILE AREA STOCKPILE

LEGEND

CS-8 CS-8 COMPOST SOCK 8"

CS-12 CS-12 COMPOST SOCK 12"

CS-18 CS-18 COMPOST SOCK 18"

SCALE:

30' 60'0

1" = 30'-0"

VIEW TITLE 21

VIEW TITLE 1

1' 2'

1" = 1'-0" HORZ.

1" = 5'-0" VERT.

5' 10'

SCALE:

SCALE:

VIEW TITLE1

TYP 0

A0.0

A0.0

SIM

ELEV

NOTE

SCALE: 1/8" = 1'-0"

00 1 INCH

GRAPHIC SCALE

VIEW TITLE 1

1 VIEW TITLE 2

VIEW TITLES

PLAN VIEW

PROFILE VIEW

GRAPHIC VIEW

XX

SHEETNUMBER

DETAIL INDICATORS

NORTH ARROWS

N

PLAN

NORTH

SECTION/ELEVATION INDICATORS

G

EN

ER

AL

IN

FO

R M

AT

IO

N

BI

D D

R

AW

IN

G

S

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

1. THE EXISTING SPEED LIMIT ON S.R. 147 IS 25 M.P.H.

2. THE RIGHT-OF-WAY IS FREE ACCESS.

3. ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE

FOLLOWING:

3.1. PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY EDITION

3.2. PENNDOT PUBLICATION NO. 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14)

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

3.4. PENNDOT PUBLICATION NO. 41, PRODUCERS OF BITUMINOUS MATERIAL (BULLETIN 41)

3.5. PENNDOT PUBLICATION NO. 46, TRAFFIC ENGINEERING MANUAL

3.6. PENNDOT PUBLICATION NO. 72, STANDARDS FOR ROADWAY CONSTRUCTION

3.7. PENNDOT PUBLICATION NO. 111M, TRAFFIC CONTROL-PAVEMENT MARKINGS

3.8. PENNDOT PUBLICATION NO. 212, OFFICIAL TRAFFIC CONTROL DEVICES

3.9. PENNDOT PUBLICATION NO. 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

3.10. PENNDOT PUBLICATION NO. 408, SPECIFICATIONS

4. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING

5. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES AND

DRAINAGE.

6. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT MARKINGS.

7. THREE TO TEN DAYS WORKING DAYS PRIOR TO EXCAVATION BASED ON THE COMPLEXITY OF THE PROJECT, THE CONTRACTOR MUST CONTACT THE PA ONE-CALL SYSTEM, INC., PHONE 1-800-242-1776, SERIAL NUMBER _______________ FOR HERNDON BOROUGH AND JACKSON TOWNSHIP. ADDITIONAL

INFORMATION IS AVAILABLE AT HTTPS://WWW.PA1CALL.ORG/PA811/PUBLIC/.

8. THE CONTRACTOR IS REQUIRED TO NOTIFY THE DEPARTMENT AND SUBMT AN ALLEGED VIOLATION

REPORT (AVR) TO THE PA PUBLIC UTILITY COMMISSION THROUGH THE PA ONE CALL SYSTEM,

WWW.PA1CALL.ORG, WITHIN TEN (10) BUSINESS DAYS AFTER A UTILITY IS STRUCK, DAMAGED, OR PREVIOUS DAMAGE IS DISCOVERED AS REQUIRED BY PENNSYLVANIA'S UNDERGROUND UTILITY LINE

PROTECTION LAW ACT 50 (P.L. 852, NO. 287 AMENDED OCT. 30, 2017).

9. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS AND SPECIAL OR UNFORSEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO

WORKING DURING THESE PERIODS.

10. THE PROPOSED UTILITY LOCATION MUST BE AS INDICATED ON THE PLAN OR MATCH THE EXISTING AS

FOUND IN THE FIELD, WHICHEVER IS GREATER.

11. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED. REPAIR/REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE.

12. ALL EXISTING PAVEMENT MARKING WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY THE

PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS.

13. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT

PUBLICATION 111, TC-8600).

14. MATCH EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK.

15. MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT

RIGHT-OF-WAY.

16. ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE THAT ARE

OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, SHALL BE CONSTRUCTED TO COMPLY WITH THE

REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES OF BUILDINGS (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG).

PENNDOT DESIGN MANUAL PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY

CONSTRUCTION (PENNDOT PUBLICATION 72M, RC-67M) PROVIDE GUIDANCE ON ADA ACCESSIBLE DESIGN

FOR PEDESTRIAN FACILITIES AND CAN BE UTILIZED FOR REFERENCE.

17. CONSTRUCT ALL PROPOSED PEDESTRIAN FACILITIES ON THEE PLANS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), AND THE 2010 ADA

STANDARDS.

18. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL.

19. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND

NEW STORM DRAINAGE WITHIN THE PROJECT LIMITS A THE COMPLETION OF CONSTRUCTION.

20. MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE

STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE.

21. STRUCTURAL STEEL BICYCLE SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE ROADWAY PAVEMENT OR THOSE THAT MAY RECEIVE BICYCLE TRAFFIC (PENNDOT PUBLICATION 72M, RC-45M).

22. THE RESPONSIBILITY FOR ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED PAVING ARE RELOCATED OUTSIDE OF PAVED AREAS AND SHOULDERS SHALL BE THAT OF THE PERMITTEE. THE

UTILITY POLES MUST BE RELOCATED BEFORE THE START OF PAVING OPERATIONS.

23. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES

WHICH ARE A RESULT OF THESE IMPROVEMENTS.

24. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENE OVER THE UTILITY RELOCATION POSITIONS SHOWN

THE HOP PLANS.

25. A LIST OF PUBLIC UTILITIES IN ACCORDANCE WITH ACT 287-1974 IS PROVIDED ON THE COVER SHEET.

26. THE LEGAL RIGHT-OF-WAY ON SR 147 IS A MINIMUM OF 24-FEET BASED ON THE PARCEL DATA AND

ADJACENT DEED DESCRIPTIONS. THERE IS NO OTHER PUBLIC RECORD.

27. DO NOT INTERFERE WITH THE OPERATION OF ANY FIRE HYDRANT, FIRE CALL BOX OR POLICE CALL BOX.

GENERAL PERMIT NOTES

1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF

THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITES

OF CONSTRUCTION.

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

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

INDICATED ON THESE DRAWINGS AND THE FOLLOWING:

2.1. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

2.2. PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL

2.3. PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION

2.4. PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS

2.5. PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES

2.6. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

2.7. PENNDOT PUBLICATION 236, HANDBOOK OF APPROVED SIGNS

2.8. PENNDOT PUBLICATION 408, SPECIFICATIONS

2.9. MUTCD, CURRENT EDITION

3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLEATION OF THE WORK, PENNDOT WILL REMOVE ANY

TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES.

4. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF

WORK.

5. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS.

6. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNES ON TYPE 111 BARRICADES UNLESS OTHERWISE

NOTED OR INSTRUCTED BY THE DISTRICT OFFICE.

7. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION.

8. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES

WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS.

9. ALL CHANNELIZING DEVICES, BARRICATEDS, AND SIGNS SHALL HAVE TYPE 111 OR BETTER PRISMATIC

RETROREFLECTIVE SHEETING. SHEETING WALL SHALL BE APPROVED AND LISTED IN PENNDOT

PUBLICATION 35 (BULLETIN15).

10. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN (14) DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC

IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS).

11. MAINTENANCE AND PROTECTION OF TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWING(S) GENERAL FIGURES 1-1, 2-4, 6-1 THRU 6-22, 10-17, 10-25, 10-26, 10-28 THRU 10-30, 10-33, 10-35, 10-39, 10-41, 10-49, 10-53, 11-1 THRU 11-10, 12-1, 12-2, 12-4, 12-10, 13-1, 14-1, 14-2, PATA FIGURES 101-A, 102, 106, 107, 302, IN THE CURRENT PENNDOT PUBLICATION 213, "TEMPORARY TRAFFIC CONTROL GUIDELINES".

12. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH

PUBLICATION 408, SECTION 901.3(J).

13. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC SIGNING UPON COMPLETION OF THAT DAY'S WORK

PERIOD.

14. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC

CONGESTION AND UNSAFE TRAFFIC CONDITIONS.

15. NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON FLASH.

16. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES

WITHIN PENNDOT'S REIGHT-OF-WAY.

17. UTILIZE PENNDOT PUBLICATION 213, WORK ZONE TRAFFIC CONTROL PATA DRAWING NUMBERS PROVIDED IN NOTE 11 FOR BOTH SHORT-TERM TRAFFIC CONTROL OPERATIONS AND LONG-TERM TRAFFIC CONTROL

OPERATIONS.

18. UTILIZE PENNDOT PUBLICATION 213, WORK ZONE TRAFFIC CONTROL PATA DRAWING NUMBERS PROVIDED

IN NOTE 11 FOR SIGNAGE AND DEVICE SETUP/REMOVAL.

19. DAILY ADJUSTMENTS TO TEMPORARY TRAFFIC CONTROL DEVICES SHALL OCCUR TO ADJUST FOR

LOCATION OF DAILY EXTENT OF WORK.

20. MAINTAIN EXISTING PEDESTIRAN FACILITIES/ACCESS THROUGHOUT THE PROJECT DURATION. UTILIZE PENNDOT PUBLICATION 213, WORK ZONE TRAFFIC CONTROL PATA DRAWINGS PROVIDED IN NOTE 11 FOR

BOTH SHORT-TERM AND LONG TERM DURATIONS.

21. ALL FLAGGERS TO WEAR YELLOW/GREEN (ANSI 11) APPAREL AND LEGGINGS. ANSI 111 APPAREL IS

REQUIRED DURING HOURS OF DARKNESS FOR ALL HIGHWAY WORKERS.

WORK RESTRICTION:

1. NO TRAFFIC RESTRICTION OR LANE CLOSURES ARE PERMITTED AFTER 0500 PM AND BEFORE 0700 AM

MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL

HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR OT THE

LEGAL HOLIDAY.

2. NO PAVING, LANE RESTRICTIONS, OR CLOSURES ON WEEKENDS WITHOUT PENNDOT APPROVAL.

3. NO LANE RESTRICTIONS OR CLOSURE ALONG SR147 WILL BE PERMITTED ON DATES IDENTIFIED BY JACKSON TOWNSHIP AND/OR HERNDON BOROUGH. CONTRACTOR TO VERIFY DATES WITH THE TOWNSHIP

AND BOROUGH PRIOR TO CONSTRUCTION.

GENERAL SEQUENCE NOTES:

1. MOBILIZE FOR CONSTRUCTION.

2. INSTALL LONG-TERM SIGNING AND TEMPORARY TRAFFIC CONTROL DEVICES

3. INSTALL E&SPC MEASURES AS INDICATED AND IN ACCORDANCE WITH THE APPROVED E&SPC PLAN.

4. PERFORM CONSTRUCTION ACTIVITIES.

5. REMOVE E&SPC MEASURES

6. REMOVE TRAFFIC CONTROL SIGNING AND DEVICES

DAILY SEQUENCE NOTES:

1. MOBILIZE TO SITE

2. INSTALL DAILY TEMPORARY TRAFFIC CONTROL DEVICES

3. PERFORM DAILY CONSTRUCTION ACTIVITIES

4. REMOVE TEMPORARY TRAFFIC CONTROL DEVICES

5. DEMOBILIZE

MAINTENANCE AND PROTECTION OF TRAFFIC (MPT ) NOTES

GENERAL SEQUENCE OF CONSTRUCTION AND TRAFFIC CONTROL

1. FROM STA. 0+00 TO STA. 0+25, NO TRAFFIC CONTROL NEEDED, WORK PERFORMED OUT OF PENNDOT

RIGHT-OF-WAY.

2. FROM STA. 0+25 TO STA. 5+50, FIGURES 1-1, 2-1, 6-21, PATA 107

3. FROM STA. 5+50 TO STA. 6+50, FIGURES 1-1,2-1, 6-17(INTERSECTION WITHIN THE ACTIVITY AREA), PATA

107 (HERNDON ROAD INTERSECTION).

