W912BU24B0011-Dwgs.pdf

PDF 18 MB Posted Apr 18, 2024

Attached to: BLUE MARSH LAKE PAVING Federal contract opportunity
Solicitation number: W912BU24B0011
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

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Written by GovTribe AI · Apr 18, 2024

This document appears to be a set of drawings (W912BU24B0011-Dwgs.pdf) related to a federal contract opportunity for ACCESS ROAD REPAVING AND REPAIR, Solicitation Number W912BU24B0011, issued by the Department of the Army Corps of Engineers Engineering District Philadelphia.

The solicitation requires paving work including demolishing and reconstructing the existing parking lot and roadway as described in the W912BU24B0011 Specifications, including removal and replacement of unstable materials. The work also includes painting lines on the reconstructed roadway and parking lots. The project is scheduled for 07 February 2024. No additional details on pricing terms, set asides, incumbents, or award dates are provided in the summary information.

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Other files for this federal contract opportunity

Other files attached to BLUE MARSH LAKE PAVING, newest first.
File	Type	Posted
Bid Abstract-W912BU24B0011-Blue Marsh Lake Paving KO signed.pdf	PDF	Jul 31, 2024
CC.04.01 - Informal Abstract_06.17.xlsx	XLSX spreadsheet	Jun 17, 2024
W912BU24B0011-Dwgs (1).docx	DOCX document	Apr 3, 2024

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LOCATION MAP

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

SOLICITATION NO:

CONTRACT NO:

ISSUE/SUBMITTAL DATE:

G-001

, P

G-

1 C

.dw g

2B U2

PHILADELPHIA

ACCESS ROAD REPAVING AND REPAIR

LEESPORT, PA

BLUE MARSH LAKE

DEC 2023

W912BU24B0011

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CHIEF, DESIGN BRANCH

BARBARA F. MOFFATT P.E

THIS PROJECT WAS DESIGNED BY THE

PHILADELPHIA DISTRICT OF THE U.S.

ARMY CORPS OF ENGINEERS. THE

INITIALS OR SIGNATURES AND

REGISTRATION DESIGNATIONS OF

INDIVIDUALS APPEAR ON THESE

PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS

REQUIRED BY ER 1110-1-8152. ANDREW J. SCHWAIGER, P.E.

OF PROJECT

LOCATION

OF WORK

LOCATION

OF PROJECT

LOCATION

VICINITY MAP

N.T.S.

OF PROJECT

LOCATION

VICINITY MAP

N.T.S.

OF PROJECT

LOCATION

VICINITY MAP

N.T.S.

OF PROJECT

LOCATION

VICINITY MAP

N.T.S.

OF PROJECT

LOCATION

VICINITY MAP

N.T.S.

