Attachment E - Drawings for Sample Task Order (2 of 5).pdf

PDF 10 MB Posted Oct 18, 2022

Attached to: Cost Estimating Services for ROKFC In-Kind Program Contracts Federal contract opportunity
Solicitation number: W912UM23R0002
Issued by: Department of the Army Corps of Engineers Engineering District Far East

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Other files for this federal contract opportunity

Other files attached to Cost Estimating Services for ROKFC In-Kind Program Contracts, newest first.
File	Type	Posted
Amendment W912UM-23-R-0002-0001.pdf	PDF	Nov 16, 2022
Attachment D - Price Table for the Sample Task Order (Revised thru Amendment 0001).xlsx	XLSX spreadsheet	Nov 16, 2022
Attachment E - Drawings for Sample Task Order (3 of 5).pdf	PDF	Oct 18, 2022
Attachment E - Drawings for Sample Task Order (1 of 5).pdf	PDF	Oct 18, 2022
Attachment D - Price Table for the Sample Task Order.xlsx	XLSX spreadsheet	Oct 18, 2022
Attachment B - Key Personnel Resume Form.docx	DOCX document	Oct 18, 2022
Solicitation W912UM-23-R-0002.pdf	PDF	Oct 18, 2022
Attachment E - Drawings for Sample Task Order (5 of 5).pdf	PDF	Oct 18, 2022
Attachment E - Drawings for Sample Task Order (4 of 5).pdf	PDF	Oct 18, 2022
Attachment C - PWS for the Sample Task Order.pdf	PDF	Oct 18, 2022
Attachment A - Price Table (Basic IDIQ).xlsx	XLSX spreadsheet	Oct 18, 2022

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C H

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SHEET ID

US Army Corps of Engineers

U .S

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UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 2/28/2021 5:08:57 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--B-601

100% CONSTRUCTION DOCUMENTS

C K

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B-602

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O G

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E, K O

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N O

C R

O N

D B

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N O

B Y:

D R

B Y:

E D

3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

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UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 2/28/2021 5:08:57 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--B-601

100% CONSTRUCTION DOCUMENTS

C K

-6 -9

-2

--B -6

W G

B-603

G L

O G S

O F

D . H

GWCP

SHED

EFEL 24.61

EFEL 24.57

SHED

D D

C/O CO

W W

PMS

C/O CO

20.50

5 21 .0

21.50

21.75

26.0025.7525.50 25.2525.0025.00 24.50

.25

0 24 .2

25.00 24.75

24.50

SF SF

SF SF SF SF SF

SF SF

DEMOLISH

RETAINING WALL

INLET PROTECTION

(TYP)

REMOVE TREE

(TYP OF 6)

REMOVE AND RESET

EXISTING CURB TO

THE MAXIMUM

EXTENT PRACTICAL

CLEAR

AND GRUB

DEMOLISH PAVEMENT,

CURB, AND SIDEWALK

CONSTRUCTION

ENTRANCE

PROTECT AND

MAINTAIN

RETAINING WALL

DEMOLISH PAVEMENT,

CURB AND SIDEWALK

PERIMETER

EROSION CONTROL

LIMIT OF WORK

PROTECT AND MAINTAIN

EXISTING STRUCTURE

PROTECT AND

MAINTAIN EXISTING

STRUCTURE

PROTECT AND

MAINTAIN EXISTING

STRUCTURE

REMOVE AND RESET

EXISTING CURB

DEMOLISH PAVEMENT

AND SIDEWALK

TRANSPLANT

TREE (TYP OF 19)

(SEE NOTE 2)

C H

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N O

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B Y:

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SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

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R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 4/29/2021 3:24:13 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--CD101

100% CONSTRUCTION DOCUMENTS

GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

C K

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CD-101

D . H

O G

AN1. THIS DEMOLITION PLAN IS BASED ON THE FACILITIES SHOWN.

THIS DEMOLITION PLAN MAY NOT SPECIFICALLY IDENTIFY

ALL STRUCTURES OR UNDERGROUND UTILITIES WITHIN THE

LIMIT OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR THE

DEMOLITION OF ALL STRUCTURES AS NECESSARY FOR THE

CONSTRUCTION OF THE PROPOSED WORK.

