B08_1 - 151201 CHOH ALL FINAL CD-Drawings Part I sig.pdf

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Attached to
CHOH-151201, Reconstruct/Stabilize Historic Stone Federal contract opportunity
Solicitation number
140P2020R0079
Issued by
Department of the Interior National Park Service National Office

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This file summary describes a federal solicitation opportunity and related technical drawings. The solicitation number 140P2020R0079 from the Department of the Interior National Park Service National Office seeks bids for the project CHOH-151201, Reconstruct/Stabilize Historic Stone Wall & Towpath from McMahons Mill to Lock 42. The opportunity type is a solicitation to reconstruct and stabilize a historic stone wall and towpath. The related technical drawings file provides details on proposed construction work.

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Other files for this federal contract opportunity

Other files attached to CHOH-151201, Reconstruct/Stabilize Historic Stone, newest first.
File Type Posted
A07_05_20200821_Section B_Contract Price Schedule_0007.pdf PDF
A07_01 Questions and Answers Round 4 Final_0007.pdf PDF
Sol_140P2020R0079_Amd_0007.pdf PDF
A07_02_20200821_SECTION 01 27 00 DEFINITION OF CONTRACT LINE ITEMS_0007.pdf PDF
A07_03_20200821_SECTION 044300 - STONE MASONRY_0007.pdf PDF
A07_04_20200821_Structural DrawingsRev3_0007.pdf PDF
Sol_140P2020R0079_Amd_0006.pdf PDF
Sol_140P2020R0079_Amd_0005.pdf PDF
140P2020R0079 Amend 04_0004.pdf PDF
2020_0811 151201 - C2.01a DEMO & ES Ext_A04_03_0004.pdf PDF
20200812 MDE_USACE Authorization_A04_02_0004.pdf PDF
QA Round 3 QA_FINAL_A04_01_0004.pdf PDF
Sol_140P2020R0079_Amd_0004.pdf PDF
Sol_140P2020R0079_Amd_0003.pdf PDF
A03_03 - B08 BidBond_SF24-16d_0003.pdf PDF
A03_04 - B08 - Solit_Equals_0003.doc DOC document
A03_05 - CHOH 151201 Questions and Answers_0003.pdf PDF
A03_02 - 151201 CHOH ALL FINAL CD-Drawings - REV2_0003.pdf PDF
A03_01 - 011100 - SUMMARY OF WORK_REV_0003.pdf PDF
A02_04_Section H Special Clause COVID_0002.pdf PDF
A02_01 CHOH 151201 CD-ContractPriceSchedule FINAL_0002.pdf PDF
Sol_140P2020R0079_Amd_0002.pdf PDF
A02_07 151201 CHOH ALL FINAL CD-Drawings - REV1_0002.pdf PDF
A02_06_CHOH 151201 Q and A Round 1 7-30-20_0002.pdf PDF
A02_02 CHOH 151201 CD-ContractPriceSchedule FINAL_0002.xlsx XLSX spreadsheet
A02_03 Contract Line Items FINAL_0002.pdf PDF
A02_05_52.211-18 Variation Est Qty Clause_0002.pdf PDF
Atch 03 PreProposal Presentation 071420_0001.pdf PDF
Atch 04 PriceSchedVol2 Amend01_0001.xlsx XLSX spreadsheet
Sol_140P2020R0079_Amd_0001.pdf PDF
Atch 01 CHOH 151201 Site Visit Attendees July 14 2020 1130 AM_0001.pdf PDF
Atch 02 CHOH 151241_PreBid_Agenda 7-14-20_0001.pdf PDF
B08_SF1442 140P2020R0079.pdf PDF
B08_4 -1048516_Big_Slackwater_T_EF.pdf PDF
B08_5 - CHOH_151201-Reduced - 081632 Final Report-Enviroscan.pdf PDF
B08_2 - 151201 CHOH ALL FINAL CD-Specs.pdf PDF
B08_3 - 151201 CHOH ALL FINAL CD-Drawings Part II.pdf PDF
B08_12 - Atch12GenRefsVol2.doc DOC document
B08_10 - Atch10PastPerfVol1.docx DOCX document
B08_6 - PriceSchedVol2.xlsx XLSX spreadsheet
B08_11 - Atch11SubKPlanFormVol2.doc DOC document
B08_7.2 - Wage Determination MD20200005 Dredging 1-3-20.pdf PDF
B08_9 - Atch09ExpVol1.docx DOCX document
B08_7.1 - Wage Determination MD20200022 Heavy 6-5-20.pdf PDF
B08_13 - Atch13HazMatVol2.doc DOC document
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7/1/2020