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

G-002

, P

G-

2 D

dw g

2B U2

N/ A

DRAWING INDEX

SHEET NUMBER DESCRIPTION

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX SHEET

CIVIL

C-001 GENERAL INFORMATION SHEET

C-002 GENERAL PLAN

C-003 GENERAL PLAN

C-004 GENERAL PLAN

CD101 DEMOLITION PLAN - STA. 0+00A TO STA. 6+00A

CD102 DEMOLITION PLAN - STA. 6+00A TO STA.16+81A

CD103 DEMOLITION PLAN - STA. 1+00B TO STA. 5+85B

CD104 DEMOLITION PLAN - STA. 5+85B TO STA. 8+61B

CD105 DEMOLITION PLAN - STA. 0+00D TO STA. 6+29D

CD106 DEMOLITION PLAN - STA. 6+29D TO STA. 12+83D

CD107 DEMOLITION PLAN - STA. 12+83D TO STA.19+13D

CD108 DEMOLITION PLAN - STA. 1+94E TO STA. 4+48E

CD109 DEMOLITION PLAN - STA. 0+00I TO STA. 3+64I

CD110 DEMOLITION PLAN - STA. 3+64I TO STA. 6+57I

CD111 DEMOLITION PLAN - STA. 6+57I TO STA. 12+46I

CD112 DEMOLITION PLAN - STA. 12+46I TO STA. 19+19I

CD113 DEMOLITION PLAN - STA. 19+19I TO STA. 27+25I

CD114 DEMOLITION PLAN - STA. 0+00G TO STA. 10+84G

CD115 DEMOLITION PLAN - STA. 0+00H TO STA. 7+33H

C-101 PLAN - STA. 0+00A TO STA. 6+00A

C-102 PLAN - STA. 6+00A TO STA.16+81A

C-103 PLAN - STA. 1+01B TO STA. 5+85B

C-104 PLAN - STA. 5+85B TO STA. 8+61B

C-105 PLAN - STA. 0+00D TO STA. 6+29D

C-106 PLAN - STA. 6+29D TO STA. 12+83D

C-107 PLAN - STA. 12+83D TO STA.19+13D

C-108 PLAN - STA. 1+94E TO STA. 4+48E

C-109 PLAN - STA. 0+00I TO STA. 3+64I

C-110 PLAN - STA. 3+64I TO STA. 6+57I

C-111 PLAN - STA. 6+57I TO STA. 12+46I

C-112 PLAN - STA. 12+46I TO STA. 19+19I

C-113 PLAN - STA. 19+19I TO STA. 27+25I

C-114 PLAN - STA. 0+00G TO STA. 10+84G

C-115 PLAN - STA. 0+00H TO STA. 7+33H

C-301 TYPICAL SECTIONS

C-302 TYPICAL SECTIONS

C-501 DETAILS

C-502 DETAIL - PARKING LOT STRIPING

C-503 DETAIL - PARKING LOT STRIPING

C-504 DETAIL - PARKING LOT STRIPING

C-505 DETAIL - PARKING LOT STRIPING

C-506 DETAIL - PARKING LOT STRIPING

CE001 NOTES - EROSION AND SEDIMENT CONTROL

CE501 DETAILS - EROSION AND SEDIMENT CONTROL

CE502 DETAILS - EROSION AND SEDIMENT CONTROL

REFERENCE DRAWINGS

RE101 PLAN - ACCESS ROAD TO STILLING BASIN

RE201 PROFILE - ACCESS ROAD TO STILLING BASIN

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

ABBREVIATIONS

ABBRV DESCRIPTION ABBRV DESCRIPTION ABBRV DESCRIPTION

AD AREA DRAIN FDN FOUNDATION PSI POUNDS PER SQUARE INCH

ADDL ADDITIONAL FF FINISHED FLOOR PVI POINT OF VERTICAL INFLECTION

AFF ABOVE FINISHED FLOOR FIN FINISH RAD RADIUS

BD BOARD FL FLOOR REINF REINFORCEMENT

BIT BITUMINOUS FM FORCE MAIN REM REMOVABLE

BL or BASE LINE FT FOOT, FEET ROW RIGHT OF WAY

BLDG BUILDING FTG FOOTING S SOUTH

BM BEAM G GROUND SCH SCHEDULE

BMP BEST MANAGEMENT PRACTICE GOVT GOVERNMENT SECT SECTION

BOT BOTTOM GR GRADE SPEC SPECIFICATION

BVCE BEGINNING OF VERTICAL CURVE ELEVATION HORIZ HORIZONTAL SPRT SUPPORT

BVCS BEGINNING OF VERTICAL CURVE STATION HS HIGH STRENGTH SQ SQUARE

CL or CENTERLINE HT HEIGHT SST STAINLESS STEEL

CMU CONCRETE MASONRY UNIT HVY HEAVY STA STATION

CO CLEAN OUT IN INCH STD STANDARD

COL COLUMN INSUL INSULATION, INSULATED STRUCT STRUCTURAL

CONC CONCRETE IINT INTERIOR SUSP SUSPENDED

CONSTR CONSTRUCTION INV INVERT SYS SYSTEM

CONT CONTINUOUS LL LIVE LOAD TEMP TEMPORARY

CTRL CONTROL LP LOW POINT TD TRENCH DRAIN

CWL CONTRACTOR WORK LIMITS LT LIGHT TDO TRENCH DRAIN OUTLET PIPE

DET DETAIL LVC LENGTH OF VERTICAL CURVE TELE TELEPHONE

DGA DENSE GRADED AGGREGATE JCT JUNCTION TOPO TOPOGRAPHY

DIA DIAMETER MATL MATERIAL TYP TYPICAL

DIM DIMENSION MAX MAXIMUM UD UNDERDRAIN

DL DEAD LOAD MIN MINIMUM UDO UNDERDRAIN OUTLET PIPE

DWG DRAWING MISC MISCELLANEOUS UE UNDERGROUND ELECTRIC

E EAST N NORTH UGND UNDERGROUND

EA EACH NLT NOT LESS THAN UNO UNLESS NOTED OTHERWISE

ECM EROSION CONTROL MAT NTS NOT TO SCALE UOP UNDERDRAIN OUTLET PIPE

EJ EXPANSION JOINT OC ORIGINAL CONSTRUCTION UXO UNEXPLODED ORDINANCE

EL ELEVATION OD OUTSIDE DIAMETER VB VINYL BASE

ELEC ELECTRIC OH OVERHEAD VC VERTICAL CURVE

EOP EDGE OF PAVEMENT OPG OPENING VCT VINYL COMPOSITION TILE

EOS EDGE OF SHOULDER OPP OPPOSITE VOL VOLUME

EQ EQUAL PC POINT OF CURVE VERT VERTICAL

EQUIP EQUIPMENT PD PAVEMENT DRAIN VTR VENT THROUGH ROOF

EXH EXHAUST PI POINT OF INFLECTION W/ WITH

EXIST or (E) EXISTING PIV POST INDICATOR VALVE W WEST

EXP EXPANSION, EXPOSED POT POINT OF TANGENT WL WATER LEVEL

EXP JT EXPANSION JOINT PMP PROBABLE MAXIMUM PRECIPITATION WS WATER SURFACE

EXT EXTERIOR PNL PANEL W/O WITHOUT

FIG FIGURE SINGLE PSF POUNDS PER SQUARE FOOT

X-1011

VIEW NAME

MATCHLINE MATCHLINE

RE: X-XXX RE: X-XXX

X-101

CLOUD

REVISION & AMENDMENT

CLOUD AND SYMBOL

REVISION SYMBOL

(NUMERIC)

AMENDMENT SYMBOL

(ALPHA)

1 a

VIEW TITLE SYMBOL SECTION CUT SYMBOL

VIEW IDENTIFICATION NUMBER

VIEW NAME

DIRECTION OF VIEW

CALLOUT SYMBOL

CALLOUT AREA VIEW

MATCHLINE SYMBOL

CALLOUT IDENTIFICATION

NUMBER

DETAIL SHEET

REF NUMBER

DRAWING SHEET

MATCHING REFERNECE

NUMBER

DRAWING SHEET SYMBOLS

GRAPHIC BAR SCALE SYMBOLS

SECTION IDENTIFICATION NUMBER

DETAIL SHEET

REF NUMBER

PRIMARY

SCALE

EXTENSION

SCALE

V: X X X X X

X X X XH: X

SCALE IN FEET/METERS

(TYPICAL BAR SCALE)

SCALE IN FEET/METERS

(HORIZONTAL/VERTICAL BAR SCALE)

PRIMARY

SCALE

EXTENSION

SCALE

X X X XX

DIRECTION OF

MAGNETIC NORTH

NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

PLAN SYMBOLS LEGEND

EXIST. UTILITY POLE

EXIST. LIGHT POLE

EXIST. GATE

EXIST. SIGN POST

W EXIST. MONITORING WELLSPOT ELEVATION

EXIST. STORM DRAIN INLET

EXIST. MANHOLE

EXIST. BOLLARD

EXIST. FLAG POLE

EXIST.PIPE TOP/INVERT

ELEVATIONS

ASPHALT CORE LOCATION

DRAINAGE PIPE CLEANOUT

GENERAL NOTES:

1. ELEVATIONS ARE EXPRESSED IN FEET AND TENTHS OF A FOOT AND REFER TO THE NORTH AMERICAN VERTICAL

DATUM (NAVD) 1988.

2. HORIZONTAL CONTROL IS REFERENCED TO THE PENNSYLVANIA SOUTH STATE PLANE COORDINATE SYSTEM (NAD 1983).

3. THE CENTERLINE OF ROAD SHOWN ON THE PLAN VIEWS IS THE APPROXIMATE PHYSICAL CENTERLINE.

4. THE CONTRACTOR WORK LIMIT AND LIMIT OF DISTURBANCE LINES SHALL BE AS SHOWN ON SHEET C-301 AND C-302.

5. STAGING AND ACCESS LOCATIONS ARE SHOWN ON SHEETS C-002, C-003 & C-004.

6. SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN MAY OF 2023, AND CAN ONLY BE

CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

7. CONTACT PENNSYLVANIA ONE CALL AT 811 OR 1-800-242-1716 (OUTSIDE OF PA) AT LEAST THREE (3) BUSINESS DAYS, BUT NOT MORE THAN TEN (10) DAYS PRIOR TO THE BEGINNING OF OF CONSTRUCTION ACTIVITIES FOR MARK OUT OF UTILITY LINES. THE CALL CENTER IS OPEN 24 HOURS A DAY, 7 DAYS A WEEK, EVERY DAY OF THE

YEAR.

8. COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE CONTRACTING OFFICER REPRESENTATIVE (COR).

ACCESS TO BLUE MARSH LAKE PERSONNEL SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION.

9. EDGE OF PAVEMENT STATION/OFFSET INFORMATION AND/OR CURVE RADII PROVIDED ON SITE PLANS ARE FOR AREAS OF PAVEMENT THAT REQUIRE PAVEMENT WIDENING. FOR ROADWAY AND PARKING LOT TYPICAL

SECTIONS, SEE SHEETS C-301 AND C-302.

10. PAVEMENT MARKINGS/STRIPING NOT SHOWN ON SITE PLAN FOR CLARITY. SEE TYPICAL SECTIONS ON SHEET

C-301 AND STRIPING DETAILS ON SHEETS C-502 THROUGH C-506 FOR REQUIREMENTS.

11. ALL EXISTING SIGNS, POSTS, CONCRETE CURBS AND PIPES ARE TO REMAIN IN PLACE. SELECT RELOCATION OF SIGN POSTS IS ACCEPTABLE IF THERE IS INTERFERENCE WITH DEMOLITION AND PAVEMENT WORK. RELOCATION WORK SHALL BE COORDINATED WITH THE COR AND SHOULD NOT BE CONSIDERED PART OF THE BASE

BID/OPTIONS WORK.

12. ALL EXISTING DRAINAGE INLETS, MANHOLES OR OTHER UTILITIES ARE TO REMAIN.

13. EROSION AND SEDIMENT CONTROL FEATURES ARE REQUIRED FOR THIS PROJECT. FOR EROSION AND SEDIMENT

CONTROL NOTES AND DETAILS, SEE SHEETS CE001 TO CE502.

14. REFERENCE DRAWINGS INCLUDED AS PART OF THE CONTRACT DRAWINGS ARE AS-BUILT PLAN AND PROFILE DRAWINGS OF STILLING BASIN ROAD. INFORMATION SUCH AS GENERAL LOCATION OF UNDERGROUND UTILITIES

CAN BE FOUND IN REFERENCE DRAWINGS RE101 AND RE201.

