Marietta NatCem 859CM3021_CD95_Drawings 010-015.pdf

PDF 8 MB Posted Jun 13, 2023

Attached to: Y1JZ--859CM3021 Marietta National Cemetery Improvements
Solicitation number: 36C78623B0024
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for improvements at Marietta National Cemetery. The project involves rehabilitation of the lodge building, construction of new restroom facilities and a committal shelter, and various miscellaneous repair items. Work includes demolition of existing structures such as a railroad building, sidewalks, and slabs; site work like grading, paving, and installation of erosion controls; and building improvements to the lodge, vault, and other structures. The construction drawings provide plans, details, notes, and sections to communicate the scope and requirements for the site work, utilities, and building construction. Relevant federal agencies involved include the Department of Veterans Affairs National Cemetery Administration.

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Other files

File	Type	Posted
36C78623B0024 0001.docx	DOCX document	Jul 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 066-068.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Project manual-2 of 2.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 025-035.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Project manual-1 of 2.pdf	PDF	Jun 13, 2023
3-867CM3001-NANC-BidDoc-Specs.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 054-059.pdf	PDF	Jun 13, 2023
Wage determination 02.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 036-045.pdf	PDF	Jun 13, 2023
Cost Estimate Worksheet.pdf	PDF	Jun 13, 2023
36C78623B0024_1.docx	DOCX document	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 060-065.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 048-053.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 016-024.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 046-047.pdf	PDF	Jun 13, 2023
Marietta NatCem 859CM3021_CD95_Drawings 001-009.pdf	PDF	Jun 13, 2023

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LOW

LOW LOW

LOW

WASHINGTON AVE, NE

LODGE

MAINTENANCE

BUILDING

VAULT

RESTROOM

BUILDING

ROSTRUM

LOW

SLSL

'-0

SEDIMENT LOG FENCE

LIMITS OF WORKLOW

SL 1

CE-201

EXISTING CONTOUR LINES

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

ACM LMR

November 18, 2022

Bid Documents - Issued for Construction

NOT TO SCALE

KEY

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

0 10 20 40 60

EROSION CONTROL PLAN

CE-101

SEDIMENT LOG FENCE (SEE CE-201).01

02 INLET PROTECTION (SEE CE-201).

KEYNOTES

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PRIME CONSULTANT

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CONSULTANTS

INLET PROTECTION - AT GRADE

NOT TO SCALE

CROSS SECTION

DRAINAGE STRUCTURE

WALL

PLAN

SEDIMENT FILTER LOGNOMINAL 2X2 WOOD POST

" M

12" MIN.

3" T

12" MIN.

GRASS

PAVEMENT

SEDIMENT FILTER LOG

BACK OF CURB

GUTTERLINE

PLAN

INLET PROTECTION - IN PAVEMENT

NOT TO SCALE

NOMINAL 2X2 WOOD POST

SEDIMENT FILTER LOG

NOMINAL 2X2 WOOD POST

40 LB SAND BAG (TYP.)

NOTES:

1. SECURE SEDIMENT FILTER LOGS TO THE SOIL SURFACE WITH WOODEN POSTS SPACED A MAXIMUM OF 2'

APART. WHEN USED ON A PAVED SURFACE, THE LOG ENDS SHALL BE FASTENED WITH PLASTIC TIES AND

SHALL BE SANDBAGGED OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. INSPECT AFTER EVERY RUNOFF EVENT AND REPAIR AS NECESSARY. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE -HALF THE MEASURE HEIGHT (STORAGE CAPACITY). SEDIMENT SHALL BE DISPOSED OF AS

UNSUITABLE MATERIALS.

3. CURLEX SEDIMENT LOG BY AMERICAN EXCELSIOR COMPANY, OR EQUAL AS APP'D BY COR.

PLAN

SEDIMENT FILTER LOGNOMINAL 2X2 WOOD POST

" M

3" T

SEDIMENT LOG

NTS

CROSS SECTION

NOTES:

1. SECURE SEDIMENT FILTER LOGS TO THE SOIL SURFACE WITH WOODEN POSTS SPACED A MAXIMUM OF 2'

APART. WHEN USED ON A PAVED SURFACE, THE LOG ENDS SHALL BE FASTENED TOGETHER WITH PLASTIC TIES AND SHALL BE SANDBAGGED OR IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

2. INSPECT AFTER EVERY RUNOFF EVENT AND REPAIR AS NECESSARY. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE -HALF THE MEASURE HEIGHT (STORAGE CAPACITY). SEDIMENT SHALL BE DISPOSED OF AS

UNSUITABLE MATERIALS.

