06c_3008 MPT Plan_final_4.21.26.pdf

GENERAL NOTES

1GENERAL NOTES

WITHIN PENNDOT'S RIGHT-OF-WAY.

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

NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING THE SIGNAL ON FLASH.

NOTIFY THE LOCAL MUNICIPALITY WHERE SIGNALIZED INTERSECTIONS FALL WITHIN THE WORK ZONE. DO

CONGESTION AND UNSAFE TRAFFIC CONDITIONS.

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

PERIOD.

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

408, SECTION 901.3(J).

DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

PROJECTS UNDER CONTRACT WITH PENNDOT OR THE CITY. ALL COSTS ASSOCIATED WITH COORDINATION

PROTECTION OF TRAFFIC WITH ALL CONTRACTORS AND SUBCONTRACTORS OF ADJACENT CONSTRUCTION

CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES AND MAINTENANCE AND

610-205-6700 AT LEAST 3 DAYS PRIOR TO THE START OF WORK.

IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEER AT

ITEM # 0901-0001.

CONSTRUCTION AREAS. TEMPORARY ADJUSTMENTS TO LOCAL ROADS AND DRIVEWAYS IS INCIDENTAL TO

PROVIDE INGRESS AND EGRESS ABILITIES TO ALL LOCAL ROADS AND DRIVEWAYS SITUATED ADJACENT TO

RESTRICTIONS.

STAGE. CONTACT PHILADELPHIA STREETS DEPARTMENT AT (215)-686-5524 TO COORDINATE PARKING

PLACE TEMPORARY PARKING RESTRICTION SIGNS AS NEEDED FOR THE DURATION OF EACH CONSTRUCTION

INTERSECTING STREETS, DRIVES, ETC., AND/OR AS FIELD CONDITIONS DICTATE.

ALL ADVANCE WARNING SIGNS AND CHANNELIZING DEVICES MAY BE ADJUSTED BACK OR FORWARD DUE TO

OBSTRUCTED AT DRIVEWAYS OR SIDE STREETS.

KEEP DRIVEWAYS ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT DISTANCE IS NOT

RETROREFLECTIVE SHEETING.

REFLECTORIZE ALL DRUMS AND BARRICADES USED FOR TRAFFIC CONTROL USING TYPE III OR TYPE IV

ARE TO BE TYPE VII RETROREFLECTIVE SHEETING CONFORMING TO THE DEPARTMENT'S SPECIFICATION.

TRAFFIC CONTROL PLAN AND IN ACCORDANCE WITH THE PROVISIONS OF PUBLICATION 213. ALL SIGNS

INSTALL AND MAINTAIN THE TEMPORARY SIGNS AND TRAFFIC CONTROL DEVICES AS INDICATED ON THE

SPECIFIED IN SECTION 901.3 (A) OF PUBLICATION # 408-2020.

THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY AS

ENGINEER OR HIS REPRESENTATIVE BEFORE WORK BEGINS.

ALL TRAFFIC CONTROL SIGNS AND DEVICES PLACED MUST BE INSPECTED BY THE CITY RESIDENT

TYPE "B" MOUNTED TRAFFIC CONTROL SIGNS, PULL ANCHOR POSTS.

IMMEDIATELY UPON COMPLETION OF THE WORK, REMOVE TRAFFIC CONTROL SIGNS AND DEVICES. FOR ALL

NOTED.

ALL LONG-TERM CONSTRUCTION SIGNING TO BE MOUNTED ON TYPE III BARRICADES UNLESS OTHERWISE

PHONE NUMBER IS (610) 205-6934.

THE START OF WORK. NOTIFY THE TMC WHEN THE ROAD IS RESTORED TO NORMAL OPERATION. THE TMC

PROPOSED LANE OR SHOULDER RESTRICTIONS OR ROAD CLOSURES, AND FIFTEEN (15) MINUTES PRIOR TO

NOTIFY THE DISTRICT 6-0 TRAFFIC MANAGEMENT CENTER (TMC) TWO (2) DAYS IN ADVANCE OF ANY

SIGNIFICANT LANE CLOSURES OR DETOURS.

NOTIFY THE DISTRICT 6-0 PRESS OFFICE AT (610) 205-6797 TWO (2) WEEKS IN ADVANCE OF ANY

DETOURS.

