W912BU24B0003-Dwgs.pdf

PDF 18 MB Posted Jul 3, 2024

Attached to: W912BU24B0003 -Abington Environmental Infrastructure Section 566
Solicitation number: W912BU24B0003
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Jul 3, 2024

This document is an Invitation for Bids (IFB) for the Abington Environmental Infrastructure Improvement project in Abington Township, Pennsylvania, solicitation number W912BU24B0003, issued by the Department of the Army Corps of Engineers, Philadelphia District.

The IFB provides details on the required work, which includes environmental infrastructure improvements. Prospective bidders are invited to visit the site and submit any questions in writing as a Request for Information. There will not be a government-conducted site visit. Bidders are required to complete the Representations and Certifications portion of the solicitation and submit it with their proposal. The IFB notes the applicable Affirmative Action requirement of the Equal Opportunity Clause. No additional details on products, services, pricing, set-asides, or award dates are provided in the document.

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File	Type	Posted
W912BU24B0003-AM0002-Dwgs-correct.pdf	PDF	Aug 2, 2024
W912BU24B0003-AM0002-Specs-correct.pdf	PDF	Aug 2, 2024
W912BU24B0008-AM0002-Specs.pdf	PDF	Aug 2, 2024
W912BU24B0008-AM0002-Dwgs.pdf	PDF	Aug 2, 2024
24B0003 Amend 0001 - 7-31-24-final.pdf	PDF	Jul 31, 2024
W912BU24B0003-Specs.pdf	PDF	Jul 3, 2024

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OF WORK

LOCATION

®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, P

2B U2

PHILADELPHIA

INFRASTRUCTURE IMPROVEMENT

ABINGTON ENVIRONMENTAL

ABINGTON TOWNSHIP, PENNSYLVANIA

MAY 2024

W912BU24B0003

DRAWING INDEX

Sheet Number Sheet Title

GENERAL

G-001 COVER SHEET

CIVIL

C-001 GENERAL INFOMATION SHEET

C-101 GENERAL SITE PLAN - ROYCHESTER PARK

C-102 GENERAL SITE PLAN - GROVE RUN PARK

C-103 CHANNEL GEOMETRY - ROYCHESTER PARK

C-104 CHANNEL GEOMETRY - GROVE RUN PARK

C-105 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK

C-106 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK

C-107 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK

C-108 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK

C-109 SITE PLAN - ROYCHESTER PARK

C-110 SITE PLAN - ROYCHESTER PARK

C-111 SITE PLAN - GROVE RUN PARK

C-112 SITE PLAN - GROVE RUN PARK

C-301 TYPICAL SECTIONS - ROYCHESTER PARK

C-302 TYPICAL SECTIONS - GROVE RUN PARK

C-303 TYPICAL SECTIONS - GROVE RUN PARK

C-304 CROSS SECTIONS - ROYCHESTER PARK

C-305 CROSS SECTIONS - ROYCHESTER PARK

C-306 CROSS SECTIONS - GROVE RUN PARK

C-307 CROSS SECTIONS - GROVE RUN PARK

C-308 CROSS SECTIONS - GROVE RUN PARK

C-309 BRIDGE SECTIONS - ROYCHESTER PARK

C-310 BRIDGE SECTIONS - GROVE RUN PARK

C-401 PROFILES

C-501 DETAILS - REINFORCED EMBANKMENT

C-502 DETAILS - CIVIL SITE

C-503 DETAILS - CIVIL SITE

C-601 PLANTING SCHEDULE

CE001 EROSION AND SEDIMENT CONTROL NOTES

CE101 EROSION AND SEDIMENT CONTROL PLAN - ROYCHESTER PARK

CE102 EROSION AND SEDIMENT CONTROL PLAN - GROVE RUN PARK

CE501 DETAILS - EROSION AND SEDIMENT CONTROL

L-101 LANDSCAPE PLAN - ROYCHESTER PARK

L-102 LANDSCAPE PLAN - GROVE RUN PARK

STRUCTURAL

S-501 PEDESTRIAN BRIDGE DETAILS

S-502 PEDESTRIAN BRIDGE DETAILS

S-503 PEDESTRIAN BRIDGE DETAILS

VICINITY MAP

SCALE IN MILES

10 5 10 20 40

LOCATION MAP

SCALE IN MILES

1/8 1/4 1/2

OF PROJECT

LOCATION

SUBMITTED:

APPROVED:

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

CHIEF, ENGINEERING 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.

UTILITY POLE W/GUY

PLAN SYMBOLS LEGEND

UTILITY POLE

LIGHT POLE

GUARD POST

SIGN POST

LIMIT OF DISTURBANCE

MARSH

TREE

CONTRACTOR ACCESS AREA

X X X

UTILITIES LINE TYPE LEGEND

CP CULVERT PIPE

STREAM CENTERLINE/SURVEY-

CONSTRUCTION BASELINE

DOG PARK FENCE

DRAIN, STORM

PROPERTY LINE

CABLE TELEVISION

WETLANDS LIMIT

NATURAL GAS LINE

DRAIN, UNDERGROUND

ELECTRIC, OVERHEAD

FIBER OPTICS, UNDERGROUND

FIBER OPTICS, AERIAL

EXISTING SANITARY SEWER

WATER

ELECTRIC, UNDERGROUND

338 CONTOUR LINE

CIVIL LINE TYPE LEGEND

COMMUNICATION, AERIAL

COMMUNICATION, UNDERGROUND

CONTRACTOR WORK LIMIT

W C

COMMUNICATION PULL BOX

COMMUNICATION VAULT POST INDICATOR VALVE

WELL

WATER METER

WATER VALVE

MONITORING WELL

FIRE HYDRANT

BOLLARD

CATCH BASIN

PHOTO CENTER

SURVEY MONUMENT

GAS MARKER

GAS METER

GAS VALVE

CLEAN OUT

SPOT ELEVATION

STORM DRAIN INLET

SLOPE LINE

AFS

UNDERGROUND STORAGE TANK

TRANSFORMER

GENERATOR

ABOVE GROUND FUEL STORAGE

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) SOUTH.

3. THE CONTRACTOR WORK LIMIT LINES SHALL BE AS SHOWN ON SHEETS C-109 TO C-112.

4. THE CONTRACTOR SHALL STAGE AND ACCESS THE SITE FROM THE LOCATIONS SHOWN ON SHEETS C-109 TO C-112.

5. THE SITE CONDITION SURVEYS ARE A RESULT OF SURVEYS CONDUCTED IN MAY OF 2017, AND CAN ONLY BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS OCCURRING AT THAT TIME. UPON CONTRACT AWARD, THE CONTRACTOR SHALL

FIELD VERIFY THE SURVEYED EXISTING CONDITIONS ON THE CONTRACT PLANS.

6. THE CONTRACTOR MUST COORDINATE WITH ALL APPROPRIATE UTILITY COMPANIES FOR MARK-OUT OF ONSITE UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL NOTIFY THE PA ONE CALL SYSTEM VIA WWW.PA1CALL.ORG OR DIALING 811, FROM 3 TO 10 BUSINESS DAYS PRIOR TO ANY CONSTRUCTION ACTIVITIES ON SITE.

7. THE EROSION AND SEDIMENT CONTROL PLAN INCLUDED IN THIS SET OF PLANS IS FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL PRODUCE HIS OWN PLAN AND ACQUIRE ALL REQUIRED PERMITS, SEE SPECIFICATIONS.

8. THE CONTRACTOR SHALL STAKE OUT WETLAND BOUNDARIES TO ENSURE WETLANDS ARE NOT DISTURBED DURING

CONSTRUCTION .