3. CURLEX SEDIMENT LOG BY AMERICAN EXCELSIOR COMPANY, OR EQUAL AS APP'D BY COR.

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

ACM LMR

November 18, 2022

Bid Documents - Issued for Construction

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

EROSION CONTROL DETAILS

CE-201

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PRIME CONSULTANT

LOW

LOW LOW

LOW

SAN

LOW

WASHINGTON AVE, NE

E E

EEEE

GAS

GASGASGASGASGAS

GAS

EEE

LODGE

MAINTENANCE

BUILDING

ROSTRUM

LOW

0 10 20 40 60

DEMOLITION PLAN

CD-101

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

ACM LMR

November 18, 2022

Bid Documents - Issued for Construction

NOT TO SCALE

KEY

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

1. OPERATION OF DEMOLITION EQUIPMENT ON UNPROTECTED

SURFACES IS PROHIBITED (SEE 01 56 39). PLACE MATS AND

OPERATE EQUIPMENT OVER LIMITS SHOWN. PLACE MATS

OVER ADDITIONAL GROUND IF NECESSARY FOR

CONTRACTOR'S OPERATION, AS APPROVED IN ADVANCE BY

COR. PROTECT EXISTING TREES AND ROOTS.

2. SEQUENCE CONSTRUCTION MAT REMOVAL AND SIDEWALK

REMOVAL TO COMPLY WITH SURFACE PROTECTION

REQUIREMENT.

3. DEMOLISH R.R. BUILDING TO COLLAPSE WITHIN EX. BUILDING

FOOTPRINT.

4. AFTER PAVER & SAND SETTING BED REMOVAL, COR SHALL

INSPECT AND DETERMINE LIMITS OF SELECTIVE BASE

REMOVAL BY CONTRACTOR.

5. PAVEMENT/CURB DEMOLITION SHALL INCLUDE SAWCUT

BETWEEN MATERIAL TO REMAIN AND MATERIAL TO BE

REMOVED.

DEMOLISH FLUSH CURB AND TRANSITION CURB (SEE NOTE 5).

06 DEMOLISH EXISTING VAULT AND ADJACENT SLABS. PROTECT

EXISTING PIPES AND VALVE.

11 DEMOLISH EX. SERVICE SHELTER, SLAB, AND BASE COURSE

DOWN TO UNDERLYING SOIL (SEE NOTE 5). BACKFILL & GRADE

REMOVE EX. FLAGSTONE WALK AND SAND SETTING BED.

FLUSH HEADERS & CONCRETE BASE TO REMAIN (SEE NOTE 4).

10 DEMOLISH EX. SIDEWALK AT PROPOSED POW/MIA PLAZA.

SALVAGE/STORE EX. INTERPRETIVE PANELS & FRAMES08

SELECTIVELY DEMOLISH EX. SLAB AT LODGE BACKDOOR (SEE

ARCHITECTURAL).

SELECTIVELY DEMOLISH STORMWATER DIVERSION SLABS

BETWEEN EX. R/R BUILDING AND MAINTENENCE BUILDING.

GUTTER AND SMALL WALLS TO REMAIN (SEE NOTE 5).

BACKFILL & GRADE.

DEMOLISH BARRIER CURB AND GUTTER AT PROPOSED

ACCESSIBILITY LOCATION (SEE NOTE 5).

DEMOLISH EX. SIGN, CONCRETE BASE/FOOTER, AND BASE

COURSE DOWN TO UNDERLYING SOIL.13

LIMITS OF REQUIRED CONSTRUCTION MATTING (SEE NOTE 1).01

03 DEMOLISH EXISTING R/R BUILDING (SEE NOTE 3).

04 DEMOLISH EXISTING SIDEWALK AT R/R BUILDING (SEE NOTE 2).

CU-101 06

KEYNOTES

NOTES

DEMOLISH EXISTING

CONSTRUCTION MATTING

PROTECT EXISTING CLEANOUT DURING DEMOLITION. REMOVE

SANITARY SERVICE PIPE UNDER EX. R.R. BUILDING AND

UPSTREAM OF EX. CLEANOUT.