2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER A

MINIMUM OF 30 DAYS BEFORE TREE REMOVAL. TREES

IDENTIFIED FOR TRANSPLANT SHALL BE EXCAVATED AND

PROVIDED TO THE OWNER FOR RELOCATION. TREE

REMOVAL SHALL INCLUDE REMOVAL OF ROOTS.

3. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF

ADJACENT FACILITIES SHALL BE KEPT TO A MINIMUM.

CONTRACTOR SHALL COORDINATE WITH AFFECTED

AGENCIES AND PARTIES VIA THE CONTRACTING OFFICER A

MINIMUM OF 30 DAYS BEFORE BEGINNING CONSTRUCTION

ACTIVITIES THAT WILL CAUSE INTERRUPTION.

4. THE CONTRACTOR SHALL SUPPLY AN EROSION CONTROL

PLAN AND EROSION CONTROL FACILITIES IN ACCORDANCE

WITH SPECIFICATION 01 57 19.

5. PROTECT AND MAINTAIN ALL UNDERGROUND UTILITIES NOT

SCHEDULED FOR DEMOLITION.

6. SEE ED-101 FOR ALL ELECTRICAL DEMOLITION.

SHEET NOTES

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SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 2/28/2021 5:07:30 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--CD501

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15 m (MIN)3 m m m

3 m

15 m (MIN)

SCALE =

STABILIZED CONSTRUCTION ENTRANCE

NONEA2

PROFILE

SCALE = NONE

PLAN

SCALE = NONE

SCALE =

MATERIAL STOCKPILE

NONEE2

STOCKPILED MATERIAL

EROSION CONTROL PLACED TIGHTLY TOGETHER

AROUND MATERIAL TO ELIMINATE GAPS (SEE NOTE 1)

NOTES:

1. ALL CONSTRUCTION MATERIAL STORED OR STOCKPILED ON SITE SHALL BE CONTAINED WITH APPROVED MEASURES TO PREVENT TRANSPORT OF SEDIMENT BY THE FORCE OF WIND OR WATER TO THE STORM DRAIN COLLECTION SYSTEM.

2. ALL STOCKPILE LOCATIONS SHALL BE INCLUDED IN THE DETAILED EROSION CONTROL PLANS SUBMITTED BY CONTRACTOR AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLING THE MATERIAL.

EXISTING PAVEMENT

300 mm TALL X 1000 mm

WIDE MOUNTABLE BERM

WASHED ANGULAR STONE

PER SPECIFICATION 31 00 00

EXISTING GRADE

WASHED ANGULAR STONE

PER SPECIFICATION 31 00 00

300 mm TALL X 1000 mm

WIDE MOUNTABLE BERM

NOTES:

1. PROVIDE AT LEAST ONE STABILIZED CONSTRUCTION ENTRANCE. VERIFY LOCATION IN FIELD WITH CONTRACTING OFFICER

PRIOR TO CONSTRUCTION.

2. WIDTH SHALL BE 9m MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS OF INGRESS/EGRESS.

3. SURFACE WATER SHOULD BE DIVERTED AWAY FROM CONSTRUCTION ENTRANCES. WHERE FLOW TOWARD CONSTRUCTION ENTRANCE IS UNAVOIDABLE, IT SHALL BE PIPED ACROSS THE ENTRANCE. A MOUNTABLE BERM WITH A 5H:1V SLOPE SHALL BE CONSTRUCTED TO PREVENT OVERLAND FLOW ONTO THE CONSTRUCTION SITE. IF A DRAIN PIPE IS REQUIRED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SELECT AND INSTALL A PIPE OF SUFFICIENT SIZE AND DURABILITY TO SUPPORT THE

CONSTRUCTION EQUIPMENT UTILIZED WHILE PERFORMING AS REQUIRED.

4. THE ENTRANCE SHALL BE MAINTAINED IN CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROAD. THIS MAY REQUIRE PERIODIC RAKING OR REPLACEMENT OF TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REMOVAL OF ANY TRAP SEDIMENT. SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC ROAD SHALL BE REMOVED IMMEDIATELY AND ACTION TAKEN TO PREVENT SIMILAR ISSUES IN THE FUTURE.

5. WHEELS SHALL BE CLEANED OF SEDIMENT PRIOR TO EXIT FROM CONSTRUCTION SITE. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE, WHICH DRAINS INTO A CONTRACTING OFFICER APPROVED SEDIMENT TRAPPING DEVICE. SEDIMENT TRAPS AND STONE DRIVEWAYS SHOULD BE MAINTAINED WHEN 2/3 FILLED WITH SEDIMENT.