EXIST. GUARDRAIL

EXIST. NATURAL GAS LINE

EXIST. STORM SEWER

EXIST. ELECTRIC, UNDERGROUND

20' MAJOR EXISTING CONTOUR LINE

CENTERLINE/SURVEY -

CONSTRUCTION BASELINE

EXIST. GRAVEL SHOULDER

EXIST. ROCK LINE

CIVIL SITE WORK LEGEND

CENTERLINE OF SWALE

MINOR EXISTING CONTOUR LINE

21+0020+00

DEMOLITION

HATCH LEGEND

AREA REQUIRING AGGREGATE

DRAINAGE LAYER

CONTRACTOR STAGING

AND STORAGE AREA

18'

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

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SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-001

, P

L I

C-

1 G

dw g

2B U2

A D

N/ A

C-004

C-003

BLUE

MARSH

LAKE

PALISADES

DRIVE

DIKE C

EMERGENCY SPILLWAY

BLUE

MARSH

DAM

DIKE C

ACCESS ROAD

(SEE NOTE 4)

CD109 / C-109

CD110 / C-110CD111 / C-111

CD113 / C-1113

CD112 / C-112

CD114 / C-114

CD115 / C-115

CD101 / C-101

CD103 / C-103

CD104 / C-104

CD105 / C-105CD106 / C-106

CD107 / C-107

CD108 / C-108

CD102 / C-102

DISPOSAL AREA A

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:5

-W

2B U2

C-

2 G

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, P A

C-002

PHILADELPHIA

1 GENERAL PLAN1 GENERAL PLAN

NORTH

PLAN

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. CONTRACTOR STAGING AREA TO BE WITHIN THE PROJECT SITE.

3. SALVAGED BITUMINOUS CONCRETE MILLINGS SHALL BE PLACED AND COMPACTED ON THE

EXISTING ACCESS ROAD TO DIKE C. THIS ACCESS ROAD IS A SINGLE LANE UNPAVED ROADWAY

SPANNING APPROXIMATELY 0.75 MILES. ALL WORK ASSOCIATED WITH THIS TASK SHALL BE

CAPTURED IN THE BASE BID. FOR BIDDING PURPOSES, ASSUME THE IN-PLACE (COMPACTED)

QUANTITY OF MILLINGS REQUIRED TO CONSTRUCT THE DIKE C ACCESS ROAD IS 900 CY. FOR

CONSTRUCTION REQUIREMENTS TO PLACE AND COMPACT MILLINGS FOR THE DIKE C ACCESS

ROAD, SEE SPECIFICATION SECTION 31 00 00.

4. AFTER MILLINGS HAVE BEEN PLACED AND COMPACTED TO COMPLETELY CONSTRUCT THE DIKE C ACCESS ROAD, REMAINING MILLINGS FROM THE BASE BID AND OPTION 1 (IF AWARDED) SHALL

BE DISPOSED AT DISPOSAL AREA A, WHICH IS LOCATED ON GOVERNMENT PROPERTY

APPROXIMATELY 2 MILES FROM PARKING LOT E. MILLINGS FROM ALL OTHER OPTIONS (IF

AWARDED) SHALL BE DISPOSED AT AN APPROVED, OFF-SITE DISPOSAL FACILITY. FOR DISPOSAL

REQUIREMENTS, SEE SPECIFICATION SECTION 02 41 00.

CD101 / C-101CD102 / C-102

CD103 / C-103

CD104 / C-104

CD105 / C-105CD106 / C-106

CD107 / C-107

CD108 / C-108

BLUE MARSH LAKE

BLUE MARSH DAM

PALISADES DRIVE

UPPER PARKING LOT

STA. 0+54D

BEGIN WORK

STILLING BASING

PARKING LOT

AUXILIARY PARKING LOT

EMPLOYEE

PARKING LOT

ADMIN BUILDING

PARKING LOT

(BASE BID)

EX BUILDINGS

VISITOR CENTER

PARKING LOT

STA. 0+89.6A

BEGIN WORK

STA. 8+61B

END WORK

DIKE C

ACCESS ROAD

APPROXIMATE LIMITS

FOR CONTRACTOR TRAILER

LOCATION (SEE NOTE 8)

DISPOSAL AREA A

C-004

C-003

BLUE

MARSH

LAKE

PALISADES

DRIVE

SPILLWAY

BLUE

MARSH

DAM

DRY BROOKS

DAY USE AREA

MAIN ROAD

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:1

-W

2B U2

C-

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C-003

PHILADELPHIA

1 PLAN - GENERAL PLAN - BASE BID1 PLAN - GENERAL PLAN - BASE BID

NTS2 PLAN - KEY MAP2 PLAN - KEY MAP

NORTH

PLAN

NORTH

PLAN

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET

C-001.

2. ALL ROAD AREAS SHOWN ARE INCLUDED UNDER

BASE BID WORK.

3. CONTRACTOR STAGING AREA TO BE WITHIN THE

PROJECT SITE.

4. SALVAGED BITUMINOUS CONCRETE MILLINGS

SHALL BE PLACED AND COMPACTED ON THE

EXISTING ACCESS ROAD TO DIKE C. THIS ACCESS

ROAD IS A SINGLE LANE UNPAVED ROADWAY

SPANNING APPROXIMATELY 0.75 MILES. ALL

WORK ASSOCIATED WITH THIS TASK SHALL BE

CAPTURED IN THE BASE BID. FOR BIDDING

PURPOSES, ASSUME THE IN-PLACE (COMPACTED)

QUANTITY OF MILLINGS REQUIRED TO

CONSTRUCT THE DIKE C ACCESS ROAD IS 900 CY.

FOR CONSTRUCTION REQUIREMENTS TO PLACE

AND COMPACT MILLINGS FOR THE DIKE C ACCESS

ROAD, SEE SPECIFICATION SECTION 31 00 00.

5. AFTER MILLINGS HAVE BEEN PLACED AND

COMPACTED TO COMPLETELY CONSTRUCT THE

DIKE C ACCESS ROAD, REMAINING MILLINGS

FROM THE BASE BID AND OPTION 1 (IF AWARDED)

SHALL BE DISPOSED AT DISPOSAL AREA A, WHICH

IS LOCATED ON GOVERNMENT PROPERTY

APPROXIMATELY 2 MILES FROM PARKING LOT E.

MILLINGS FROM ALL OTHER OPTIONS (IF

AWARDED) SHALL BE DISPOSED AT AN

APPROVED, OFF-SITE DISPOSAL FACILITY. FOR

DISPOSAL REQUIREMENTS, SEE SPECIFICATION

SECTION 02 41 00.

6. PAVEMENT STRIPING IS REQUIRED ON BASE BID

AND ALL OPTIONS. SEE SHEETS C-301 & C-302

FOR TYPICAL SECTIONS SHOWING STRIPING AND

SHEETS C-502 THROUGH C-506 FOR PARKING LOT

STRIPING PLANS.

7. BASE BID WORK SHALL BEGIN AT THE VISITOR

CENTER AND ADMIN BUILDING AREA (SEE SHEETS

C-101 TO C-104). BASE BID WORK SEQUENCE

SHALL BE INCLUDED IN THE EARTHWORK WORK

PLAN. FOR EARTHWORK WORK PLAN

REQUIREMENTS, SEE SPECIFICATIONS.

8. LOCATION OF CONTRACTOR TRAILER SHALL BE

INCLUDED IN CONSTRUCTION SITE PLAN

SUBMITTAL. ACCESS TO EXISTING STRUCTURES,

ACCESS ROADS, DRIVEWAYS AND OTHER

FEATURES IN THE VICINITY SHALL BE MAINTAINED

AT ALL TIMES.