15 PROTECT EXISTING TREE AND ROOTS DURING DEMOLITION.

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AutoCAD SHX Text 1152.18

AutoCAD SHX Text 1151.25

AutoCAD SHX Text 1150.00

AutoCAD SHX Text 1149.11

AutoCAD SHX Text 1147.72

AutoCAD SHX Text 1146.22

AutoCAD SHX Text 1144.21

AutoCAD SHX Text 1148.27

AutoCAD SHX Text 1148.44

AutoCAD SHX Text 1132.96

AutoCAD SHX Text 1133.20

AutoCAD SHX Text 1134.64

AutoCAD SHX Text 1134.84

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AutoCAD SHX Text 1146.60

AutoCAD SHX Text 1144.58

AutoCAD SHX Text 1123.03

AutoCAD SHX Text 1122.69

AutoCAD SHX Text 1119.49

AutoCAD SHX Text 1120.76

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AutoCAD SHX Text 1153.08

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AutoCAD SHX Text 1152.17

AutoCAD SHX Text 1151.48

AutoCAD SHX Text 1150.14

AutoCAD SHX Text 1149.05

AutoCAD SHX Text 1147.31

AutoCAD SHX Text 1147.80

AutoCAD SHX Text 1188.14

AutoCAD SHX Text 1186.82

AutoCAD SHX Text 1186.54

AutoCAD SHX Text 1187.11

AutoCAD SHX Text 1187.27

AutoCAD SHX Text 1188.00

AutoCAD SHX Text 1188.27

AutoCAD SHX Text 1188.73

AutoCAD SHX Text 1189.45

AutoCAD SHX Text 1189.77

AutoCAD SHX Text 1189.84

AutoCAD SHX Text 1176.61

AutoCAD SHX Text 1179.81

AutoCAD SHX Text 1179.97

AutoCAD SHX Text 1176.55

AutoCAD SHX Text 1171.25

AutoCAD SHX Text 1172.92

AutoCAD SHX Text 1173.50

AutoCAD SHX Text 1171.21

AutoCAD SHX Text 1172.66

AutoCAD SHX Text 1173.30

AutoCAD SHX Text 1165.99

AutoCAD SHX Text 1163.02

AutoCAD SHX Text 1159.32

AutoCAD SHX Text 1159.25

AutoCAD SHX Text 1162.87

AutoCAD SHX Text 1166.34

AutoCAD SHX Text 1170.76

AutoCAD SHX Text 1175.78

AutoCAD SHX Text 1180.31

AutoCAD SHX Text 1183.25

AutoCAD SHX Text 1179.64

AutoCAD SHX Text 1176.12

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AutoCAD SHX Text 1123.19

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AutoCAD SHX Text 1125.25

AutoCAD SHX Text 1127.57

AutoCAD SHX Text 1130.01

AutoCAD SHX Text 1134.13

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AutoCAD SHX Text 1128.63

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AutoCAD SHX Text 1129.29

AutoCAD SHX Text 1146.79

AutoCAD SHX Text 1148.12

AutoCAD SHX Text 1149.03

AutoCAD SHX Text 1150.26

AutoCAD SHX Text 1149.26

