W912BU24B0002-AM0005-Dwgs.pdf

PDF 8 MB Posted Apr 4, 2024

Attached to: W912BU24B0002 - Prompton Boat Launch Paving Federal contract opportunity
Solicitation number: W912BU24
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Apr 4, 2024

This document appears to be a set of design drawings and plans for the Prompton Boat Launch Paving project, located in Prompton, Pennsylvania. The project will involve paving a newly constructed boat launch, roadway entrances, and turnaround area, as well as an adjacent gravel visitor lot. The plans include details for a pour and push concrete boat ramp, stormwater management, pavement sections, and related civil and structural elements. The solicitation for this project, W912BU24B0002, is being issued by the Department of the Army Corps of Engineers, Philadelphia District. The contract work will be awarded as a whole to a single bidder. Key requirements include obtaining necessary permits, providing performance and payment bonds, and adhering to Davis-Bacon wage rates.

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Other files for this federal contract opportunity

Other files attached to W912BU24B0002 - Prompton Boat Launch Paving, newest first.
File	Type	Posted
W912BU24B0002-Formal Bid Abstract.pdf	PDF	Apr 25, 2024
Amendment 0005-W912BU24B0002-Specs.pdf	PDF	Apr 4, 2024
Amendment 0004-W912BU24B0002.pdf	PDF	Mar 21, 2024
Amendment 0003-W912BU24B0002.pdf	PDF	Mar 12, 2024
Amendment 0002-W912BU24B0002.pdf	PDF	Mar 5, 2024
Amendment 0001-W912BU24B0002.pdf	PDF	Feb 23, 2024
W912BU24B0002-Dwgs.pdf	PDF	Feb 13, 2024
W912BU24B0002-Specs.pdf	PDF	Feb 13, 2024

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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 A

G-

2 D

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2B U2

DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001 COVER SHEET

CIVIL

G-002 DRAWING INDEX SHEET

C-001 GENERAL INFORMATION SHEET

C-002 GENERAL PLAN

CD-101 DEMOLITION PLAN

CD-102 DEMOLITION PLAN

CD-103 DEMOLITION PLAN

CD-104 DEMOLITION PLAN

CD-105 DEMOLITION PLAN

CD-106 DEMOLITION PLAN

C-101 PLAN - SITE

C-102 PLAN - SITE

C-103 PLAN - SITE

C-104 PLAN - SITE

C-105 PLAN - SITE

C-106 PLAN - SITE

C-301 TYPICAL SECTION - PAVEMENT

C-302 TYPICAL SECTION - PAVEMENT

C-501 BOAT RAMP DETAILS

C-502 STORMWATER DETAILS

C-503 INLET DETAILS

C-504 INLET DETAILS

C-505 INLET DETAILS

C-506 INLET DETAILS

C-507 SIGN DETAILS

C-508 BOAT RAMP JOINT PLAN AND DETAILS

C-509 PENNDOT CONCRETE PAVEMENT JOINT DETAILS

C-601 SITE GEOMETRY

PLAN SYMBOLS LEGEND

SIGN POST

TREE

PAVEMENT INSTALLED OVER

EXISTING DGA

X X X X X X X

UTILITIES LINE TYPE LEGEND

CONTRACTOR WORK LIMIT

CHAIN LINK FENCE

DRAIN, STORM

TREE PROTECTION FENCE

20' CONTOUR LINE

CIVIL SITE WORK LINE TYPE LEGEND

CONTRACTOR WORK LIMIT

(ALTERNATE LINE TYPE)

CB CATCH BASIN

SPOT ELEVATION1249

X TREE PROTECTION FENCE

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 STATE PLANE COORDINATE SYSTEM (NAD 1983).

3. THE CONTRACTOR WORK LIMIT SHALL BE AS SHOWN ON SHEETS C-101 THROUGH C-106.

4. THE CONTRACTOR SHALL ACCESS THE SITE VIA THE DAM ENTRANCE ON CREEK DRIVE (PA ROUTE 170) STAGE AND STAGE

MATERIALS AT LOCATIONS SHOWN ON SHEET C-101 AND C-102.

5. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN JANUARY OF 2023, AND CAN ONLY BE

CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME.

6. 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 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.

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

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)

CONTRACTOR STAGING

AND STORAGE AREA

SEDIMENT

SAMPLE

BULK

SAMPLE

SUBAQUIOUS

TEST PIT

TEST PIT WITH

SAMPLING AND

TESTING

EXPLORATORY

EXCAVATION

MONITORING

WELL

PIEZOMETER

INSTRUMENTED

INCLINOMETER/

TILTMETER

INCLINOMETER

IN SPT BORING

INCLINOMETERCONE PENETROMETER

BORING

SPT BORINGAUGER BORING

VIBRACORE

SAMPLE

GEOTECHNICAL SYMBOLS

FULL GRAVEL REMOVAL

PRIMARY

SCALE

EXTENSION

SCALE

X X X XX

HATCH LEGEND

DIRECTION OF

MAGNETIC NORTH

NNORTH

PLAN

MAGNETIC

NORTH

PLAN

NORTH

NORTH SYMBOLS

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

FULL DEPTH PAVEMENT CONCRETE STORM STRUCTURE/

PIPE REMOVAL

L1-D DEMOLITION - LINE GEOMETRY

DEMOLITION - CURVE GEOMETRY C1-D

SD SD

OPERATIONAL WATER ELEVATION

2 3

4 5

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®US Army Corps of Engineers

DISTRICT

N N

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SHEET NUMBER

D W

N B

B Y:

PHILADELPHIA

C-001

, P A

L I

2B U2

D W

LIN

P H

D E

SA1

SA2

SA3 SA4

SHEETS CD-101 AND C-101SHEETS CD-102 AND C-102SHEETS CD-103 AND C-103SHEETS CD-104 AND C-104

SHEETS CD-105 AND C-105

SHEETS CD-106 AND C-106

CONTRACTOR STAGING AREA

0+00

4+00

5+00 5+50

L2 L3L4L5

L7 L8

L10

C1C2 C3

L13

CONTRACTOR CONSTRUCTION

TRAILER AREA

CWL-1

CWL-2

CWL-3 CWL-4

CWL-5

CWL-6

CWL-7

CWL-8

CWL-9

CWL-10

CWL-11

CWL-12

CWL-13

CWL-14

CWL-15

CWL-16

CWL-17

CWL-18

CWL-19

CWL-20

CWL-21

CWL-22

CWL-23

CWL-24

CWL-25 CWL-39

CWL-26

CWL-27 CWL-28

CWL-29

0+00

0+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+00

11+

11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50

18+00

STOCKPILE AREA (SEE NOTE 7)