412/133700X

FINAL CONSTRUCTION DOCUMENTS

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SHEET SUB SHEET TITLE OF SHEET SHEET SUB SHEET TITLE OF SHEET

1 COVER COVER SHEET 52 C5.01 WALL PROFILE

2 G1 SHEET INDEX 53 C5.02 WALL PROFILE

3 G2 GENERAL NOTES & ABBREVIATIONS 54 C5.03 WALL PROFILE

4 G3 MDE EROSION & SEDIMENT CONTROL NOTES 55 C5.04 WALL PROFILE

5 G4 CONSTRUCTION ACCESS 56 C5.05 WALL PROFILE

6 G4A PEDESTRIAN & BICYCLE DETOUR ROUTE 57 C5.06 TRAIL PROFILE

7 G5 STAGING PLAN - McMAHON'S MILL AREA 58 C5.07 TRAIL PROFILE

8 G6 KEY SHEET 59 C5.08 TRAIL PROFILE

9 C1.01 EXISITNG CONDITIONS PLAN (STATION 0+00 TO 0+83) 60 C5.09 TRAIL PROFILE

10 C1.02 EXISITNG CONDITIONS PLAN (STATION 0+83 TO 6+28) 61 C5.10 TRAIL PROFILE

11 C1.03 EXISITNG CONDITIONS PLAN (STATION 6+28 TO 11+54) 62 C5.11 TRAIL PROFILE

12 C1.04 EXISITNG CONDITIONS PLAN (STATION 11+54 TO 16+25) 63 C6.01 SECTIONS

13 C1.05 EXISITNG CONDITIONS PLAN (STATION 16+25 TO 22+18) 64 C6.02 SECTIONS

14 C1.06 EXISITNG CONDITIONS PLAN (STATION 22+18 TO 28+74) 65 C6.03 SECTIONS

15 C1.07 EXISITNG CONDITIONS PLAN (STATION 28+74 TO 34+90) 66 C6.04 SECTIONS

16 C1.08 EXISITNG CONDITIONS PLAN (STATION 34+90 TO 41+41) 67 C6.05 SECTIONS

17 C1.09 EXISITNG CONDITIONS PLAN (STATION 41+41 TO 47+27) 68 C6.06 SECTIONS

18 C1.10 EXISITNG CONDITIONS PLAN (STATION 47+27 TO 51+75) 69 C6.07 SECTIONS

19 C2.01 DEMOLITION & E&S CONTROL PLAN (STATION 0+00 TO 0+83) 70 C6.08 SECTIONS

20 C2.02 DEMOLITION & E&S CONTROL PLAN (STATION 0+83 TO 6+28) 71 C6.09 SECTIONS

21 C2.03 DEMOLITION & E&S CONTROL PLAN (STATION 6+28 TO 11+54) 72 C6.10 SECTIONS

22 C2.04 DEMOLITION & E&S CONTROL PLAN (STATION 11+54 TO 16+25) 73 C6.11 SECTIONS

23 C2.05 DEMOLITION & E&S CONTROL PLAN (STATION 16+25 TO 22+18) 74 C6.12 SECTIONS

24 C2.06 DEMOLITION & E&S CONTROL PLAN (STATION 22+18 TO 28+74) 75 C6.13 SECTIONS

25 C2.07 DEMOLITION & E&S CONTROL PLAN (STATION 28+74 TO 34+90) 76 C6.14 SECTIONS

26 C2.08 DEMOLITION & E&S CONTROL PLAN (STATION 34+90 TO 41+41) 77 C6.15 SECTIONS

27 C2.09 DEMOLITION & E&S CONTROL PLAN (STATION 41+41 TO 47+27) 78 C6.16 SECTIONS

28 C2.10 DEMOLITION & E&S CONTROL PLAN (STATION 47+27 TO 51+75) 79 C6.17 SECTIONS

29 C3.01 LAYOUT & MATERIALS PLAN (STATION 0+00 TO 0+83) 80 C7.01 EROSION CONTROL DETAILS

30 C3.02 LAYOUT & MATERIALS PLAN (STATION 0+83 TO 6+28) 81 C7.02 EROSION CONTROL DETAILS

31 C3.03 LAYOUT & MATERIALS PLAN (STATION 6+28 TO 11+54) 82 C7.03 EROSION CONTROL DETAILS

32 C3.04 LAYOUT & MATERIALS PLAN (STATION 11+54 TO 16+25) 83 C8.01 SITE DETAILS

33 C3.05 LAYOUT & MATERIALS PLAN (STATION 16+25 TO 22+18) 84 C8.02 SITE DETAILS

34 C3.06 LAYOUT & MATERIALS PLAN (STATION 22+18 TO 28+74) 85 C8.03 SITE DETAILS

35 C3.07 LAYOUT & MATERIALS PLAN (STATION 28+74 TO 34+90) 86 C8.04 SITE DETAILS - PIPE CULVERTS

36 C3.08 LAYOUT & MATERIALS PLAN (STATION 34+90 TO 41+41) 87 S0.0 GENERAL NOTES

37 C3.09 LAYOUT & MATERIALS PLAN (STATION 41+41 TO 47+27) 88 S0.1 ABBREVIATIONS