DISTRICT AND THE GENERAL PUBLIC AT LEAST TWO WEEKS PRIOR TO START OF WORK AND PRIOR TO

NOTIFY LOCAL EMERGENCY UNITS (POLICE, FIRE, MEDICAL, ETC.), SEPTA, BUSINESS, SCHOOL

FOR DEPARTMENT APPROVAL WHEN INADEQUACIES ARE DISCOVERED.

TERM OF THE CONTRACT. CONSTANTLY REVIEW THIS PLAN FOR ADEQUACY AND TO RECOMMEND CHANGES

MINIMUM AND ADDITIONAL PROTECTION MAY BE NEEDED IF PROBLEMS ARE ENCOUNTERED DURING THE

PROTECTION OF THE PUBLIC AND THE CONSTRUCTION PERSONNEL. THE STANDARDS PRESCRIBED ARE

REMINDED THAT THIS APPROVAL IS NOT INTENDED TO RELIEVE HIM OF THE RESPONSIBILITY FOR THE

PUBLICATION 213, CHAPTER 212 OF THE 67 PA CODE AS CURRENTLY AMENDED. THE CONTRACTOR IS

THESE PLANS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH STANDARDS PRESCRIBED IN

ALL WORK IS TO BE PERFORMED WITHIN THE LEGAL RIGHT-OF-WAY.

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

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

TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES.

REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY

10. PENNDOT PUBLICATION NO. 408/2020 SPECIFICATIONS WITH REVISIONS

9. PENNDOT PUBLICATION 236, PA HANDBOOK OF APPROVED SIGNS

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

7. PENNDOT PUBLICATION NO. 212, OFFICIAL TRAFFIC-CONTROL DEVICES

STANDARDS

6. PENNDOT PUBLICATION NO. 111, TRAFFIC CONTROL PAVEMENT MARKING AND SIGNING

5. PENNDOT PUBLICATION NO. 72M, STANDARDS FOR ROADWAY CONSTRUCTION

4. PENNDOT PUBLICATION NO. 46, TRAFFIC ENGINEERING MANUAL

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

2. FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

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

APPROACHING THE CONSTRUCTION AREA.

MAINTAIN THE SAFETY OF PEDESTRIANS AT ALL TIMES WITHIN THE LIMITS OF CONSTRUCTION AND

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

THE DAY PRIOR TO THE LEGAL HOLIDAY.

ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON

BETWEEN 3:00 PM AND 7:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS

NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00 AM AND 9:00 AM AND

(BULLETIN 15).

RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35

ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC

WORK.

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

DURING NON-WORK HOURS, PROTECT ALL EXCAVATION WITH 2A MATERIAL.

PEDESTRIAN FACILITIES

PROTECTION APPROVED BY THE CITY'S RESIDENT ENGINEER MUST BE IN PLACE.

IF CONSTRUCTION MATERIALS ARE LIFTED OVER ACTIVE PEDESTRIAN FACILITIES THEN OVERHEAD

THE CITY'S RESIDENT ENGINEER MUST APPROVE THE FENCE BARRIER DESIGN PRIOR TO INSTALLATION.

PROVIDE A CONTINUOUS SURFACE OR UPPER RAIL AT A 36" MINIMUM HEIGHT ABOVE THE WALKWAY SURFACE.

CONTINUOUS BOTTOM EDGE 6 INCHES ABOVE THE WALKWAY SURFACE. THE PEDESTRIAN BARRIER SHALL ALSO

THE PEDESTRIAN BARRIERS SHALL BE CONTINUOUS, STABLE AND NON-FLEXIBLE WITH A DETECTABLE, THAN 2 FEET OR AS DIRECTED BY THE REPRESENTATIVE.

PROVIDE A 4 FT FENCE BARRIER MADE OF PLASTIC OR METAL. USE METAL FENCE FOR DROP OFFS GREATER

WHERE PEDESTRIANS ARE ADJACENT TO ONGOING CONSTRUCTION OR WITHIN 4-FT OF A TRAVEL LANE, MAINTAIN IN PLACE PEDESTRIAN FACILITIES UNTIL OPENING MODIFIED PEDESTRIAN PATTERNS.