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®US Army Corps of Engineers

DISTRICT

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C-002

PHILADELPHIA

NORTH

PLAN

1 GENERAL PLAN1 GENERAL PLAN

NOTES:

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

2. CONTRACTOR SHALL USE THE EXISTING STONE PRESENT IN THE PARKING LOOP AS THE STONE SUBBASE FOR

PAVEMENT. SEE SHEETS C-301 AND C-302 FOR PAVEMENT DETAILS.

3. CONTRACTOR SHALL INSTALL PAVEMENT PURSUANT TO THE PAVEMENT DETAILS ON SHEETS C-301 AND C-302.

PAVEMENT THAT IS TO BE INSTALLED ON THE "PARKING LOOP" OVER EXISTING GROUND SHALL BE FULL DEPTH PAVEMENT. CONTRACTOR SHALL REMOVE THE EXISTING GRAVEL ON THE "RAMP ROAD" AND INSTALL FULL DEPTH

PAVEMENT PURSUANT TO THE DETAILS ON SHEETS C-301 AND C-302.

4. COORDINATE EXACT CONSTRUCTION TRAILER LOCATION WITH THE COR PRIOR TO MOBILIZATION.

5. FOR SURVEY AND CONSTRUCTION BASELINE AND CONTRACTOR WORK LIMIT COORDINATES, SEE SHEET C-601.

6. FOR STAGING AREA COORDINATES, SEE SHEET C-601.

7. APPROXIMATE STOCKPILE LOCATION. COORDINATE EXACT LIMITS WITH THE COR PRIOR TO CONSTRUCTION ACTIVITIES. ANY EXCESS STOCKPILED TOPSOIL AND STONE WILL BE KEPT AT THE DAM FOR FUTURE USE.

a a

PIPE

INV: 1164.89'

CMP 24X15"

PIPE

INV: 1166.20'

DRAINPIPE

INV: 1161.46'

RCP 12"

EDGE OF GRAVEL (TYP)

GRAVEL TO BE REMOVED (TYP)

EXISTING GRAVEL

ROAD CENTERLINE

18" CFS (TYP)

L10-D

C37 -D

C38-D

L108-D

C43-D C44-D

C45-D

C4 6-

D C

-D

C48 -D

C49-D

L109-D

L51-D

L52-D

L53-D C

-D

L55-D

C5 3-

L62-D

C54-D

STOCKPILE AREA

(SEE NOTE 5)

EXISTING GRAVEL TO

REMAIN (TYP)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

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-10

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CD-104

PHILADELPHIA

1 PLAN - EXISTING CONDITIONS AND DEMOLITION1 PLAN - EXISTING CONDITIONS AND DEMOLITION

NORTH

PLAN

C H

E M

N E

R E:

C D

-1

R E:

C D

-1

NOTES

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

2. FOR TYPICAL SECTIONS, SEE SHEET C-301.

3. WHERE EXISTING GRAVEL IS TO BE REMOVED, CONTRACTOR

SHALL PROVIDE TOPSOIL, SEED, AND MULCH.

4. LIMITS OF GRAVEL REMOVAL GEOMETRY IS LOCATED ON

SHEET C-601.

5. APPROXIMATE STOCKPILE LOCATION. COORDINATE EXACT

LIMITS WITH THE COR PRIOR TO CONSTRUCTION ACTIVITIES.

ANY EXCESS STOCKPILED TOPSOIL AND STONE MUST BE KEPT

AT THE DAM FOR FUTURE USE. a

EDGE OF SHOULDER (TYP)

EDGE OF PAVEMENT (TYP)

ROAD CENTERLINE (TYP)

R - 49'

R = 29'R = 41'

R = 61'

12' (TYP.)

CWL-20

CWL-21

CWL-22

10+00

11+

STOCKPILE AREA

(SEE NOTE 5)

FULL DEPTH PAVEMENT

(TYP)

PAVEMENT OVER EXISTING

EXISTING GRAVEL (TYP)

PIPE

INV: 1164.89'

CMP 24X15"

PIPE

INV: 1166.20'

DRAINPIPE

INV: 1161.46'

RCP 12"

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

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C-104

PHILADELPHIA

NORTH

PLAN

C H

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N E

R E:

C -1

-1

NOTES

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

2. FOR TYPICAL SECTIONS, SEE SHEET C-301.

3. FOR PAVEMENT STRIPING DETAILS, SEE PAVEMENT SECTIONS

ON SHEET C-301.

4. FULL DEPTH PAVEMENT SHOWN ON THE PLAN ARE REQUIRED

FOR THE AREAS OUTSIDE OF THE EXISTING GRAVEL.

5. APPPROXIMATE STOCKPILE LOCATION. COORDINATE EXACT

LIMITS WITH THE COR PRIOR TO CONSTRUCTION ACTIVITIES.

ANY EXCESS STOCKPILED TOPSOIL AND STONE MUST BE KEPT

AT THE DAM FOR FUTURE USE.

1 PLAN - SITE1 PLAN - SITE

CB-4 PENNDOT TYPE 'M' INLET

RIM ELEV. 1128.80

INV. OUT 1126.45

INV. OUT 1126.00

ROAD CENTERLINE (TYP)

EDGE OF PAVEMENT (TYP)

EDGE OF SHOULDER (TYP)

RAMP ROAD

CENTERLINE (TYP)

65'

RIPRAP APRON 3

2/C-502

5+00

5+50

L13

BOAT RAMP

20'

RIPRAP LINED SWALE

OPERATIONAL

WATER LEVEL:

EL. 1125'

BOAT RAMP AND APPROACH

PROFILE SEE 4/C-501

PAVEMENT OVER EXISTING

EXISTING GRAVEL (TYP)

PROMPTON LAKE

1.5H:1V SLOPE

1.5 H:

1V S

1.5H:1V SLOPE

1129.4

11101112111411161118

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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C-

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C-106

PHILADELPHIA

NORTH

PLAN

C H

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N E

R E:

C -1

-1

1 PLAN - SITE1 PLAN - SITE

NOTES

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

2. FOR TYPICAL SECTIONS, SEE SHEET C-301.

3. FOR PAVEMENT STRIPING DETAILS, SEE PAVEMENT SECTIONS

ON SHEET C-301.

