W912BU24B0002-Dwgs.pdf

PDF 13 MB Posted Feb 13, 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 · Feb 13, 2024

This document provides details on a federal contract solicitation for paving work at a boat launch facility. The solicitation was issued by the U.S. Army Corps of Engineers Philadelphia District on February 13, 2024 for the Prompton Paving Project located in Prompton, Pennsylvania. Work will include paving of the newly constructed boat launch, roadway entrances, turnaround area and adjacent gravel visitor lot to add approximately 20 passenger vehicle parking spots. Diagonal boat trailer parking for around 20 vehicles will also be added. The lot will transition to a one-way traffic pattern. A concrete boat ramp will be constructed and installed. The contractor must design a stormwater BMP and obtain necessary permits. Bonding is required both at bid opening and after award. The award will be made as a whole to a single bidder following FAR Part 14 procedures. Bidders must be registered in the System for Award Management database. Davis Bacon prevailing wage rates and affirmative action requirements apply to the contract.

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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
W912BU24B0002-AM0005-Dwgs.pdf	PDF	Apr 4, 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-Specs.pdf	PDF	Feb 13, 2024

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LOCATION MAP

OF WORK

LOCATION

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

ANDREW J. SCHWAIGER, P.E.

CHIEF, DESIGN BRANCH

BARBARA 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.

®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 A

2B U2

PHILADELPHIA

BOAT RAMP ROAD REPAIR

PROMPTON, PA

PROMPTON DAM

RTA 15 DEC 23

W912BU24B0002

OF PROJECT

LOCATION

VICINITY MAP

NTS

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

dw g

2B U2

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

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-506 SIGN 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

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

C-001

, P A

L I

2B U2

A D

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-19CWL-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

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:

1:4

-W

2B U2

C-

1 G

dw g

L P

, P A

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. CONTRACTOR SHALL 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.

R = 5

R = 3

R = 1

R = 10'

CL HEADWALL 12"

PIPE

INV: 1175.83'

CMP 50X30

PIPE

INV: 1181.10'

RCP 24"

EXISTING CL HEADWALL 12"

TO BE REMOVED

EXISTING CL HEADWALL 12"

TO BE REMOVED

EDGE OF GRAVEL (TYP)

24" RCP PIPE TO BE

REMOVED

EXISTING GRAVEL

ROAD CENTERLINE

GRAVEL TO BE REMOVED (TYP)

18" CFS (TYP.)

CONTRACTOR STAGING AREA

PIPE

INV: 1182.47'

RCP 24"

L1-D

L2-D

L3-D

L4-D

L5-DL6-D

L7-D

L19-D

L20-DL21-D

L22-D

L27-D

SA1

SA4

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-

2 D

ITI

- S

. 0

+0 0 T

.31

.dw g

LIT

, P A

CD-101

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.

PIPE

INV: 1180.94'

DRAIN

PIPE

INV: 1171.80'

RCP 15"

PIPE

INV: 1182.68'

DRAIN

EDGE OF GRAVEL (TYP)

GRAVEL TO BE REMOVED (TYP)

15" RCP TO BE REMOVED

STORMWATER STRUCTURE

TO BE REMOVED

EXISTING GRAVEL

ROAD CENTERLINE

EXISTING GRAVEL

ROAD CENTERLINE

EXISTING TREE TO BE REMOVED

18" CFS (TYP)

CONTRACTOR STAGING AREA

EXISTING TREE TO REMAIN

L8-DL9-D

L15-D

L16-D L17-D

L18-D

L23-D

L24-D

C1-D

C2-D

C3-D C4-D

C5-D C6-D

C7-D

L95-D

C10-D

C12 -D

L106-D

C14-D

L32-D

L33-DL34-D

C15-D C16-D C17-D

C18-D

C19-D

C20-D

C21-D

L107-D

C23-D

C62-D

L42-D

C26-D

C27-D

-D

C29-D

L43-D L44-D

L84-D

L85-D

L86-D

L87-D

L88-D

L96-D L97-D

L98-DL99-DL100-D

L101-D

L102-D

L103-D

TREE PROTECTION FENCE (TYP)