6. REGULAR INSPECTION AND MAINTENANCE SHALL BE PROVIDED AS REQUIRED .

EDGE OF PAVEMENT

PAVED SURFACE

1.8 m MAX

FILTER FABRIC

STEEL OR WOOD POST

FILTER FABRIC

C H

BACKFILLED AND COMPACTED SOIL130

STEEL OR WOOD POST

L O

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O O

D P

D R

G R

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N D

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U N

D (M

SCALE =

SILT FENCE

NONEB8

NOTES:

1. SILT FENCE IS A MEANS OF TEMPORARY PERIMETER EROSION CONTROL WHERE SURFACE TREATMENT ALLOWS EMBEDDING TO SECURING EROSION CONTROL. DETAIL PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL SELECT

LOCALLY SOURCED MATERIALS.

2. FILTER FABRIC SHALL BE 1120 WIDE AND AS SPECIFIED IN SPECIFICATION 01 57 19.

3. POSTS:

a. WOOD POST SHALL BE 1.8m IN LENGTH AND 75 SQUARE.

b. STEEL POST SHALL CONFORM TO ASTM-702 FOR T-TYPE POST WITH NOMINAL WEIGHT OF 1.86 kg/m AND BE 1.8m IN

LENGTH AND ALLOW FOR SILT FENCE WIRE TIE CONNECTION.

4. SUPPORT POSTS SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE SILT FENCE (DOWNSTREAM FROM EXPECTED

FLOWS).

SECTION

SCALE = NONE

PROFILE

SCALE = NONE

STAPLE

STAPLE 300 O.C. WOOD POSTS

STEEL POSTS4 DIA FENCE WIRE

TIE 300 O.C.

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CD-501

N D

O F

. H O

FLOW

FILTER FABRIC

PLAN

SCALE = NONE

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D R

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SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 2/28/2021 5:07:30 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--CD501

100% CONSTRUCTION DOCUMENTS

C K

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D W

CD-502

N D

O F

. H O

NOTES:

1. STRAW BALES SHALL BE PLACED IN A ROW WITH THE ENDS

TIGHTLY ABUTTING THE ADJACENT STRAW BALES.

2. STRAW BALES SHALL BE SECURELY ANCHORED IN PLACE BY 50

X 50 STAKES DRIVEN THROUGH THE STRAW BALES A MINIMUM

OF 200 INTO SUBGRADE. THE FIRST STAKE IN EACH STRAW BALE

SHALL BE ANGLED TOWARD PREVIOUSLY LAID STRAW BALE TO

FORCE BALES TOGETHER.

3. INSPECTION SHALL BE DAILY AND REPAIR OR REPLACEMENT

SHALL BE MADE PROMPTLY AS NEEDED.

CATCH BASIN FRAME

AND GRATE

PRIOR TO CONSTRUCTION, PLACE

STRAW BALES STAKED WITH 2

STAKES PER BALE AROUND ALL

CATCH BASIN GRATES TO TRAP

SEDIMENT UNTIL AREA DRAINING

TO DRAIN INLET IS STABILIZED

PLAN

SECTION

FINISHED

GRADE/TURF

INSTALL SEDIMENT SACK

PRIOR TO CONSTRUCTION

AND MAINTAIN

SCALE =

INLET PROTECTION

NTSD1

GWCP

FAN C

N C

C O

N C

SHED

EFEL 24.61

EFEL 24.57

SHED

C/O CO

W W

EMH

TOP 23.78

AC PAVED

AC ROAD

TRASH

EMH

TOP 22.48

EMH

TOP 24.61

EMH

TOP 23.31

EMH

TOP 24.45

EMH

TOP 27.28

PMS

C/O CO

ALABAM

A R

ELECTRICAL

POLE H1

LIMIT OF WORK

TO PM SWITCH S -H/G TIE1

EXISTING CONDUIT

TO REMAIN

SWITCH S-H/A TIE 2

REMOVE CONDUITS

WITHIN PROJECT LIMIT.

REMOVE CONDUCTORS

BACK TO SWITCH,

LOCATED ON OTHER

SIDE OF THE STREET.

