B08_4 - CHOH 241450 - EX-TOPO.pdf

PDF 12 MB Posted Jul 22, 2020

Attached to: CHOH 141450 Paw Paw Tunnel Design Build
Solicitation number: 140P2020R0109
Issued by: Department of the Interior National Park Service National Office

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal solicitation for design-build services. The National Park Service is seeking proposals for CHOH 141450 Paw Paw Tunnel Design Build through solicitation number 140P2020R0109. Offerors should design and construct improvements to the Paw Paw Tunnel located in Chesapeake and Ohio Canal National Historical Park. Proposals are due by the date listed on FedBizOpps, and the agency intends to make one award to the responsible offeror submitting the lowest priced, technically acceptable proposal. The selected contractor will be responsible for all design, construction, management, and coordination activities to repair and waterproof the tunnel.

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Other files

File	Type	Posted
2020.08.07 Boundary SheetG1_SheetC1 - Notes Shown_0004.pdf	PDF	Aug 10, 2020
Sol_140P2020R0109_Amd_0004.pdf	PDF	Aug 10, 2020
B09_140P2020R0109 Amend 03.pdf	PDF	Aug 7, 2020
Sol_140P2020R0109_Amd_0002.pdf	PDF	Jul 31, 2020
B08_16 - CHOH 241450 HAZMAT_0001.doc	DOC document	Jul 29, 2020
B08_13 - CHOH 241450 Past Perform Questionnaire_0001.doc	DOC document	Jul 29, 2020
CHOH 241450 Paw Paw Tunnel Site Visit Attendees_0001.pdf	PDF	Jul 29, 2020
B08_12 - CHOH 241450 Project Exp Questionnaire _0001.docx	DOCX document	Jul 29, 2020
B08_14 - CHOH 241450 Proposed Equals_0001.doc	DOC document	Jul 29, 2020
Sol_140P2020R0109_Amd_0001.pdf	PDF	Jul 29, 2020
B08_15 - CHOH 241450 General References_0001.doc	DOC document	Jul 29, 2020
B08_17 - CHOH Paw Paw Draft EA 508_0001.pdf	PDF	Jul 29, 2020
B08_18 - CHOH 241450 DIVISION 1 SECTION_0001.pdf	PDF	Jul 29, 2020
B08_5 - CHOH 241450 - Rockfall Geohazard Evaluation Report.pdf	PDF	Jul 22, 2020
B08_6 - CHOH 241450 - Seepage Evaluation Report.pdf	PDF	Jul 22, 2020
B08_10 - CHOH 241450 Site Access Constraints Opt.pdf	PDF	Jul 22, 2020
B08_3 - CHOH 241450 - Basis of Design Report.pdf	PDF	Jul 22, 2020
B08_2 - CHOH 241450 - FINAL SDs DRAWINGS.pdf	PDF	Jul 22, 2020
B08_1 - CHOH 241450 - Paw Paw Tunnel DB Scope 7-21-20.pdf	PDF	Jul 22, 2020
B08_8 - Wage Determination MD20200011 6-5-20.pdf	PDF	Jul 22, 2020
B08_9 - Price Schedule.xlsx	XLSX spreadsheet	Jul 22, 2020
Sol_140P2020R0109.pdf	PDF	Jul 22, 2020
B08_11 - CHOH 241450 - Pre-Application Meeting Notes - FINAL.pdf	PDF	Jul 22, 2020
B08_140P2020R0109.pdf	PDF	Jul 22, 2020

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PROJECT

SITE

SHEET INDEX

SHEET

NUMBER

SUBSHEET

NUMBER

SHEET

NAME

1 COVER SHEET

2 SV1 EXISTING CONDITIONS CANAL

3 SV2 EXISTING CONDITIONS CANAL

4 SV3 EXISTING CONDITIONS CANAL

5 SV4 EXISTING CONDITIONS CANAL

6 SV5 EXISTING CONDITIONS CANAL

7 SV6 EXISTING CONDITIONS CANAL

8 SV7 EXISTING CONDITIONS SHAFT C AND D

9 SV8 EXISTING CONDITIONS SHAFT A AND B

10 SV9 EXISTING PROFILE 1 AND 2

11 SV10 EXISTING PROFILE 3

12 SV11 EXISTING PROFILE 4

13 SV12 EXISTING PROFILE 5

14 SV13 EXISTING PROFILE 6

SV9

SV10

SV11

SV12

SV13

SV14

SV6

SV5

SV4

SV3

SV2

SV7

SV8

524.04'

