Attachment E - Drawings for Sample Task Order (3 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 (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 E - Drawings for Sample Task Order (2 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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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

-6 -9

-2

--C -5

W G

C-504

O F

. H O

SCALE =

BITUMINOUS PAVEMENT

NTSA1

0 500

SCALE =

NEW/EXISTING PAVEMENT JOINT

NTSA6

NOTES:

1. PROVIDE PRIME COAT IF THE AGGREGATE BASE COURSE IS EXPOSED FOR GREATER THAN 7

DAYS OR IF A STORM EVENT OCCURS PRIOR TO ASPHALT PLACEMENT.

2. PROVIDE TACK COAT BETWEEN BOTTOM COURSE AND TOP COURSE OF PAVEMENT IF PAVEMENT

IS INSTALLED IN MULTIPLE COURSES.

3. FOR THE DRAINAGE AND SEPARATION LAYERS, REFER TO THE UFC 3-250-01 FOR ADDITIONAL

REQUIREMENTS. CONSIDERING GROUNDWATER TABLE BENEATH THE PAVEMENT SECTION, THE

USE OF OPEN GRADED MATERIAL (OGM) FOR DRAINAGE LAYER IS RECOMMENDED. REFER TO

THE FED BASIC SPECIFICATION AND UFC MANUAL FOR THE REQUIREMENTS OF USING OGM.

SCALE =C-504

E5 SECTION

NTS

SCALE =

TRASH ENCLOSURE

NTSE1

2% S

NOTES:

1. CONTAINERS ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DIMENSIONS

ARE BASED ON MEASUREMENTS OF SIMILAR BASE CONTAINERS AND ARE

APPROXIMATE. CONTAINERS SHALL BE FURNISHED BY THE OWNER.

(TYP)

ASPHALT CONCRETE PER

SPECIFICATION 32 12 16

AGGREGATE BASE COURSE PER

SPECIFICATION 32 11 23 COMPACTED TO

100% OF MAXIMUM DENSITY

SUBGRADE SHALL BE SCARIFIED THEN

COMPACTED TO 95% MAXIMUM

DENSITY FOR A DEPTH OF 200 mm

PRIME COAT (SEE NOTE 1)

AGGREGATE SUBBASE COURSE PER

SPECIFICATION 32 11 20

EXISTING ASPHALT

CONCRETE

EXISTING BASE COURSE

SAWCUT AND APPLY

BITUMINOUS TACK COAT

EXISTING SUBBASE COURSE

NEW ASPHALT CONCRETE

PROPOSED BASE COURSE

AGGREGATE DRAINAGE COURSE PER

SPECIFICATION 32 11 23.23

AGGREGATE SEPARATION COURSE PER

SPECIFICATION 32 11 20

ADDITIONAL PROPOSED COURSES

(SEE BITUMINOUS PAVEMENT DETAIL)

EXTERIOR BRICK VENEER

(SEE SPECIFICATION 04 20 00)

FINISH GRADE

ANCHOR ASSEMBLY

CONCRETE HOUSEKEEPING PAD

(SEE E1/ XS-501)

CMU BLOCK WALL WITH

BRICK FACADE (SEE

CL-101 FOR LAYOUT AND

DIMENSIONS)

WASTE AND RECYCLING

CONTAINERS (SEE NOTE 1)

GRANITE CAPSTONE

TOOLED MORTAR JOINT

(TYPE S OR N)

REINFORCED CONCRETE

MASONRY UNIT (CMU)

WALL (SEE SA-511-512)

STEM WALL (SEE D9/SA-505

FOR FOUNDATION AND

REINFORCEMENT)

SCALE =C-504

E8 END SECTION

NTS

CAP FLASHING

EXTERIOR BRICK VENEER

(SEE SPECIFICATION 04 20 00)

TOOLED MORTAR JOINT

(TYPE S OR N)

REINFORCED CONCRETE

MASONRY UNIT (CMU)

WALL (SEE D6/ SA-511-512)

C-504 E8

C-504 E5

CAP ANCHOR DOWEL

C H

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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

-6 -9

-2

--C -5

W G

C-505

O F

. H O

SCALE =

TYPICAL PARKING STALL MARKING

NTSE1

2750 2750 3000

451000

(TYP)