9. ALL TREES WITHIN GRADING LIMITS TO BE MARKED BY CONTRACTOR, WITH VERIFICATION OF REMOVAL BY C.O.R. PRIOR TO CLEARING. ALL TREES REMOVED SHALL BE INCORPORATED INTO CHANNELS WITHIN THE WORK AREA AS DIRECTED BY C.O.R. FOR BIDDING PURPOSES CONTRACTOR SHALL ASSUME TEN TREES OF AT LEAST 30 INCHES IN DIAMETER TO BE

REMOVED.

10. INSTALL SIGNS AND SAFETY FENCING AROUND ALL CONSTRUCTION AREAS DURING THE COURSE OF THE ENTIRE PROJECT.

SAFETY FENCING CAN BE REMOVED AFTER WORK IS COMPLETED IN A CERTAIN AREA. ALL CONSTRUCTION WORK SHOULD

BE ADEQUATELY FENCED DURING ACTIVE CONSTRUCTION.

SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

GRASS PLANTINGS

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 REFERENCE

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

MANHOLE

TEST PIT

GEOTECHNICAL SYMBOLS

REMOVAL OR DEMOLITION

SDI

CO VERTICAL CONTROL

(BENCH MARK)

HORIZONTAL

CONTROL POINT

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 PVC POLYVINYL CHLORIDE

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

WETLANDS RIPARIAN BUFFER

ENHANCEMENT

RIPARIAN BUFFER PLANTING LIMITS

FORESTED FLOODPLAIN

RESTORATION

WALKING TRAIL

SANITARY SEWER

338 EXISTING CONTOUR LINE

EXISTING FOREST LIMITS

SF SF FILTER SOCK

IN-STREAM DISTURBANCE

UPLAND SOIL DISTURBANCE

PUMPED WATER FILTER BAG

SEDIMENT TRAP

SANDBAG COFFERDAM

FLOODWAY LIMITS

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, P

L I

2B U2

A D

INV 18 RCP

336.47

DMH

336.87

CLEVELAND AVE

CORINTHIAN AVE

D A

PARKVIEW AVE

CORINTHIAN AVE

ROYCHESTER PARK

SILVER AVE

STREAM CENTERLINE

REMOVE EXISTING CONCRETE

CULVERT (OPTION 3)

INSTALL PREFABRICATED

PEDESTRIAN FOOTBRIDGE

B (OPTION 3)

INSTALL PREFABRICATED

PEDESTRIAN FOOTBRIDGE

A (OPTION 2)

REMOVE EXISTING CONCRETE

CULVERT (OPTION 2)

STREAM ENHANCEMENT AND

BANK STABILIZATION

STREAM ENHANCEMENT AND

BANK STABILIZATION

STREAM ENHANCEMENT AND

BANK STABILIZATION

RIPARIAN BUFFER

PLANTINGS (TYP.)

SHEETS C-106, AND C-110.

SHEETS C-105, AND C-109.

CONSTRUCTION ENTRANCE

(TYP.)

CONTRACTOR STAGING AREA. ACCESS MUST BE

MAINTAINED TO ALLOW FULL ACCESS TO THE

TOWNSHIP OFFICE BUILDING. COORDINATE EXTENTS

OF STAGING AREA WITH THE COR TO MAINTAIN

BUILDING ACCESS AND VISITOR PARKING.

3+ 004+

5+ 006+

007+

ABANDON EXISTING

SANITARY SEWER

LINE AND INSTALL

NEW SANITARY

SEWER LINE

(APPROX. 780 LF)

EXISTING CULVERT

SCHOOL DISTRICT PROPERTY

CONSTRUCTION

ENTRANCE

(TYP.) CONSTRUCTION

ENTRANCE

(TYP.)

SSSS

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 S

P, P

C-101

PHILADELPHIA

NORTH

PLAN

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-109 AND C-110 FOR ROYCHESTER PARK PLAN.

3. SEE SHEETS C-105 AND C-106 FOR CWL COORDINATES.

1 GENERAL PLAN - ROYCHESTER PARK

EASTON ROAD

WOODLAND ROAD

AUBREY AVENUE

NYLSOR AVENUE

ROTHLEY AVENUE

WASHINGTON AVENUE

DISCONNECT AND RE-ROUTE

TRIBUTARY DRAINAGE

SYSTEM

RECONFIGURE REINFORCED SPLIT RAIL

FENCING AND EXPAND WALKING TRAIL

FORESTED FLOODPLAIN

RESTORATION (TYP.)

FORESTED UPLAND

ENHANCEMENT

TRIBUTARY CHANNEL CREATION

SEE SHEET C-111

CONCRETE APRON TO

REMAIN AT HEADWALL

EXISTING WETLAND

BOUNDARIES (TYP)

STREAM CENTERLINE (TYP.)

SHEETS C-108 AND C-112.

SHEETS C-107 AND C-111.

CONSTRUCTION

ENTRANCE

(TYP.)

STAGING AREA

(TYP.)

EXISTING WALKING

PATH TO REMAIN

(TYP.)

1+00

3+00

X X

XXXXXX

X X

XXXX

X X

EXISTING PEDESTRIAN BRIDGE

TO REMAIN

RIPARIAN BUFFER

ENHANCEMENT (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" =4

-W

2B U2

C-

2 G

.dw g

L S

P, P

C-102

PHILADELPHIA

1 GENERAL PLAN - GROVE RUN PARK1 GENERAL PLAN - GROVE RUN PARK NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-111 AND C-112 FOR GROVE RUN PARK PLAN.

3. SEE SHEETS C-107 AND C-108 FOR CWL COORDINATES.

NORTH

PLAN

CLEVELAND AVE

SILVER AVE

3+ 004+

5+ 006+

007+

L10

L11 L12

L13 L14L15

L16 L17

L18 L19L20L21

L22

L23 L24

L25

L26L27 L28

C10

C11 C12

C13 C14C15C16

C17

C18 C19C20C21C22

C23 C24

C25

C26 C27

C28 L30 C30C31

SURVEY AND CONSTRUCTION BASELINE GEOMETRY LEGEND

NUMBER

C10

L10

C11

L11

C12

L12

C13

L13

C14

L14

C15

L15

C16

L16

C17

L17

C18

L18

C19

L19

C20

L20

C21

L21

C22

L22

C23

L23

C24

L24

C25

L25

C26

L26

C27

L27

C28

L28

C29

L29

LENGTH (FT)

20.19

20.15

17.87

34.04

46.02

6.32

43.85

17.87

6.98

14.56

42.53

14.98

37.90

57.04

167.24

14.95

30.04

23.70

70.15

38.03

64.25

80.56

31.10

8.31

100.30

35.88

START NORTHING

302373.08

302353.97

302340.21

302318.22

302294.75

302262.09

302252.87

302232.54

302222.85

302219.44

302214.34

302217.85

302217.62

302226.55

302240.35

302252.23

302255.36

302254.10

302250.70

302232.61

302224.61

302211.69

302193.01

302188.75

302195.77

302170.89

START EASTING

2707267.44

2707232.95

2707204.07

2707168.91

2707142.44

2707106.61

2707095.26

2707056.32

2707037.47

2707028.41

2707003.74

2706956.95

2706933.06

2706896.06

2706835.76

2706665.65

2706644.55

2706612.34

2706584.52

2706515.33

2706477.81

2706413.85

2706335.05

2706288.61

2706272.24

2706174.99

LINE DIRECTION (DEGREES)