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US Army Corps of Engineers Far East District

U .S

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 6/7/2021 3:34:39 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--ED101

100% CONSTRUCTION DOCUMENTS

GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

G . K

C K

-6 -9

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--E D

D W

ED-101

D . H

O G

1. PROTECT AND MAINTAIN ALL UNDERGROUND UTILITIES NOT

SCHEDULED FOR DEMOLITION.

2. SEE CD-101 FOR ALL SITE DEMOLITION.

3. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF

ADJACENT FACILITIES SHALL BE KEPT TO A MINIMUM.

CONTRACTOR SHALL COORDINATE WITH AFFECTED

AGENCIES AND PARTIES VIA THE CONTRACTING OFFICER A

MINIMUM OF 30 DAYS BEFORE BEGINNING CONSTRUCTION

ACTIVITIES THAT WILL CAUSE INTERRUPTION.

SHEET NOTES

DEMOLITION NOTES

DISCONNECT AND REMOVE 15KV CONDUCTORS FROM PAD

MOUNTED SWITCH S-H/A TIE2 TO PAD MOUNTED SWITCH S-H/G

TIE1.

REMOVE EXISTING CONDUIT FROM PAD MOUNTED SWITCH

S-H/A TIE1 TO LOCATION OF PROPOSED ELECTRICAL MANHOLE

AS INDICATED ON XE-101.

ELECTRIC MANHOLE TO BE REMOVED.3

5 DISCONNECT 15KV CONDUCTORS, REMOVE

CONDUITS/CONDUCTORS AS INDICATED.

DISCONNECT 15KV CONDUCTORS AT PAD MOUNTED SWITCH

S-H/A TIE2 AND REMOVE SWITCH. PAD TO REMAIN FOR NEW

SWITCH.

FAN

C O

N C

C O

N C

SHED

EFEL 24.61

EFEL 24.57

SHED

D D

C/O CO

AC PAVED

AC ROAD

TRASH

PMS

C/O CO

ALABAM

A R

G G

PROPOSED FITNESS

CENTER

FIRE DEPARTMENT

CONNECTION

HOUSE KEEPING PAD

(SEE E1/ XS-501)

60° PARKING STALL (TYP)

LIMIT OF WORK

TRASH

ENCLOSURE

ACCESSIBLE

PARKING AND

SIGN R7-8 AND

DP-6P

PARKING STALL (TYP)

STOP BAR AND

SIGN R1-1

DRAIN MANHOLE (TYP)

CONCRETE SIDEWALK (TYP)

ACCESSIBLE

CURB RAMP AND

LANDINGS (TYP)

CONCRETE CURB (TYP)

SEWER MANHOLE (TYP)

ELECTRICAL HANDHOLE

(SEE ELECTRICAL DRAWINGS)

CMU BLOCK WALL

(SEE D9/ S-506,

AND S-511-512)

PAVEMENT(TYP)

RETAINING WALL

(SEE E6/ XS-501)

LOAM AND SEED (TYP)

LOADING ZONE

CANOPY (SEE

ARCHITECHTURAL DRAWINGS)

FLUSH CURB INLET

CURB TRANSITION (TYP)

LIGHT POLE (TYP)

FIRE HYDRANT (TYP)

FLUSH CURB (TYP)

CROSS WALK

COURSE GRADED

CRUSHED AGREGATE

FFE: 22.00

AREA DRAIN (TYP)

GAS METER

(SEE PLUMBING DRAWINGS)

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D R

B Y:

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SHEET ID

US Army Corps of Engineers

U .S

. A R

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C O

O F

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ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 5/11/2021 11:56:05 AM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--C-101

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GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

C K 13

-2

--C

-1

.D W

C-101

D . H

C H

R O

O R

O U

G H

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T D

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- A

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, E

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N O

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O N

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N O

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D R

B Y:

E D

3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 6/7/2021 1:36:54 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--C-501

100% CONSTRUCTION DOCUMENTS

WIDTH

SCALE =

TYPICAL PARKING LOT SIGN

NTSE7

STOP

SCALE =

SIGN POST INSTALLATION

NTSE1

SIGN TO BE PER SITE PLAN AND DETAILS

SIGN POST FOUNDATION

(SEE DETAIL A7 THIS SHEET)

FINISH GRADE

EDGE OF PAVEMENT

POSITION SIGN 1800 mm

FROM EDGE OF PAVEMENT

SECOND SIGN (WHEN PRESENT)

SIGN POST FOUNDATION

(SEE DETAIL A7 THIS SHEET)

SCALE =

SIGN POST FOUNDATION

NTSA7

300 SQ

FINISH GRADE

D50 GALVANIZED STEEL

PIPE POST

NOTES:

1. POST PIPES SHALL BE 50 Ø HOT-DIP GALVANIZED STEEL PIPE. ALL POSTS SHALL HAVE

ADEQUATE LENGTH TO MEET THE REQUIRED SIGN PANEL MOUNTING HEIGHTS. NO SPLICES WILL

BE ALLOWED IN SIGN POSTS.