CD109 / C-109

CD110 / C-110

CD111 / C-111

CD113 / C-1113

CD112 / C-112

CD114 / C-114

CD115 / C-115

PALISADES DRIVE

VISTA PAVILION

PARKING LOT

(OPTION 7)

STA. 0+11L

BEGIN OPTION 7 WORK

VISTA PAVILION

STA. 0+47I

BEGIN OPTION 3 WORK

ABC ROAD

STA. 0+09.5K

BEGIN OPTION 6 WORK

PARKING LOT A

(OPTION 6)

STA. 0+09.9J

BEGIN OPTION 5 WORK

PARKING LOT B

STA. 5+14.4J

END OF

OPTION 5

WORK

PARKING LOT B

(OPTION 5)

PARKING LOT C

(OPTION 4)

EX SWALE

REPAIR

STA. 20+57I

BEGIN OPTION 4 WORK

PARKING LOT C

STA. 27+11I

END OF OPTION 4 WORK

BLUE MARSH LAKE

PARKING LOT D

(OPTION 1)

PARKING LOT E

(OPTION 2)

LIMIT OF

OPTION 2 WORK

LIMIT OF

OPTION 2 WORK

LIMIT OF

OPTION 1 WORK

DRY BROOKS DAY USE

AREA MAIN ROAD

C-004

C-003

BLUE

MARSH

LAKE

PALISADES

DRIVE

SPILLWAY

BLUE

MARSH

DAM

DRY BROOKS

DAY USE AREA

MAIN ROAD

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:1

-W

2B U2

C-

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S 1 T

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C-004

PHILADELPHIA

NORTH

PLAN

1 PLAN - GENERAL PLAN - OPTIONS 1-71 PLAN - GENERAL PLAN - OPTIONS 1-7

NORTH

PLAN

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. ALL ROAD AREAS SHOWN ARE INCLUDED UNDER OPTION WORK.

3. CONTRACTOR STAGING AREA TO BE WITHIN THE PROJECT SITE.

4. SALVAGED BITUMINOUS CONCRETE MILLINGS SHALL BE PLACED AND

COMPACTED ON THE EXISTING ACCESS ROAD TO DIKE C. THIS ACCESS

ROAD IS A SINGLE LANE UNPAVED ROADWAY SPANNING

APPROXIMATELY 0.75 MILES. ALL WORK ASSOCIATED WITH THIS TASK

SHALL BE CAPTURED IN THE BASE BID. FOR BIDDING PURPOSES,

ASSUME THE IN-PLACE (COMPACTED) QUANTITY OF MILLINGS REQUIRED

TO CONSTRUCT THE DIKE C ACCESS ROAD IS 900 CY. FOR

CONSTRUCTION REQUIREMENTS TO PLACE AND COMPACT MILLINGS FOR

THE DIKE C ACCESS ROAD, SEE SPECIFICATION SECTION 31 00 00.

5. AFTER MILLINGS HAVE BEEN PLACED AND COMPACTED TO COMPLETELY

CONSTRUCT THE DIKE C ACCESS ROAD, REMAINING MILLINGS FROM THE

BASE BID AND OPTION 1 (IF AWARDED) SHALL BE DISPOSED AT DISPOSAL

AREA A, WHICH IS LOCATED ON GOVERNMENT PROPERTY

APPROXIMATELY 2 MILES FROM PARKING LOT E. MILLINGS FROM ALL

OTHER OPTIONS (IF AWARDED) SHALL BE DISPOSED AT AN APPROVED,

OFF-SITE DISPOSAL FACILITY. FOR DISPOSAL REQUIREMENTS, SEE

SPECIFICATION SECTION 02 41 00.

6. PAVEMENT STRIPING IS REQUIRED ON BASE BID AND ALL OPTIONS. SEE

SHEETS C-301 & C-302 FOR TYPICAL SECTIONS SHOWING STRIPING AND

SHEETS C-502 THROUGH C-506 FOR PARKING LOT STRIPING PLANS. NTS2 PLAN - KEY MAP2 PLAN - KEY MAP

GATE

ROCK SWALE

CENTERLINE

ROCK SWALE

GRAVEL

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP) EDGE OF GRAVEL

SHOULDER (TYP)

GRAVEL

PATH

R = 30'

SIGN

(TYP)

BOLLARD

(TYP)

R = 30'

LIMITS OF

DEMOLITION (TYP)

0+00B

1+00B

320325

STA. 0+02A

LIMIT OF BASE

BID WORK -

BEGIN

DEMOLITION

EQ STA. 5+53.6A =

STA 0+00.0B

PALISADES DRIVE

STA. 0+02.09A

OFF: 31.88' LT

STA. 0+36.90A

OFF: 11.09' LT

STA. 0+89.58A

OFF: 11.00' RT

0+00A1+00A 2+00A

3+00A 4+00A

5+00A

R = 55'

R = 58'

STA. 0+45.88A

OFF: 74.11' RT

GRAVEL

PATH EXIST EDGE OF

PAVEMENT

CENTER OF

PALISADES

DRIVE

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

1 D P

. 6 +0

0A .dw g

LIT

. 6 +0

, P A

CD101

PHILADELPHIA

1 DEMOLITION PLAN - STA. 0+00A TO STA. 6+00A1 DEMOLITION PLAN - STA. 0+00A TO STA. 6+00A

NORTH

PLAN

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

C H

E M

N E

R E:

C D

R E:

C D

MATCHLINE MATCHLINE

RE: CD103 RE: CD103

C-301

VISITOR BUILDING

SIDEWALK

LIGHTPOLE (TYP)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EDGE OF GRAVEL

SHOULDER (TYP)

GRAVEL

PATH

PAVED

PATHSIDEWALK (TYP)

SIDEWALK (TYP)

ADA RAMP

R = 6'

SIGN

(TYP)

VISITOR BUILDING LIGHTPOLE (TYP)

LIGHTPOLE (TYP)

GRAVEL

EXIST CONCRETE CURB

STOPS (SEE NOTE 4)

ADA PARKING

EXIST CONCRETE CURB

(TO REMAIN)

EXIST CONCRETE CURB

(TO REMAIN)

EXIST CONCRETE CURB

(TO REMAIN)

STA. 7+86.26A

OFF: 11.00' LT

STA. 7+37.22A

OFF: 11.00' LT

STA. 16+21.81A

OFF: 6.17' LT

EQ STA. 6+80.8A =

STA 16+81.0B

6+00A

7+00A

8+00A

9+00A 10+00A

11+00A

13+00A 14+00A 15+00A

16+00A 16+81A

EXIST EDGE OF

PAVEMENT

EXIST

BENCH

(TYP)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

2 D P

- S

. 6 +0

0A T

+8 1A

.dw g

LIT

.16

+8 1A

, P A

CD102

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 6+00A TO STA. 16+81A1 DEMOLITION PLAN - STA. 6+00A TO STA. 16+81A

C H

E M

N E

R E:

C D

R E:

C D

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS

IN EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20

CURBS STOPS WILL NEED REPLACEMENT.

BUILDING

RAMP

BUILDING

UTILITY

BOXES (TYP)

CONC PAD

ADMIN BUILDING

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EDGE OF GRAVEL

SHOULDER (TYP)

R = 15'R = 30'

R = 5'

R = 5'R = 15'

R = 9'

ADMIN BUILDING

FUEL TANKS

(TO REMAIN)

CONCRETE PAD

(TO REMAIN)

SIGN

(TYP)

FENCE

(TO REMAIN

SEE NOTE 5)

GATE POST (TYP)

BUILDING

UTILITY

BOXES (TYP)

LIMITS OF

DEMOLITION (TYP)

LIMITS OF

DEMOLITION (TYP)

0+00C

0+75C

4+00B

5+00B

EXIST

CONCRETE

CURB (TO

REMAIN)

EXIST CONCRETE CURB

(TO REMAIN)

STA. 2+10.48B

OFF: 11.00' LT

STA. 2+18.07B

OFF: 10.16' LT

STA. 1+86.95B

OFF: 106.94' RT

STA. 2+05.64B

OFF: 95.31' RT

BUILDING

EQ STA. 1+19.7B =

STA 0+00.0C

LIGHTPOST

(TO REMAIN)

BOLLARDS (TYP)

(TO REMAIN)

BOLLARDS (TYP)

(TO REMAIN)

FENCE (TO

REMAIN)

STA. 1+71.93B

OFF: 97.18' RT

EDGE OF GRAVEL

SHOULDER (TYP)

EXIST EDGE OF

PAVEMENT

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

3 D P

- S

. 1 +0

0B T

dw g

LIT

. 5

+8 5B

, P A

CD103

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 1+00B TO STA. 5+85B1 DEMOLITION PLAN - STA. 1+00B TO STA. 5+85B

C H

E M

N E

R E:

C D

R E:

C D

MATCHLINE MATCHLINE

RE: CD101 RE: CD101

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS

IN EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20

CURBS STOPS WILL NEED REPLACEMENT.