S59° 39' 05.45"W

S65° 09' 59.62"W

S61° 46' 22.77"W

S48° 26' 35.94"W

S47° 41' 37.37"W

S46° 18' 36.11"W

S62° 26' 02.18"W

S62° 16' 09.33"W

S68° 41' 04.30"W

S73° 53' 46.03"W

N85° 18' 28.54"W

S86° 11' 47.00"W

N76° 25' 47.88"W

N76° 44' 41.84"W

N86° 03' 57.92"W

N79° 43' 05.47"W

S87° 54' 25.79"W

S83° 41' 08.16"W

S75° 19' 22.40"W

S77° 57' 04.04"W

S78° 35' 48.66"W

S76° 40' 09.81"W

S75° 51' 07.00"W

N52° 40' 21.22"W

S75° 38' 50.62"W

S76° 03' 01.61"W

END NORTHING

302362.88

302345.50

302331.76

302295.64

302263.77

302257.73

302232.58

302224.23

302220.31

302215.40

302217.82

302216.86

302226.51

302239.63

302251.82

302254.90

302254.26

302251.49

302232.93

302224.68

302211.90

302193.12

302185.41

302193.79

302170.91

302162.24

END EASTING

2707250.01

2707214.66

2707188.32

2707143.44

2707108.41

2707102.04

2707056.39

2707040.50

2707030.97

2707014.42

2706961.35

2706942.01

2706896.22

2706840.54

2706668.92

2706650.94

2706614.53

2706588.79

2706516.66

2706478.14

2706414.83

2706335.46

2706304.89

2706282.00

2706175.06

2706140.17

DELTA ANGLE (DEGREES)

5.52

3.39

13.33

0.75

1.38

16.12

0.16

6.42

5.21

20.80

8.50

17.37

0.31

9.32

6.35

12.37

4.22

8.36

2.63

0.65

1.93

0.82

51.48

51.68

0.40

TANGENT (FT)

9.63

5.92

11.91

0.67

1.23

4.21

0.04

1.67

1.35

5.46

2.21

4.54

0.08

2.42

1.65

3.22

1.10

2.17

0.68

0.17

0.50

0.21

9.23

5.54

0.04

RADIUS (FT)

200.00

101.95

29.73

19.14

11.43

CURVE LENGTH (FT)

19.25

11.85

23.72

1.33

2.46

8.37

0.09

3.33

2.70

10.79

4.41

9.02

0.16

4.84

3.29

6.42

2.19

4.34

1.36

0.34

1.00

0.42

17.20

10.31

0.08

PC STATION

0+20.19

0+59.60

0+89.31

1+47.08

1+94.43

2+03.21

2+55.42

2+73.38

2+83.69

3+00.95

3+54.27

3+73.66

4+20.57

4+77.78

6+49.85

6+68.10

7+04.56

7+30.45

8+04.94

8+44.33

9+08.92

9+90.48

10+22.01

10+47.51

11+58.12

PI STATION

0+29.83

0+65.52

1+01.23

1+47.74

1+95.66

2+07.42

2+55.47

2+75.05

2+85.04

3+06.41

3+56.48

3+78.20

4+20.65

4+80.20

6+51.50

6+71.32

7+05.65

7+32.62

8+05.62

8+44.50

9+09.42

9+90.69

10+31.23

10+53.05

11+58.16

PT STATION

0+39.45

0+71.44

1+13.03

1+48.41

1+96.89

2+11.58

2+55.51

2+76.71

2+86.39

3+11.74

3+58.68

3+82.67

4+20.73

4+82.61

6+53.14

6+74.52

7+06.75

7+34.79

8+06.30

8+44.67

9+09.92

9+90.91

10+39.20

10+57.82

11+58.20

PI NORTHING

302358.01

302343.01

302326.13

302295.20

302262.94

302254.82

302232.56

302223.45

302219.82

302213.89

302218.00

302216.55

302226.53

302240.18

302251.94

302255.48

302254.22

302251.25

302232.76

302224.64

302211.81

302193.07

302183.16

302197.15

302170.90

PI EASTING

2707241.70

2707209.29

2707177.82

2707142.94

2707107.50

2707098.99

2707056.35

2707039.02

2707029.71

2707009.18

2706959.15

2706937.47

2706896.14

2706838.18

2706667.28

2706647.77

2706613.43

2706586.63

2706516.00

2706477.98

2706414.34

2706335.26

2706295.95

2706277.60

2706175.03

SURVEY AND CONSTRUCTION BASELINE GEOMETRY LEGEND

NUMBER

L30

LENGTH (FT)

29.70

START NORTHING

302190.84

START EASTING

2706312.31

LINE DIRECTION

N79° 30' 54.51"W

END NORTHING

302196.24

END EASTING

2706283.10

SURVEY AND CONSTRUCTION BASELINE GEOMETRY LEGEND

NUMBER

C31

C30

DELTA ANGLE (DEGREES)

28.64

18.26

TANGENT (FT)

5.61

7.05

RADIUS (FT)

21.99

43.86

CURVE LENGTH (FT)

10.99

13.98

PC STATION

0+43.68

0+00.00

PI STATION

0+49.30

0+07.05

PT STATION

0+54.68

0+13.98

PI NORTHING

302197.40

302189.70

PI EASTING

2706277.61

2706319.27

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-

3 C

- R

.dw g

L G

- R

P, P

C-103

PHILADELPHIA

1 ROYCHESTER PARK CHANNEL CENTERLINE1 ROYCHESTER PARK CHANNEL CENTERLINE

ON ROAD

AUBREY AVENUE

NYLSOR AVENUE

1+00

3+00

5+ 006+

007+ 007+

L41

L44

L45

L46L47L48L49

L50 L51

C47

C50C51C52

C53

C54 C55

C56

C57 C58

C59C60 C61C62C63

C64

TRIBUTARY

CENTERLINE

MAIN CHANNEL

CENTERLINE

SURVEY AND CONSTRUCTION BASELINE GEOMETRY LEGEND - MAIN CHANNEL

NUMBER

LENGTH (FT)

287.14

297.82

206.05

START NORTHING

300918.05

300603.34

300509.00

START EASTING

2702341.56

2701696.00

2701411.16

LINE DIRECTION (DEGREES)

S67° 09' 23.32"W

S71° 40' 24.52"W

S72° 18' 46.19"W

END NORTHING

300806.58

300509.69

300446.40

END EASTING

2702076.94

2701413.28

2701214.85

DELTA ANGLE (DEGREES)

13.16

7.55

8.01

0.64

TANGENT (FT)

107.43

64.22

45.41

1.12

RADIUS (FT)

931.67

973.02

649.05

200.00

CURVE LENGTH (FT)

213.92

128.25

90.68

2.23

PC STATION

2+87.14

5+01.06

6+29.32

10+17.82

PI STATION

3+94.57

5+65.28

6+74.73

10+18.94

PT STATION

5+01.06

6+29.32

7+20.00

10+20.05

PI NORTHING

300767.00

300669.02

300618.54

300509.34

PI EASTING

2701977.06

2701836.12

2701738.80

2701412.22

SURVEY AND CONSTRUCTION BASELINE GEOMETRY LEGEND - TRIBUTARY

NUMBER

C47

L40

C48

C49

L41

C50

C51

C52

L42

L43

C53

L44

L45

C54

C55

C56

C57

L46

C58

L47

C59

L48

C60

C61

L49

C62

C63

C64

L50

L51

LENGTH (FT)

16.86

30.74

38.25

21.95

21.62

33.96

15.05

16.97

11.90

20.14

19.96

35.23

START NORTHING

300808.96

300725.92

300681.93

300647.55

300625.78

300613.56

300562.38

300559.35

300566.56

300573.01

300584.76

300590.51

START EASTING

2702305.75

2702268.67

2702151.73

2702134.96

2702120.91

2702103.07

2701974.49

2701939.69

2701901.91

2701845.06

2701763.66

2701744.54

LINE DIRECTION (DEGREES)

S37° 17' 01.57"W

S58° 58' 47.98"W

S26° 00' 18.59"W

S30° 56' 41.85"W

S55° 34' 35.60"W

S69° 17' 16.14"W

S78° 03' 39.26"W

N72° 54' 02.54"W

S80° 38' 03.78"W

S81° 38' 40.52"W

N73° 16' 35.76"W

N77° 10' 24.42"W

END NORTHING

300795.54

300710.08

300647.55

300628.72

300613.56

300601.55

300559.27

300564.34

300564.62

300570.08

300590.51

300598.33

END EASTING

2702295.53

2702242.33

2702134.96

2702123.67

2702103.07

2702071.31

2701959.77

2701923.47

2701890.18

2701825.13

2701744.54

2701710.19

DELTA ANGLE (DEGREES)