4. FULL DEPTH PAVEMENT SHOWN ON THE PLAN ARE REQUIRED

FOR THE AREAS OUTSIDE OF THE EXISTING GRAVEL.

5. FORMWORK FOR THE 8-INCH CONCRETE SLAB BUT PROVIDE

THE FULL 8-INCH THICKNESS OF CONCRETE.

6. THE NORMAL OPERATIONAL WATER LEVEL OF PROMPTON LAKE

IS 1125.00

SUBGRADE (TYP)

VARIES - 8" EXISTING

AGGREGATE BASE COURSE (ABC)

SLOPEVARIES

VARIES 64' WIDE - TREES AND GRASS AREA

1 12" BITUMINOUS CONCRETE

WEARING COURSE (TYP)

2 12" BITUMINOUS CONCRETE

BASE COURSE (TYP)

MATCH EXITING SLOPE

1 12" BITUMINOUS CONCRETE

WEARING COURSE (TYP)

2 12" BITUMINOUS CONCRETE

BASE COURSE (TYP)

MATCH EXISTING SLOPE

NOTE:

THIS DETAIL TO BE USED WHEN PORTIONS OF THE GRASS ISLANDS ARE TO REMAIN

SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

1.5'

SHOULDER 1.5'

SHOULDER4" WIDE WHITE

EDGE STRIPE

(TYP)

4" WIDE WHITE

EDGE STRIPE

(TYP)

12' LANE WIDTH (TYP.) 12' LANE WIDTH (TYP.)

VARIES - 8" EXISTING

AGGREGATE BASE COURSE (ABC)

SUBGRADE (TYP)

VARIES - 8" EXISTING

AGGREGATE BASE COURSE (ABC)

SLOPEVARIES

1 12" BITUMINOUS CONCRETE

WEARING COURSE (TYP)

2 12" BITUMINOUS CONCRETE

BASE COURSE (TYP)MATCH EXISTING SLOPE

8" NEW ABC

NOTE:

1. THIS DETAIL SHOULD BE USED WHERE PAVEMENT IS TO BE INSTALLED OVER EXISTING PERVIOUS LAWN AREA

2. LIMITS OF AGGREGATE DRAINAGE LAYER, SEE PLANS.

SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302. SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

1.5'

SHOULDER

1.5'

SHOULDER

4" WIDE WHITE

EDGE STRIPE

(TYP) 4" WIDE WHITE

EDGE STRIPE

(TYP)

VARIES - 8" EXISTING

AGGREGATE BASE COURSE (ABC)

SUBGRADE (TYP)

VARIES - 8" EXISTING

AGGREGATE BASE COURSE (ABC)

SLOPEVARIES

VARIES 64' WIDE - TREES AND GRASS AREA

NOTE

THIS DETAIL SHOULD BE USED WHERE PAVEMENT IS TO BE INSTALLED OVER EXISTING PERVIOUS LAWN AREA

VARIES - 8" EXISTING

AGGREGATE BASE COURSE (ABC)

LAWN TO BE REMOVED

SUBGRADE (TYP)

VARIES - 8" EXISTING

AGGREGATE BASE COURSE (ABC)

SLOPEVARIES

VARIES 64' WIDE - TREES AND GRASS AREA

VARIES - 8" EXISTING

AGGREGATE BASE COURSE (ABC)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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PHILADELPHIA

NTS2 TYPICAL SECTION - PARKING LOOP TREE AND GRASS AREA2 TYPICAL SECTION - PARKING LOOP TREE AND GRASS AREA

NTS3 TYPICAL SECTION - PARKING LOOP FULL PAVEMENT AREA3 TYPICAL SECTION - PARKING LOOP FULL PAVEMENT AREA

NTS4 TYPICAL SECTION PARKING LOOP PAVEMENT DEMOLITION4 TYPICAL SECTION PARKING LOOP PAVEMENT DEMOLITION

NTS1 TYPICAL SECTION - PARKING LOOP EXISTING PAVEMENT1 TYPICAL SECTION - PARKING LOOP EXISTING PAVEMENT a

1 12" BITUMINOUS CONCRETE

WEARING COURSE (TYP)

1.5'

2 12" BITUMINOUS CONCRETE

BASE COURSE (TYP)

1.5'

PROFILE GRADE

ELEVATION

4" WIDE YELLOW

℄ STRIPE (TYP)SLOPEVARIES

4" WIDE WHITE

EDGE STRIPE

(TYP)

SLOPEVARIES

4" WIDE WHITE

EDGE STRIPE

(TYP)

S = 2% MIN

SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

REFER TO SPECIFICATION

32 11 23.23 FOR GRADATION

REQUIREMENTS OF THE AGGREGATE

DRAINAGE LAYER.

VARIES - 9' MIN.VARIES - 9' MIN.

VARIES

(SEE NOTE 6)

1 12" BITUMINOUS CONCRETE

WEARING COURSE (TYP)

1.5'

2 12" BITUMINOUS CONCRETE

BASE COURSE (TYP)

1.5'

S = 2% S = 2%

PROFILE GRADE

ELEVATION

EXISTING ABC/

SUBGRADE

SLOPEVARIES

4" WIDE WHITE

EDGE STRIPE

(TYP)

SLOPEVARIES

SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

SUBGRADE

4" WIDE WHITE

EDGE STRIPE

(TYP)

REFER TO SPECIFICATION

32 11 23.23 FOR GRADATION

REQUIREMENTS OF THE AGGREGATE

DRAINAGE LAYER.

VARIES

(SEE NOTE 6)

VARIES - 10' MIN.