TYPICAL SIGN

SCALE =

REGULATORY SIGNS

NTSA1

RESERVED

PARKING

R1-1 R7-8

STOP

SIGN NUMBER DESCRIPTION SHAPE WIDTH X LENGTH

R1-1 STOP SIGN OCTAGONAL 750 mm X 750 mm

R7-8 ACCESSIBLE PARKING RECTANGLE 300 mm X 150 mm

DP-6P VAN ACCESSIBLE RECTANGLE 75 mm X 150 mm

REGULATORY SIGNS

NOTES:

1. FOR SIGN LOCATIONS SEE C-101. INDICATED SIGN LOCATIONS MAY BE FIELD ADJUSTED WITH PRIOR APPROVAL OF THE CONTRACTING OFFICER.

2. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE "ROAD ACT BY KOREAN MINISTRY OF LAND, INFRASTRUCTURE AND TRANSPORTATION" (MOLIT) OR CONTRACTING OFFICER APPROVED EQUIVALENT OF EXISTING BASE SIGNS. INFORMATION SIGNS SHALL FOLLOW MOLIT GENERAL GUIDANCE FOR LETTERING AND FORMAT WHILE INCORPORATING THE SPECIFIC MESSAGE REQUIREMENTS INDICATED.

3. ALL SIGNS SHALL BE FABRICATED IN ACCORDANCE WITH SPECIFICATION 10 14 53- TRAFFIC SIGNS.

DP-6P

SIGN POST (SEE NOTE 1)

정지

-6 -9

-2

--C -5

W G

C-501

O F

. H O

VAN

ACCESSIBLE정지

CONCRETE FOUNDATION

27 MPa

D10 STEEL BAR WELDED

TO POST

C H

R O

O R

O U

G H

, M A

T D

U N

- A

U N

T D

N A

E, K O

U M

M C

, E

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N O

C R

O N

D B

C O

N O

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D R

B Y:

E D

3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 6/7/2021 1:36:54 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--C-501

100% CONSTRUCTION DOCUMENTS

SEE PLANS

NOTES:

1. CONTRACTION JOINTS SHALL BE SPACED IN INTERVALS EQUAL TO THE SIDEWALK WIDTH.

2. EXPANSION JOINTS SHALL REPLACE EVERY THIRD CONTROL JOINT BUT NOT GREATER THAN 15 METER INTERVALS.

3. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION AND CONTROL JOINTS ONLY.

SCALE =

CONCRETE SIDEWALK

NTSE1

COMPACTED GRADED CRUSHED AGGREGATE BASE COURSE

SUBGRADE SHALL BE UNDISTURBED NATIVE MATERIAL OR MINIMUM

150 OF COMPACTED (95%) SUBGRADE CONSISTING OF SUITABLE

SELECT GRANULAR MATERIAL WHERE FILL IS REQUIRED.

PORTLAND CEMENT CONCRETE

PER SPECIFICATION 32 16 19

100 X100 MW9 WELDED WIRE FABRIC

1.5% CROSS SLOPE (TYP)

12 R

SCALE =

CONCRETE CURB

NTSE7

SCALE =

EXPANSION JOINT

NTSA1

JOINT SEALANT

JOINT FILLER

NOTES:

1. PROVIDE EXPANSION JOINTS AT MAXIMUM 15m INTERVALS FOR

STRAIGHT SECTIONS AND AT ALL RETURNS OF WALKS, AND

WHERE WALKS ABUT OTHER STRUCTURES.

SCALE =

CONTRACTION JOINT

NTSA4

150 (TYP)

-6 -9

-2

--C -5

W G

C-502

O F

. H O

N O

NOTES:

1. TRAVERSE CONTRACT JOINTS SHALL BE SPACED SO THAT THE RATIO OF SLAB LENGTH

TO WIDTH WILL NOT EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL BE AT

LEAST ONE FORTH OF THE SIDEWALK SLAB THICKNESS AND NOT LESS THAN THE

MAXIMUM NOMINAL SIZE OF THE AGGREGATE USED.