38 C3.10 LAYOUT & MATERIALS PLAN (STATION 47+27 TO 51+75) 89 S1.0 WALL TREATMENT SCHEDULE

39 C3.11 LINE & CURVE TABLES 90 S1.1 WALL RECONSTRUCTION DETAILS

40 C3.12 LINE & CURVE TABLES 91 S1.2 WALL EXTENSION DETAILS

41 C3.13 LINE & CURVE TABLES 92 S1.3 WALL REPAIR DETAILS

42 C4.01 GRADING PLAN (STATION 0+00 TO 0+83) 93 S1.4 WALL REPAIR DETAILS

43 C4.02 GRADING PLAN (STATION 0+83 TO 6+28)

44 C4.03 GRADING PLAN (STATION 6+28 TO 11+54)

45 C4.04 GRADING PLAN (STATION 11+54 TO 16+25)

46 C4.05 GRADING PLAN (STATION 16+25 TO 22+18)

47 C4.06 GRADING PLAN (STATION 22+18 TO 28+74)

48 C4.07 GRADING PLAN (STATION 28+74 TO 34+90)

49 C4.08 GRADING PLAN (STATION 34+90 TO 41+41)

50 C4.09 GRADING PLAN (STATION 41+41 TO 47+27)

51 C4.10 GRADING PLAN (STATION 47+27 TO 51+75)

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Access Legend

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7/01/20200 15 30 60 Feet

Notes

Staging Plan Legend

C1.07, C2.07, C3.07, C4.07

C1.09, C2.09, C3.09, C4.09

C1.08, C2.08, C3.08, C4.08 C1.06, C2.06, C3.06, C4.06 C1.05, C2.05, C3.05, C4.05

C1.03, C2.03, C3.03, C4.03

C1.04, C2.04, C3.04, C4.04

C1.02, C2.02, C3.02, C4.02

C1.01, C2.01, C3.01, C4.01

C1.10, C2.10, C3.10, C4.10

FINAL CONSTRUCTION DOCUMENTS

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Notes Existing Conditions Legend

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Existing Conditions Legend

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C7.02

C7.01

C7.03

1-4

C7.02

C7.01

C7.01

FINAL CONSTRUCTION DOCUMENTS

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Demolition Legend

E&S Legend

C7.02

C7.01

C7.01

FINAL CONSTRUCTION DOCUMENTS

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Notes

Demolition Legend

E&S Legend

C7.02

C7.01

C7.01

C7.02

C7.03

1-4

FINAL CONSTRUCTION DOCUMENTS

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NotesDemolition LegendE&S Legend

C7.02

C7.01

FINAL CONSTRUCTION DOCUMENTS

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Notes

Demolition Legend E&S Legend

C7.02

C7.01

FINAL CONSTRUCTION DOCUMENTS

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NotesDemolition LegendE&S Legend

C7.02

C7.01

C7.02

C7.03

1-4

FINAL CONSTRUCTION DOCUMENTS

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Notes

Demolition Legend

E&S Legend

C7.02

C7.01

C7.02

C7.03

1-4

FINAL CONSTRUCTION DOCUMENTS

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Notes

Demolition Legend

E&S Legend

C7.02

C7.01

C7.01

C7.02

FINAL CONSTRUCTION DOCUMENTS

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Notes

Demolition Legend

E&S Legend

C7.02

C7.01

C7.02

C7.03

1-4

C7.02

FINAL CONSTRUCTION DOCUMENTS

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Notes Demolition Legend E&S Legend

C7.02

C7.01

C7.02

FINAL CONSTRUCTION DOCUMENTS

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Demolition Legend E&S Legend