5. CONTRACTOR TO COORDINATE WITH COR FOR PAVEMENT AROUND EXISTING

FEATURES TO REMAIN.

1C-301

METAL GUARDRAIL

UTILITY BOXES

18 INCH CMP

PIPE INV: 336.84'

18 INCH CMP

PIPE INV: 333.24'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EDGE OF GRAVEL

SHOULDER (TYP)

SIGN

(TYP)

UTILITY BOXES

18 INCH CMP

PIPE INV: 336.84'

18 INCH CMP

PIPE INV: 333.24'

GRAVEL

PATH

LIMITS OF

DEMOLITION (TYP)

8+61B

6+00B

7+00B

8+00B

332STA. 8+61B

LIMIT OF BASE

BID WORK - END

DEMOLITION

(SEE 2/C-501)

EXIST EDGE OF

PAVEMENT

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

4 D P

- S

. 5 +8

5B T

dw g

LIT

. 8

+6 1B

, P A

CD104

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 5+85B TO STA. 8+61B1 DEMOLITION PLAN - STA. 5+85B TO STA. 8+61B

C H

E M

N E

R E:

C D

R E:

C D

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. TRANSITION BETWEEN NEW PAVEMENT AND EX GRAVEL ROAD IS REQUIRED AT

STA 8+61B. FOR DETAIL, SEE 2/C-501.

36 INCH CMP

PIPE INV: 278.70'

EXIST GRAVEL

PATH

EXIST GRAVEL

PATH

GRAVEL TRAIL

EXIST GUARDRAIL

EXIST

GRAVEL

PATH

GATE

LIMITS OF

DEMOLITION (TYP)

R = 20'

R = 9'

R = 4'

EXIST

GRAVEL

PATH

EXIST

FENCE

(TYP)

R = 25'

R = 20'

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

STA. 0+13D

BEGIN BASE

BID WORK

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

LIMITS OF

DEMOLITION (TYP)

APPROXIMATE LOCATION

OF EXIST TRAFFIC

COUNTER

(SEE NOTE 4)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EQ STA. 2+12.1D =

STA 0+00.0F

EQ STA. 4+43.1D =

STA 3+55.0F

PALISADES DRIVE

STA. 1+85.90D

OFF: 11.00' RT

STA. 0+55.25D

OFF: 11.00' RT

STA. 0+54.00D

OFF: 11.00' LT

STA. 2+45.24D

OFF: 11.00' RT

STA. 0+33.05F

OFF: 9.20' LT

STA. 4+66.84D

OFF: 11.00' RT

STA. 4+15.63D

OFF: 11.00' RT

STA. 3+24.78F

OFF: 8.00' LTSTA. 3+24.98F

OFF: 7.99' RT

STA. 0+30.50F

OFF: 6.64' RT

STA. 1+19.21D

OFF: 11.00' LT

STA. 1+19.42D

OFF: 16.00' LT

STA. 1+49.61D

OFF: 16.01' LT

STA. 1+49.15D

OFF: 11.01' LT

SIGN (TYP)

STA. 0+14.07D

OFF: 41.22' LT

STA. 0+13.29D

OFF: 60.40' RT

R = 58'

R = 50'

3+55F

0+00F

1+00F

2+00F 3+

0+00D

1+00D

2+00D

3+00D

4+00D

5+00D

6+00D

CENTER OF

PALISADES

DRIVE

R = 6'

R = 5'UPPER

PARKING LOT

EXIST EDGE OF

PAVEMENT

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

5 D P

- S

. 0 +0

0D T

dw g

LIT

. 6

+2 9D

, P A

CD105

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 0+00D TO STA. 6+29D1 DEMOLITION PLAN - STA. 0+00D TO STA. 6+29D

C H

E M

N E

R E:

C D

R E:

C D

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. EXISTING TRAFFIC COUNTER TO BE REMOVED. EXACT LOCATION TO BE FIELD

VERIFIED.

C-301

MANHOLE RIM: 286.10'

EXIST PAVED PATH

MANHOLE RIM: 286.10'

LIMITS OF

DEMOLITION (TYP)

SIGN

(TYP)

STA. 6+77.17D

OFF: 28.72' LTSTA. 6+86.96D

OFF: 29.79' LT

STA. 6+72.83D

OFF: 11.00' LTSTA. 6+95.24D

OFF: 11.00' LT

7+00D

8+00D

9+00D

10+00D

11+00D

12+00D

EXIST EDGE OF

PAVEMENT

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

6 D P

- S

. 6 +2

9D T

+8 3D

.dw g

LIT

. 1

, P A

CD106

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 6+29D TO STA. 12+83D1 DEMOLITION PLAN - STA. 6+29D TO STA. 12+83D

C H

E M

N E

R E:

C D

R E:

C D

C H

E M

N E

R E:

C D

R E:

C D

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

C-301

EXIST SIGN (TYP)

30 INCH CMP

PIPE INV: 244.04'

DIRT PATH

30 INCH CMP

PIPE INV: 242.34'

EXIST GUARDRAIL

(TYP)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

R = 60'

R = 35'

EXIST

GATE

(TYP)

CONCRETE PAD

30 INCH CMP

PIPE INV: 242.34'

30 INCH CMP

PIPE INV: 244.04'

LIMITS OF

DEMOLITION (TYP)

LIMITS OF

DEMOLITION (TYP)

LIMITS OF

DEMOLITION (TYP)

GRAVEL

PATH

260255

8 23

EQ STA. 14+01.1D =

STA 0+00.0E

STA. 14+80.80D

OFF: 14.26' RT

STA. 14+66.22D

OFF: 11.00' RT

STA. 0+53.13E

OFF: 10.00' LT

STA. 0+54.41E

OFF: 10.00' RT

STA. 13+51.91D

OFF: 11.00' LT

STA. 14+46.48D

OFF: 11.00' LT

STA. 19+07.64D

OFF: 15.69' RT

0+00E

1+00E

19+13D

13+00D

14+00D

15+00D

16+00D

17+00D 18+00D

19+00D

EXIST EDGE OF

PAVEMENT

EXIST EDGE OF

PAVEMENT

STILLING BASIN

PARKING LOT

EXIST CONCRETE CURB

STOPS (SEE NOTE 4)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

7 D P

- S

. 1 2+

.19

+1 3D

.dw g

LIT

+8 3D

T O

, P A

CD107

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 12+83D TO STA. 19+13D1 DEMOLITION PLAN - STA. 12+83D TO STA. 19+13D M

C H

E M

N E

R E:

C D

R E:

C D

MATCHLINE MATCHLINE

RE: CD108 RE: CD108

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS IN EXISTING

LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS SHALL BE REPLACED IN

KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20 CURBS STOPS WILL NEED

REPLACEMENT.

C-301

EXIST GUARDRAIL

CONC PAD

FIXED BENCHES (TYP)

LIMITS OF

DEMOLITION (TYP)

R = 6'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

BENCH

EXIST

PIER

SIGN

(TYP)

AUXILIARY

PARKING LOT

EXIST CONCRETE CURB

STOPS (SEE NOTE 4)

STA. 3+19.67E

OFF: 12.33' LT

STA. 3+24.69E

OFF: 17.57' LT

STA. 3+24.73E

OFF: 33.00' LT

STA. 3+43.85E

OFF: 30.85' RT

STA. 4+37.93E

OFF: 33.00' LT

STA. 3+39.34E

OFF: 11.74' RT

STA. 3+44.10E

OFF: 16.27' RT

STA. 4+46.85E

OFF: 31.07' RT STA. 4+47.24E

OFF: 25.42' LT

STA. 4+38.26E

OFF: 24.98' LT

4+48E

2+00E

4+00E

EXIST EDGE OF

PAVEMENT

EXIST EDGE OF

PAVEMENT

EXIST EDGE OF

PAVEMENT

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

8 D P

- S

. 1 +9

4E T

dw g

LIT

. 4

+4 8E

, P A

CD108

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 1+94E TO STA.4+84E1 DEMOLITION PLAN - STA. 1+94E TO STA.4+84E

MATCHLINE MATCHLINE

RE: CD107 RE: CD107

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS

IN EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20

CURBS STOPS WILL NEED REPLACEMENT.