SCALE =

CONCRETE CURB AND SIDEWALK

NTSA7

NOTES:

1. USE CONCRETE CURB AND SIDEWALK DETAIL WHERE CURB IS ADJACENT TO

SIDEWALK. USE CONCRETE CURB DETAIL WHERE CURB IS ADJACENT TO LANDSCAPE.

12 R TOOLED EDGE

16 BARS

BITUMINOUS PAVEMENT

BITUMINOUS

PAVEMENT

(SEE DETAIL)

CAST-IN-PLACE CONCRETE CURB

12 R

COMPACTED AGGREGATE BASE COURSE

175 200

FINISH GRADE

C H

R O

O R

O U

G H

, M A

T D

U N

- A

U N

T D

N A

E, K O

U M

M C

, E

T C

S C

N O

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

3 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

ALL DIMENSIONS AND/OR DIMENSIONS

SHOWN IN CALLOUTS/NOTES ARE IN

MILLIMETERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 6/7/2021 1:36:54 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--C-501

100% CONSTRUCTION DOCUMENTS

40-60

50% TO 60% OF

BASE DIAMETER

25-35

-6

SCALE =C-503

F7 SECTION

NTS

C-503 F7

EDGE OF PAVEMENT

BASE COURSE

(SEE SIDEWALK DETAIL C-502)

DETECTABLE WARNING PANEL

1.5% MAX SLOPE

SCALE =C-503

F1 SECTION

NTS

SCALE =

ACCESSIBLE CURB RAMP

NTSA1

SCALE =

DETECTABLE WARNING PANEL

NTSD7

-6 -9

-2

--C -5

W G

C-503

O F

. H O

NOTES:

1. THE MAXIMUM ALLOWABLE SIDEWALK AND CURB RAMP CROSS SLOPES SHALL BE 1.5% (1% MIN.).

2. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE ROUTES EXCLUDING CURB RAMPS SHALL BE 5%.

3. THE MAXIMUM ALLOWABLE SLOPE OF ACCESSIBLE CURB RAMPS SHALL BE 7.5%.

4. A MINIMUM OF 900 CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E., HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.)

5. EDGE OF PAVEMENT SHALL BE GRADED TO PREVENT PONDING.

FLUSH CURB

CONCRETE SIDEWALK

(SEE DETAIL C-502)

TRANSITION

CURB

SCALE =

SIDEWALK/ STRUCTURE INTERFACE

NTSA7

150mm BEYOND DOOR

SWING ALL DIRECTIONS

EXPANSION JOINT

(SEE DETAIL

A1/C-502)

STRUCTURE

1800 (MIN)

1.5

ACCESSIBLE ROUTE

(SEE NOTES 1 AND 2)

ACCESSIBLE

CURB RAMP

FLUSH CURB DETECTABLE

WARNING PANEL

C-503 F1

1.5

General

G-001 - COVER SHEET

G-011 - INDEX OF DRAWINGS - SHEET 1 OF 2

G-012 - INDEX OF DRAWINGS - SHEET 2 OF 2

G-021 - STANDARD LEGENDS AND SYMBOLOGY

G-031 - STANDARD ABBREVIATIONS

Site Design

General

G-051 - CIVIL GENERAL NOTES

G-061 - CIVIL LEGEND

G-101 - LOCATION PLAN

Existing Conditions

EC-101 - EXISTING CONDITIONS PLAN

Geotechnical

B-601 - BORING LOGS - SHEET 1 OF 3

B-602 - BORING LOGS - SHEET 2 OF 3

B-603 - BORING LOGS - SHEET 3 OF 3

Civil Demolition

CD-101 - DEMOLITION PLAN 101

CD-501 - DEMOLITION DETAILS - SHEET 1 OF 2

CD-502 - DEMOLITION DETAILS - SHEET 2 OF 2

Electrical Demolition

ED-101 - ELECTRICAL DEMOLITION PLAN 101

Civil Site

C-101 - SITE PLAN 101

C-501 - CIVIL DETAILS - SHEET 1 OF 6

C-502 - CIVIL DETAILS - SHEET 2 OF 6

C-503 - CIVIL DETAILS - SHEET 3 OF 6

File details come from the government source that posted it. Updated Oct 18, 2022.