4. FROM STA. 6+50 TO STA. 20+25, FIGURES 1-1, 2-1, 6-21, PATA 107.

5. FROM STA. 20+25 TO STA. 20+75, FIGURES1-1, 6-18, PATA 107 (CHESTNUT STREET INTERSECTION).

6. FROM STA. 20+75 TO STA. 26+50, FIGURES 1-1, 2-1, PATA 107.

7. FROM STA. 26+50 TO STA. 27+50, FIGURES 1-1,2-1, 6-17(INTERSECTION WITHIN THE ACTIVITY AREA), PATA 107 (UPPER ROAD INTERSECTION).

8. FROM STA. 27+50 TO STA. 30+00, FIGURES 1-1, 2-1, PATA 107.

9. FROM STA. 30+00 TO STA. 31+50, FIGURES 1-1, 2-1, 6-21, PATA 107.

10. FROM STA. 31+50 TO STA. 37+75, FIGURES 1-1, 2-1, PATA 107.

11. FROM STA. 37+75 TO STA. 38+50, FIGURES 1-1, 2-1, 6-21, PATA 107.

12. FROM STA. 38+50 TO STA. 41+50, FIGURES 1-1, 2-1, PATA 107.

13. FROM STA. 41+50 TO STA. 48+50, FIGURES 1-1, 2-1, 6-21, PATA 107.

14. FROM STA. 48+50 TO STA. 49+50, FIGURES 1-1,2-1, 6-19 (INTERSECTION WITHIN THE ACTIVITY AREA), PATA 107 (POTSVILLE STREET INTERSECTION).

15. FROM STA. 49+50 TO STA. 50+75, FIGURES 1-1, 2-1, 6-21, PATA 107.

16. FROM STA. 50+75 TO STA. 51+75, FIGURES 1-1,2-1, 6-18 (INTERSECTION WITHIN THE ACTIVITY AREA), PATA 107 (FERRY STREET INTERSECTION).

17. FROM STA. 51+75 TO STA. 55+50, FIGURES 1-1, 2-1, 6-21, PATA 107.

18. FROM STA. 55+50 TO STA. 56+25, FIGURES 1-1, 2-1, 6-22, (INTERSECTION WITHIN THE ACTIVITY AREA), PATA 107 (READING AVENUE INTERSECTION).

19. FROM STA. 56+25 TO STA. 58+25, FIGURES 1-1, 2-1, 6-21, PATA 107.

20. FROM STA. 58+00 TO STA. 59+00, FIGURES 1-1, 2-1, 6-18, (INTERSECTION WITHIN THE ACTIVITY AREA), 6-21, PATA 107(READING STREET INTERSECTION).

21. FROM STA. 59+00 TO STA. 62+25, FIGURES 1-1, 2-1, 6-21, PATA 107.

22. FROM STA. 62+25 TO STA. 63+25, FIGURES 1-1,2-1, 6-18 (INTERSECTION WITHIN THE ACTIVITY AREA), PATA 107(SECOND STREET INTERSECTION).

23. FROM STA. 63+25 TO STA. 64+75, FIGURES 1-1, 2-1, 6-21, PATA 107.

24. FROM STA. 64+75 TO STA. 65+75, 1-1,2-1, 6-19 (INTERSECTION WITHIN THE ACTIVITY AREA), PATA 107

(THIRD STREET AND FORTH STREET INTERSECTION).

25. FROM STA. 65+75 TO STA. 91+75, FIGURES 1-1, 2-1, 6-21, PATA 107.

26. FROM STA. 91+75 TO STA. 96+25, FIGURES 1-1, 2-1, PATA 107.

27. FROM STA. 95+25 TO STA. 96+25, FIGURES 1-1,2-1, 6-17(INTERSECTION WITHIN THE ACTIVITY AREA), PATA 107 (RESERVOIR ROAD INTERSECTION).

28. FROM STA. 96+25 TO STA. 100+13, NO TRAFFIC CONTROL NEEDED, WORK PERFORMED OUTSIDE OF

PENNDOT RIGHT-OF-WAY.