BTM

523.57'

BTM

524.49' TOW

523.81' BTM

524.63'

TOE

524.36'

EOW

523.56'

BTM

523.69'

BTM

523.74'

BTM

523.77' BTM

524.46' TOW

524.32'

EOW

524.79'

TOE

526.95'

TOE

524.50'

ROCKFILL 524.27'

EOW

523.59'

BTM

523.78'

BTM

523.83'

BTM

524.48'

TOW

523.77'

BTM

524.40'

EOW /ROCKFILL

527.81'

TOE /TOPROCK

527.70'

TOE /TOPROCK

527.62'

ROCKFILL

524.48'

EOW /ROCKFILL

523.73'

BTM

524.13'

BTM

SV9

33+00

BOARDWALK

R O

P E

BASELINE (TYP.)

C A

ROCK SLOPE

SV9

N=692565.5793'

E=900171.9938'

ELEV=532.85'

NAIL SET

N=692663.7304'

E=900187.3672'

ELEV=532.44'

NAIL SET IN

BOARDWALK

CONC.

FLUME

523.76'

BTM

524.45'

TOW

523.79'

BTM

524.48'

EOW /ROCKFILL

526.42'

TOE /TOPROCK

524.75'

FLAG /6

523.81'

FLAG /6

524.29'

EOW /ROCKFILL

527.99'

TOE /TOPROCK

524.53'

TOW

523.94'

BTM

523.78'

BTM

527.72'

TOE /ROCKFILL

528.76'

ROCKFILL

529.21'

ROCKFILL

528.14'

TOE /ROCKFILL

526.99'

TOE /ROCKFILL

528.06'

ROCKFILL

524.63'

EOW /ROCKFILL

524.16'

FLAG /6

524.51'

EOW /ROCKFILL

524.51'

EOW /ROCKFILL

524.54'

TOW

523.84'

BTM

524.09'

BTM

524.16'

FLAG /7

524.48'

EOW /ROCKFILL

527.99'

ROCKFILL

528.69'

ROCKFILL

529.01'

ROCKFILL

527.81'

TOE /ROCKFILL

524.35'

EOW /ROCKFILL

523.92'

FLAG /6

524.04'

BTM

523.68'

BTM

523.82'

FLAG /7

524.39'

EOW /ROCKFILL

526.27'

TOE /ROCKFILL

526.19'

TOE /ROCKFILL

524.48'

EOW /ROCKFILL

524.02'

FLAG /6

524.52'

TOW

523.94'

BTM

524.26'

BTM

523.86'

FLAG /7

524.04'

BTM

523.83'

BTM

523.93'

FLAG /6

524.71'

EOW

526.87'

TOE /ROCKFILL

523.94'

FLAG /7

523.89'

FLAG / 6/7

34+00

35+00

36+00

BOARDWALK

R O

C K

S L O

P E

ROCK SLOPE

BASELINE (TYP.)

CANAL

BASELINE (TYP.)3

524.25'

FLAG

SV10

SV11

N=693010.2916'

E=900387.6238'

ELEV=532.64'

NAIL SET IN

BOARDWALK

N=692842.2856'

E=900277.8209'

ELEV=532.46'

NAIL SET IN

BOARDWALK

523.89'

FLAG / 6/7

523.99'

BTM

523.89'

FLAG /7

524.52'

TOW

524.01'

BTM

524.54'

EOW

524.62'

EOW /ROCKFILL

524.00'

FLAG /6

523.89'

FLAG / 6/7

524.60'

EOW /ROCKFILL

523.76'

FLAG /6

525.85'

TOE /ROCKFILL

530.00'

TOPROCK

529.76'

TOPROCK

528.67'

TOPROCK

524.36'

EOW /ROCKFILL

524.18'

EOW /ROCKFILL

524.67'

EOW /ROCKFILL

530.56'