EDGE OF PAVEMENT

SIGN R7-8 AND DP-6P

100 WHITE PAVEMENT

MARKING (TYP)

ACCESSIBLE PARKING

PAVEMENT MARKING

CENTERED IN PARKING

STALL (SEE A1/C-505)

R=130

93°

91°

(MIN)

SCALE =

ACCESSIBLE PARKING MARKING

NTSA1

305 130130

510 460

BLUE BACKGROUND PAVEMENT

PAINT

WHITE PAVEMENT MARKING

ALIGN WITH ENDS OF PARKING

STALL STRIPES

CENTERLINE OF PARKING STALL

SCALE =

STOP LINE AND CROSSWALK

NTSF5

111°

NOTE:

1. CONTRACTOR SHALL PROVIDE WATERBORNE PAVEMENT MARKINGS ON SITE IN

CONFORMANCE WITH SPECIFICATION 32 17 23. CONTRACTOR SHALL MATCH

EXISTING PAVEMENT MARKINGS STYLE AND DIMENSIONS ON BASE.

NOTE:

1. CONTRACTOR SHALL PROVIDE WATERBORNE PAVEMENT MARKINGS ON SITE IN

CONFORMANCE WITH SPECIFICATION 32 17 23.

REFLECTIVE WHITE

PAVEMENT MARKING

EDGE OF PAVEMENT (TYP)

WHITE REFLECTIVE

PAVEMENT MARKING

N E

SCALE =

LOADING ZONE

NTSA5

EDGE OF PAVEMENT

100 WHITE PAVEMENT

MARKING (TYP)

(TYP)

NOTE:

1. SEE CL-101 FOR LAYOUT AND DIMENSIONS.

2. CONTRACTOR SHALL PROVIDE WATERBORNE PAVEMENT MARKINGS ON SITE IN

CONFORMANCE WITH SPECIFICATION 32 17 23.

VAN

VAN60

C H

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C R

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C O

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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

-6 -9

-2

--C -5

W G

C-506

O F

. H O

SCALE =

FLUSH CURB INLET

NTSE1

CG-506

C-506 E6

600 (MIN) SEE PLANS

SEE PLANS

SCALE =C-506

E6 RIP RAP SECTION

NONE

1.5%

RIP RAP

D50 =150 mm

SLOPE TRANSITION (TYP)

(SEE SECTION E6)

RIP RAP

D50 =150 mm

TRANSITION CURB

GUTTER LINE

FINISH GRADE

FINISH GRADE (BEYOND)

PAVEMENT (SEE

DETAIL)

RIP RAP

D50 =150 mm

TRANSITION CURB (BEYOND)

DIRECTION OF

SURFACE FLOW

SCALE =C-506

A6 SECTION

NTS

SCALE =C-506

C6 CURB SECTION

NTS

EDGE OF PAVEMENT

SLOPE TRANSITION

FAN C

N C

C O

N C

SHED

EFEL 24.61

EFEL 24.57

SHED

D D

C/O CO

AC PAVED

AC ROAD

PMS

C/O CO

A L A

B A

PROPOSED FITNESS

CENTER

LIMIT OF WORK

N 4105783.98

E 326038.03

38.20

1.80

(TYP)

N 4105778.81

E 326080.37

5.87

3.05

4.20 1.75

7.22

3.17

(TYP)

8.55

N 4105783.37

E 326076.23

Y P

5.50

(TYP)

2.45

N 4105760.24

E 326062.53

R 1.00

R 4.00

2.20 2.70

2.70

4.25 1.90

7.60

2.75

1.72 6.10

4.65 5.00

8.13 2.57

13.73

2.33

4.58

R 4.00

R 1.00

1.50 3.52

T E

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E C

I C

K E

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B O

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F A

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J U

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F I L

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O S

O R

E A

U M

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A S

A M

P U

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N E

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

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S I Z

S U

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I T

T E

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T E

C O

N T

R A

C H

E C

K E

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I S

S U

A T

. 4 5 6 7 8 . 10

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

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 12:27:14 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--CL101

100% CONSTRUCTION DOCUMENTS

GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

L A

R K

N T

O L

I C

S A

N T

O L

I C

W G

CL-101

O G

A N

1. SEE C-101 FOR SITE PLANS.

2. ALL PARKING LOT CURB RADII SHALL BE 1m UNLESS

OTHERWISE NOTED. ALL INTERSECTION RADII SHALL BE 4m

UNLESS OTHERWISE INDICATED.