MAINTENANCE AND PROTECTION OF TRAFFIC (MPT ) NARRATIVE

D

ES

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

G002

G

EN

ER

AL

IN

FO

R M

AT

IO

N S

H

EE

T

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

, P

A

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

G003

PL

AN

A N

D P

R O

FI

LE

V

IE

W

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

, P

A

BI

D

D R

AW

IN

S

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P101

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P102

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P103

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P104

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P105

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P106

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P107

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P108

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

P109

PL

AN

A N

D P

R O

FI

LE

V

IE

W

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

D103

H O

P D

ET

AI

LS

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

SCALE: N.T.S.

TYPICAL SECTION DETAILS1

SCALE: N.T.S.

TYPICAL SECTION DETAILS2

SCALE: N.T.S.

TYPICAL ROADWAY CROSS SECTION NOTES3 SCALE: N.T.S.

TYPICAL ROADWAY CROSS SECTION NOTES4

D

ES

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

D104

H O

P D

ET

AI

LS

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

, P

A

N L

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

SCALE: N.T.S.

FIGURE 1-11

SCALE: N.T.S.

FIGURE 2-12

SCALE: N.T.S.

FIGURE 6-173

SCALE: N.T.S.

FIGURE 6-184

SCALE: N.T.S.

FIGURE 6-195

SCALE: N.T.S.

PATA 1-76 SCALE: N.T.S.

PATA 1-77

D

ES

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

D105

H O

P D

ET

AI

LS

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

D106

D

ET

AI

L

SH

EE

T

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

, P

A

SCALE: N.T.S.

FOR INLET BOXES1

TYPICAL STEP CONFIGURATION

SCALE: N.T.S.

SERVICE INSTALLATION PROFILE2 SCALE: N.T.S.

FIRE HYDRANT INSTALLATION3

SCALE: N.T.S.

TYPICAL AIR RELEASE VALVE4

AIR RELEASE VALVE

DRAIN VALVE

SHUT OFF VALVE

WATER PIPELINEPIPELINE RISER

OUTLET

SCALE: N.T.S.

AIR RELEASE VALVE IN MANHOLE PROFILE5

SCALE: N.T.S.

FLOW METER IN MANHOLE6

C R

IP

TI

O N

M

AR

K

D R

AW

IN

G S

C

AL

E:

D

AT

E

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

PROJECT NO:

Th is d ra w in g se t a nd ac co m pa ny in g do cu m en ts a re ow ne d by

O w en s

Pr of es si on al

So lu tio ns

, L

LC

a nd a re in te nd ed fo r u se o nl y by th e in te nd ed pa rti es w ho h av e a co nt ra ct ua l ag re em en t w ith

O w en s

Pr of es si on al

S ol ut io ns , L

LC

C op yr ig ht

O w en s Pr of es si on al S ol ut io ns

, L

LC

D107

D

ET

AI

L

SH

EE

T

BI

D D

R

AW

IN

G

S

R O

U

TE

W

AT

ER

LI

N E

PU

N

C H

LI

ST

H

ER

N D

O N

B O

R O

U G

H , J

AC

KS

O N

T O

W N

SH

IP

J M

A

N

O R

TH

M

AI

N

S

TR

EE

T

H

ER

N D

O N

, P A

(5

) 7

EB

I

JC

O

AS

S

H O

W N

08003 - 013

H

ER

N D

O N

B O

R O

U G

H , N

O R

TH

U

M

BE

R

LA

N D

C O

U N

TY

, P

A

SCALE: N.T.S.

CONCRETE CURB INSTALLATION1

SCALE: N.T.S.

ADJACENT TO BUILDING2

CONCRETE SLAB/WALK SCALE: N.T.S.

CONCRETE CURB END TAPER3

SCALE: N.T.S.

PLAIN CEMENT CONCRETE CURB4 SCALE: N.T.S.

CONCRETE WALK5 SCALE: N.T.S.

CONCRETE CURB AND WALK7 SCALE: N.T.S.

ISOLATION AND CONTROL JOINTS7