EXIST PAVED

PATHWAY

ADA PARKING

10 INCH CPP

PIPE INV: 460.01'

12 INCH CPP

PIPE INV: 458.97'

LIMIT OF PAVEMENT

DEMOLITION (TYP)

12 INCH CPP

PIPE INV: 458.97'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST

SIGN

(TYP)

EXIST

SIGN

(TYP)

EXIST

CONCRETE PAD

EXIST GUARDRAIL

(TYP)

EDGE OF

PAVEMENT (TYP)

STA. 0+11L

BEGIN OPTION 7 WORK

VISTA PAVILION

0+00I

1+ 00I

2+ 00I

3+ 00I

0+00L

1+00L

2+00L 2+01L

EXIST CONCRETE CURB

STOPS (SEE NOTE 5)

STA. 0+47I

BEGIN OPTION 3 WORK

ABC ROAD (SEE 1/C-501)

EQ STA. 1+40.3I =

STA 0+00.0L

STA. 1+94.89L

OFF: 7.87' RT

STA. 2+00.04L

OFF: 14.40' RT

R = 7'

CENTER OF DRY

BROOKS DAY USE

MAIN ROAD

EXIST EDGE OF

PAVEMENT

EXIST EDGE OF

PAVEMENT

VISTA PAVILION

PARKING LOT

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

9 D P

- S

. 0 +0

. 3 +6

4I.

dw g

LIT

I T O

, P A

CD109

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 0+00I TO STA. 3+64I1 DEMOLITION PLAN - STA. 0+00I TO STA. 3+64I

MATCHLINE MATCHLINE

RE: CD110 RE: CD110

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. TRANSITION BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT IS REQUIRED IF

ANY ADJACENT OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.

5. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS IN

EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME 20 CURBS STOPS

WILL NEED REPLACEMENT.

C-301

OPTION 3 FROM STA. 0+47I

TO STA 20+57I

18 INCH CMP

PIPE INV: 409.78'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

R = 10'

R = 6'

R = 8'

R = 6'

R = 10'

R = 8'

R = 9'

R = 8'

R = 27'

R = 20'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

18 INCH CMP

PIPE INV: 412.40'

EXIST

DRAIN

GRATE

EXIST

SIGN

(TYP)

EXIST SWALE

CENTERLINE (TYP)

LIMIT OF

PAVEMENT

DEMOLITION

(TYP)

LIMIT OF PAVEMENT

DEMOLITION (TYP)

18 INCH CMP

PIPE INV: 409.78'

STA. 0+09.5K

BEGIN OPTION 6 WORK

PARKING LOT A

4+ 00I

6+00I

7+70K

0+00K

1+00K

2+00K

3+00K

5+00K

6+00K

7+00K

425 425

EXIST CONCRETE CURB

STOPS (SEE NOTE 5)

EQ STA. 5+99.9I =

STA 0+00.0K

EQ STA. 0+51.7K =

STA 7+70.0K

15 INCH CMP

PIPE INV: 416.33'

EXIST EDGE OF

PAVEMENT

PARKING LOT A

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

0 D P

- S

. 3 +6

. 6 +5

7I.

dw g

LIT

I T O

, P A

CD110

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 3+64I TO STA. 6+57I1 DEMOLITION PLAN - STA. 3+64I TO STA. 6+57I

C H

E M

N E

R E:

C D

R E:

C D

MATCHLINE MATCHLINE

RE: CD109 RE: CD109

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. TRANSITION BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT IS REQUIRED IF

ANY ADJACENT OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.

5. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS

IN EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20

CURBS STOPS WILL NEED REPLACEMENT.

DRAIN

GRATE (TYP)

ADA PARKING

12 INCH CPP

PIPE INV: 381.33'

12 INCH CMP

PIPE INV: 376.45'

EXIST

SIGN

(TYP)

R = 6'R = 18'

15 INCH CMP

PIPE INV: 374.83'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

R = 25'

R = 20'

R = 10'

R = 6'

R = 7'

R = 30'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)EXIST

GRAVEL

PATH

LIMIT OF

PAVEMENT

DEMOLITION

(TYP)

EDGE OF

PAVEMENT (TYP)

STA. 0+09.9J

BEGIN OPTION 5 WORK

PARKING LOT B

STA. 5+14.4J

END OF OPTION 5 WORK

7+0 0I

8+00I

9+00I

10+00I

11+ 00I

0+00J

1+00J

2+00J

3+00J

4+00J

5+00J

5+25J

EXIST CONCRETE CURB

STOPS (SEE NOTE 5)

EQ STA. 7+44.2I =

STA 0+00.0J

EQ STA. 11+90.7I =

STA 5+25.0L

OPTION 3 FROM STA. 0+47I

TO STA 20+57I

PARKING LOT B

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

1 D P

- S

. 6 +5

. 1 2+

I.d wg

LIT

I T O

, P A

CD111

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 6+57I TO STA. 12+46I1 DEMOLITION PLAN - STA. 6+57I TO STA. 12+46I

C H

E M

N E

R E:

C D

R E:

C D

MATCHLINE MATCHLINE

RE: CD112 RE: CD112 NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. TRANSITION BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT IS REQUIRED IF

OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.

5. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS

IN EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20

CURBS STOPS WILL NEED REPLACEMENT.

C-301

18 INCH CMP

PIPE INV: 335.72'

UTILITY BOX

(TYP)

EXIST ROCK SWALE

CENTERLINE OF

EXIST SWALE

(TYP)

EXIST

STRUCTURE

EXIST

STRUCTURE

EXIST PAVED

PATHWAY

EXIST

SIGN

(TYP)

EXIST GUARDRAIL

(TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST SWALE

CENTERLINE (TYP)

EXIST

PAVED

PATH

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

18 INCH CMP

PIPE INV: 335.72'

MANHOLE RIM: 342.23'

MANHOLE RIM: 366.09'

LIMIT OF PAVEMENT

DEMOLITION (TYP)

13+00I 14+00I

15+00I

16+00I

17+ 00I

0 33

OPTION 3 FROM STA. 0+47I

TO STA 20+57I

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

2 D P

- S

. 1 2+

I T

+1 9I.

dw g

LIT

+4 6I

. 1

, P A

CD112

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 12+46I TO STA. 19+19I1 DEMOLITION PLAN - STA. 12+46I TO STA. 19+19I

C H

E M

N E

R E:

C D

R E:

C D

MATCHLINE MATCHLINE

RE: CD113 RE: CD113

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

C-301

EXIST DRAIN

GATE

12 INCH CMP

PIPE INV: 346.15'

R = 40'

R = 15' R = 9'

R = 7'

R = 10'

R = 9'

R = 6'

R = 10'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EXIST

DRAIN

GRATE

LIMIT OF PAVEMENT

DEMOLITION (TYP)

EDGE OF

PAVEMENT (TYP)

12 INCH CMP

PIPE INV: 346.15'

OPTION 3 FROM STA. 0+47I

TO STA 20+57I

STA. 20+57I

BEGIN OPTION 4 WORK

PARKING LOT C

STA. 27+13I

END OF

OPTION 4 WORK

27+25I 20+00I 21+00I

22+00I

23+ 00I

24+00I

25+00I

26+00I

310310

EXIST CONCRETE CURB

STOPS (SEE NOTE 5)

SIGN

(TYP)

EQ STA. 19+73I =

STA 27+25.01I

PARKING LOT C

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

3 D P

- S

. 1 9+

I T

+2 5I.

dw g

LIT

+1 9I

. 2

, P A

CD113

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 19+19I TO STA. 27+25I1 DEMOLITION PLAN - STA. 19+19I TO STA. 27+25I

C H

E M

N E

R E:

C D

R E:

C D

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. TRANSITION BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT IS REQUIRED IF

OPTION WORK IS NOT PERFORMED. SEE DETAIL 1/C-501.

5. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS

IN EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20

CURBS STOPS WILL NEED REPLACEMENT.

EXIST SIGN

POST (TYP)

CENTERLINE OF

EXIST SWALE (TYP)

CENTERLINE OF

EXIST SWALE

(TYP)

EXIST EDGE OF

GRAVEL

SHOULDER (TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST. EDGE OF GRAVEL

SHOULDER (TYP)

PIPE TOP: 368.53'

PIPE INV: 367.04'

PIPE TOP: 369.28'

PIPE INV: 367.89'

0+00G

1+00G

2+00G

5+00G

7+0 0G

8+00G

9+00G

10+00G

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

BM4

PIPE TOP: 372.64'

PIPE INV: 371.47'

PIPE TOP: 373.11'

PIPE INV: 371.97'

LIMIT OF PAVEMENT

DEMOLITION (TYP)

PARKING LOT D

(OPTION 1)

LIMIT OF PAVEMENT

DEMOLITION (TYP)

EXIST PARKING

CONCRETE CURB

STOPS (SEE NOTE 5)

R = 6'

R = 6.5'

R = 15'

R = 7'

R = 10'

R = 7'

R = 5'

R = 9.5'

LIMIT OF

OPTION 1 WORK

EXIST

PATH

EXIST PAVED

PATH (TYP)

EXIST

STRUCTURE

PIPE TOP: 353.10'

PIPE INV: 351.60'PIPE TOP: 356.84'

PIPE INV: 355.34'

MANHOLE TOP: 356.29'

1 DEMOLITION PLAN - STA. 00+0G TO STA. 10+84G1 DEMOLITION PLAN - STA. 00+0G TO STA. 10+84G

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

4 D P

- S

. 0 +0

0G T

+8 4G

.dw g

LIT

. 1

, P A

CD114

PHILADELPHIA

NORTH

PLAN

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. TRANSITION BETWEEN NEW PAVEMENT AND EXISTING PAVEMENT IS REQUIRED IF

OPTION WORK IS PERFORMED. SEE DETAIL 1/C-501.

5. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS

IN EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20

CURBS STOPS WILL NEED REPLACEMENT.

C H

E M

N E

R E:

C D

R E:

C D

VEGETATION

LINE (TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

VEGETATION

LINE (TYP)

STA. 0+30.3H

LIMIT OF OPTION 2

WORK

LIMITS OF

DEMOLITION (TYP)

11+29G

0G 7+33H

0+00H

1+00H

2+00H

3+00H 4+00H 5+00H

6+00H

7+00H

EXIST

PATH

STA. 2+93.08H

OFF: 38.84' LT

STA. 2+92.31H

OFF: 19.06' LT

STA. 2+98.29H

OFF: 11.78' LT

R = 8'

R = 34'

STA. 2+91.77H

OFF: 20.91' RT

STA. 2+73.12H

OFF: 11.44' RT

STA. 4+65.80H

OFF: 38.88' LT

STA. 4+64.04H

OFF: 17.25' LT

STA. 4+54.03H

OFF: 11.65' LT

R = 12.5'

STA. 5+95.43H

OFF: 37.86' LT

STA. 5+91.99H

OFF: 11.07' LT

R = 9'

STA. 2+66.91H

OFF: 11.77' RT

STA. 2+58.46H

OFF: 17.44' RT

LIMIT OF PAVEMENT

DEMOLITION (TYP)

STA. 6+94.7H

LIMIT OF

OPTION 2 WORK

PARKING LOT E

(OPTION 2)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)EXIST PARKING

CONCRETE CURB

STOPS (SEE NOTE 5)

R = 5.5'

R = 7'

R = 4.5' R = 9'

R = 9'

PIPE TOP: 334.32'

PIPE INV: 332.84'

PIPE TOP: 333.80'

PIPE INV: 332.55'

355360365

EXIST PARKING

CONCRETE CURB

STOPS (SEE NOTE 5)

STA. 0+31.63H

OFF: 11.01' LTSTA. 0+30.31H

OFF: 13.85' RT

EXIST

STRUCTURE

MANHOLE TOP: 355.89'

EQ STA. 11+29.0G =

STA 0+00.0H

STA. 6+94.66H

OFF: 9.89' LT

STA. 6+93.62H

OFF: 11.06' RT

EXIST

CULVERT

(TYP)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

5 D P

- S

. 0 +0

0H T

dw g

LIT

. 7

+3 3H

, P A

CD115

PHILADELPHIA

NORTH

PLAN

1 DEMOLITION PLAN - STA. 0+00H TO STA. 7+33H1 DEMOLITION PLAN - STA. 0+00H TO STA. 7+33H

NOTES:

1. FOR GENERAL NOTES AND LEGENDS, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 & C-302.

3. FOR CWL SEE SHEET C-301, C-302 AND C-501.

4. TRANSITION BETWEEN NEW PAVEMENT AND OLD PAVEMENT IS REQUIRED IF

OPTION WORK IS PERFORMED. SEE DETAIL 1/C-501.

5. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING CONCRETE CURB STOPS.

CONTRACTOR SHALL REMOVE, STORE AND REINSTALL CONCRETE CURB STOPS

IN EXISTING LOCATION WHERE APPLICABLE. DAMAGED CONCRETE CURB STOPS

SHALL BE REPLACED IN KIND. FOR BIDDING PURPOSES, ASSUME A TOTAL OF 20

CURBS STOPS WILL NEED REPLACEMENT.

MATCHLINE MATCHLINE

RE: CD114 RE: CD114

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP) EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST ROCK

SWALE

EXIST ROCK

SWALE

EXIST

GRAVEL

PATH

R = 30'

EXIST

SIGN (TYP)

EXIST

GATE

(TYP)

R = 30'

EDGE OF

PAVEMENT (TYP)

(SEE NOTE 2)

320325

34834

340 335

STA. 0+02A

BEGIN BASE BID

WORK

PALISADES DRIVE

STA. 0+36.90A

OFF: 11.09' LT

STA. 0+89.58A

OFF: 11.00' RT

EQ STA. 5+53.6A =

STA 0+00.0B

0+00B

1+00B

0+00A 1+00A

2+00A 3+00A

4+00A

5+00A

STA. 0+45.88A

OFF: 74.11' RT

R = 55'

R = 58'

STA. 0+02.09A

OFF: 31.88' LT

CENTER OF

PALISADES

DRIVE

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

C-

1 P

- S

. 0

+0 0A

T O

dw g

. 6

+0 0A

, P A

C-101

PHILADELPHIA

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 AND C-302.

3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.

1 PLAN - STA. 0+00A TO STA. 6+00A1 PLAN - STA. 0+00A TO STA. 6+00A

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

MATCHLINE MATCHLINE

RE: C-103 RE: C-103

C-301

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST

GRAVEL

PATH

EXIST

PAVED

PATH

EXIST SIDEWALK

(TYP)

EXIST SIDEWALK

(TYP)

EXIST SIDEWALK

(TYP)

EXIST ADA

RAMP

R = 6'

EXIST

SIGN

(TYP)

VISITOR BUILDING LIGHTPOLE (TYP)

LIGHTPOLE (TYP)

BEGIN ASPHALT

EXTENSION

END ASPHALT

EXTENSION

STA. 7+86.26A

OFF: 11.00' LT

STA. 7+37.22A

OFF: 11.00' LT

STA. 16+21.81A

OFF: 6.17' LT

TRANSITION TO

EXIST GRAVEL

PATH (SEE

2/C-501)

STA. 7+81.13A

OFF: 11.04' LT

6+00A

7+00A

8+00A

9+00A 10+00A

11+00A

13+00A 14+00A 15+00A

16+00A 16+81A

EQ STA. 6+80.8A =

STA 16+81.0B

EXIST

BENCH

(TYP)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

C-

2 P

- S

. 6

+0 0A

T O

1A .dw g

.16

+8 1A

, P A

C-102

PHILADELPHIA

NORTH

PLAN

1 PLAN - STA. 6+00A TO 16+81A1 PLAN - STA. 6+00A TO 16+81A

C H

E M

N E

R E:

C -1

-1

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 AND C-302.