SA2

SA3

STORMWATER STRUCTURE

TO BE REMOVED

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-1

LIT

ION

- S

. 2 +6

8.3 1 T

O S

. 1 8+

.65

.dw g

LIT

, P A

CD-102

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

C H

E M

N E

R E:

C D

-1

R E:

C D

-1

MATCHLINE MATCHLINE

RE: CD-105 RE: CD-105

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.3

EDGE OF GRAVEL (TYP)

EXISTING TREE

TO BE REMOVEDEXISTING TREE

TO BE REMOVED

GRAVEL TO BE REMOVED (TYP)

EXISTING GRAVEL

ROAD CENTERLINE

EXISTING GRAVEL

ROAD CENTERLINE

18" CFS (TYP)

EXISTING TREE TO REMAIN

L11-D L12-D

L13-D

L14-D

C33-D L45-D

C35-D

L46-D

C40-D

L48-D

L49-D

C50-D

L58-DL59-DL60-D

L61-D

L110-D

TREE PROTECTION FENCE (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:

1:1

-W

2B U2

C-1

LIT

ION

.15

2.6 3.d wg

LIT

, P A

CD-103

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

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.

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

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-1

LIT

ION

.21

3.8 5.d wg

LIT

, P A

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.

INV: 1151.49'

PLASTIC 15"

PIPE

INV: 1138.54'

PLASTIC 15"

EDGE OF GRAVEL (TYP)

GRAVEL TO BE REMOVED (TYP)

18" CFS (TYP)

15" PLASTIC PIPE TO BE REMOVED

L66-D

L78-D

L79-D

L80-D

L81-D

L82-D

L83-D

L89-D

L90-D

L91-D

L92-D

L93-D

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-

6 D

ITI

- R

. 1

+4 0.2

4 T O

.34 .dw g

LIT

, P A

CD-105

PHILADELPHIA

NORTH

PLAN

C H

E M

N E

R E:

C D

-1

R E:

C D

-1

MATCHLINE MATCHLINE

RE: CD-106 RE: CD-106

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

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.

GRAVEL TO BE REMOVED (TYP)

18" CFS (TYP)

L67-D

L68-D L69-D

L70-D

L71-D

L72-DL73-DL74-D

L75-D

L76-D

L77-D

EDGE OF GRAVEL (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:

1:1

-W

2B U2

C-

7 D

ITI

- R

P R

D S

. 4

+8 5.3

4 T O

.61 .dw g

LIT

, P A

CD-106

PHILADELPHIA

NORTH

PLAN

C H

E M

N E

R E:

C D

-1

R E:

C D

-1

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

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.

CL HEADWALL 12"

INV: 1175.83'

CMP 50X30

18" CFS (TYP.)

CONTRACTOR STAGING AREA

SA1

SA4

18"HDPE

INV. OUT 1181.10

EDGE OF PAVEMENT (TYP)

EDGE OF SHOULDER (TYP)

ROAD CENTERLINE (TYP)

ONE WAY R6-2R SIGN

R = 5

R = 3

R = 1

R = 10'

1' PAVEMENT NOTCH TO

TIE IN TO EXISTING PAVEMENT

RIPRAP APRON 1

2/C-502

STA 2+41.72

END OF TWO WAY ENTRANCE ROAD

C-302

-302

L1 L2

L3 C1

20' (TYP.)

HW-1

INV. OUT 1183.40

CWL-14

CWL-15

CWL-16

CWL-17

CWL-18

CWL-19

0+00

0+501+001+50 2+00

2+50

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-

8 P

- S

. 0

+0 0 T

.31

.dw g

, P A

C-101

PHILADELPHIA

NORTH

PLAN

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 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.