(SEE NOTE 6)

VARIES - 9' MIN

(SEE NOTE 6)

1 12" BITUMINOUS CONCRETE

WEARING COURSE (TYP)

1.5'

2 12" BITUMINOUS CONCRETE

BASE COURSE (TYP)

VARIES - 9' MIN

(SEE NOTE 6)

1.5'

PROFILE GRADE

ELEVATION

REFER TO SPECIFICATION

32 11 23.23 FOR GRADATION

REQUIREMENTS OF THE AGGREGATE

DRAINAGE LAYER.

SLOPEVARIES

4" WIDE WHITE

EDGE STRIPE

(TYP)

SLOPEVARIES

4" WIDE WHITE

EDGE STRIPE

(TYP)

S = 2% MIN

X X X X X X X X X X X X X X X X X X X X X X X X X XSHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

SHOULDER TO BE EITHER

BITUMINOUS PAVEMENT OR

GRAVEL, SEE DETAILS 5/C-302 AND

6/C-302.

AGGREGATE DRAINAGE LAYER

TO DAYLIGHT TO SIDE SLOPE.

GEOTEXTILE

(TYP)

NEW BITUMINOUS WEARING COURSE

2 1/2"

1 1/2"

6" MIN NEW BITUMINOUS BASE COURSE

EXISTING 1 1

2" WEARING COURSE

EXISTING 2 1

2" BITUMINOUS CONCRETE BASE COURSE

SAW CUT AND TACK COAT

TACK COAT

EXISTING SUBGRADE

10' TRANSITION

EXIST BASE/

SUBBASE COURSE

4" STONE SHOULDER

(DGA) (SEE NOTE)

8" ABC (TYP)

1 12" BITUMINOUS CONCRETE

WEARING COURSE

2 12" BITUMINOUS CONCRETE

BASE COURSE

4" WIDE WHITE

EDGE STRIPE (TYP)

15' MAX

CWL AND LOD

(TYP)

1.5'

SHOULDER

NOTE:

DGA SHALL BE TAPERED TO THE EXISTING GRADE. DGA

MATERIALS SHALL ADHERE TO SPECIFICATION 32 11 23

AGGREGATE BASE COURSE.

PROPOSED GRADE TO MATCH

EXISTING GRADE

2" BITUMINOUS CONCRETE

SHOULDER AT 2%

8" NEW ABC (TYP)

1 12" BITUMINOUS CONCRETE

WEARING COURSE

2 12" BITUMINOUS CONCRETE

BASE COURSE

4" WIDE WHITE

EDGE STRIPE (TYP)

15' MAX

CWL AND LOD

(TYP)

1.5'

SHOULDER

NOTE:

NEW ABC SHALL BE TAPERED TO THE EXISTING GRADE.

PROPOSED GRADE TO MATCH

EXISTING GRADE

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

U M

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SHEET NUMBER

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C-

2 T

.dw g

L S

, P A

C-302

PHILADELPHIA

NTS1 TYPICAL SECTION - RAMP ROAD STA. 0+00 TO 4+001 TYPICAL SECTION - RAMP ROAD STA. 0+00 TO 4+00

NTS3 TYPICAL SECTION - ENTRANCE ROAD STA. 0+12 TO STA. 2+003 TYPICAL SECTION - ENTRANCE ROAD STA. 0+12 TO STA. 2+00

NTS2 TYPICAL SECTION - RAMP ROAD STA. 4+00 TO 5+50 AND TURNAROUND2 TYPICAL SECTION - RAMP ROAD STA. 4+00 TO 5+50 AND TURNAROUND

NTS4 DETAIL - TRANSITION BETWEEN EXISTING AND NEW PAVEMENT4 DETAIL - TRANSITION BETWEEN EXISTING AND NEW PAVEMENT

NTS5 DETAIL - GRAVEL PAVEMENT SHOULDER5 DETAIL - GRAVEL PAVEMENT SHOULDER

NTS6 DETAIL - BITUMINOUS PAVEMENT SHOULDER6 DETAIL - BITUMINOUS PAVEMENT SHOULDER a a a a a

20'

12" CENTER-TO-CENTER

SPACING

3" MIN SPACING

BETWEEN STEEL REINFORCEMENT

AND EDGE OF SLAB

#4 (0.5" DIA.)

EPOXY-COATED

GRADE 60 REBAR

1ST STAGE (WATERWARD SIDE) 2ND STAGE (LANDWARD SLAB)

65'

NOTES:

1. FOR CONCRETE JOINT PLAN AND DETAILS, SEE SHEET C-508.

12" CENTER-TO-CENTER

SPACING

12" CENTER-TO-CENTER

SPACING (TYP.)

8" THICKNESS

PCC

(SEE NOTE 2) #4 (0.5" DIA.)

EPOXY-COATED

GRADE 60 REBAR

NOTES:

1. ALTERNATIVE INSTALLATION METHODS MAY BE PROPOSED IN THE EARTHWORK WORK

PLAN.

2. WIRE TINE GROOVING SHALL BE DONE PER PENNDOT PUBLICATION 408, SECTION 501.3(k), PARA. 4A & 4B.

#4 (0.5" DIA.)

EPOXY-COATED

GRADE 60 REBAR

3" 3"

X X X X X X X X X

POLYETHYLENE SHEET BOND

BREAKER 6 MIL (MIN)

THICKNESS. OFFSET FOR

CLARITY

CONCRETE NOTES:

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH

THE PROVISIONS OF THE AMERICAN CONCRETE INSTITUTE (ACI)

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301-10) AND

SPEC SECTION 03 30 53.