AutoCAD SHX Text 1148.69

AutoCAD SHX Text 1148.19

AutoCAD SHX Text 1150.32

AutoCAD SHX Text 1192.16

AutoCAD SHX Text 1192.20

AutoCAD SHX Text 1192.03

AutoCAD SHX Text 1192.07

AutoCAD SHX Text 1190.50

AutoCAD SHX Text 1190.47

AutoCAD SHX Text F

AutoCAD SHX Text 1141.19

AutoCAD SHX Text 1137.30

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AutoCAD SHX Text C

AutoCAD SHX Text 1130.97

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AutoCAD SHX Text 1152.58

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AutoCAD SHX Text 1151.94

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AutoCAD SHX Text 1125.35

AutoCAD SHX Text 1125.24

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AutoCAD SHX Text 1146.16

AutoCAD SHX Text 1145.27

AutoCAD SHX Text 1146.42

AutoCAD SHX Text 1148.02

AutoCAD SHX Text 1148.08

AutoCAD SHX Text 1148.05

AutoCAD SHX Text 1146.88

AutoCAD SHX Text 1121.77

AutoCAD SHX Text 1121.57

AutoCAD SHX Text 1122.84

AutoCAD SHX Text 1125.89

AutoCAD SHX Text 1126.08

AutoCAD SHX Text

TBM 1

AutoCAD SHX Text

TBM 2

AutoCAD SHX Text 1132.65

AutoCAD SHX Text C

AutoCAD SHX Text

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PRIME CONSULTANT

S-201

SAN

SAN SAN

E E

GAS

EEEEEE

LODGE

LOW

LOWLOW

LOW

1141.5

1141.6

1140.5± M.E.

1149.8± M.E.

1142.0 1143.0

1150.9

1150.3

1151.1

1151.0

1150.6

1150.8

1150.4

1143.82

1147.1

1147.2

LOW

ROSTRUM

SWALE (FLOW DIRECTION)

EXISTING GRADE CONTOUR

NEW GRADE CONTOUR

SEDIMENT LOG FENCE

LIMITS OF WORKLOW

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

ACM LMR

November 18, 2022

Bid Documents - Issued for Construction

NOTES

NOT TO SCALE

KEY

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

GRADING PLAN

CG-101

GRADING PLAN (POW/MIA FLAG PLAZA & CSS)

1:10 0 5 10 20 30

GRADING PLAN (FLAGSTONE SIDEWALK)

1:10 0 5 10 20 30

KEYNOTES

MEET AND MATCH SIDEWALK ELEVATION TO ELEVATION AT

EDGE OF STOOP (SEE 3/AE-305).

02 MATCH EXISTING CONCRETE EDGE ELEVATIONS.

1. ALL GRADING SHALL FEATHER INTO ADJACENT GRADE

UNIFORMLY. ESTABLISH POSITIVE DRAINAGE IN AREAS WITH

ALTERED GRADING.

2. ALL EARTH DISTURBED DURING GRADING SHALL BE FINISH

GRADED, REPAIRED WITH TOPSOIL, AND SOD

MAINTAINED/REPLACED IN ACCORDANCE WITH 32 90 00

AND THE ESTABLISHED PLANT SCHEDULE.