C7.02

C7.01

C7.01

S1.0

S1.3

3/4

C8.01

L

L

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C

C

FINAL CONSTRUCTION DOCUMENTS

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7/01/20200 10 20 40 Feet

Layout & Materials Legend

LxxCxx

S1.0

S1.1

1/2

S1.0

S1.3

1/2

C8.01

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

C

C

C

C

C

C

C

C

C

C

C

C

C

C

S1.3

3/4

FINAL CONSTRUCTION DOCUMENTS

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7/01/20200 10 20 40 Feet

Layout & Materials Legend

S1.1

1/2

S1.0

C8.01

C8.04

L

L

L

L

L

L

L

L

L

L

L

L

L

L

C

C

C

C

C

C

C

C

C

C

C

C

C

S1.3

1/2

S1.4

1/2

FINAL CONSTRUCTION DOCUMENTS

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7/01/20200 10 20 40 Feet

Layout & Materials Legend

S1.1

1/2

S1.0

S1.0

C8.01

L

L

L

L

L

L

L

L

L

L

L

L

L

L

L

C

C

C

C

C

C

C

C

C

CS1.3

S1.3

1/2

S1.0

S1.2

1/2

FINAL CONSTRUCTION DOCUMENTS

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D

N

7/01/20200 10 20 40 Feet

Layout & Materials Legend

S1.1

1/2

S1.0

C8.01

L

L

L

L

L

L

L

L

L

L

L

L

58L L

L

L

L

C

C

C

C

C

C

C

C

C

45C

46C

C

C

C

S1.3

1/2

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Layout & Materials Legend

S1.1

1/2

S1.0

S1.1

1/2

S1.0

C8.01

C8.03

1-6

63L

L

L

L

L

70L

L

72L

L

L

L

L

L

L

L

L

L

80L

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

C

S1.3

1/2

S1.4

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Layout & Materials Legend

C8.01

C8.04

L

82L

83L

L

85L

86L

L

L

89L90L92L 91L93L

94L 95L96L

97L

C

C

66C

67C

C

69C 70C

71C

C

73C

74C

75C 76C

77C

78C 79C

80C

S1.4

C8.03

1-6

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Layout & Materials Legend

97L 98L

L

L

L

L

L

L

L

L

L

L

L

L

L

80C

81C

C

C

C

C

C

C8.01

S1.4

C8.01

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Layout & Materials Legend

C8.04

C8.03

1-6

L

L

L

L

115L

L

L

L

L

L

L

L

L

L

L

C8.01

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Layout & Materials Legend

L

L

L

L

L

L

L

L

L

L

L

L

L

L

C

C8.01

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Layout & Materials Legend

McMahon's Mill to Lock 42-Trail Alignment

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

McMahon's Mill to Lock 42-Trail Alignment

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

McMahon's Mill to Lock 42-Trail Alignment

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

McMahon's Mill to Lock 42-Trail Alignment

Number Delta Radius Length Bearing Ch. Dist. Start Northing Start Easting End Northing End Easting

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

HP

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

329.2TW

329.2TW

329.0TW

329.0TW

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

327.0TW

327.0TW

327.0TW

327.0TW

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

328.0TW

328.0TW

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

NotesGrading Legend

MG

LP

329.0TW

329.0TW

329.0TW

329.0TW

328.0TW

328.0TW

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/20200 10 20 40 Feet

Grading Legend

MG

LP

6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00

5.

5.

5.

5.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

5.

4.

6.

4.

7.

4.

7.

7.

8.

8.

9.

9.

9.

9.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

7.

7.

4.

7.

4.

6.

3.

6.

3.

6.

3.

6.

4.

6.

5.

6.

6.

6.

6.

6.

6.

6.

5.

6.

5.

6.

-5.76% 0.06%

8.33% 0.00%0.00%

-8.33%

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-

C8.04

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00

0.

0.

9.

9.

9.

9.

9.

9.

8.

8.

7.

7.

7.

7.

7.

7.

7.

7.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

6.

6.

6.

6.

6.

6.

6.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

-1.18%

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-

3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

6.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

4.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

4.

5.

5.

5.

5.

5.

6.

5.

5.

8.33% 0.00% -5.76%

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Profile Legend Notes

Horiz.

Vert.

0 5 10 20 Feet

9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00

5.

6.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

4.

6.

4.

6.

3.

6.

3.

6.

2.

6.

1.

6.

1.

6.

1.

6.

3.

6.

2.

6.

2.

6.

1.

6.

0.

6.

9.

6.

1.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

4.

6.

4.

6.

-1.24% 0.22% 0.00%

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-

12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

5.

4.

4.

3.

3.

3.

3.

3.

3.

3.

3.

4.

4.

4.

4.

4.

4.

4.

5.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

4.

6.

4.

6.

-8.33% 0.00%

8.33% -0.00%

1.31%

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-SW- SW- SW- SW-

15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

6.

6.

7.

7.

7.

7.

7.

7.

7.

7.

6.

7.

4.

6.

4.

6.

5.

6.

6.

6.

7.

7.

6.

6.

5.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

4.

6.

5.

6.

5.

6.

5.

5.

0.00% 8.33% -4.92% 0.00%

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-

0.00% -8.33% 7.28%

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Profile Legend Notes

Horiz.

Vert.

PROPOSED WALL HEIGHT

18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00

5.

5.

5.

5.

5.

5.

5.

5.

6.

5.

6.

6.

6.

6.

6.

6.

6.

6.

4.

5.

3.

5.

0.

4.

9.

4.

9.

4.

9.

4.

9.

4.

0.

4.

0.

4.

3.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

4.

1.

4.

0.

4.

0.

4.

0.

4.

1.

4.

1.

5.

1.

6.

1.

6.

2.

6.

2.

6.

2.

6.

3.

6.

4.

6.

0.00% -8.33%

0.00% 8.33%

0.00%

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-

21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00

4.

6.

5.

6.

5.

6.

6.

6.

6.

6.

6.

6.

6.

5.

6.

6.

5.

6.

4.

6.

4.

6.

2.

6.

0.

6.

0.

6.

1.

6.

2.

6.

2.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

3.

6.

4.

6.

4.

6.

4.

6.

5.

6.

5.

6.

5.

6.

6.

6.

6.

6.

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-

0.00%0.43%

24+00 24+25 24+50 24+75 25+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00

6.

6.

6.

6.

6.

6.

5.

5.

5.

5.

4.

4.

3.

3.

2.

3.

2.

3.

1.

3.

1.

3.

1.

3.

0.

3.

0.

3.

1.

3.

1.

3.

1.

4.

1.

4.

2.

5.

2.

6.

3.

6.

4.

6.

6.

6.

7.

6.

7.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

5.

6.

5.

6.

5.

6.

4.

6.

4.

6.

0.00% 8.33% -0.00%

SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW- SW-

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Profile Legend Notes

Horiz.

Vert.

27+00 27+25 27+50 27+75 28+00 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00

4.