SHEET NOTES

FAN C

N C

C O

N C

SHED

EFEL 24.61

EFEL 24.57

SHED

D D

C/O CO

AC PAVED

AC ROAD

T R

PMS

C/O CO

A L A

B A

TOP 21.88

INV 19.71

OUT 19.66

TOP 23.83

INV 22.31

OUT 22.29

DMH

TOP 23.21

INV 22.33

OUT 21.41

TOP 24.82

OUT 23.98

DMH

TOP 20.07

OUT 18.95

DMH

TOP 20.05

INV 18.58

OUT 18.55

DMH

TOP 20.46

INV 19.01

TOP 20.02

OUT 18.62

DMH

TOP 20.11

INV 18.20

INV 18.19

OUT 18.15

DMH

TOP 20.57

INV 18.05

DMH

TOP 20.61

INV 18.68

INV 18.58

OUT 18.54

DMH

TOP 20.82

INV 19.11

OUT 19.06

DMH

TOP 20.58

OUT 19.67

TOP 20.59

INV 19.56

OUT 19.54

DMH

TOP 21.27

INV 19.93

INV 19.77

OUT 19.73

DMH

TOP 21.13

OUT 19.97

TOP 21.51

INV 20.75

OUT 20.74

0.3MX0.3M

BOX

0.5Mx0.8M

BOX

600C P

600CP45

600CP

600C P

600CP

0C P

450CP

300CP

V C

TOP 20.27

OUT UNK

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

FFE: 22.00

PROPOSED FITNESS

CENTER

LIMIT OF WORK

DMH-101

RIM: 20.25

INV: 19.19

AD-103

RIM: 21.40

INV: 19.89

CLEAN OUT (TYP)

ROOF DRAIN

AD-101

RIM: 21.70

INV: 20.86

AD-102

RIM: 21.70

INV: 20.83

BW: 21.72

TW: 23.61

BW: 22.03

TW: 25.13

BW: 21.58

TW: 23.58

AD-104

RIM: 21.05

INV: 19.78

.50

20.75 21.00

21.25 21.50

21.75

21.50

21.25

22.25

20.75

21.97

20.70

MATCH EXISTING:

20.26

22.00 21.98

22.00

21.98

21.87

CORE INTO EXISTING

INV: 19.21

(MATCH EXISTING)

21.92

MATCH EXISTING:

22.27

MATCH EXISTING:

22.40

MATCH EXISTING:

20.20

MATCH EXISTING:

20.83

21.88

21.80 22.00

21.81 21.81

21.73 21.73

21.59

MATCH EXISTING:

21.20

MATCH EXISTING:

21.53

21.71

21.47

21.82 21.96

21.91

21.97

21.72 21.97

21.97

SPLASH

BLOCK (TYP)

21.97

CONSOLIDATION

ZONE (SEE NOTE 10)

SETTLEMENT PLATE

(SEE NOTE 11)

T E

T R

E C

I C

K E

R S

M A

R L

B O

R O

U G

F A

A S

I S

T R

I C

U N

P L

F I L

E N

A M

A N

S I

O S

O R

E A

U M

M C

A S

A M

P U

I T

N E

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

. 4 5 6 7 8 . 10

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

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 3:24:21 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--CG101

100% CONSTRUCTION DOCUMENTS

GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

L A

R K

N T

O L

I C

S A

N T

O L

I C

W G

CG-101

D . H

O G

SHEET NOTES

1. ALL SIDEWALKS TO HAVE A MAXIMUM CROSS SLOPE OF 1.5%.

2. ALL CURB RAMPS SHALL HAVE A MAXIMUM LONGITUDINAL

SLOPE OF 7.5% AND A MAXIMUM CROSS SLOPE IS 1.5%.