AutoCAD SHX Text

AutoCAD SHX Text 1147.74

AutoCAD SHX Text 1147.69

AutoCAD SHX Text 1148.45

AutoCAD SHX Text 1149.22

AutoCAD SHX Text 1150.49

AutoCAD SHX Text 1150.78

AutoCAD SHX Text 1150.47

AutoCAD SHX Text 1150.51

AutoCAD SHX Text 1146.79

AutoCAD SHX Text 1147.25

AutoCAD SHX Text 1145.78

AutoCAD SHX Text F

AutoCAD SHX Text C

AutoCAD SHX Text 1130.54

AutoCAD SHX Text 1130.97

AutoCAD SHX Text 1130.93

AutoCAD SHX Text 1130.07

AutoCAD SHX Text 1141.67

AutoCAD SHX Text 1143.03

AutoCAD SHX Text 1143.69

AutoCAD SHX Text 1146.15

AutoCAD SHX Text 1146.33

AutoCAD SHX Text 1142.31

AutoCAD SHX Text 1142.99

AutoCAD SHX Text 1143.89

AutoCAD SHX Text 1145.84

AutoCAD SHX Text 1146.34

AutoCAD SHX Text W

AutoCAD SHX Text G

AutoCAD SHX Text 1150.59

AutoCAD SHX Text 1150.52

AutoCAD SHX Text 1150.30

AutoCAD SHX Text C

AutoCAD SHX Text 1145.27

AutoCAD SHX Text 1146.42

AutoCAD SHX Text 1148.02

AutoCAD SHX Text 1148.08

AutoCAD SHX Text 1148.05

AutoCAD SHX Text 1156.90

AutoCAD SHX Text 1156.95

AutoCAD SHX Text 1152.22

AutoCAD SHX Text 1148.10

AutoCAD SHX Text 1146.11

AutoCAD SHX Text 1142.78

AutoCAD SHX Text 1137.83

AutoCAD SHX Text 1133.40

AutoCAD SHX Text 1137.94

AutoCAD SHX Text 1133.85

AutoCAD SHX Text 1141.16

AutoCAD SHX Text 1149.15

AutoCAD SHX Text 1146.04

AutoCAD SHX Text

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 1193.0

AutoCAD SHX Text 1193.1

AutoCAD SHX Text 1192.69

AutoCAD SHX Text 1189.82

AutoCAD SHX Text 1189.61

AutoCAD SHX Text 1189.45

AutoCAD SHX Text 1189.77

AutoCAD SHX Text 1189.84

AutoCAD SHX Text 1192.16

AutoCAD SHX Text 1192.20

AutoCAD SHX Text 1192.03

AutoCAD SHX Text 1192.07

AutoCAD SHX Text 1190.50

AutoCAD SHX Text 1190.47

AutoCAD SHX Text 1190.30

AutoCAD SHX Text 1189.99

AutoCAD SHX Text 1189.87

AutoCAD SHX Text 1190.17

AutoCAD SHX Text 1190.30

AutoCAD SHX Text 1189.92

AutoCAD SHX Text 1189.97

AutoCAD SHX Text 1189.99

AutoCAD SHX Text 1189.74

AutoCAD SHX Text 1187.26

AutoCAD SHX Text 1190.57

AutoCAD SHX Text 1190.67

AutoCAD SHX Text 1191.19

AutoCAD SHX Text 1191.18

AutoCAD SHX Text 1191.92

AutoCAD SHX Text 1191.98

AutoCAD SHX Text 1191.42

AutoCAD SHX Text 1191.73

AutoCAD SHX Text 1192.43

AutoCAD SHX Text 1192.53

AutoCAD SHX Text 1192.78

AutoCAD SHX Text 1192.77

AutoCAD SHX Text 1192.95

AutoCAD SHX Text 1192.82

AutoCAD SHX Text 1190.37

AutoCAD SHX Text 1190.19

AutoCAD SHX Text 1187.71

AutoCAD SHX Text 1192.8

AutoCAD SHX Text 1190.1

AutoCAD SHX Text 1190.4

AutoCAD SHX Text 1192.1

AutoCAD SHX Text 1190.6

AutoCAD SHX Text 1192.7

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PRIME CONSULTANT

3'-0"

TAPER

BARRIER CATCH

OR SPILL CURB

3'-0"

TAPER

BARRIER CATCH

OR SPILL CURB

(REFER TO LANDSCAPE PLANS FOR DIMENSION)

PLAN VIEW FLUSH CURB

CURB NOTES:

1. LOCATION OF CATCH AND SPILL CURB ARE SPECIFIED ON PLAN

DRAWINGS.

2. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A

MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AIR

ENTRAINED.

3. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 10', AND

MAXIMUM SPACING FOR EXPANSION JOINTS SHALL BE 40'.

CUT EJ MATERIAL TO FIT AROUND DOWELS. DOWELS SHALL

BE CONTINUOUS ACROSS EXPANSION JOINTS.

4. 1/2" THICK EXPANSION JOINTS SHALL BE LOCATED AT

TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND AT A

MAXIMUM OF 40' INTERVALS. EXPANSION MATERIAL SHALL

ALSO BE PLACED BETWEEN CURBS AND ADJACENT

STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB RAMPS. THE

1/2" JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE

CONCRETE.

5. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL

FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE

LENGTH OF THE CURB OR CURB AND GUTTER.

6. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS

OR MAY BE SLIP FORMED.

7. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE

FINISHED WITH A TOOL HAVING A 1/4" RADIUS UNLESS A

LARGER RADIUS IS INDICATED BY THE APPLICABLE STANDARD

DETAIL OR PROJECT PLANS.

8. NEAT VERTICAL SAWCUT IS REQUIRED BETWEEN ALL CURB TO

REMAIN AND CURB TO BE REPLACED

MATCH ROADWAY

2'-0"4000 PSI AIR

ENTRAINED CONCRETE

(2) #4 REBARS, CONT.