6.

4.

6.

4.

6.

5.

6.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

6.

5.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

5.

5.

5.

5.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

-8.33% 0.06% 0.00% 0.00% 1.00% 3.02% -2.38% 2.05% -0.29% -2.47%

SW- SW- SW- SR- SR- SR- SR- SR- SR- SR- SR- SR- SR-

C8.04

30+00 30+25 30+50 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

5.

4.

4.

4.

4.

4.

4.

4.

4.

4.

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4.

4.

5.

5.

5.

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5.

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5.

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5.

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4.

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5.

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6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

-0.12% 0.43% -4.90% 3.34% -1.86% 2.99% 1.52% -2.47%

SR- SR- SR- SR- SR- SR- SR- SR- SR- SR- SR- SR- SR-

C8.04

33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 35+25 35+50 35+75 36+00

6.

6.

5.

5.

5.

5.

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5.

5.

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4.

4.

4.

3.

3.

4.

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5.

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4.

4.

3.

3.

3.

3.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

-2.47% -4.53% 4.94% -0.60% -3.30% 6.44% -5.12%

0.42%

SR- SR- SR- SR- SR- SR- SR- SR- SR- SR- SR- SR- SR-

FINAL CONSTRUCTION DOCUMENTS

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7/01/2020

Profile Legend Notes

Horiz.

Vert.

36+00 36+25 36+50 36+75 37+00 37+25 37+50 37+64

2.

2.

3.

2.

3.

3.

3.

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3.

3.

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3.

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4.

4.

4.

4.

4.

4.

4.

4.

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4.

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4.

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4.

4.

0.74% 2.98% -0.43%

SR- SR- SR- SR- SR- SR- SR- SR-

FINAL CONSTRUCTION DOCUMENTS

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7/01/2020

Profile Legend Notes

Horiz.

Vert.

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00

0.

0.

0.

0.

0.

0.

9.

9.

9.

9.

8.

8.

8.

8.

7.

7.

7.

7.

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6.

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6.

6.

6.

6.

6.

7.

6.

6.

6.

6.

6.

6.

6.

6.

-1.93% -5.06% -5.80% -5.43% -1.30%-3.98% -0.91% 0.24% 0.06% 0.92%-0.26% -1.46% 1.75% -0.91%

-7.73% -0.72% 1.21%

3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00

6.

6.

6.

6.

6.

6.

6.

6.

7.

6.

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6.

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7.

7.

7.

7.

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7.

7.

8.

8.

8.

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8.

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9.

9.

9.

0.

0.

0.

0.

0.

0.

1.

1.

0.

1.

0.

1.

0.

1.

0.

1.

0.

1.

1.

1.

1.

1.

1.

1.

1.

1.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

1.09% 3.69% 3.02% 4.86%

-0.21%

2.17% 4.87% 1.83%-0.47% -0.47% -1.96% -0.80% -0.80%

1.21% 2.97%

6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50 8+75 9+00

0.

0.

0.

0.

1.

0.

1.

0.

1.

0.

2.

0.

2.

0.

2.

0.

1.

0.

1.

0.

1.

0.

0.

9.

0.

9.

9.

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7.

7.

7.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

-0.21% -0.86% -0.86% -1.15% -1.88%

-4.32% -0.64% -0.78%

-0.05% -1.82% -2.49%

C8.04

FINAL CONSTRUCTION DOCUMENTS

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7/01/2020

Profile Legend Notes

Horiz.

Vert.

9+00 9+25 9+50 9+75 10+00 10+25 10+50 10+75 11+00 11+25 11+50 11+75 12+00

6.

6.

6.

6.

6.

6.

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6.

6.

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4.

7.

3.

7.

3.

7.

3.

7.

3.

7.

3.

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3.

7.

3.

7.

0.34% 1.41% -0.68% -0.32% 0.04%1.01% -0.09% -1.02% -1.03%0.74%

12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00

3.

7.

3.

7.

4.

7.

4.

7.

4.

7.

5.

7.

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5.

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4.

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4.

7.

4.

7.

4.

7.

4.

7.

4.

7.

4.

7.

4.

7.

5.

7.

-0.00% -1.40%7.09%

0.00% -0.36%

-2.06% 0.02% 0.06% 0.02% -0.96% -1.48% -0.96%

15+00 15+25 15+50 15+75 16+00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00

5.

7.

6.

7.

6.

7.

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7.

8.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

6.

6.

-1.00%1.78% 1.49% 1.26% 0.00% -0.22% -0.66% -1.02% -2.38%2.60% -0.48%-1.98%

FINAL CONSTRUCTION DOCUMENTS

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7/01/2020

Profile Legend Notes

Horiz.

Vert.

18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21+00

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

7.

7.

7.

7.

8.

7.

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8.

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9.

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9.

9.

0.

9.

0.

9.

0.

9.

0.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

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9.

9.

9.

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9.

9.

9.

9.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

7.

8.

1.66% 4.76% -1.00%

-1.20% 5.86%

1.96% -1.36% -1.88% -0.84% 0.00% -3.04% -0.20%

21+00 21+25 21+50 21+75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00

7.