47.09

36.43

52.11

25.66

19.27

74.31

24.18

12.55

13.58

13.15

17.65

25.81

32.05

44.78

38.75

6.38

38.25

23.40

TANGENT (FT)

24.77

29.62

10.29

13.34

11.60

30.31

2.06

3.07

10.36

29.55

9.71

10.30

11.27

8.76

15.74

10.67

10.98

11.65

RADIUS (FT)

56.84

90.02

21.04

58.56

68.35

40.00

9.62

27.91

87.01

256.39

62.55

44.95

39.25

21.26

44.76

191.40

31.67

56.26

CURVE LENGTH (FT)

46.71

57.23

19.14

26.22

22.98

51.88

4.06

6.11

20.62

58.83

19.27

20.25

21.96

16.61

30.27

21.32

21.14

22.97

PC STATION

0+00.00

0+63.58

1+20.81

1+70.69

1+96.91

2+19.90

3+31.98

3+91.62

3+97.74

4+18.35

4+77.19

5+11.50

5+48.72

5+82.57

5+99.19

6+49.60

6+70.92

6+92.06

PI STATION

0+24.77

0+93.20

1+31.10

1+84.03

2+08.52

2+50.21

3+34.04

3+94.69

4+08.09

4+47.90

4+86.90

5+21.80

5+59.99

5+91.33

6+14.93

6+60.27

6+81.90

7+03.71

PT STATION

0+46.71

1+20.81

1+39.95

1+96.91

2+19.90

2+71.78

3+36.04

3+97.74

4+18.35

4+77.19

4+96.45

5+31.75

5+70.68

5+99.19

6+29.46

6+70.92

6+92.06

7+15.04

PI NORTHING

300827.55

300771.97

300732.06

300703.18

300700.89

300709.17

300626.96

300600.27

300593.31

300582.52

300563.92

300557.01

300568.55

300562.95

300575.55

300568.76

300567.96

300581.59

PI EASTING

2702322.10

2702277.59

2702276.93

2702230.92

2702206.09

2702165.02

2702122.60

2702068.52

2702057.06

2702018.65

2701984.08

2701949.72

2701913.01

2701881.58

2701860.59

2701814.54

2701792.91

2701774.87

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-

4 C

- G

dw g

L G

- G

P, P

C-104

PHILADELPHIA

1 GROVE RUN PARK CHANNEL CENTERLINE1 GROVE RUN PARK CHANNEL CENTERLINE

336.47

CDD

335.02

CDD

334.82

CLEVELAND AVE

D A

CORINTHIAN AVE

ROYCHESTER PARK

REMOVE EXISTING

CONCRETE CULVERT

(SEE SECTION 5/C-301)

(OPTION 2)

CONTRACTOR STAGING AREA. ACCESS MUST BE MAINTAINED TO

ALLOW FULL ACCESS TO THE TOWNSHIP OFFICE BUILDING.

COORDINATE EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR PARKING.

N 302379 E 2706848

N 302272 E 2707028

N 302433 E 2707262

N 302471 E 2707231

N 302521 E 2707291

N 302471 E 2707360

N 302391 E 2707280

N 302347 E 2707300

N 302296 E 2707205

N 302238 E 2707145

N 302119 E 2707184

N 302109 E 2707160

N 302220 E 2707122

N 302182 E 2707058

N 302173 E 2706989

N 302179 E 2706895

EXISTING MANHOLE #340

TO REMAIN

EX. INV IN= 316.96

EX. INV OUT= 316.92

TIE EXISTING SANITARY LINE

INTO NEW MANHOLE (DOGHOUSE)

(SEE DETAIL 3/C-502)

N 302429 E 2706884

ABANDON EXISTING 10"

SANITARY SEWER

337 33

337338339

633633

CONSTRUCTION ENTRANCE

(TYP.)

TP-2

CONSTRUCTION

ENTRANCE

EXISTING STORMWATER

POND IMPROVEMENTS

EXISTING SANITARY

SEWER LINE TO REMAIN

EXISTING PARKING LOT

EXISTING BUILDING

EXISTING SANITARY

SEWER LINE TO REMAIN

REMOVE EXISTING

MH # 339

EX. INV. IN=316.25

EX. INV. OUT= 316.21

EXISTING STORM PIPE

EXISTING STORM MH

EXISTING STORM INLET (TYP.)

EXISTING

HEADWALL

3+ 004+

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 E

XIS

TIN

ITI

S -

.dw g

LIT

- R

P, P

C-105

PHILADELPHIA

NORTH

PLAN

1 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK1 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-109 AND C-110 FOR ROYCHESTER PARK PLAN.

3. SEE SHEET C-103 FOR CHANNEL GEOMETRY.

4. SEE SHEET C-401 FOR SANITARY SEWER PROFILES.

CJB

328.57

319.10

REMOVE EXISTING CONCRETE CULVERT

(SEE SECTION 5/C-301) (OPTION 3)

CONTRACTOR STAGING AREA. ACCESS MUST BE

MAINTAINED TO ALLOW FULL ACCESS TO THE

TOWNSHIP OFFICE BUILDING. COORDINATE

EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR

PARKING.

N 302301 E 2706629

N 302363 E 2706658

N 302411 E 2706626

N 302499 E 2706636

N 302506 E 2706761

N 302470 E 2706719

N 302468 E 2706673

N 302442 E 2706657

N 302346 E 2706772

N 302281 E 2706791

N 302205 E 2706825

N 302231 E 2706814

N 302241 E 2706604

N 302196 E 2706392

N 302158 E 2706368

N 302151 E 2706329

N 302176 E 2706253

N 302220 E 2706230

EXISTING MANHOLE #233

TO REMAIN

CONSTRUCTION

ENTRANCE (TYP.)

ABANDON EXISTING 10"

SANITARY SEWER

9 32

1 32 2 32

TP-1

REMOVE EXISTING

MH # 338

EX. INV IN = 315.21

EX. INV OUT= 315.17

EXISTING

HEADWALL

EXISTING CULVERT

EXISTING STORM PIPE

EXISTING GROWING

GREEN IMPROVEMENTS

EXISTING GROWING

GREEN IMPROVEMENTS

6+ 007+

N 302237 E 2706311

N 302255 E 2706330

N 302295 E 2706518

N 302289 E 2706565

CUT AND CAP EXISTING 10" SANITARY SEWER TO

BE ABANDONED ONCE NEW SANITARY SEWER IS

INSTALLED.

EXISTING 16" DRAIN PIPE

SAWCUT AND REMOVE EXISTING

CONCRETE AT THE END OF SILVER AVE.

10+00 BEGIN REACH D

DISASSEMBLE THE SPLIT RAIL FENCE AS

NEEDED FOR ACCESS. RE-ASSEMBLE WHEN

WORK IS COMPLETE.

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

IST

ING

ITIO

& D

ITIO

N -

.dw g

LIT

- R

P, P

C-106

PHILADELPHIA

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

1 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK1 EXISTING CONDITIONS & DEMOLITION - ROYCHESTER PARK

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-109 AND C-110 FOR ROYCHESTER PARK PLAN.

3. SEE SHEET C-103 FOR CHANNEL GEOMETRY.

4. SEE SHEET C-401 FOR SANITARY SEWER PROFILES.

AUBREY AVENUE

NYLSOR AVENUE

ROBINSON AVENUE

EXISTING PEDESTRIAN BRIDGE

TO REMAIN

EXISTING CONCRETE APRON TO

REMAIN FROM STA. 0+00 TO 0+60

AS SCOUR PROTECTION

N 300421 E 2702239

N 300456 E 2702309

N 300507 E 2702313

N 300972 E 2702343

N 300882 E 2701923

N 300753 E 2701826

REMOVE EXISTING GABIONS AND

CONCRETE CHANNEL LINING

(SEE NOTE 4)

EXISTING PEDESTRIAN TRAIL TO

REMAIN

REMOVE EXISTING CONCRETE IN

MAIN CHANNEL FROM STA. 0+60

TO STA. 3+88

CONSTRUCTION

ENTRANCE (TYP.)