2. CAST-IN-PLACE CONCRETE SHALL ATTAIN THE FOLLOWING

MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c):

ALL CONCRETE 4000 psi

3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS

SPECIFICALLY OTHERWISE NOTED

4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS

CONFORMING TO ASTM A615, GRADE 60 [420]

5. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS

OTHERWISE INDICATED. CONTINUOUS REINFORCING STEEL SHALL

BE LAPPED IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318

6. MINIMUM CONCRETE COVER (in) FOR REINFORCING STEEL SHALL

BE AS INDICATED. IN NO CASE SHALL REINFORCEMENT COVER BE

LESS THAN THE REQUIREMENTS OF ACI 301

A. CONCRETE DEPOSITED AGAINST THE GROUND 3 in B. CONCRETE EXPOSED TO EARTH OR WEATHER 2 in

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

a. BEAMS AND COLUMNS 1.5 in

b. SLABS AND WALLS 3

4 in

c. SLAB-ON-GRADE 2.5 in

7. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL

HAVE A 90-DEGREE HOOK UNLESS OTHERWISE NOTED. STIRRUPS,

TIES, AND 180-DEGREE HOOKS AND 90-DEGREE HOOKS SHALL

CONFORM TO THE REQUIREMENTS OF ACI 318

8. PROVIDE 12 in THICK JOINT FILLER MATERIAL WHERE

SLABS-ON-GRADE ABUT VERTICAL SURFACES

9. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED,

ACCURATELY POSITIONED, AND MAINTAINED SECURLY IN PLACE

PRIOR TO AND DURING CONCRETE PLACEMENT.

10. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS,

AND OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED.

REINFORCEMENT SHALL NOT BE CUT TO FACILITATE PLACEMENT

OF EMBEDDED ITEMS.

11. NO CONCRETE SHALL BE PLACED UNTIL THE CONTRACTING

OFFICER OR THE CONTRACTING OFFICER'S REPRESENTATIVE HAS

INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCEMENT

12. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3

4 in OR AS

INDICATED

13. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH

CONCRETE UNLESS EFFECTIVELY COATED OR COVERED TO

PREVENT ALUMINUM-CONCRETE REACTION AND ELECTROLYTIC

ACTION BETWEEN ALUMINUM AND STEEL

14. WHEN A SPECIFIED REINFORCING BAR IS NOT AVAILABLE, THE

NEXT LARGER (DIAMETER) SIZE BAR MAY BE SUBSTITUTED.

15. ALL REINFORCEMENT SHALL BE EPOXY-COATED, INCLUDING BAR

SUPPORTS (A.K.A. CHAIRS).

90° HOOK 180° HOOK

CRITICAL SECTION CRITICAL SECTION

Ldh d

G dD

Ldh HOOK

A OR G

4d, BUT 2.5 IN MIN

J d

STANDARD HOOKS

ILI

A OR G

#3 THRU #5 =6d, BUT 3 IN MIN #6 THRU #8 - 12d

ILI

d D

D =4d FOR #3 THRU #5 D =6d FOR #6 THRU #8

6d, 3 IN MIN

135° HOOK90° HOOK

STIRRUP - TIE HOOKS

TABLE NOTES:

1. THIS TABLE CONFORMS TO ACI 318 CLASS B TENSION LAP

SPLICES FOR NORMAL WEIGHT CONCRETE AND 60 ksi EPOXY

COATED REINFORCEMENT WITH CLEAR SPACING BETWEEN

BARS GREATER THAN 2 INCHES AND CLEAR COVER GREATER

THAN 1 INCH. ADJUSTMENTS SHALL BE MADE FOR OTHER

MORE CRITICAL CONDITIONS.

2. PROVIDE SPLICES AS SHOWN UNLESS OTHERWISE NOTED ON

THE DRAWINGS, SUBSTITUTION OF SPLICE LENGTHS SHORTER

THAN THOSE GIVEN SHALL BE IN ACCORDANCE WITH ALL

PROVISIONS OF ACI 318 WITH WRITTEN APPROVAL OF THE

CONTRACTING OFFICER.

3. TOP BARS ARE ANY HORIZONTAL REINFORCEMENT PLACED

SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS BELOW

THE REINFORCEMENT.

4. EMBEDMENT FOR STANDARD HOOK (Ldh) IS THE MINIMUM

STRAIGHT LINE DISTANCE FROM THE CRITICAL SECTION IN THE

BAR (AT A JOINT TO THE FARTHEST EDGE OF THE HOOK). SEE

STANDARD HOOK DETAILS.

MINIMUM DEVELOPMENT AND LAP SPLICE LENGTHS (in)

5000 PSI CONCRETE

BAR

SIZE DEVELOPMENT/

SPLICE LENGTH

TYPICAL BARS

(Ld)

TOP BARS

(1.3*Ld)

HOOK

DEVELOPMENT

(Ldh)

#4 #5 #6

#8 #9

#10

15.5 20 8

20.5 26.5 9

25.5 33.5 12 31 40 16

45 58 17

51 66.5 19

57.5 75 22

65 84.5 25

8" THICKNESS

PCC

8" MIN. AASHTO

#57 STONE

LAYER

(SEE NOTE 1)

AASHTO #1

ARMOR STONE

(SEE NOTE 1)

1.5H : 1V SLOPE

(OR FLATTER)

NOTES:

1. SEE SPEC SECTION 31 00 00 FOR GROUND PREPARATION

AND STONE REQUIREMENTS.

VARIES (SEE PLAN)

1.25' MIN.

12" THICK AASHTO #1

ARMOR STONE ABOVE

AASHTO #57 STONE

1' SHOULDER

N (F

STATION

0+00 0+25 0+50 0+75 1+00 1+25 1+36

CONCRETE

BOAT RAMP

AASHTO #1

ARMOR STONE

AASHTO #57 STONE

NORMAL WATER LEVEL

EL. 1125'

2 3

4 5

1 2 3 4 5

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C-501

PHILADELPHIA

1 DETAIL - BOAT RAMP REINFORCEMENT1 DETAIL - BOAT RAMP REINFORCEMENT

NTS2 DETAIL - BOAT RAMP PCC REINFORCEMENT2 DETAIL - BOAT RAMP PCC REINFORCEMENT

NTS3 DETAIL - BOAT RAMP SHOULDER AND TOE3 DETAIL - BOAT RAMP SHOULDER AND TOE

a a

4 PROFILE - BOAT RAMP AND APPROACH4 PROFILE - BOAT RAMP AND APPROACH

a a a a a a a a a a a a a a

SIDE VIEWEND VIEWTOP VIEW

2.0'

3 - #4 BARS

30°

1.0

12"

1.0

2.0'

#4 BARS @ 10" BW

12"

2.5

FINISHED

GRADE

2.2

FIELD POUR

6" THICK

ALL AROUND

5.0'

0.5 FT

D D

DAOUTLET PIPE

STONE OUTLET PROTECTION DIMENSIONS

SITE/LOCATION A (FT) B (FT) C (FT) D (FT)

RIPRAP APRON 1 4.5 10.0 11.2 1

RIPRAP APRON 2 4.5 10.0 11.2 1

RIPRAP APRON 3 4.5 10.0 11.2 1

RIPRAP APRON

RIPRAP D50 = 6"

THICKNESS = 14"

1' MI

GEOTEXTILE

FILTER (OFFSET FOR

CLARITY)

WIDTH VARIES

TOP OF BANK.