3. ALL PLAZAS, ACCESSIBLE PARKING SPACES, AND

ACCESSIBLE ROUTES SHALL HAVE A MAXIMUM SLOPE OF

1.5% IN ANY DIRECTION.

4. ALL PARKING LOT PAVEMENT SHALL BE A MINIMUM SLOPE

OF 1.5%.

5. ALL PLAZAS AND WALKS SHALL BE FLUSH WITH ADJACENT

BUILDING STOOPS (SEE FACILITY PLANS).

6. FACILITY FINISH FLOOR ELEVATION IS 22.00. FINISH FLOOR

ELEVATION SHALL BE ASSOCIATED WITH ELEVATION 0.00

INDICATED ON FACILITY DRAWINGS.

7. ROOF DRAINS ARE 150 mm PVC @ 0.5% UNLESS NOTED

OTHERWISE.

8. DRAIN LATERALS ARE 400 mm CP @.5% UNLESS NOTED

OTHERWISE.

9. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CONFIRM

THE INVERT ELEVATIONS OF DRAINAGE CONNECTIONS AND

COORDINATE ANY DISCREPANCIES WITH THE CONTRACTING

OFFICER.

10. PLACE FILL AS REQUIRED TO RAISE THE EXISTING GRADE TO

MEET PROPOSED GRADE WITHIN THE CONSOLIDATION ZONE

AS SOON AS PRACTICAL. ALL OTHER WORK WITHIN THIS

ZONE SHALL BE DELAYED FOR A PERIOD OF TWO MONTHS

AFTER THE FILL HAS BEEN PLACED.

11. INSTALL SETTLEMENT PLATES TO MONITOR THE SURFACE

ELEVATION OVER THE TWO MONTH PERIOD.

C H

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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: 4/29/2021 5:50:11 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--CG501

100% CONSTRUCTION DOCUMENTS

SCALE =

DOWNSPOUT ADAPTER

NTSA2

USE NON SHRINK GROUT TO

FILL ANNULAR SPACE

BETWEEN PIPE AND WALL (TYP)

CORE HOLE FOR

PROPOSED CONNECTION

PROPOSED STORM PIPE

SEE PLAN FOR

INVERT ELEVATION

EXISTING STORM

STRUCTURE

EXISTING STORM MAIN

RESHAPE TABLE AS

REQUIRED TO

ACCOMMODATE NEW PIPE

SCALE =

CONNECTION TO EXISTING STRUCTURE

NTSD6

C K

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--C G

D W

CG-501

G R A D

G A

N D

D R A

A G E

O F

. H O

SLOPE

SCALE =

SPLASH BLOCK

NTSA6

PRECAST LIGHTWEIGHT

CONCRETE SPLASHBLOCK

NOTES:

1. PROVIDE SPLASH BLOCK AT GRADE UNDER EACH DOWNSPOUT NOT CONNECTED TO THE UNDERGROUND

DRAINAGE SYSTEM. SEE CG-101 FOR ALL LOCATIONS.

2. SLOPE SPLASH LOCK WITH ADJACENT GRADE.

8 6

FINISH GRADE

150 Ø PVC DRAIN PIPE

100X100 RECTANGULAR

DOWNSPOUT (SEE

ARCHITECTURAL DRAWINGS)

150 X150 Ø PVC ELBOW

SEE CG-101 FOR

INVERT ELEVATION

100X100 RECTANGULAR DOWNSPOUT

(SEE ARCHITECTURAL DRAWINGS)

DOWNSPOUT ADAPTER

BUILDING

150 Ø PVC WYE CLEANOUT

BUILDING

DOWNSPOUT ADAPTER

150 Ø PVC WYE

CLEANOUT

SCALE =CG-501

D3 SECTION

NTS

CG-501

FINISH GRADE

150 Ø PVC DRAIN LINE

150 Ø PVC ELBOW

5% SLOPE

NOTES:

1. PROVIDE DOWNSPOUT ADAPTER CONNECTION FOR ALL DOWNSPOUTS CONNECTED TO THE

UNDERGROUND DRAINAGE SYSTEM. SEE CG-101 FOR ALL LOCATIONS.