255255

255256257

2 25

TP-5

EXISTING

STORMWATER

CHANNEL (TYP.)

BEGIN REMOVAL OF

GABION BASKETS AND

CONCRETE CHANNEL

LINING, STA. 0+25

END REMOVAL OF CONCRETE

CHANNEL LINING, STA. 3+88

REMOVE EXISTING GABIONS

(SEE NOTE 4)

EXISTING CULVERT TO REMAIN

C-303

HISTORIC

TRIBUTARY

REMNANT

N 300738 E 2701819

CONSTRUCTION

ENTRANCE (TYP.)

CONSTRUCTION

ENTRANCE (TYP.)

IF CONSTRUCTION ENTRANCE IS USED AT NYLSOR

AVE. CONTRACTOR SHALL REPLACE ASPHALT

WALKING PATH FROM THE ROAD TO THE EXISTING

BRIDGE.

EXISTING WETLAND

BOUNDARIES (TYP.)

EXISTING WETLAND

BOUNDARIES (TYP.)

APPROX. LOCATION OF

EXISTING MANHOLE

REMOVE EXISTING CONCRETE

PAD IN TRIBUTARY

APPROX. LOCATION OF

EXISTING 12" PLASTIC

STORM PIPE

REMOVE EXISTING CONCRETE

PAD IN TRIBUTARY

CONTRACTOR STAGING AREA.

COORDINATE EXTENTS OF

STAGING AREA WITH THE COR.

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

IST

ING

ITIO

& D

ITIO

N -

E R

.dw g

LIT

- G

P, P

C-107

PHILADELPHIA

NORTH

PLAN

1 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK1 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-111 AND C-112 FOR GROVE RUN PARK PLAN.

3. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

4. SEE SHEETS C-302 AND C-303 FOR TYPICAL SECTIONS.

5. REMOVE EXISTING GABION BASKETS; STOCKPILE AND REUSE GABION STONE TO CONSTRUCT

ALTERNATING INNER BERMS. SEE TYPICAL SECTION 2/C-302.

6. THE CONTRACTOR SHALL STAKE OUT WETLAND BOUNDARIES TO ENSURE WETLANDS ARE NOT

DISTURBED DURING CONSTRUCTION .

X X

CONTRACTOR STAGING AREA. ACCESS MUST BE MAINTAINED

TO ALLOW FULL ACCESS TO THE TOWNSHIP OFFICE BUILDING.

COORDINATE EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR PARKING.

N 300641 E 2701216

N 300480 E 2701107

N 300811 E 2701745

N 300747 E 2701595

N 300663 E 2701493

N 300681 E 2701462

REMOVE EXISTING GABIONS AND REUSE

STONE FOR NEW ALTERNATING BUMP

OUTS IN THE MAIN CHANNEL (TYP.)

(SEE NOTE 4)

N 300693 E 2701330

N 300658 E 2701382

N 300638 E 2701380

N 300611 E 2701400

N 300583 E 2701392

N 300590 E 2701385

N 300646 E 2701293

N 300570 E 2701382

CONSTRUCTION

ENTRANCE (TYP.)

X X

XXXXX

XXXXXXXXX

X X

REMOVE APPROX. 760 LF OF

EXISTING FENCE, EXISTING GATE

TO BE RE-USED

TP-3

TP-4

END REMOVAL OF GABIONS,

STA. 10+48

C-303

N 300793 E 2701764

N 300733 E 2701272

N 300723 E 2701265

N 300685 E 2701322

EXISTING WETLAND

BOUNDARIES (TYP.)

N 300563 E 2701378

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

IST

ING

ITIO

& D

ITIO

N -

E R

.dw g

LIT

- G

P, P

C-108

PHILADELPHIA

NORTH

PLAN

1 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK1 EXISTING CONDITIONS & DEMOLITION - GROVE RUN PARK

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEETS C-111 AND C-112 FOR GROVE RUN PARK PLAN.

3. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

4. SEE SHEETS C-302 AND C-303 FOR TYPICAL SECTIONS.

5. REMOVE EXISTING GABION BASKETS; STOCKPILE AND REUSE GABION STONE TO

CONSTRUCT ALTERNATING INNER BERMS. SEE TYPICAL SECTION 2/C-302.

6. THE CONTRACTOR SHALL STAKE OUT WETLAND BOUNDARIES TO ENSURE

WETLANDS ARE NOT DISTURBED DURING CONSTRUCTION .

336.47

CDD

335.02

CDD

334.82

CLEVELAND AVE

D A

CORINTHIAN AVE

ROYCHESTER PARK

OPTION 2: PREFABRICATED

PEDESTRIAN FOOTBRIDGE A.

(SEE SHEETS S-501 TO S-503)

R-7 RIPRAP AROUND

EXISTING HEADWALL

(SEE DETAIL 2/C-502)

CONTRACTOR STAGING AREA. ACCESS MUST BE MAINTAINED TO

ALLOW FULL ACCESS TO THE TOWNSHIP OFFICE BUILDING.

COORDINATE EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR PARKING.

N 302379 E 2706848

N 302272 E 2707028

N 302433 E 2707262

N 302471 E 2707231

N 302521 E 2707291

N 302471 E 2707360

N 302391 E 2707280

N 302347 E 2707300

N 302296 E 2707205

N 302238 E 2707145

N 302119 E 2707184

N 302109 E 2707160

N 302220 E 2707122

N 302182 E 2707058

N 302173 E 2706989

N 302179 E 2706895

10" PVC

10" EXISTING VCP

EXISTING MANHOLE #340

TO REMAIN

EX. INV IN= 316.96

EX. INV OUT= 316.92

TIE EXISTING SANITARY LINE

INTO NEW MANHOLE (DOGHOUSE)

(SEE DETAIL 3/C-502)

333 334 336 337

331332

5 333

329 331332333334

326327328

N 302429 E 2706884

R-5 RIPRAP

337 33

337338339

633633

336.05'

CONSTRUCTION ENTRANCE

(TYP.)

LARGE WOODY DEBRIS

INSTALLED FLUSH WITH

EXISTING GRADE. FIELD

LOCATED BY C.O.R. (TYP.)

(SEE DETAIL 5/C-502)

GRADING TO TRANSITION AROUND

LARGE TREE(S) AT RIVER RIGHT BANK,

AS LOCATED IN FIELD BY C.O.R.

(SEE DETAIL 7/C-502)

LARGE WOODY DEBRIS INSTALLED FLUSH WITH EXISTING

GRADE BOTH UPSTREAM AND DOWNSTREAM OF

PEDESTRIAN BRIDGE. TRANSITION BETWEEN UPSTREAM

AND DOWNSTREAM SHALL BE R5 RIPRAP, 24" THICKNESS

(MIN.), CHOKED WITH NATIVE STREAMBED SUBSTRATE

CONSTRUCTION

ENTRANCE

EXISTING STORMWATER

POND IMPROVEMENTS

EXISTING SANITARY

SEWER LINE TO REMAIN

EXISTING PARKING LOT

EXISTING BUILDING

EXISTING SANITARY

SEWER LINE TO REMAIN

EXISTING STORM PIPE

EXISTING STORM MH

EXISTING STORM INLET (TYP.)