3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.

4. FOR PARKING STRIPING PLAN, SEE SHEET C-502.

C-301

EXIST LIGHTPOST

(TYP)

0+00C

0+75C

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

R = 15'R = 30'

R = 5'

R = 5'R = 15'

R = 9'

EXIST FUEL TANKS

(SEE NOTE 5)

EXIST BOLLARDS (TYP)

EXIST

CONCRETE PAD

(SEE NOTE 5)

EXIST

CONCRETE PAD

EXIST

CONCRETE

CURB (TO

REMAIN)

EXIST

SIGN

(TYP)

EXIST FENCE

(SEE NOTE 5)

EXIST GATEPOST (TYP)

BUILDING

EXIST UTILITY

BOXES (TYP)

EDGE OF

PAVEMENT (TYP)

EDGE OF

PAVEMENT (TYP)

34534

EXIST CONCRETE

CURB (TO REMAIN)

EXIST

CONCRETE

CURB (TO

REMAIN)

ADMIN BUILDING

STA. 2+10.48B

OFF: 11.00' LT

STA. 2+18.07B

OFF: 10.16' LT

BUILDING

STA. 2+05.64B

OFF: 95.31' RT

STA. 1+86.95B

OFF: 106.94' RT

STA. 1+71.93B

OFF: 97.18' RT

STA. 2+30.76B

OFF: 87.72' RT

EQ STA. 1+19.7B =

STA 0+00.0C

4+00B

5+00B

EXIST BOLLARDS (TYP)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

C-

3 P

- S

. 1

+0 1B

T O

dw g

. 5

+8 5B

, P A

C-103

PHILADELPHIA

NORTH

PLAN

1 PLAN - STA. 1+01B TO STA. 5+85B1 PLAN - STA. 1+01B TO STA. 5+85B

C H

E M

N E

R E:

C -1

-1

MATCHLINE MATCHLINE

RE: C-101 RE: C-101

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 AND C-302.

3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.

4. FOR PARKING STRIPING PLAN, SEE SHEET C-502.

5. CONTRACTOR TO COORDINATE WITH COR FOR PAVEMENT AROUND

EXISTING FEATURES TO REMAIN.

C-301

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

EXIST GUARDRAIL

(TYP)

EXIST

SIGN

(TYP)

EXIST UTILITY BOXES

18 INCH CMP

PIPE INV: 336.84'

18 INCH CMP

PIPE INV: 333.24'

EXIST GRAVEL

PATH

EDGE OF

PAVEMENT (TYP)

STA. 8+61B

END BASE BID WORK

(SEE 2/C-501)

TRANSITION TO

EXIST GRAVEL

PATH (SEE

2/C-501)

8+61B

6+00B

7+00B

8+00B

EXIST GRAVEL AREA

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

C-

4 P

- S

. 5

+8 5B

T O

dw g

. 8

+6 1B

, P A

C-104

PHILADELPHIA

NORTH

PLAN

1 PLAN - STA. 5+85B TO STA. 8+61B1 PLAN - STA. 5+85B TO STA. 8+61B

C H

E M

N E

R E:

C -1

-1

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 AND C-302.

3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.

EDGE OF

PAVEMENT (TYP)

R = 20'

R = 5'

R = 9'

EXIST

GRAVEL

PATH

EXIST

GRAVEL

PATH

EXIST GRAVEL

PATH

EXIST

GRAVEL

PATH

EXIST

GRAVEL

PATH

EXIST

FENCE

(TYP)

R = 25'

R = 20'

STA. 1+24F

END OF DRAINAGE

LAYER 2 (SEE 7/C-301)

STA. 0+11F

BEGIN DRAINAGE

LAYER 2 (SEE 7/C-301)

EDGE OF

PAVEMENT (TYP)

36 INCH CMP

PIPE INV: 278.70'

PALISADES DRIVE

TRANSITION TO EXIST

GRAVEL PATH (SEE 2/C-501)

TRANSITION TO

EXIST GRAVEL

PATH (SEE

2/C-501)

STA. 1+85.90D

OFF: 11.00' RT

STA. 0+13.29D

OFF: 60.40' RT

STA. 2+45.24D

OFF: 11.00' RT

STA. 0+33.05F

OFF: 9.20' LT

STA. 4+66.84D

OFF: 11.00' RT

STA. 4+15.63D

OFF: 11.00' RT

STA. 3+24.78F

OFF: 8.00' LTSTA. 3+24.98F

OFF: 7.99' RT

STA. 2+50D

END OF DRAINAGE

LAYER 1 (SEE 6/C-301)

0+00D

1+00D

2+00D

3+00D

4+00D

5+00D

6+00D

3+55F

0+00F

1+00F

2+00F 3+

EXIST

SIGN

(TYP)

EQ STA. 2+12.1D =

STA 0+00.0F

EQ STA. 4+43.1D =

STA 3+55.0F

UPPER

PARKING LOT

STA. 0+30.50F

OFF: 6.64' RT

SUBDRAIN OUTLET PIPE

(SEE DETAIL 8/C-501)

INV = 280.388'

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

R = 6'

R = 4'

EXIST GUARDRAIL

(TYP)

EXIST EDGE OF

GRAVEL SHOULDER

(TYP)

STA. 1+19.42D

OFF: 16.00' LT

STA. 1+49.61D

OFF: 16.01' LT

STA. 1+19.21D

OFF: 11.00' LT

STA. 0+13D

BEGIN BASE

BID WORK -

BEGIN

DRAINAGE

LAYER 1 (SEE

6/C-301)

SUBDRAIN

PIPE (TYP)

(SEE NOTE 5)

STA. 0+55.25D

OFF: 11.00' RT

STA. 0+54.00D

OFF: 11.00' LT

STA. 0+14.07D

OFF: 41.22' LT

R = 58'

R = 50'

SD POINT 1

INV = 285.407'

SUBDRAIN

PIPE (TYP)

(SEE NOTE 5)

SD POINT 2

INV = 280.894'

SD POINT 3

INV = 281.442'

CLEANOUT 2

(SEE DETAIL 4/C-501)

INV = 281.527'

STA. 1+49.15D

OFF: 11.01' LT

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

SEE NOTE 6

TRANSITION

TO EXIST

GRAVEL PATH

(SEE 2/C-501)

EXIST

GATE

(TYP)

CLEANOUT 1

(SEE DETAIL 4/C-501)

INV = 285.836'

CENTER OF

PALISADES

DRIVE

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

D W

G . S

C O

N U

SHEET NUMBER

D W

N B

B Y:

1:2

-W

2B U2

C-

5 P

- S

. 0

+0 0D

T O

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. 6

+2 9D

, P A

C-105

PHILADELPHIA

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

1 PLAN - STA. 0+00D TO STA. 6+29D1 PLAN - STA. 0+00D TO STA. 6+29D

NOTES:

1. FOR GENERAL NOTES AND LEGEND, SEE SHEET C-001.

2. FOR TYPICAL SECTIONS, SEE SHEETS C-301 AND C-302.

3. FOR CWL SEE SHEETS C-301, C-302 AND C-501.

4. FOR PARKING STRIPING PLAN, SEE SHEET C-503.

5. SUBDRAIN PIPE OFFSET FOR CLARITY. FOR SUBDRAIN PIPE LOCATION, SEE TYPICAL

SECTIONS 6/C-301 AND 7/C-301.

6. UNDERGROUND UTILITIES ARE LOCATED IN THIS VICINITY. GENERAL LOCATION CAN

BE FOUND IN REFERENCE DRAWINGS RE101 AND RE201.

C-301

C-302

TRANSITION

TO EXIST

PAVEMENT

CENTERLINE/SURVEY

CONSTR. BASELINE (TYP)

EXIST PAVED PATH

EXIST

SIGN

(TYP)

MANHOLE RIM: 286.10'

ED…

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