1 PLAN - SITE1 PLAN - SITE

18" CFS (TYP)

CONTRACTOR STAGING AREA

SA2

SA3

CB-1 PENNDOT TYPE 'M' INLET

RIM ELEV. 1183.25

INV. OUT 1180.00

INV. OUT 1173.70

PARKING LOOP

EDGE OF PAVEMENT (TYP)

EDGE OF SHOULDER (TYP)

ROAD CENTERLINE (TYP)

RAMP ROAD

CENTERLINE (TYP)

ONE WAY R6-2R SIGN

ONE WAY R6-2L SIGN DO NOT ENTER R5-1 SIGN

ONE WAY R6-2L SIGN

R = 20'

R = 6.5'

R = 5'

R = 20'

R = 5'

R = 6.5'

R = 24'

R = 24

R =

R = 3 6'

R = 20'

R =

4" WHITE STRIPE (TYP)

RIPRAP LINED

SWALE

STA 3+26.55

START OF ONE-WAY PAVEMENT

STA 15+14.06

STA 6+04.78

STA 15+57.79

STA 5+60.95

STA 15+81.07

STA 5+38.61

C-301

-3

-3 01 3

C -3

C-301

6.5

0+00

10' (TYP.)

' (T

14' (TYP.)

STA 15+69.76

STA 5+50.74

STA 0+74.93

STA 1+00.51

L10

' (T

20' (TYP.)

' (T

CWL-13

CWL-24

8' 5' 11'

3+003+504+004+505+005+50 6+00

15+00 15+50 16+00 16+50 17+00

17+50

18+00

STA 18+30.27

END OF ONE-WAY PAVEMENT

HP 1185.9

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-

9 P

- S

. 2

+6 8.3

1 T O

1.6 5.d wg

, P A

C-102

PHILADELPHIA

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

C H

E M

N E

R E:

C -1

-1

MATCHLINE MATCHLINE

RE: C-105 RE: C-105

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.

EDGE OF PAVEMENT (TYP)

EDGE OF SHOULDER (TYP)

ROAD CENTERLINE (TYP)

R = 5'

4" WHITE STRIPE (TYP)

STA 12+17.59

-3

12' (TYP.)

14' (TYP.)

CWL-23

6+50 7+00

7+50 8+00

8+50 9+00

9+50

11+50 12+00 12+50 13+00 13+50 14+00 14+50

18" CFS (TYP)

L11-D L12-D

L13-D

L14-D

C33-D L45-D

C35-D

L46-D

C40-D

L48-D

L49-D

C50-D

L58-DL59-DL60-D

L61-D

L110-D

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

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SHEET NUMBER

D W

N B

B Y:

1:1

-W

2B U2

C-

0 P

- S

. 6

+2 7.1

5 T O

2.6 3.d wg

, P A

C-103

PHILADELPHIA

N E

C H

E R

-1

R E:

C -1

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 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

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+

PIPE

INV: 1164.89'

CMP 24X15"

PIPE

INV: 1166.20'

DRAINPIPE

INV: 1161.46'

RCP 12"

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

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

N N

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SHEET NUMBER

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-W

2B U2

C-

1 P

- S

. 9

+8 6.2

1 T O

3.8 5.d wg

, P A

C-104

PHILADELPHIA

NORTH

PLAN

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 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

PROMPTON LAKE

CB-3 PENNDOT TYPE 'M' INLET

RIM ELEV. 1149.80

INV. OUT 1144.00

18"HDPE

INV. OUT 1139.50

EDGE OF PAVEMENT (TYP)

EDGE OF SHOULDER (TYP)

RAMP ROAD

CENTERLINE (TYP)

R = 209'

RIPRAP APRON 2

2/C-502

2+00

3+00

4+00

L12

C-302

RIPRAP LINED SWALE

R = 191'