(GREEN EPOXY-COATED)

ROADWAY

1" RADIUS

2" RADIUS

BARRIER CURB

SCALE: 1" = 1'-0"

& GUTTER

NOTE:

DIMENSIONS NOMINAL, MATCH EXISTING CURB

2A FLUSH CURB & GUTTER

SCALE: 1" = 1'-0"

2'-0"4000 PSI AIR

ENTRAINED CONCRETE

(2) #4 REBARS, CONT.

(GREEN EPOXY-COATED)

FLUSH CURB

1 FLUSH CURB AND TAPER

SCALE: 1" = 1'-0"

TOP OF BARRIER

CURB

1/2" BITUMINOUS

JOINT FILLER

6" M

PAVEMENT

SURFACE

6 TO 1 (MAX.)

3'-0"

TAPER

(REFER TO LANDSCAPE PLANS FOR DIMENSION)

6 TO 1 (MAX.)

3'-0"

TAPER

TOP OF BARRIER

CURB

FLUSH CURB

1/2" BITUMINOUS

JOINT FILLER ELEVATION VIEW

FEATHER IN FLUSH

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

ACM LMR

November 18, 2022

Bid Documents - Issued for Construction

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

PAVING DETAILS

CP-101

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

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AutoCAD SHX Text V

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AutoCAD SHX Text T

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PRIME CONSULTANT

CU-101

EXISTING MANHOLE

COVER AND SLAB TO

BE REMOVED

EXISTING PUMP

TO BE REMOVED

EXISTING 6" VALVE

TO REMAIN

EXISTING MANHOLE

COVER AND SLAB TO

BE REMOVED

EXISTING PUMP TO

BE REMOVED

EXISTING PIPE & VALVE TO

REMAIN IN SERVICE. BRACE

PIPE DURING DEMOLITION

CUT & CAP

24" CASTING

GROUT SOLID

REQUIRED BASE,

CAST IN PLACE

4'-0" I.D.

5'-0" O.D.

PRECAST

CONCRETE

VAULT

COMPACTED

CRUSHED STONE,

6" MIN.

2" DEEP

PERIMETER

RECESS

#5 BAR @ 6" E.W.

PIPE CRADLE

EX. PIPE

24" CASTING

4'-0" I.D.

COMPACTED

CRUSHED STONE,

6" MIN.

COMPACTED

GRANULAR

BEDDING

COMPACTED

BACKFILL

#5 BAR @ 6" E.W.

FORM PIPE CRADLE

SUPPORTS IN BASE

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

LODGE REHABILITATION, NEW

RESTROOMS, COMMITTAL SHELTER,

MISCELLANEOUS REPAIR ITEMS

MARIETTA NATIONAL CEMETERY

859CM3021

ACM LMR

November 18, 2022

Bid Documents - Issued for Construction

1011 N. CAUSEWAY BLVD., STE 19

MANDEVILLE, LA 70471

ALAL

Engineering

PRINCIPPRINCIP

UTILITY PLAN & DETAILS

CU-101

VAULT DEMOLITION PLAN

SCALE: 3/4" = 1'-0"2

VAULT DEMOLITION SECTION

SCALE: 3/4" = 1'-0"

REQUIRED DOGHOUSE VAULT

1-1/2" = 1'-0"

EXISTING VAULT EXTERIOR VIEW

SCALE: N.T.S.

EXISTING

HOUSING AND

SLAB TO BE

DEMOLISHED

EXISTING VAULT INTERIOR VIEW

SCALE: N.T.S.

EXISTING PUMP &

EQUIPMENT TO BE

REMOVED

CUT & CAP

EXISTING SMALL

DIAMETER PIPE

EXISTING PIPE & VALVE

TO REMAIN

CU-101

REQUIRED DOGHOUSE VAULT SECTION

1-1/2" = 1'-0"

AutoCAD SHX Text U

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text F

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AutoCAD SHX Text C

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PRIME CONSULTANT

Sheets and Views

CE-101

Sheets and Views

CE-201

Sheets and Views

CD-101

Sheets and Views

CG-101

Sheets and Views

CP-101

Sheets and Views

CU-101

File details come from the government source that posted it. Updated Jun 13, 2023.