AMERICANS WITH DISABILITIES ACT (ADA), PENNDOT AND CITY REQUIREMENTS.

PERMITTED IN THE WALKWAYS AND CROSSWALKS BUT MAY BE COVERED WITH A SUITABLE MATERIAL MEETING

WALKWAYS SURFACES MUST BE STABLE AND SLIP RESISTANT. INLET GRATES AND UTILITY CASTING ARE NOT

8.33% (12:1) INCLUDING RAMP AREAS TO ROADWAYS.

ALL PEDESTRIAN WALKWAYS MUST HAVE A MAXIMUM CROSS-SLOPE OF 2.00% AND A MAXIMUM GRADIENT OF

WIDE WALKWAY CAN BE PROVIDED THROUGHOUT THE LENGTH.

FEASIBLE. EVERY 200-FT A 5-FT WIDE X 5-FT LONG PASSING ZONE MUST BE PROVIDED UNLESS A 5-FT

PEDESTRIAN WALKWAYS MUST BE A MINIMUM OF 4-FT IN WIDTH. PROVIDE MINIMUM 5-FT WIDTH WHEREVER

PROTRUDE INTO THE PEDESTRIAN WALKWAY.

COORDINATE WITH SEPTA FOR TEMPORARY BUS STOP RELOCATIONS. NOTHING SHALL BE PERMITTED TO

MAINTAIN ACCESS TO ALL BUILDING ENTRANCES AND DRIVEWAYS. MAINTAIN ACCESS TO ALL BUS STOPS.

DETOURS UTILIZING PATAS: 217, 218, OR 219 FROM PENNDOT PUBLICATION 213.

STAGE CONSTRUCTION TO MAINTAIN PEDESTRIAN WALKWAYS THROUGH WORK ZONES OR PROVIDE PEDESTRIAN

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

TRAFFIC CONTROL PLAN

O P

E R

A T

O R

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s P

A C i t y o f P h i l a T

O I T

S C r e s c e n t v i l l e R o a d S i g n a l s C

A D

D P l a n S e t T r a f f i c T

C M

P T

G e n N o t e s .d g n

D A

T E

NUMBER

REVISION

6-0 PHILADELPHIA 1002 SBS

CITY OF PHILADELPHIA

O

C T

OF 6

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

SEQUENCE OF CONSTRUCTION

SEQUENCE OF CONSTRUCTION

STAGE 2

THE INTERCONNECT PLANS.

INSTALL ALL NECESSARY ITS EQUIPMENT AND WIRING AS SHOWN ON

AND 120 DURING ALLOWABLE WORKING HOURS.

213 PATA FIGURES 101-A, 102, 107, 109-F, 109-L, 118, 119,

AS SHOWN ON INTERCONNECT PLAN UTILIZING PENNDOT PUBLICATION

CRESCENTVILLE ROAD (SR 1002) & CHELTENHAM AVENUE (SR 1002)

INSTALL VIDEO-RADAR DETECTION SYSTEM AT THE INTERSECTION OF

WORKING HOURS.

110-J, 110-R, 110-T, 118, 119, AND 120 DURING ALLOWABLE

PENNDOT PUBLICATION 213 PATA FIGURES 101-A, 102, 107, 110-H,

RUN BOULEVARD AS SHOWN ON TRAFFIC SIGNAL PLAN UTILIZING

CRESCENTVILLE ROAD (SR 1002) & ADAMS AVENUE (SR 1002)/ADAMS

INSTALL SIGNAL EQUIPMENT AT THE INTERSECTION OF

119, 120, AND 128 DURING ALLOWABLE WORKING HOURS.

PENNDOT PUBLICATION 213 PATA FIGURES 101-A, 102, 107, 118,

PEDESTRIAN SIGNAL, AS SHOWN ON TRAFFIC SIGNAL PLAN UTILIZING

INSTALL SIGNAL EQUIPMENT AND CURB RAMPS AT THE MIDBLOCK

HOURS.