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

C-105

, P A

C-

2 P

- R

. 1 +4

0.2 4 T

.34

.dw g

2B U2

1:1

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

MATCHLINE MATCHLINE

RE: C-106 RE: C-106

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

PROMPTON LAKE

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

1:1 SLOPE

1:1 S

1:1 SLOPE

20 11 18 11 16 11 14 11 12 11

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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N B

B Y:

1:1

-W

2B U2

C-

3 P

- R

P R

.34

A 5

+4 9.6

1.d wg

, P A

C-106

PHILADELPHIA

NORTH

PLAN

C H

E M

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

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" DGA

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

N N

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C O

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SHEET NUMBER

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-W

2B U2

C-

1 T

.dw g

L S

, P A

C-301

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

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 32.32, PARAGRAPH 2.2.2,

NOTES 1 THROUGH 4 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 32.32, PARAGRAPH 2.2.2,

NOTES 1 THROUGH 4 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 32.32, PARAGRAPH 2.2.2,

NOTES 1 THROUGH 4 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" DGA (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

DENSE GRADED AGGREGATE.

PROPOSED GRADE TO MATCH

EXISTING GRADE

2" BITUMINOUS CONCRETE

SHOULDER AT 2%

8" DGA (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

DENSE GRADED AGGREGATE.

PROPOSED GRADE TO MATCH

EXISTING GRADE

2 3

4 5

1 2 3 4 5

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DISTRICT

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C-

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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

65'

20'

12" CENTER-TO-CENTER

SPACING

12" CENTER-TO-CENTER

SPACING

3.5" MIN SPACING

BETWEEN STEEL REINFORCEMENT

AND EDGE OF SLAB

#4 (0.5" DIA.)

EPOXY-COATED

GRADE 60 REBAR

3.0" MIN PCC COVER

BETWEEN REBAR AND

TOP OF SLAB

(SEE NOTE)

3.0" MIN PCC COVER

BETWEEN REBAR AND

BOTTOM OF SLAB

CENTER-TO-CENTER SPACING

DEPENDENT ON REBAR

ORIENTATION (SEE PLAN VIEW)

8" THICKNESS

PCC, TYPE II

(SEE NOTE)

#4 (0.5" DIA.)

EPOXY-COATED

GRADE 60 REBAR

3.5" MIN SPACING

BETWEEN STEEL REINFORCEMENT

AND EDGE OF SLAB

NOTES:

1. PEA GRAVEL MAY BE USED AS AN OPTIONAL METHOD TO PUSH THE CONCRETE SLAB INTO

PLACE. ALTERNATIVE METHODS MAY BE PROPOSED IN THE CONCRETE PAVING PLAN.

2. V-GROOVES SHALL BE APPLIED AT 30 DEGREES FROM TRAVERSE EDGE. SPECIFICATIONS

REGARDING THE V-SHAPED GROOVES ARE LOCATED IN 32 13 13.06 PORTLAND CEMENT

CONCRETE PAVEMENT FOR ROADS AND SITE FACILITATES.

#4 (0.5" DIA.)

EPOXY-COATED

GRADE 60 REBAR

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)

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

MINIMUM 28 DAY COMPRESSIVE STRENGTH (f'c):

ALL CONCRETE 5000 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 UNO

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

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, TYPE II

8" AASHTO

#57

AGGREGATE

LAYER

AASHTO #1

ARMOR STONE

(SEE NOTE)

1H : 1V SLOPE

(OR FLATTER)

NOTES:

1. REQUIREMENTS FOR MATERIALS USED AS ARMOR

STONE ARE LOCATED IN 31 00 00 EARTHWORK.

) EQ

1.5 0"

1ST

STAGE

2ND

STAGE

AASHTO #57 STONE OVER SUBGRADE

CONSTRUCTION JOINT KEY

REINFORCEMENT CARRIED THROUGH JOINT

SLAB REINFORCEMENT, (REFER TO PLAN)

NOTES:

1. SUBMIT CONSTRUCTION JOINT PLANS FOR REVIEW AND APPROVAL

PRIOR TO POURING CONCRETE.