TIE IN TO EXISTING

GROUNDDRAINAGE SWALE ℄

COMPACTED SUBGRADE

SLOPE 3H:1V (TYP)

CROSS SECTION VIEW - SWALE OUTLET PROTECTION

EDGE OF RAMP ROAD

H V

1 1'

FINISHED GRADE

1.0'-1.5'

(SEE PLANS)

EXISTING GROUND

VARIES

(SEE PLANS)

SWALE ℄

EDGE OF

PAVEMENT

COMMON FILL

(TYP)

TOPSOIL (6")

SEED AND MULCH

(TYP)

12"

(TYP.)

12"

(TYP.)

4" M

.DE

STORMWATER PIPE (18" DIA.)

COMPACTED BACKFILL

18" (MIN.) OF AASHTO #57

FINAL GRADE

O.D. PIPE

(VARIES)

12"

(TYP.)

12"

(TYP.)

4" M

.DE

STORMWATER PIPE (18" DIA.)

COMPACTED DGA

DGA MATERIALS SHALL

ADHERE TO SPECIFICATION

32 11 23 AGGREGATE BASE COURSE.

18" (MIN.) OF AASHTO #57

FINAL GRADE

O.D. PIPE

(VARIES)

2 3

4 5

1 2 3 4 5

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C-502

PHILADELPHIA

NTS1 DETAIL - CONCRETE HEADWALL1 DETAIL - CONCRETE HEADWALL

NTS2 DETAIL - RIPRAP APRON2 DETAIL - RIPRAP APRON

NTS3 DETAIL - RIPRAP LINED SWALE3 DETAIL - RIPRAP LINED SWALE

NTS5 DETAIL - TYPICAL SWALE5 DETAIL - TYPICAL SWALE

NTS4 DETAIL - TRENCH DETAIL FOR PIPE IN GRASS AREA4 DETAIL - TRENCH DETAIL FOR PIPE IN GRASS AREA

NTS6 DETAIL - TRENCH DETAIL FOR PIPE UNDER PAVEMENT6 DETAIL - TRENCH DETAIL FOR PIPE UNDER PAVEMENT a

2 3

4 5

1 2 3 4 5

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ILS

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C-507

PHILADELPHIA

1ST STAGE (WATERWARD SIDE)

32.5'

2ND STAGE (LANDWARD SLAB)

32.5'

TRANSVERSE CONSTRUCTION

JOINT (KEYED) SEE

DETAIL 2/C-508.

TRANSVERSE

CONTRACTION JOINT

(TYP)

16.25' 16.25'

10' 10'

20'

LONGITUDINAL

CONTRACTION JOINT

(TYP)

#5 TIE BAR, HOOK BOLT, OR W-BOLT

(TYP), 30" LONG, 27"

CENTER-TO-CENTER SPACING

L L L

6" TYP FROM OUTER EDGE

OFFSET 6" FROM

LONGITUDINAL JOINT (TYP)

8" (S

1.5 0"

1ST

STAGE

2ND

STAGE

AASHTO #57 STONE OVER SUBGRADE

CONSTRUCTION JOINT KEY

REINFORCEMENT NOT CARRIED THROUGH JOINT

NOTES:

1. CONSTRUCT BOAT RAMP USING THE "POUR AND PUSH" METHOD, UNLESS OTHERWISE APPROVED.

2. CONSTRUCT 1ST STAGE ON LAND OVER A PREPARED AND APPROVED GRADE AS SHOWN. ONCE THE 1ST STAGE SLAB CURES A MINIMUM OF 14 DAYS, PUSH THE SLAB INTO THE LAKE, ENSURING TO LEAVE AT LEAST A 3' LENGTH OF SLAB OUT OF WATER SO THAT THE 2ND STAGE SLAB CAN BE CAST AGAINST IT. AFTER 2ND STAGE SLAB CURES A MINIMUM OF 14 DAYS, PUSH THE ENTIRE 65' SLAB INTO THE WATER TO THE LIMITS SHOWN.

3. PROTECT THE BACK EDGE OF THE SLAB THAT WILL BE PUSHED AGAINST BY USING TIMBER BLOCKING (MINIMUM SIZE 8" X 8"), STEEL BEAM, OR SIMILAR PROTECTIVE DEVICE IN BETWEEN THE CONCRETE SLAB AND THE PUSHING EQUIPMENT SUCH THAT THE PUSHING EQUIPMENT'S BLADE DOES NOT COME IN CONTACT WITH THE CONCRETE. INCLUDE THE PROPOSED PROTECTIVE DEVICE/METHOD IN THE "EARTHWORK WORK PLAN SUBMITTAL THAT IS REQUIRED BY

SPEC. SECTION 31 00 00.

4. TO CONNECT THE 1ST STAGE SLAB WITH THE 2ND STAGE SLAB, USE HOOK BOLTS, W BOLTS, OR BY DRILLING INTO THE HARDENED SLAB AFTER 7 DAYS CURE AND EPOXYING IN THE REINFORCEMENT BAR (HOOK BOLTS OR W BOLTS ARE THE PREFERRED METHOD). HOOK BOLTS, W BOLTS, OR TIE BARS SHALL BE IN THE MIDDLE OF THE SLAB IN THE MIDDLE OF THE KEYWAY. SEE TIE BOLT DETAIL ON SHEET C-509.

SILICONE SEALANT

3" 3"

#5 TIE BAR, HOOK BOLT, OR W-BOLT,

27" C-C (SEE NOTE 4).