EXISTING

HEADWALL

STA. 0+00 BEGIN STREAMBANK

RESTORATION

C-301

SAN. MH2

NORTHING: 302211

EASTING:2706859

SAN. MH 3

NORTHING: 302254

EASTING:2706867

SAN. MH1

NORTHING: 302191

EASTING:2707002

N 302243 E 2707035

N 302247 E 2707043

N 302207 E 2707054

N 302211 E 2707062

C-309

3+ 004+

ENCASE 25' OF NEW

SANITARY SEWER UNDER

STREAM (SEE DETAIL

6/C-502)

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-

9 S

dw g

- R

P, P

C-109

PHILADELPHIA

NORTH

PLAN

1 SITE PLAN - ROYCHESTER PARK1 SITE PLAN - ROYCHESTER PARK

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-304 AND C-305 FOR CROSS SECTIONS.

5. SEE SHEET C-401 FOR PROFILES.

6. LARGER STONES FOUND IN THE STREAM SHALL BE PLACED UNDER THE SLOPE CONSTRUCTION IF

POSSIBLE OR STOCKPILED FOR REMOVAL FROM THE SITE.

7. PROVIDE TEMPORARY 6-FOOT CHAIN LINK FENCE WITH FEET/SANDBAGS TO INSTALL ON-SITE

WHERE NECESSARY TO KEEP PROJECT WORK AREAS INACCESSIBLE TO THE PUBLIC DURING WORK

AND NON-WORK HOURS. THE FENCE CAN BE MOVED/RELOCATED AS NEEDED.

8. THE PREFABRICATED PEDESTRIAN FOOTBRIDGE A REPLACEMENT IS INCLUDED AS OPTION 2.

ROYCHESTER PARK REACHES

REACH STATION BEGIN STATION END

A 0+00 2+94 B 2+94 4+80 C 6+50 9+88 D 9+88 10+58

CJB

328.57

319.10

CONTRACTOR STAGING AREA. ACCESS MUST BE

MAINTAINED TO ALLOW FULL ACCESS TO THE

TOWNSHIP OFFICE BUILDING. COORDINATE

EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR

PARKING.

N 302301 E 2706629

N 302363 E 2706658

N 302411 E 2706626

N 302499 E 2706636

N 302506 E 2706761

N 302470 E 2706719

N 302468 E 2706673

N 302442 E 2706657

N 302346 E 2706772

N 302281 E 2706791

N 302205 E 2706825

N 302231 E 2706814

N 302241 E 2706604

N 302196 E 2706392

N 302158 E 2706368

N 302151 E 2706329

N 302176 E 2706253

N 302220 E 2706230

10" PVC

8" E

V C

EXISTING MANHOLE #233

TO REMAIN

TIE EXISTING 8" VCP

INTO NEW MANHOLE

(DOGHOUSE)

(SEE DETAIL 3/C-502)

321322323324

314314

CONSTRUCTION

ENTRANCE (TYP.)

9 32

1 32 2 32

321.3'

GRADING TO TRANSITION AROUND LARGE TREE(S)

AT RIVER RIGHT BANK, AS LOCATED IN FIELD BY

C.O.R. (SEE DETAIL 7/C-502) DEBRIS IN CHANNEL TO

BE REMOVED.

LARGE WOODY DEBRIS INSTALLED FLUSH WITH EXISTING

GRADE BOTH UPSTREAM AND DOWNSTREAM OF

PEDESTRIAN BRIDGE (SEE DETAIL 5/C-502)

EXISTING

HEADWALL

EXISTING CULVERT

EXISTING STORM PIPE

EXISTING GROWING

GREEN IMPROVEMENTS

EXISTING GROWING

GREEN IMPROVEMENTS

C-301

TRANSITION FROM CULVERT TO EXISTING STREAM

INVERT TO BE R-7 RIPRAP, 4' THICKNESS (MIN.)

CHOKED WITH NATIVE STREAM SUBSTRATE.

C-301

SAN. MH 4

NORTHING: 302285

EASTING:2706614

N 302220 E 2706337N 302217

E 2706328

N 302180 E 2706347

N 302177 E 2706339

CONTRACTOR SHALL RETURN TO EXISTING GRADE ANY

GROUND DISTURBED ON THE EXISTING BERMS DURING THE

CONSTRUCTION OF THE SANITARY SEWER

C-309

R-5 RIPRAP

R-5 RIPRAP USED TO STABILIZE EXISTING GULLY

EROSION, CHOKED WITH NATIVE SUBSTRATE TO

PROVIDE PEDESTRIAN ACCESS.

R-5

RIPRAP

6+ 007+

OPTION 3: PREFABRICATED

PEDESTRIAN FOOTBRIDGE B.

(SEE SHEETS S-501 TO S-503)

ALL EXISTING CONCRETE ENCASEMENT AND SANITARY

SEWER WITHIN STREAM LIMITS TO BE REMOVED AND

REPLACED WITH R5 RIPRAP, 24" THICKNESS (MIN.) ,

CHOKED WITH NATIVE STREAM SUBSTRATE (TYP.)

(SEE DETAIL 6/C-502)

GRADING TO TRANSITION AROUND LARGE TREE(S)

AT RIVER RIGHT BANK AS LOCATED IN FIELD BY

C.O.R. (SEE DETAIL 7/C-502).

N 302237 E 2706311

N 302255 E 2706330

N 302295 E 2706518

N 302289 E 2706565

EXISTING 16" DRAIN PIPE

10+00 BEGIN REACH D

DISASSEMBLE THE SPLIT RAIL FENCE AS

NEEDED FOR ACCESS. RE-ASSEMBLE WHEN

WORK IS COMPLETE.

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-

0 S

dw g

- R

P, P

C-110

PHILADELPHIA

NORTH

PLAN

1 SITE PLAN - ROYCHESTER PARK1 SITE PLAN - ROYCHESTER PARK

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

3. SEE SHEET C-301 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-304 AND C-305 FOR CROSS SECTIONS.

5. SEE SHEET C-401 FOR PROFILES.

6. LARGER STONES FOUND IN THE STREAM SHALL BE PLACED UNDER THE SLOPE CONSTRUCTION IF

POSSIBLE OR STOCKPILED FOR REMOVAL FROM THE SITE.

7. VEHICLES ARE NOT PERMITTED TO CROSS THE EXISTING UNDERGROUND CULVERT FROM

APPROXIMATELY STATION 4+75 TO 6+50. ANY DAMAGE TO THE CULVERT AS A RESULT OF

CONSTRUCTION ACTIVITIES WILL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO COST TO THE

GOVERNMENT.

8. THE PREFABRICATED PEDESTRIAN FOOTBRIDGE REPLACEMENT IS INCLUDED AS OPTION 3.

ROYCHESTER PARK REACHES

REACH STATION BEGIN STATION END

A 0+00 2+94 B 2+94 4+80 C 6+50 9+88 D 9+88 10+58

AUBREY AVENUE

NYLSOR AVENUE

ROBINSON AVENUE

1+00

3+00

N 300421 E 2702239

N 300456 E 2702309

N 300507 E 2702313

N 300972 E 2702343

N 300882 E 2701923

N 300753 E 2701826

ALTERNATING INNER BERMS (TYP.)

(SEE C-303 AND C-501 FOR DETAILS)

RIPRAP CHANNEL BLOCK,

10' LONG TOP, 2:1 SIDE

SLOPES, TOP ELEV=254.5'

(SEE DETAIL 1/C-503)

255254

250 251 252

251252253254

R-5 RIPRAP WITH RE-USED ROCK FROM

EXISTING GABIONS TO LINE CHANNEL FROM

STA. 0+60 TO 3+67

INSTALL ONE 6" PVC

PIPE, APPROX. 24 LF

CONSTRUCTION

ENTRANCE (TYP.)

LARGE WOODY DEBRIS EMBEDDED

TOP ELEV= 255'

(SEE DETAIL 5/C-502)

255255

255256257

2 25

ALTERNATING INNER BERMS TO BE

ADJUSTED IN FIELD TO PROVIDE

NATURALIZED APPEARANCE.

APPROXIMATE DIMENSIONS SHOWN

FOR SCALE AND QUANTITIES (TYP.)