8.

7.

8.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

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5.

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4.

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4.

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3.

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3.

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3.

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3.

7.

4.

7.

4.

7.

4.

7.

4.

7.

5.

7.

6.

7.

6.

7.

-0.99% -0.80%-2.22% -0.50% 0.20% -0.00% -0.00% -0.00% -0.00% 0.04%0.35% 0.69%

CD-McMahon's Mill to Lock 42-Trail Profile

24+00 24+25 24+50 24+75 25+00 25+25 25+50 25+75 26+00 26+25 26+50 26+75 27+00

6.

7.

7.

7.

8.

8.

8.

8.

9.

8.

0.

9.

0.

0.

0.

0.

0.

0.

1.

0.

1.

0.

1.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

9.

0.

9.

9.

9.

9.

9.

9.

9.

9.

8.

8.

8.

8.

8.

8.

8.

8.

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8.

8.

8.

7.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

-0.15% 1.97%3.63% 7.26%

2.84% 0.18% -0.62% -1.88% -3.52% -2.37% -3.45% 0.00% 0.09%

FINAL CONSTRUCTION DOCUMENTS

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7/01/2020

Profile Legend Notes

Horiz.

Vert.

27+00 27+25 27+50 27+75 28+00 28+25 28+50 28+75 29+00 29+25 29+50 29+75 30+00

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

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8.

8.

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8.

8.

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8.

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8.

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8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

-0.69% -0.02%0.77% 0.77% -1.21% 0.62%0.89% -0.33% 0.58% -0.29% -0.01% -0.95%

C8.04

30+00 30+25 30+50 30+75 31+00 31+25 31+50 31+75 32+00 32+25 32+50 32+75 33+00

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

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9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

-0.23%-0.11% -0.61% 0.43% 1.05%

1.32% 2.64% -0.19%0.80% 0.53%

C8.04

33+00 33+25 33+50 33+75 34+00 34+25 34+50 34+75 35+00 35+25 35+50 35+75 36+00

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

0.

9.

0.

9.

0.

9.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

-1.04% -0.92% 0.50%

0.30% 2.70% 0.54% 1.39% 0.36%

FINAL CONSTRUCTION DOCUMENTS

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Profile Legend Notes

Horiz.

Vert.

36+00 36+25 36+50 36+75 37+00 37+25 37+50 37+75 38+00 38+25 38+50 38+75 39+00

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

1.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

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2.

2.

2.

2.

2.

2.

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2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

0.01% 0.13% 1.78% 0.94% 0.19%0.96% 0.30% 0.50% 0.80% 0.46%

39+00 39+25 39+50 39+75 40+00 40+25 40+50 40+75 41+00 41+25 41+50 41+75 42+00

3.

3.

2.

3.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

1.

2.

1.

2.

1.

2.

1.

1.

1.

1.

1.

1.

0.

1.

0.

1.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

0.

9.

0.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

9.

8.

9.

8.

9.

8.

9.

8.

9.

8.

9.

8.

9.

9.

9.

-1.51% -0.81% -2.21% -3.00% -1.21% -1.45% -1.74% 0.02%

C8.04

42+00 42+25 42+50 42+75 43+00 43+25 43+50 43+75 44+00 44+25 44+50 44+75 45+00

9.

9.

9.

0.

0.

0.

1.

1.

1.

1.

1.

1.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

2.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

3.

4.

4.

4.

4.

4.

4.

4.

4.

5.

5.

7.43% 3.41% 3.08% -0.08% 1.13% 1.19% 0.00% 0.53% 0.12% 1.27%

3.69% 0.71%-2.62%

FINAL CONSTRUCTION DOCUMENTS

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Profile Legend Notes

Horiz.

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45+00 45+25 45+50 45+75 46+00 46+25 46+50 46+75 47+00 47+25 47+50 47+75 48+00

5.

5.

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7.

7.

2.02% 1.57% 0.73% 1.59% -0.07% -0.07% 0.16% -0.60%

48+00 48+25 48+50 48+75 49+00 49+25 49+50 49+75 50+00 50+25 50+50 50+75 51+00

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

7.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

6.

5.

6.

5.

5.

5.

5.

5.

5.

6.

6.

6.

6.

6.

6.

7.

7.

7.

7.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

7.

8.

7.

8.

7.

7.

7.

8.

8.

8.

0.58% -0.48% -1.51% -1.10% -1.67% 0.03%0.64%1.87%3.40%4.63% 4.94% 5.12% 0.44% 0.12% 1.07%-2.42% -2.42%

51+00 51+25 51+50 51+74

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

8.

1.07% 0.56% 0.04%

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

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D

N

7/01/2020

Profile Legend Notes

Horiz.