CHANNELIZING DEVICES ADJACENT TO CURB DURING NON-WORKING

102, 110-H, 110-J, 110-R, AND 110-T AS NECESSARY. PLACE

INTERSECTION UTILIZING PENNDOT PUBLICATION 213 PATA FIGURES

1002)/ADAMS AVENUE (SR 1002)/ADAMS RUN BOULEVARD

NORTHWEST AND SOUTHWEST QUADRANTS OF CRESCENTVILLE ROAD (SR

CONSTRUCT PROPOSED SIDEWALK, CURBING, AND CURB RAMPS IN THE

7+58.55 IN ACCORDANCE WITH THE STAGE 2 TRAFFIC CONTROL PLANS.

CONSTRUCT PROPOSED SIDEWALK AND CURBING FROM STA 2+00.00 TO

TRAFFIC CONTROL PLANS.

INSTALL THE TRAFFIC CONTROL DEVICES AS SHOWN ON STAGE 2

REMOVE ALL TRAFFIC CONTROL DEVICES ASSOCIATED WITH STAGE 1.

STAGE 1

DURING NON-WORKING HOURS.

NECESSARY. PLACE CHANNELIZING DEVICES ADJACENT TO CURB

UTILIZE PENNDOT PUBLICATION 213 PATA FIGURE 102 AS

50+40.00 TO STA 50+80.00 AND STA 58+73.80 TO STA 59+04.98.

CONSTRUCT PROPOSED BUS STOP, SIDEWALK, AND CURBING FROM STA

STAGE 1 TRAFFIC CONTROL PLANS.

PENNDOT PUBLICATION 213 PATA FIGURES IN ACCORDANCE WITH THE

AVENUE (SR 1002)/ADAMS RUN BOULEVARD INTERSECTION UTILIZING

NORTHEAST QUADRANT OF CRESCENTVILLE ROAD (SR 1002)/ADAMS

CONSTRUCT PROPOSED CHANNELIZING ISLAND EXTENSION IN

TRAFFIC CONTROL PLANS.

INSTALL THE TRAFFIC CONTROL DEVICES AS SHOWN ON STAGE 1

SEDIMENT CONTROL PLAN.

INSTALL EROSION AND SEDIMENT CONTROL BMPs PER EROSION &

TEMPORARY TRAFFIC CONTROL

STAGE 2 (CONT.)

CONTROL BMPs.

STABILIZATION NOTES AND REMOVAL OF EROSION AND SEDIMENT

REFER TO EROSION AND SEDIMENT CONTROL PLANS FOR PERMANENT

WORK.

REMOVE ALL TRAFFIC CONTROL DEVICES AFTER THE COMPLETION OF

DURING ALLOWABLE WORKING HOURS.

119, 120, 128, AND 130 (TEMPORARY CROSSWALK NOT PERMITTED)

FIGURES 101-A, 102, 107, 110-H, 110-J, 110-R, 110-T, 118,

SHOWN ON SIGNAL PLANS UTILIZING PENNDOT PUBLICATION 213 PATA

REMOVE EXISTING AND INSTALL PROPOSED PAVEMENT MARKINGS AS

ADJACENT TO CURB DURING NON-WORKING HOURS.

PATA FIGURE 102 AS NECESSARY. PLACE CHANNELIZING DEVICES

58+07.21 TO STA 58+28.33. UTILIZE PENNDOT PUBLICATION 213

CONSTRUCT PROPOSED SIDEWALK, CURBING, AND ADA RAMP FROM STA

WITH AT LEAST 60 DAYS NOTICE PRIOR TO BUS STOP RELOCATION.

FROM EXISTING LOCATIONS TO PROPOSED LOCATIONS. PROVIDE SEPTA

AFTER SIGNAL IS ACTIVATED, RELOCATE SEPTA BUS STOP SIGNAGE

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

E R

A T

O R

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s P

A C i t y o f P h i l a T

O I T

S C r e s c e n t v i l l e R o a d S i g n a l s C

A D

D P l a n S e t T r a f f i c T

C M

P T

G e n N o t e s .d g n

D A

T E

NUMBER

REVISION

6-0 PHILADELPHIA 1002 SBS

CITY OF PHILADELPHIA

N

O V

OF 6

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

GRAVEL S

E

E S

H E

T

F

STAGE 1

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

PATA FIGURE 129

PUBLICATION 213

PENNDOT

ACCESS UTILIZING

PROVIDE PEDESTRIAN

LP

TLP

LP

TLP

S

S

W

TLP

D Y

H

W

S

S

S

TLP

S

EM

S °3

'1 "E

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

E R

A T

O R

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

C

M

P T

S t a g e

.d g n

D A

T E

NUMBER

REVISION

6-0 PHILADELPHIA 1002 SBS

CITY OF PHILADELPHIA

N

O V

OF 6

CRESCENTVILLE ROAD

CRESCENTVILLE ROAD (SR 1002)