TOPROCK

529.45'

TOPROCK

530.31'

TOPROCK

524.18'

EOW /ROCKFILL

524.24'

EOW /ROCKFILL

528.17'

FLAG /PT12

529.56'

FLAG /PT12

524.18'

EOW /ROCKFILL

523.89'

EOW /ROCKFILL

524.47'

EOW /ROCKFILL

525.02'

TOE /ROCKFILL

524.22'

TOW

523.62'

BTM

523.98'

BTM

523.80'

FLAG

523.94'

FLAG /1

525.59'

FLAG

525.55'

TOE

524.28'

EOW

524.26'

TOW

523.47'

BTM

524.48'

TOE

38+00

BOARDWALK

CANAL

C A

N A

R O

C K

S L O

P E

ROCK SLOPE

BASELINE (TYP.)

531.62'

TOPROCK

SV12

SV13

N=693097.8924'

E=900450.7251'

ELEV=532.65'

NAIL SET IN

BOARDWALK

N=693188.6448'

E=900513.6709'

ELEV=532.66'

NAIL SET IN

BOARDWALK

523.80'

FLAG /2

524.30'

TOE/EOW

523.56'

BTM

524.49'

TOE

524.45'

TOE

524.25'

TOW

523.63'

BTM

524.22'

EOW

526.14'

TOE

523.79'

FLAG /1

524.23'

TOE/EOW

523.74'

BTM

524.24'

TOE/EOW

523.79'

FLAG /3

524.16'

TOE/EOW

524.22'

TOW

523.25'

BTM

524.22'

TOE/EOW

524.27'

FLAG

523.95'

FLAG /3

523.78'

FLAG /3

525.34'

TOE

524.52'

EOW /ROCKFILL

524.18'

TOW

523.69'

BTM

524.25'

TOE/EOW

523.82'

FLAG /3

523.78'

FLAG /3

523.76'

FLAG /4

C A

N A

R O

C K

S L O

P E

ROCK SLOPE

BASELINE (TYP.)

ROCK SLOPE

C A

N A

N=693346.3047'

E=900640.9510'

ELEV=532.93'

NAIL SET

N=693438.3161'

E=900722.4223'

ELEV=534.24'

NAIL SET

SV14

523.97'

FLAG /4

524.49'

TOE/EOW

524.57'

TOE/EOW

523.78'

FLAG /5

524.25'

TOE/EOW

523.71'

BTM

524.25'

TOE/EOW

523.53'

FLAG /5

524.75'

TOE/EOW

523.69'

BTM

524.47'

TOE/EOW

523.62'

FLAG /5

523.60'

FLAG /5

523.89'

FLAG /5 524.26'

EOW

524.60'

TOE

523.74'

BTM

524.54'

EOW

526.19'

TOE

C A

N A

ROCK SLOPE

BASELINE (TYP.)

R O

C K

P E

C A

N A

ROCK SLOPE

N=693621.1687'

E=900875.8592'

ELEV=533.80'

NAIL SET

N=693512.6663'

E=900793.0085'

ELEV=534.12'

NAIL SET

FLAG

GPR EM

GRID

RIP RAP

FLAG ORIGIN EM

N=691654.05

E=900088.51

EL=717.09

FLAG ORIGIN SHAFT C

N=691671.53

E=900092.32

EL=714.89

FLAG GPR EM GRID

N=691682.45

E=900096.76

EL=716.31

FLAG SHAFT D

N=691666.03

E=900025.56

EL=714.32

FLAG MID C AND D

N=691677.00

E=900023.43

EL=712.99

FLAG

N=691685.76

E=900024.85

EL=711.15

FLAG SHAFT C GRID

N=691697.40

E=900031.81

EL=711.32

NPS SHAFT LOCATION

N=691687.34

E=900080.57

EL=0.00

N=691666.8943'

E=900020.7039'

ELEV=714.64'

NAIL SET

DISK SHAFT C

(LOCATION IN TUNNEL)

N=691680.86

E=900069.13

EL=536.76

DISK SHAFT D

(LOCATION IN TUNNEL)