Vert.

l e v a t i o n

Offset

3+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

1+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

0+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

0+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

1+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

1+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

2+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

2+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

3+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.0

10:110:110:150:1 50:1 T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.8

2:12:150:12:12:1 50:1

S ho ul de r E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.1

2:12:1 50:1

S ho ul de r E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.9

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:1

S ho ul de r E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.8

6:16:150:12:12:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.8

6:16:150:1 2:12:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.8

2:12:150:1 2:12:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.9

2:12:1 50:150:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=326.3

TW=327.9

TW=326.5

TW=326.0 TW=325.9

TW=325.7 TW=325.8 TW=325.9

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

6+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 100-5-10-15-20-25-30

E l e v a t i o n

Offset

3+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

3+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 20 250-5-10-15-20-25-30

E l e v a t i o n

Offset

5+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

5+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

4+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 20 250-5-10-15-20-25-30

E l e v a t i o n

Offset

4+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 100-5-10-15-20-25-30

E l e v a t i o n

Offset

6+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 100-5-10-15-20-25-30

E l e v a t i o n

Offset

7+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.9

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.9

50:1 50:1 2:1

T ow pa th

E dg e E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.7

50:1 50:1 2:1

T ow pa th

E dg e E

LE

V

: 3

.4

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.6

50:1 50:1

2:1

T ow pa th

E dg e E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.9

50:1 50:1

2:1

1:1

T ow pa th

E dg e E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.8

50:1 50:1

2:1

3:1

T ow pa th

E dg e E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.4

50:1 50:1

2:1

5:1

T ow pa th

E dg e E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.3

50:1 0:1

2:1

T ow pa th

E dg e E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.9

50:1 50:1

2:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=325.9 TW=325.6 TW=325.7

TW=325.2 TW=325.3 TW=325.1

TW=325.7

TW=324.5

TW=326.7

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

7+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

7+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

8+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

8+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

8+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30

E l e v a t i o n

Offset

8+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 20 25 30 35 400-5-10-15-20-25-30

E l e v a t i o n

Offset

9+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

9+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

10+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.5

50:1 2:12:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.5

50:1 50:15:15:1 27:127:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

3:13:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.3

3:13:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.0

10:110:150:13:13:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.8

6:16:16:150:12:12:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.5

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.6

10:110:150:12:12:1 50:1 T ow pa th E dg e

E

LE

V : 3

.7

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.8

50:1 2:12:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.5

2:12:150:1 2:12:1

50:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=328.8 TW=328.4 TW=327.9

TW=326.4 TW=326.0 TW=326.0

TW=326.0 TW=325.8 TW=326.0

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

10+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

10+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

11+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

11+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

11+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

11+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

12+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

12+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

12+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.0

10:110:150:1 2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.7

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.5

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.5

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.2

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.2

50:1 50:1 3:1

2:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=326.0 TW=326.0 TW=326.0

TW=326.0 TW=326.0 TW=326.0

TW=326.0 TW=326.0 TW=325.9

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

12+75.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30-35

E l e v a t i o n

Offset

13+00.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30-35

E l e v a t i o n

Offset

13+25.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30-35

E l e v a t i o n

Offset

13+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30

E l e v a t i o n

Offset

13+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

14+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

14+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

14+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

14+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

T ow pa th

E dg e E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.0

50:1 50:1

2:1

339:1339:1

T ow pa th

E dg e E

LE

V

: 3

.5

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.6

50:1 50:1

2:1

9:1

T ow pa th

E dg e E

LE

V

: 3

.4

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.5

50:1 50:1

2:1

8:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.2

10:110:110:150:1 2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.9

50:1 2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.5

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.6

2:12:12:150:1 2:12:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.9

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=324.4

TW=326.0 TW=326.0 TW=326.0

TW=326.0 TW=326.0 TW=326.0

TW=324.0 TW=323.8

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

15+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

15+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

15+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

15+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

16+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

16+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

16+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

16+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

17+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

17+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

17+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

17+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.4

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.1

2:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.5

2:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.8

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.9

50:1 50:1 2:12:1

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.4

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.3

1:11:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.1

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.1

2:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

2:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.7

2:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.5

2:12:1 50:150:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=326.0 TW=326.0 TW=326.0 TW=326.0

TW=327.3 TW=327.8

TW=326.4 TW=326.8

TW=326.1 TW=326.0 TW=326.0 TW=326.0

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

18+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

18+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

18+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

18+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

19+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 20 250-5-10-15-20-25-30

E l e v a t i o n

Offset

19+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 20 25 30 350-5-10-15-20-25-30-35

E l e v a t i o n

Offset

19+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 20 250-5-10-15-20-25-30-35