2. PROVIDE PROTECTIVE COATING ON ALL ABOVE GRADE PVC PIPE AGAINST ULTRA-VIOLET SUN LIGHT.

150 Ø PVC ROOF

DRAIN

AIR GAP

C H

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, M A

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N A

E, K O

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, E

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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: 4/29/2021 5:50:11 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--CG501

100% CONSTRUCTION DOCUMENTS

C K

-6 -9

-2

--C G

D W

CG-502

G R A D

G A

N D

D R A

A G E

O F

. H O

SCALE =

DRAIN STRUCTURE

NONEA1

CG-502

STEEL LADDER

SCALE =CG-502

D1 SECTION

NONE

STEEL TROWEL

FINISH

200 1200 200

CUT OPEN MAIN AND

CONSTRUCT SWALE

TO DIRECT SERVICE

TO MAIN OUTLET

SLO

SLOPE

CONCRETE RING

FLOOR OF MANHOLE OUTSIDE

THE CHANNELS SHALL BE

SMOOTH AND SHALL SLOPE

TOWARDS THE CHANNEL AT 5%

FLOW

FINISHED GRADE

CONSTRUCTION JOINT

(TYP)

BELL x PLAIN END

SLEEVE (TYP)

STEEL LADDER

CI FRAME AND COVER

OR GRATE (SEE NOTE 1)

200 195 810

NOTES:

1. SEE DETAIL A2 ON CG-503 FOR MANHOLE FRAME AND COVER DETAIL.

2. ALL STRUCTURES TO BE CAST IN PLACE CONCRETE.

3. EXTEND DRAINAGE COURSE POCKET AT CATCH BASINS 150mm DEEP, 100mm WIDE AND 150mm

LONG AROUND WEEP HOLES AT CATCH BASIN. PROVIDE A MINIMUM OF 2 WEEP HOLES IN EACH

CATCH BASIN 180 DEGREES APART.

D13 BARS-EDGES,

TOP AND BOTTOM

D16 BARS TOP AND

BOTTOM

D13 BARS 200

OC EW (TYP)

700 DIA

LOOP

D13 BARS UNIFORMLY

SPACED (TYP)

8 D13 DIAGONAL BARS

(TYP)

D13 LOOP

SCALE =

MANHOLE FRAME AND

GRATE REINFORCING

NONED5

D13 BARS @ 125

OC EW

D16 BARS

BOTTOM ONLY

BEEHIVE GRATE

FINISH

GRADE

SCALE =

AREA DRAIN

NTSA5

PVC PIPE (TYP)

PVC BEND (TYP)

CONCRETE PIPE (TYP)

DISSIMILAR PIPE COUPLER (TYP)

COUNTERSUNK PLUG

PVC PIPE (TYP)

PVC BEND (TYP)

CAST IRON FRAME

AND COVER

FINISH

GRADE

CONCRETE COLLAR

200200

SCALE =

ROOF DRAIN CLEAN

OUT CONNECTION

NTSF8

ROOF DRAIN

INLET

BEND ROTATED

AS REQUIRED

WYE

CONNECTION

WYE

CONNECTION

CG-502

SCALE =CG-502

D8 SECTION

NONE

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: 4/29/2021 5:50:11 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--CG501

100% CONSTRUCTION DOCUMENTS

C K

-6 -9

-2

--C G

D W

CG-503

G R A D

G A

N D

D R A

A G E

O F

. H O

SCALE =

MANHOLE FRAME AND COVER

NONEA1

NOTE:

1. MANHOLE COVER SHALL PROVIDE AT LEAST 18,000 kg OF LOADING CAPACITY AND SHALL HAVE A LOCKING DEVICE SYSTEM.

2. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS, RIBBED CAST IRON OR 100 REINFORCED CONCRETE COVERS AS

SHOWN SHALL BE USED UNLESS OTHERWISE INDICATED.