2. CONSTRUCTION JOINTS SHALL BE PLACED NO MORE THAN 25' O.C. IN

BOTH DIRECTIONS OF THE CONCRETE SLAB.

"T "/3

FORM, TOOL, OR SAW 1/4" WIDE X 1/4 DEPTH OF

THE SLAB AND SEAL THE JOINT WITH FIELD

MOLDED SILICONE SEALANT W/ BACKER ROD

FIT SNUG INTO JOINT

PER MANUFACTURER RECOMMENDATIONS

CUT 50% REINFORCEMENT

SLAB REINFORCEMENT, (REFER TO PLAN)

AASHTO #57 STONE OVER SUBGRADE

T/ SLAB

SEE PLAN

NOTES:

1. CONTROL JOINTS SHALL BE PLACED NO MORE THAN 25' O.C. IN BOTH

DIRECTIONS OF THE CONCRETE SLAB.

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

D W

N B

B Y:

-W

2B U2

C-

1 B

.dw g

ILS

, P A

C-501

PHILADELPHIA

1 DETAIL - BOAT RAMP REINFORCEMENT1 DETAIL - BOAT RAMP REINFORCEMENT

2 SECTION - BOAT RAMP PCC REINFORCEMEN2 SECTION - BOAT RAMP PCC REINFORCEMEN

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

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

12"

(TYP.)

12"

(TYP.)

4" M

OUTFLOW PIPE (DIAMETER VARIES)

COMPACTED EMBANKMENT FILL

EXISTING GROUND

18" (MIN.) OF AASHTO #57

FINAL GRADE

O.D. PIPE

(VARIES)

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)

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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B Y:

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2B U2

C-

2 S

.dw g

, P A

C-502

PHILADELPHIA

NTS1 DETAIL - CONCRETE HEADWALL1 DETAIL - CONCRETE HEADWALL

NTS2 DETAIL - RIPRAP APRON2 DETAIL - RIPRAP APRON

NTS4 DETAIL - RIPRAP LINED SWALE4 DETAIL - RIPRAP LINED SWALE NTS5 DETAIL - TRENCH DETAIL FOR PIPE5 DETAIL - TRENCH DETAIL FOR PIPE

NTS6 DETAIL - TYPICAL SWALE6 DETAIL - TYPICAL SWALE

2 3

4 5

1 2 3 4 5

®US Army Corps of Engineers

DISTRICT

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U M

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G . S

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SHEET NUMBER

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N B

B Y:

-DA

-W

2B U2

C-

3 I

.dw g

ILS

, P A

C-503

PHILADELPHIA

C-503.

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:

-W

2B U2

C-

4 I

.dw g

ILS

, P A

C-504

C-503.

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:

-DA

-W

2B U2

C-

5 I

.dw g

ILS

, P A

C-505

C-503 - C-505

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:

-W

2B U2

C-

6 I

.dw g

ILS

, P A

C-506

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:

N/ A

-W

2B U2

C-

6 S

ILS

.dw g

, P A

C-506

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

528782.6

528844.6

528812.3

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

529094.8

EASTING

2630437.2

2630472.6

2630522.1

2630559.6

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

2629575.4

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

529157.1

529176.3

529153.9

528851.0

529014.6

528852.2

528864.2

528853.1

528838.6

528926.6

EASTING

2629591.2

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:

-DA

-W

2B U2

C-

1 S

.dw g

, P A

C-601

Sheets and Views

G-001 COVER SHEET

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-506 SIGN DETAILS

C-601 SITE GEOMETRY

	2023-12-14T09:30:38-0500
MOFFATT.BARBARA.F.1228997893

	2023-12-14T10:51:53-0500
CLAPP.CHRISTINE.D.1228846372

File details come from the government source that posted it. Updated Feb 13, 2024.