(SEE 2/C-302)

LARGE WOODY DEBRIS INSTALLED

FLUSH WITH GRADE, FIELD

LOCATED BY C.O.R. (TYP.)

(SEE DETAIL 5/C-502)

EXISTING

STORMWATER

CHANNEL (TYP.)

C-302

C-303

HISTORIC TRIBUTARY

CENTERLINE

(SEE SHEET C-104 FOR

CHANNEL GEOMETRY)

HISTORIC

TRIBUTARY

REMNANT

C-302

N 300738 E 2701819

BEGIN TRIBUTARY

CHANNEL GRADING

STA. 0+17.75

INV. ELEV.= 254.5'

END TRIBUTARY

CHANNEL GRADING

STA. 4+25

INV. ELEV.= 254.0'

R-7 RIPRAP, 4' THICKNESS FROM

STA. 3+67 TO 4+50

R-7 RIPRAP

CONSTRUCTION

ENTRANCE (TYP.)

CONSTRUCTION

ENTRANCE (TYP.)

EXISTING WETLAND

BOUNDARIES (TYP.)

EXISTING WETLAND

BOUNDARIES (TYP.)

APPROX. LOCATION OF

EXISTING 12" PLASTIC

STORM PIPEAPPROX. LOCATION OF EXISTING

RESIDENTIAL HOMES. PROVIDE

VIBRATION MONITORING TO ENSURE

PROTECTION OF NEARBY

RESIDENTIAL HOMES DURING

DUMPING/STOCKPILING OF STONE.

SEE SPECIFICATIONS FOR

VIBRATION MONITORING

REQUIREMENTS.

CONTRACTOR STAGING AREA.

COORDINATE EXTENTS OF

STAGING AREA WITH THE COR.

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 S

.dw g

- G

P, P

C-111

PHILADELPHIA

1 SITE PLAN - GROVE RUN PARK1 SITE PLAN - GROVE RUN PARK

NORTH

PLAN

C H

E M

N E

R E:

C -1

-1

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

3. SEE SHEETS C-302 AND C-303 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-306 , C-307 AND C-308 FOR CROSS SECTIONS.

5. SEE SHEET C-401 FOR PROFILES.

6. MEANDERING STREAM SHALL BE LINED WITH EROSION CONTROL BLANKET. EROSION CONTROL BLANKET SHALL BE ABLE TO

WITHSTAND 10 FPS WATER VELOCITIES AND 4.46 PSF SHEAR STRESS.

7. CONTRACTOR SHALL NOT DISTURB EXISTING WETLANDS.

8. LARGER STONES FOUND IN THE STREAM SHALL BE PLACED UNDER THE SLOPE CONSTRUCTION IF POSSIBLE OR STOCKPILED FOR

REMOVAL FROM THE SITE.

9. PROVIDE TEMPORARY 6-FOOT CHAIN LINK FENCE WITH FEET/SANDBAGS TO INSTALL ON-SITE WHERE NECESSARY TO KEEP PROJECT

WORK AREAS INACCESSIBLE TO THE PUBLIC DURING WORK AND NON-WORK HOURS. THE FENCE CAN BE MOVED/RELOCATED AS

NEEDED.

X X

XXXXXXXXXXXX

CONTRACTOR STAGING AREA. ACCESS MUST BE MAINTAINED

TO ALLOW FULL ACCESS TO THE TOWNSHIP OFFICE BUILDING.

COORDINATE EXTENTS OF STAGING AREA WITH THE COR TO

MAINTAIN BUILDING ACCESS AND VISITOR PARKING.

N 300641 E 2701216

N 300480 E 2701107

N 300811 E 2701745

N 300747 E 2701595

N 300663 E 2701493

N 300681 E 2701462

ALTERNATING BUMP OUTS (TYP.)

(SEE C-302 AND C-501) FOR

DETAILS)

250 251

51252

248249

250248249

247248249

N 300693 E 2701330

N 300658 E 2701382

N 300638 E 2701380

N 300611 E 2701400

N 300583 E 2701392

N 300590 E 2701385

N 300646 E 2701293

N 300570 E 2701382

CONSTRUCTION

ENTRANCE (TYP.)

X X

INSTALL APPROX. 510 LF OF

REINFORCED SPLIT RAIL FENCE

HISTORIC TRIBUTARY

CENTERLINE

(SEE SHEET C-104 FOR

CHANNEL GEOMETRY)

N 300793 E 2701764

N 300687 E 2701727

N 300650 E 2701636

N 300611 E 2701517

END WORK STA. 10+48

N 300733 E 2701272

N 300723 E 2701265

N 300685 E 2701322

EXISTING WETLAND

BOUNDARIES (TYP.)

N 300563 E 2701378

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 S

.dw g

- G

P, P

C-112

PHILADELPHIA

C H

E M

N E

R E:

C -1

-1

NORTH

PLAN

1 SITE PLAN - GROVE RUN PARK1 SITE PLAN - GROVE RUN PARK

NOTES:

1. SEE SHEET C-001 FOR GENERAL INFORMATION.

2. SEE SHEET C-104 FOR CHANNEL GEOMETRY.

3. SEE SHEETS C-302 AND C-303 FOR TYPICAL SECTIONS.

4. SEE SHEETS C-306 , C-307 AND C-308 FOR CROSS SECTIONS.

5. SEE SHEET C-401 FOR PROFILES.

6. CONTRACTOR SHALL NOT DISTURB EXISTING WETLANDS.

6. LARGER STONES FOUND IN THE STREAM SHALL BE PLACED UNDER THE SLOPE CONSTRUCTION

IF POSSIBLE OR STOCKPILED FOR REMOVAL FROM THE SITE.

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS

FLOODPLAIN BENCH

REINFORCED EARTH BANK (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS

FLOODPLAIN BENCH

REINFORCED EARTH BANK (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS

FLOODPLAIN BENCH

REINFORCED EARTH BANK (TYP.)

(SEE SHEET C-501)

2 1

2' (T

R5 RIPRAP TOE (TYP.)

2-3' (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

EXISTING CULVERT (TYP.)

REMOVE AND DISPOSE OF

EXISTING CONCRETE CULVERT (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS

FLOODPLAIN BENCH

REINFORCED EARTH BANK (TYP.)

2.5

BACKFILL AND TIE INTO

EXISTING GRADE ADJACENT

TO SCHOOL PROPERTY

ROYCHESTER RE-ALIGNED STREAM

25'

EXISTING GRADE

EXISTING HEADWALL

EXISTING CULVERT

R7 RIPRAP

4' THICKNESS

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-

1 T

- R

.dw g

L S

- R

P, P

C-301

PHILADELPHIA

NTS2 TYPICAL SECTION - ROYCHESTER PARK - REACH B (STA. 2+91 TO STA. 4+80)2 TYPICAL SECTION - ROYCHESTER PARK - REACH B (STA. 2+91 TO STA. 4+80)

NTS3 TYPICAL SECTION - ROYCHESTER PARK- REACH C (STA. 6+51 TO STA. 9+97)3 TYPICAL SECTION - ROYCHESTER PARK- REACH C (STA. 6+51 TO STA. 9+97)

NTS1 TYPICAL SECTION - ROYCHESTER PARK - REACH A (STA. 0+00 TO STA. 2+91)1 TYPICAL SECTION - ROYCHESTER PARK - REACH A (STA. 0+00 TO STA. 2+91)

NTS5 TYPICAL SECTION - ROYCHESTER PARK CULVERT DEMOLITION5 TYPICAL SECTION - ROYCHESTER PARK CULVERT DEMOLITION

NTS4 TYPICAL SECTION - REACH D (STREAM REALIGNMENT STA. 9+97 TO STA. 10+59)4 TYPICAL SECTION - REACH D (STREAM REALIGNMENT STA. 9+97 TO STA. 10+59)

NTS6 TYPICAL SECTION - CULVERT TRANSITION6 TYPICAL SECTION - CULVERT TRANSITION

RIPARIAN BUFFER

PLANTINGS (TYP.) REINFORCED EARTH BANK (TYP.)