3. COVER FRAMES SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR.

LIFTING HOLE

CG-503

SCALE =CG-503

E1 SECTION

NONE

STORM

OPEN LOCK

BLOCK LETTERS

32 WIDE, 50 HIGH, 9.5 THICK

LIFTING HOLE

FRAME

SCALE =

SETTLEMENT PLATE

NTSA6

SAND BEDDING

STEEL PIPE

16Ø, 1000 LONG

STEEL PLATE

250Ø, 1.6THK

STEEL PLATE

900X900X10

NUT

31OB, 15ID, 35H

PROTECTION

STEEL PIPE 150Ø

PIPE INSULATION

NATURAL SUBGRADE

PROPOSED FINISH GRADE

STEEL PIPE

25Ø

CONSOLIDATION FILL

NOTE:

1. SEE CG-101 FOR THE LIMITS OF THE CONSOLIDATION ZONE AND THE PLATE LOCATIONS. THE CONTRACTOR SHALL PLACE FILL AS REQUIRED TO RAISE THE EXISTING GRADE TO MEET THE PROPOSED FINISH GRADE WITHIN THE CONSOLIDATION ZONE. ALL OTHER WORK SHALL BE DELAYED WITHIN THIS ZONE FOR A MINIMUM OF TWO MONTHS AFTER THE FILL HAS BEEN PLACED.THE

CONSOLODATION ZONE EXLUDES THE BUILDING FOUNDATION.

2. THE CONTRACTOR SHALL SUBMIT SETTLEMENT PLATE, SETTLEMENT PLATE INSTALLATION PLAN, AND SETTLEMENT MONITORING INSTRUMENTATION PLAN TO THE CONTRACTING OFFICER PRIOR TO INSTALLING THE SETTLEMENT PLATE.

3. SETTLEMENT PLATES SHALL BE INSTALLED IN THE LOCATIONS IDENTIFIED ON CG-101 TO MONITOR THE SURFACE ELEVATION

OVER A TWO MONTH PERIOD. MEASUREMENTS SHALL BE RECORDED AS FOLLOWS:

4. AFTER TWO MONTHS, ALL REMAINING WORK WITHIN THE CONSOLIDATION ZONE SHALL BE COMMENCED INCLUDING BUT NOT LIMITED TO THE PLACEMENT OF ADDITIONAL FILL TO MEET THE PROPOSED FINAL GRADE. SETTLEMENT MONITORING SHALL CONTINUE THROUGH CONSTRUCTION UNTIL THE CONTRACTING OFFICER HAS DETERMINED FINAL SETTLEMENT HAS BEEN

ACHIEVED.

5. THE CONTRACTOR SHALL MAINTAIN THE FOLLOWING SETTLEMENT MONITORING DOCUMENTS: LOCATION MAP IDENTIFYING INSTALLED SETTLEMENT PLATES, SURVEY ELEVATIONS, INSTALLATION PHOTOS, CONSTRUCTION DETAILS, FILL HEIGHT AT THE TIME OF SETTLEMENT PLATE ELEVATION MEASUREMENT, AND COMPLETE DATA TABLES AND GRAPHS THAT RECORD MONITORING READINGS. SUBMIT THE UPDATE REPORTS FOR THE SETTLEMENT MONITORING RECORDS TO THE CONTRACTING OFFICER TWICE A WEEK AS REQUIRED FOLLOWING INITIAL MONITORING SYSTEM READINGS. THE CONTRACTING OFFICER SHALL USE ALL MONITORING REPORT DATA AND ANY OTHER SIGNIFICANT INFORMATION TO DETERMINE WHEN THE CONSOLIDATION

HAS REACHED FINAL SETTLEMENT.

PERIOD SETTLEMENT MEASUREMENT FREQUENCY

DURING FILLING

FROM FILLING COMPLETION TO TWO MONTHS

AFTER FILLING

ONCE / 2 DAYS

ONCE / 7 DAYS

AFTER TWO MONTHS AFTER FILLING ONCE / 14 DAYS

GWCP

FAN

C O

N C

C O

N C

SHED

EFEL 24.61

EFEL 24.57

SHED

S S

D D

C/O CO

W W

F/HYD

W S

S S

D D

S S

U G

E E

U G

V C

SMH

TOP 27.13

INV 25.65

INV 24.74

OUT 24.70

SMH

TOP 24.42

INV 23.18

INV 22.54

INV 22.52

OUT 22.50

T R

SMH

TOP 24.41

INV 23.11

INV 23.03

OUT 23.00

E E

D D

PMS

C/O CO

C in c h in c h

G G

SMH

TOP 20.25

INV 18.07

OUT 17.36

PROPOSED FITNESS

CENTER

TEE

(TYP)