A D

A M S

A V

E N

U E

S

R

R O

AD

W

O R

K

W 20-1

36"X 36"

AHEAD

EN

D

R O

AD

W

O R

K 36"X

18"

G 20-2

ROAD WORK

36"X18"

G20-2

END

30"X 30"

R 3-8A

(LS

-R

ONLY

D E Y /4

NEWTRAFFIC

PATTERN

AHEAD

W 23-2

36"X 36"

T Y P

I

N

BACKGROUND

ORANGE (REFLECTORIZED)

LEGEND AND BORDER ON

BLACK (NON-REFLECTORIZED)

NOTE:

LEGEND

SIGN AND SUPPORT

CHANNELIZING DEVICEor

TRAFFIC FLOW

AREA

PROPOSED LONG TERM WORK

SCO

E

E S

H E

F

STAGE 1

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

SCOSCOSCO

W W

GG

WW

SCO

W

SCO

GG

WW

W

G

D

Y

H

WW

G

W

SW

S

S

W

S

W W

S

S

D

Y

H

57 58 59 61 6260

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

E R

A T

O R

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

C

A

M

P T

S t a g e

.d g n

D A

T E

NUMBER

REVISION

6-0 PHILADELPHIA 1002 SBS

CITY OF PHILADELPHIA

N

O V

OF 6

CRESCENTVILLE ROAD (SR 1002)

LEGEND

SIGN AND SUPPORT

CHANNELIZING DEVICEor

TRAFFIC FLOW

GRAVEL

E

E S

H E

STAGE 2

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

LP

TLP

LP

TLP

S

S

W

TLP

D Y

H

W

W

S

S

S

TLP

S

EM

S °3

'1 "E

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

E R

A T

O R

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

C

M

P T

S t a g e

.d g n

D A

T E

NUMBER

REVISION

6-0 PHILADELPHIA 1002 SBS

CITY OF PHILADELPHIA

N

O V

OF 6

CRESCENTVILLE ROAD

CRESCENTVILLE ROAD (SR 1002)

A D

A

A V

E N

U E

S

R

ADAMS RUN BOULEVARD

R -2

Y

IELD

X

R O

A D

W O

R K

W -1

"X

AH

EAD

W -1

R "X

R O

AD

W

O R

K

W 20-1

36"X 36"

AHEAD

W -2

X

60'30' (TYP.)

T

Y P

200'

I

N

LEGEND

SIGN AND SUPPORT

CHANNELIZING DEVICEor

TRAFFIC FLOW

SCO

E

E S

H E

STAGE 2

VLYS

N N

E

A N

I

ENGINEER

REGISTERED

PROFESSIONALC

P

M

O M

N AEW

O

A

H

O F

LT

JEANNETTE J. QUIRUS

057049-E

SCOSCOSCO

W W

GG

WW

SCO

W

SCO

GG

WW

W

G

D

Y

H

WW

G

W

SW

S

S

W

S

W W

S

S

D

Y

H

57 58 59 61 6260

DISTRICT COUNTY ROUTE SECTION SHEET

DATE BYREVISIONS

D A

T E

E R

A T

O R

F I L

E N

A M

E P

H L

F S

P

H L

P r o j e c t s

P

A

C i t y o f P h i l a

T O

I T

S

C r e s c e n t v i l l e

R o a d

S i g n a l s

C

A D

D P l a n

S e t T r a f f i c T

C

M

P T

S t a g e

.d g n

D A

T E

NUMBER

REVISION

6-0 PHILADELPHIA 1002 SBS

CITY OF PHILADELPHIA

N

O V

OF 6

CRESCENTVILLE ROAD (SR 1002)

E N

D

R O

A D

W O

R K

X

G

-2

60' (TYP.) 50'

LEGEND

SIGN AND SUPPORT

CHANNELIZING DEVICEor

TRAFFIC FLOW