N=691644.12

E=900064.71

EL=536.54

NPS SHAFT LOCATION

N=691685.90

E=900043.88

EL=0.00

I E

FLAG

N=692212.95

E=900096.28

EL=644.26

FLAG

N=692218.77

E=900097.09

EL=643.88

FLAG

N=692221.15

E=900099.17

EL=643.95

FLAG

N=692232.93

E=900117.01

EL=645.98

FLAG

N=692214.75

E=900140.60

EL=648.66

FLAG ORIGIN A AND B

N=692195.69

E=900124.80

EL=645.65

N=692304.7510'

E=900065.3270'

ELEV=644.58'

NAIL SET

N=692208.1862'

E=900106.9431'

ELEV=645.17'

NAIL SET

DISK SHAFT B

(LOCATION IN TUNNEL)

N=692170.30

E=900128.10

EL=535.84

DISK SHAFT A

(LOCATION IN TUNNEL)

N=692207.07

E=900132.54

EL=536.54

NPS SHAFT LOCATION

N=692193.15

E=900118.07

EL=0.00

NPS SHAFT LOCATION

N=692231.99

E=900110.87

EL=0.00

E V

A T I O

E L E V

A T I O

STATION

HOR: 1" = 10' VERT: 1" = 10'

SECTION 1

EXISTING GROUND

TOP OF BEAM

HANDRAIL

NOTE: BOARDWALK COLUMNS

AND SUPPORTS NOT SHOWN

B A

S E L I N

50' 10+00 30'

BASELINE STA. 31+97.70

TOP BOARDWALK

TOP ELEV=532.4±

E L E V

A T I O

E L E V

A T I O

STATION

HOR: 1" = 10' VERT: 1" = 10'

SECTION 2

EXISTING GROUND

TOP OF BEAM

HANDRAIL

TOP BOARDWALK

TOP ELEV=532.4±

NOTE: BOARDWALK COLUMNS

AND SUPPORTS NOT SHOWN

B A

S E L I N

10+00 50'50'75'

BASELINE STA. 33+21.48

E V

A T I O

E L E V

A T I O

STATION

HOR: 1" = 10' VERT: 1" = 10'

SECTION 3

EXISTING GROUND

TOP OF BEAM

HANDRAIL

NOTE: BOARDWALK COLUMNS

AND SUPPORTS NOT SHOWN

B A

S E L I N

660 660

10+00 50'140' 100' 50'

BASELINE STA. 34+65.97

TOP BOARDWALK

TOP ELEV=532.4±

E V

A T I O

E L E V

A T I O

STATION

HOR: 1" = 10' VERT: 1" = 10'

SECTION 4

EXISTING GROUND

BOARDWALK TOP OF BEAM

BOARDWALK HANDRAIL

NOTE: BOARDWALK COLUMNS

AND SUPPORTS NOT SHOWN

B A

S E L I N

660 660

10+00 50'140' 100' 50'

BASELINE STA. 36+01.37

TOP ELEV=532.5±

L E V

A T I O

E L E V

A T I O

STATION

HOR: 1" = 10' VERT: 1" = 10'

SECTION 5

EXISTING GROUND

TOP OF BEAM

HANDRAIL

NOTE: BOARDWALK COLUMNS

AND SUPPORTS NOT SHOWN

B A

S E L I N

10+00 30' 50'125' 100' 50'

BASELINE STA. 37+93.81

TOP ELEV=532.6±

E V

A T I O

E L E V

A T I O

STATION

HOR: 1" = 10' VERT: 1" = 10'

SECTION 6

EXISTING GROUND

B A

S E L I N

10+00 50'50'80'

BASELINE STA. 39+06.11

TOWPATH

E V

A T I O

E L E V

A T I O

STATION

HOR: 1" = 10' VERT: 1" = 10'

SECTION 9

10+00 50' 59.05'14.33'

EXISTING GROUND

TOWPATH

BASELINE STA. 40+20.41

E L E V

A T I O

E L E V

A T I O

STATION

HOR: 1" = 10' VERT: 1" = 10'

SECTION 10

10+00 50' 58.09'8.25'

EXISTING GROUND

TOWPATH

BASELINE STA. 40+75.20

File details come from the government source that posted it. Updated Jul 22, 2020.