SLAB REINFORCEMENT, (REFER TO PLAN)

"T "/3

8" (S

FORM OR SAW 1/2" WIDE X 1/4 DEPTH OF THE

SLAB AND SEAL THE JOINT WITH FIELD MOLDED

SILICONE SEALANT CONFORMING TO ASTM

D5893/D5893M W/ BACKER ROD FIT SNUG INTO

JOINT. BACKER ROD CONFORMING TO ASTM

D5249.

PER MANUFACTURER RECOMMENDATIONS

DO NOT CUT THROUGHT REINFORCEMENT

SLAB REINFORCEMENT, (REFER TO PLAN)

ANTICIPATED CRACK

AASHTO #57 STONE OVER SUBGRADE

0.2d0.15d

0.1d (1" MAX) d

SILICONE SEALANT IN SEALANT

RESERVOIR WITH BACKER ROD

SILICONE SEALANT IN

SEALANT RESERVOIR

WITH BACKER ROD

NOTES:

1. #4 REINFORCEMENT NOT SHOWN FOR CLARITY.

0.5d

HOOK BOLT, W-BOLT,

OR TIE BAR

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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C-508

PHILADELPHIA

NTS1 DETAIL - CONCRETE BOAT RAMP JOINT PLAN1 DETAIL - CONCRETE BOAT RAMP JOINT PLAN

NTS2 DETAIL - CONCRETE CONSTRUCTION JOINT2 DETAIL - CONCRETE CONSTRUCTION JOINT

NTS3 DETAIL - CONCRETE CONTRACTION JOINT3 DETAIL - CONCRETE CONTRACTION JOINT

NTS4 DETAIL - CONCRETE JOINT SEALANT4 DETAIL - CONCRETE JOINT SEALANT

2 3

4 5

1 2 3 4 5

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T D

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ILS

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C-509

PHILADELPHIA

SURVEY AND CONSTRUCTION BASELINE GEOMETRY LEGEND

NUMBER

L10

LENGTH (FT)

16.76

83.87

139.34

256.10

460.13

1.40

437.93

114.87

89.39

30.22

START NORTHING

528305.76

528360.60

528426.93

528534.34

528737.84

529142.64

529131.99

528785.91

528681.43

528564.68

START EASTING

2630200.66

2630201.33

2630150.02

2630061.26

2629905.78

2629618.38

2629694.39

2629962.74

2630041.78

2630076.11

LINE DIRECTION (DEGREES)

N21° 41' 48.68"E

N37° 43' 25.38"W

N39° 34' 12.07"W

N37° 22' 47.67"W

N39° 46' 00.06"W

N55° 10' 57.12"E

S37° 47' 25.13"E

S37° 40' 41.42"E

S28° 23' 36.81"E

S52° 37' 12.33"W

END NORTHING

528321.33

528426.93

528534.34

528737.84

529091.52

529143.44

528785.91

528695.00

528602.79

528546.34

END EASTING

2630206.86

2630150.02

2630061.26

2629905.78

2629611.46

2629619.52

2629962.74

2630032.95

2630084.28

2630052.09

DELTA ANGLE (DEGREES)

59.42

94.95

87.03

9.28

81.01

TANGENT (FT)

22.83

38.16

52.22

8.12

25.63

RADIUS (FT)

40.00

35.00

55.00

100.00

30.00

CURVE LENGTH (FT)