FIRE DEPARTMENT

CONNECTION

GAS METER ASSEMBLY

TO BE INSTALLED IN

STAINLESS STEEL BOX

(SEE P-702)

LIMIT OF WORK

GATE VALVE

(TYP)

DRAIN LINE

(SEE CG-101)

200mm PVC

WATER MAIN

80mm PVC

WATER SERVICE

200mm PVC

FIRE SERVICE

CONNECT TO EXISTING WATER LINE

CONNECT TO

EXISTING

WATER LINE

CONNECT TO

EXISTING

100 mm PVC SEWER

SMH-04

150mm PVC

FIRE SERVICE

FIRE HYDRANT

FFE: 22.00

POST INDICATOR VALVE

ABOVE GRADE

GAS CONNECTION

135°

SMH-01 SMH-02

1.5 DIA SMH-03

CONNECT TO

EXISTING GAS MAIN

RETAINING WALL

(SEE XS-501)

125 SCH 40 INSULATED

PVC CHILLED WATER

SERVICE AND RETURN

(SEE A7/M-502)

80mm POLYETHYLENE

COATED STEEL GAS SERVICE

CHILLER

CURB BOX FOR CATHODIC

PROTECTION TEST STATION

0+020

0+040

SEWER SERVICE

ALIGNMENT

0+020

0+040

0+060

WATER MAIN

RELOCATION ALIGNMENT

0+042

UTILITY SERVICE

ALIGNMENT

T E

T R

E C

I C

K E

R S

M A

R L

B O

R O

U G

F A

A S

I S

T R

I C

U N

T D

Eᴀ

F I L

E N

A M

A N

S I

O S

O R

E A

U M

M C

A S

A M

P U

I T

N E

T E

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

. 4 5 6 7 8 9 10

SHEET ID

US Army Corps of Engineers

U S

R M

O R

N G

I N

E E

R S

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 5:54:01 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--UW101

100% CONSTRUCTION DOCUMENTS

GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

L A

R K

N T

O L

I C

S A

N T

O L

I C

W G

UW-101

O G

1. SEE FC-101 FOR FIRE CODE COMPLIANCE DOCUMENTATION

2. SEE CG-101 FOR GRADING AND DRAINAGE

3. SEE XE-101 FOR SITE ELECTRICAL.

4. PROPOSED SEWER MANHOLES SHALL BE 1.2 m DIA. UNLESS

OTHERWISE NOTED.

5. ALL SEWER PIPES SHALL BE 200 mm PVC AT .5% SLOPE

UNLESS OTHERWISE INDICTED.

6. ALL FIRE AND WATER BENDS ARE 45 UNLESS IDICATED

OTHERWISE.

7. BUILDING CONNECTIONS SHALL BE MADE 1.5 m FROM THE

FACILITY.

8. PROVIDE SACRIFICIAL ANODE BAG AND ANODE TEST STATON

WITH A CURB BOX FOR THE GAS SERVICE AND FOR ALL

METAL WATER SERVICE VALVES OR CONNECTIONS

INCLUDING BUT NOT LIMITED TO THE GATE VALVE AND FIRE

HYDRANT. SEE SPECIFICATION 26 42 14.00 10.

STA. PT. 0+000.00 TO

STA. PT. 0+096.57

WATER MAIN RELOCATION

EXISTING SURFACE (TYP)

PROPOSED SURFACE (TYP)

ELECTRICAL CONDUIT

(SEE XE-101)

200mm PVC DOMESTIC

WATER SERVICE

MATCH EXISTING MAIN

INVERT

MATCH EXISTING

MAIN INVERT80mm PVC DOMESTIC

WATER SERVICE

200mm PVC FIRE

WATER SERVICE

600mm CP DRAIN SERVICE

100mm CP ROOF DRAIN

SERVICE (TYP OF 9)