2 1

EXISTING GABION

BASKETS TO BE

REMOVED (TYP.)

2' (T

R5 RIPRAP TOE (TYP.)

2-3' (TYP.)

FLOODPLAIN BENCH (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

RIPARIAN BUFFER

PLANTINGS (TYP.) REINFORCED EARTH BANK (TYP.)

2 1

EXISTING GABION

BASKETS TO BE

REMOVED (TYP.)

ROOTWADS (SEE

SHEET C-501)

ALTERNATING INNER BERM (TYP.)

REUSE GABION BASKET STONE

FLOODPLAIN BENCH (TYP.)

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

5 1

FINISHED GRADE

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-

2 T

- G

dw g

L S

- G

P, P

C-302

PHILADELPHIA

NTS1 TYPICAL SECTION - GROVE RUN DOG PARK - MAIN CHANNEL1 TYPICAL SECTION - GROVE RUN DOG PARK - MAIN CHANNEL

NTS2 TYPICAL SECTION - GROVE RUN DOG PARK - MAIN CHANNEL WITH INNER BERM2 TYPICAL SECTION - GROVE RUN DOG PARK - MAIN CHANNEL WITH INNER BERM

NTS3 TYPICAL SECTION - GROVE RUN DOG PARK - TRIBUTARY CHANNEL3 TYPICAL SECTION - GROVE RUN DOG PARK - TRIBUTARY CHANNEL

NOTES:

1. IF ENOUGH LARGE WOODY DEBRIS IS NOT AVAILABLE ON SITE TO COMPLETE

CONSTRUCTION OF ALL OF THE MAIN CHANNEL INNER BERMS, R-5 RIP RAP AND

RE-USED STONE FROM EXISTING GABION BASKETS MAY BE USED IN PLACE OF THE

WOODY DEBRIS.

EXISTING GABION

BASKETS (TYP.)

REMOVE EXISTING GABION BASKETS,

STOCKPILE STONE FOR USE

DURING CONSTRUCTION, DISPOSE OF BASKETS. (TYP.)

EXISTING CONCRETE

LINING (TYP.)

REMOVE AND DISPOSE OF EXISTING CONCRETE LINING (TYP.)

STA. 0+60 TO STA. 3+88

EXISTING GRADE

RIPARIAN BUFFER PLANTING LIMITS

EXISTING GABION

BASKETS (TYP.)

REMOVE EXISTING GABION BASKETS,

STOCKPILE STONE FOR USE

DURING CONSTRUCTION, DISPOSE OF BASKETS. (TYP.)

APPROX. 60'

EXISTING GRADE

EXISTING WINGWALL

EXISTING CONCRETE

CHANNEL LINING

EXISTING HEADWALL

EXISTING OUTFALL

PIPE

R-5 RIPRAP

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-

3 T

- G

dw g

L S

- G

P, P

C-303

PHILADELPHIA

NTS1 TYPICAL SECTION - GROVE RUN PARK - DEMOLITION OF CONCRETE LINING AND GABION BASKETS1 TYPICAL SECTION - GROVE RUN PARK - DEMOLITION OF CONCRETE LINING AND GABION BASKETS

NTS2 TYPICAL SECTION - GROVE RUN PARK - DEMOLITION OF GABION BASKETS2 TYPICAL SECTION - GROVE RUN PARK - DEMOLITION OF GABION BASKETS

NTS3 TYPICAL SECTION - GROVE RUN PARK - APPROX. STA. 0+00 TO 0+603 TYPICAL SECTION - GROVE RUN PARK - APPROX. STA. 0+00 TO 0+60

N (F

OFFSET (FT)

STA 0+50

0 10 2001020

STA 1+00

0 10 2001020

STA 1+50

0 10 2001020

STA 2+00

0 10 2001020

STA 2+50

0 10 2001020

STA 3+00

0 10 2001020

STA 3+50

0 10 2001020

STA 4+00

0 10 2001020

STA 4+50

0 10 2001020

STA 5+00

0 10 2001020

STA 5+50

0 10 2001020

STA 6+00

0 10 2001020

FINISHED

GRADE (TYP.)

EXISTING

GRADE (TYP.)

0+00

· BEGIN REACH A CHANNEL

RESTORATION

2+65

· CONSTRUCT PEDESTRIAN

BRIDGE

2+94

· END REACH A CHANNEL

RESTORATION

· BEGIN REACH B CHANNEL

RESTORATION

4+80

· END REACH B CHANNEL

RESTORATION

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-

4 C

- R

.dw g

P, P

C-304

PHILADELPHIA

1 CROSS SECTIONS - ROYCHESTER PARK1 CROSS SECTIONS - ROYCHESTER PARK

STA 6+50

0 10 2001020

STA 7+00

0 10 2001020

STA 7+50

0 10 2001020

STA 8+00

0 10 2001020

STA 8+50

0 10 2001020

STA 9+00

0 10 2001020

STA 9+50

0 10 2001020

STA 10+00

0 10 2001020

STA 10+25

0 10 2001020

STA 10+50

0 10 2001020

STA 11+50

0 10 2001020

FINISHED

GRADE (TYP.)

EXISTING

GRADE (TYP.)

6+50

· BEGIN REACH C CHANNEL

RESTORATION

9+88

· END REACH C CHANNEL

RESTORATION

· BEGIN REACH D CHANNEL

RESTORATION

· CONSTRUCT PEDESTRIAN

BRIDGE (OPTION 3)

10+58

· END REACH D CHANNEL

RESTORATION

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-

5 C

- R

.dw g

P, P

C-305

1 CROSS SECTIONS - ROYCHESTER PARK1 CROSS SECTIONS - ROYCHESTER PARK

0 10 2001020

FINISHED

GRADE (TYP.)

EXISTING

GRADE (TYP.)

0+25

· BEGIN CHANNEL

RESTORATION

1+00

· BEGIN RIGHT BANK INNER

BERM

2+01

· END RIGHT BANK INNER

BERM

2+50

· BEGIN LEFT BANK INNER

BERM

3+52

· END LEFT BANK INNER

BERM

4+33

· BEGIN RIGHT BANK INNER

BERM

5+34

· END RIGHT BANK INNER

BERM

5+74

· BEGIN LEFT BANK INNER

BERM

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 C

- G

dw g

P, P

C-306

1 CROSS SECTIONS - GROVE RUN PARK - MAIN CHANNEL1 CROSS SECTIONS - GROVE RUN PARK - MAIN CHANNEL

STA 6+50

0 10 2001020

STA 7+00

0 10 2001020

STA 7+50

0 10 2001020

STA 8+00

0 10 2001020

STA 8+50

0 10 2001020

STA 9+00

0 10 2001020

STA 9+50

0 10 2001020

STA 10+00

0 10 2001020

STA 10+50

0 10 2001020

STA 11+00

0 10 2001020

STA 11+50

0 10 2001020

STA 12+00

0 10 2001020

PROPOSED

GRADE (TYP.)

EXISTING

GRADE (TYP.)

10+48

· END CHANNEL

RESTORATION

6+65

· END LEFT BANK INNER

BERM

7+13

· BEGIN RIGHT BANK INNER

BERM

8+15

· END RIGHT BANK INNER

BERM

8+56

· BEGIN LEFT BANK INNER

BERM

9+50

· END LEFT BANK INNER

BERM

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 C

- G

dw g

P, P

C-307

1 CROSS SECTIONS - GROVE RUN PARK - MAIN CHANNEL1 CROSS SECTIONS - GROVE RUN PARK - MAIN CHANNEL

0 10 2001020

PROPOSED

GRADE (TYP.)

EXISTING

GRADE (TYP.)

0+20

·…

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File details come from the government source that posted it. Updated Jul 3, 2024.