41.48

58.00

83.54

16.20

42.42

PC STATION

0+16.76

9+97.67

10+57.07

16+93.41

17+99.01

PI STATION

0+39.59

10+35.84

11+09.29

17+01.53

18+24.64

PT STATION

0+58.25

10+55.68

11+40.61

17+09.62

18+41.43

PI NORTHING

528342.54

529120.85

529173.25

528688.57

528580.24

PI EASTING

2630215.30

2629587.05

2629662.39

2630037.92

2630096.47

TABLE: DEMOLITION COORDINATES - LINES

POINT NUMBER

L1-D

L2-D

L3-D

L4-D

L5-D

L6-D

L7-D

L8-D

L9-D

L10-D

L11-D

L12-D

L13-D

L14-D

L15-D

L16-D

L17-D

L18-D

L19-D

L20-D

NORTHING

528325.3

528319.0

528324.4

528331.5

528376.8

528419.7

528499.2

528541.8

528733.2

529072.1

528904.0

528758.1

528599.9

528556.7

528539.9

528457.4

528478.9

EASTING

2630199.2

2630216.4

2630219.1

2630199.7

2630174.3

2630141.0

2630075.4

2630046.1

2629899.9

2629612.4

2629751.4

2629875.9

2630001.7

2630031.7

2630035.5

2630100.6

2630122.0

TABLE: DEMOLITION COORDINATES - LINES

POINT NUMBER

L21-D

L22-D

L23-D

L24-D

L27-D

L32-D

L33-D

L34-D

L42-D

L43-D

L44-D

L45-D

L46-D

L48-D

L49-D

L51-D

L52-D

L53-D

L55-D

L58-D

NORTHING

528504.8

528528.3

528566.3

528511.8

528682.3

528673.5

528707.0

528732.2

528757.1

528753.6

529081.1

529069.3

529053.2

529053.8

529162.3

529145.6

529148.8

528873.8

EASTING

2630103.0

2630091.5

2630093.9

2630094.9

2630026.2

2630014.8

2629988.9

2629926.9

2629951.4

2629954.9

2629723.2

2629733.5

2629655.2

2629659.6

2629657.9

2629625.7

2629602.8

2629614.1

2629904.1

TABLE: DEMOLITION COORDINATES - LINES

POINT NUMBER

L59-D

L60-D

L61-D

L62-D

L66-D

L67-D

L68-D

L69-D

L70-D

L71-D

L72-D

L73-D

L74-D

L75-D

L76-D

L77-D

L78-D

L79-D

L80-D

L81-D

NORTHING

528916.0

529018.7

529114.6

529148.2

528896.0

528851.6

528791.6

528712.2

528713.4

528747.8

528805.7

528815.3

528834.6

528890.2

528925.5

528941.9

EASTING

2629871.6

2629793.5

2629722.0

2629696.7

2630275.2

2630322.1

2630379.2

2630471.2

2630496.0

2630507.1

2630444.3

2630412.0

2630379.3

2630319.9

2630278.4

2630178.9

TABLE: DEMOLITION COORDINATES - LINES

POINT NUMBER

L82-D

L83-D

L84-D

L85-D

L86-D

L87-D

L88-D

L89-D

L90-D

L91-D

L92-D

L93-D

L106-D

L107-D

L108-D

L109-D

L110-D

NORTHING

528920.4

528852.3

528835.8

528820.2

528783.7

528795.8

528870.8

528911.8

528914.4

528907.8

528599.2

528768.3

529096.3

529157.0

529136.6

EASTING

2630117.6

2630012.2

2629989.4

2629965.1

2629977.6

2629980.7

2630097.0

2630172.3

2630217.9

2630252.7

2630077.7

2629943.6

2629617.3

2629672.3

2629700.3

STAGING AREA COORDINATES

POINT NUMBER

SA1

SA2

SA3

SA4

NORTHING

528554.5

528590.0

528572.2

528536.2

EASTING

2630142.5

2630115.4

2630092.1

2630119.6

TABLE: DEMOLITION COORDINATES - CURVES

CURVE

C1-D

C2-D

C3-D

C4-D

C5-D

C6-D

C7-D

C10-D

C12-D

C14-D

C15-D

C16-D

C17-D

C18-D

C19-D

C20-D

C21-D

C23-D

C26-D

C27-D

NORTHING

528577.20

528569.06

528570.64

528580.60

528574.73

528571.69

528571.87

528652.23

528574.73

528680.74

528684.92

528640.21

528603.77

528586.41

528583.24

528761.26

528769.52

528754.72

528734.40

528737.48

EASTING

2630093.61

2630089.88

2630071.55

2630078.95

2630073.68

2630069.44

2630068.18

2629986.92

2630039.84

2630033.62

2630004.81

2630038.84

2630066.31

2630078.34

2630079.76

2629964.76

2629964.24

2629925.63

2629929.76

2629929.83

LENGTH (FT)

8.98

61.55

12.57

7.90

5.24

1.35

50.01

7.85

35.56

8.66

56.19

45.63

21.13

3.49

16.48

9.75

21.91

22.28

3.08

16.14

RADIUS (FT)

37.34

48.50

22.50

51.95

18.44

1.09

1040.74

5.00

22.50

5.00

3932.40

1977.94

368.23

11.34

22.50

5.00

18.50

21.23

35.99

TABLE: DEMOLITION COORDINATES - CURVES

CURVE

C28-D

C29-D

C33-D

C35-D

C37-D

C38-D

C40-D

C43-D

C44-D

C45-D

C46-D

C47-D

C48-D

C49-D

C50-D

C52-D

C53-D

C54-D

C62-D

NORTHING

528752.67

528759.14

529117.66

529067.07

529127.39

529137.28

529054.47

529089.85

529099.90

529111.49

529124.26

529134.77

529139.34

529138.96

529132.35

529132.84

529149.60

529157.02

528734.81

EASTING

2629934.85

2629943.47

2629690.43

2629734.27

2629688.46

2629623.80

2629652.05

2629630.58

2629623.34

2629619.19

2629620.61

2629627.49

2629637.00

2629656.88

2629672.78

2629600.31

2629615.24

2629672.29

2629919.09

LENGTH (FT)

11.04

8.55

49.14

2.35

72.15

47.04

3.54

12.39

12.42

12.95

12.69

10.70

19.99

17.34

23.00

21.31

59.79

35.14

9.69

RADIUS (FT)

14.41

8.30

527.98

3.50

47.50

27.56

3.50

129.57

26.74

29.09

25.73

18.13

57.61

43.18

115.32

42.50

62.50

5.00

CONTRACTOR WORK LIMIT COORDINATES

POINT NUMBER

CWL-1

CWL-2

CWL-3

CWL-4

CWL-5

CWL-6

CWL-7

CWL-8

CWL-9

CWL-10

CWL-11

CWL-12

CWL-13

CWL-14

CWL-15

CWL-16

CWL-17

CWL-18

CWL-19

CWL-20

NORTHING

528815.1

528787.9

528863.5

528809.9

528748.0

528732.1

528706.2

528690.2

528690.8

528715.0

528897.3

528891.5

528780.4

528558.1

528519.4

528314.3

528303.1

528290.2

528309.0

529149.3

EASTING

2630437.2

2630466.6

2630530.0

2630570.2

2630510.0

2630524.5

2630502.6

2630456.3

2630435.0

2630396.5

2630193.0

2630147.7

2629994.5

2630151.4

2630113.5

2630254.0

2630247.3

2630221.4

2630177.6

2629521.2

CONTRACTOR WORK LIMIT COORDINATES

POINT NUMBER

CWL-21

CWL-22

CWL-23

CWL-24

CWL-25

CWL-26

CWL-27

CWL-28

CWL-29

CWL-39

NORTHING

529211.2

529176.3

529153.9

528851.0

529014.6

528852.2

528864.2

528853.1

528838.6

528926.6

EASTING

2629543.3

2629656.3

2629723.5

2629973.5

2630230.2

2630364.2

2630383.6

2630394.4

2630387.1

2630299.4

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:

2B U2

C-

1 S

.dw g

, P A

C-601

PHILADELPHIA

Sheets and Views

G-002 DRAWING INDEX SHEET

C-001 GENERAL INFORMATION SHEET

C-002 GENERAL PLAN

CD-104 DEMOLITION PLAN

C-104 PLAN - SITE

C-106 PLAN - SITE

C-301 TYPICAL SECTION - PAVEMENT

C-302 TYPICAL SECTION - PAVEMENT

C-501 BOAT RAMP DETAILS

C-502 STORMWATER DETAILS

C-507 SIGN DETAILS

C-508 BOAT RAMP JOINT PLAN AND DETAILS

C-509 PENNDOT CONCRETE PAVEMENT JOINT DETAILS

C-601 SITE GEOMETRY

File details come from the government source that posted it. Updated Apr 4, 2024.