E l e v a t i o n

Offset

19+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

20+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.9

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.6

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

3:13:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.5

S ho ul de r E

LE

V

: 3

.4

2:1 50:150:1

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.6

50:1

2:1

8:1

S ho ul de r E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.5

T ow pa th

E dg e E

LE

V

: 3

.1

50:1

2:1

8:1

S ho ul de r E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.9

T ow pa th

E dg e E

LE

V

: 3

.8

50:1

2:1

8:1

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.4

S ho ul de r E

LE

V

: 3

.4

50:1

2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.2

2:12:150:1

2:1

50:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=325.9 TW=325.9 TW=326.1

TW=326.1

TW=324.6 TW=324.6

TW=324.6 TW=324.4 TW=324.1

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

22+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30

E l e v a t i o n

Offset

20+75.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30-35

E l e v a t i o n

Offset

20+25.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30-35

E l e v a t i o n

Offset

20+50.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30-35

E l e v a t i o n

Offset

21+00.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30-35

E l e v a t i o n

Offset

21+25.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30-35

E l e v a t i o n

Offset

21+50.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

21+75.00

295.0

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

295.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

22+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 20 25 300-5-10-15-20-25

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.2

2:12:150:1

2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.8

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.0

2:12:150:1

2:1 50:1

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.9

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.8

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.4

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.2

2:12:1 50:150:1 T ow pa th E dg e

E

LE

V : 3

.2

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

1:11:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.9

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.0

50:1 50:1 2:12:1

5:1

T ow pa th

E dg e E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.1

50:1 50:1 2:12:1 17:117:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=324.1

TW=324.9

TW=326.3

TW=326.3 TW=326.3 TW=326.1

TW=326.0

TW=326.0 TW=326.0

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

24+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30-35

E l e v a t i o n

Offset

22+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

22+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

23+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

23+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

23+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

23+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

24+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

24+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 150-5-10-15-20-25-30

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.3

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.5

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.2

2:12:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.3

50:1 50:1 4:1

4:1

T ow pa th

E dg e E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.9

S ho ul de r E

LE

V

: 3

.1

50:1 50:1

2:1

5:1

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=326.0 TW=326.0 TW=326.0 TW=326.0

TW=326.0 TW=326.0 TW=326.3 TW=326.5

TW=324.5

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

26+25.00

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

350.0

305.0

310.0

320.0

330.0

340.0

350.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

26+00.00

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

350.0

305.0

310.0

320.0

330.0

340.0

350.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

24+75.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30-35

E l e v a t i o n

Offset

25+00.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30

E l e v a t i o n

Offset

25+25.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 10 15 200-5-10-15-20-25-30

E l e v a t i o n

Offset

25+50.00

300.0

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

300.0

310.0

320.0

330.0

340.0

0 5 100-5-10-15-20-25-30

E l e v a t i o n

Offset

25+75.00

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

350.0

305.0

310.0

320.0

330.0

340.0

350.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

26+50.00

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

350.0

305.0

310.0

320.0

330.0

340.0

350.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

26+75.00

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

350.0

305.0

310.0

320.0

330.0

340.0

350.0

0 5 10 150-5-10-15-20-25

T ow pa th

E dg e E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.8

50:1 50:1

2:1

21:121:1

T ow pa th

E dg e E

LE

V

: 3

.7

T ow pa th

E dg e E

LE

V

: 3

.8

S ho ul de r E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.9

50:1 50:1

2:1

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.5

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.7

50:1

2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.3

10:110:110:150:1

2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.2

S ho ul de r E

LE

V

: 3

.2

T ow pa th

E dg e E

LE

V

: 3

.3

S ho ul de r E

LE

V

: 3

.4

2:12:150:1 2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.6

S ho ul de r E

LE

V

: 3

.6

T ow pa th

E dg e E

LE

V

: 3

.7

S ho ul de r E

LE

V

: 3

.7

2:12:150:1 2:1

50:1

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.1

T ow pa th

E dg e E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.0

2:1 50:150:1

T ow pa th

E dg e E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.1

50:1 50:1 2:1

T ow pa th

E dg e E

LE

V

: 3

.0

T ow pa th

E dg e E

LE

V

: 3

.1

S ho ul de r E

LE

V

: 3

.0

S ho ul de r E

LE

V

: 3

.2

50:1 50:1 2:1

3:1R oc k F ac e

R oc k F ac e

R oc k F ac e

R oc k F ac e

TW=324.0 TW=324.0 TW=324.0

TW=324.1

TW=326.0 TW=326.0

TW=326.0 TW=326.0 TW=326.0

FINAL CONSTRUCTION DOCUMENTS

S

T

A

M

A

R

Y

L

A

N

D

T IM

OTHY J. HOGAN

P

R

O

F

E

S

S

I

O

G

I

N

E

E

R

R

E

G

I

S T E

R

E

D

N

7/01/2020

Notes

Proposed Towpath Surface

Proposed Towpath Cut & Fill

Existing Surface

Sections Legend

2.

0%

-2.0%

2.0%

-2 .0

Existing Top of Canal Wall

Proposed Top of Canal Wall

Top of Existing Laid-Back Stone Revetment

Stone Wall and Laid-Back Stone Revetment (See Structural Series)

Modified Stone Wall (See Structural Series)

Horiz.

Vert.

e v a t i o n

Offset

29+50.00

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

350.0

305.0

310.0

320.0

330.0

340.0

350.0

0 5 10 150-5-10-15-20-25-30

E l e v a t i o n

Offset

27+00.00

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

350.0

305.0

310.0

320.0

330.0

340.0

350.0

0 5 10 150-5-10-15-20-25

E l e v a t i o n

Offset

27+50.00

305.0

310.0

315.0

320.0

325.0

330.0

335.0

340.0

345.0

350.0

305.0

310.0

320.0

330.0

340.0

350.0

0 5 10 150-5-10-15-20-25-30

E…

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