200mm PVC DOMESTIC

WATER SERVICE

80mm STEEL GAS SERVICE

STA. PT. 0+000.00 TO

STA. PT. 0+050.00

UTILITY SERVICE

ELECTRICAL CONDUIT

(SEE XE-101)

200mm PVC FIRE

WATER SERVICE

80mm PVC DOMESTIC

WATER SERVICE

ELECTRICAL CONDUIT

(SEE XE-101)

FACILITY

80mm STEEL GAS SERVICE

(CONNECT TO WATER MAIN)

TIE INTO FACILITY

CONNECT TO WATER MAIN

STA. PT. 0+000.00 TO

STA. PT. 0+080.00

SEWER SERVICE

100mm PVC SEWER

SERVICE (TYP)

SMH-04

STA: 0+02.99

N: 4105790.90 E: 326079.33

RIM = 22.091

INV IN = 19.190 (W)

INV OUT = 19.140 (N)

SMH-03

STA: 0+58.65

N: 4105846.53 E: 326081.07

RIM = 22.044

INV IN = 18.860 (S)

INV IN (EX) = 20.18

INV IN (EX) = 19.16

INV IN (EX) = 18.86

INV OUT = 18.820 (NW)

SMH-02

STA: 0+65.49

N: 4105851.58 E: 326076.44

RIM = 21.901

INV IN = 18.785 (SE)

INV OUT = 18.785 (W)

SMH-01

STA: 0+78.49

N: 4105851.78 E: 326063.45

RIM = 21.483

INV IN = 18.720 (E)

ELECTRICAL CONDUIT

(SEE XE-101)

100mm CP ROOF DRAIN

SERVICE (TYP OF 3)

MATCH EXISTING INVERT

100mm CP ROOF

DRAIN SERVICE

100mm CP ROOF

DRAIN SERVICE

TIE INTO FACILITY

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

METERS UNLESS OTHERWISE NOTED

SEAL

UNCLASSIFIED / FOR OFFICIAL USE ONLYPlot Date: 6/7/2021 6:07:08 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--UW201

100% CONSTRUCTION DOCUMENTS

GRAPHIC SCALE

DIM. NOTE & NORTH

PLAN NORTH

C K

-6 -9

-2

--U W

D W

UW-201

O G

1. SEE FC-101 FOR FIRE CODE COMPLIANCE DOCUMENTATION

2. SEE CG-101 FOR GRADING AND DRAINAGE

3. SEE XE-101 FOR SITE ELECTRICAL.

4. BUILDING CONNECTIONS SHALL BE MADE 1.5 m FROM THE

FACILITY.

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: 5/11/2021 1:31:53 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--UW501

100% CONSTRUCTION DOCUMENTS

PAVED FINISH GRADE (SEE

C-101 FOR SURFACE

TREATMENT)

SCALE =

GATE VALVE

NONEA2

UNPAVED FINISH GRADE

SCALE =

UTILITY PIPE TRENCH

NONED2

UNPAVED FINISH GRADE

M C

R (S

TRENCH WIDTH (SEE NOTE 2)

PAVED FINISH GRADE (SEE

SITE DRAWINGS FOR SURFACE

TREATMENT)

PLACE BURIED WARNING AND IDENTIFICATION

TAPE PER SPECIFICATION 31 00 00

SATISFACTORY MATERIAL PER SPECIFICATION 31

00 00 COMPACTED TO 95% OF MAXIMUM DENSITY INITIAL BACKFILL (SEE NOTE 2)

TRENCH BEDDING (SEE NOTE 2)

150 TO 230 ON EACH SIDE

NOTES:

1. TRENCH DETAIL APPLIES TO FIRE PROTECTION, DOMESTIC WATER, GAS, DRAIN AND SEWER, UNLESS OTHERWISE INDICATED.

2. PLACE TRENCH BEDDING AND INITIAL BACKFILL AGAINST UNDISTURBED SIDES AND BOTTOM OF TRENCH TO 300 ABOVE TOP

OF PIPE (MIN) COMPACT TO 95% MAXIMUM DENSITY.

3. PROVIDE A MINIMUM OF 1500 OF COVER OVER WATER, 1200 OVER SANITARY SEWER UTILITIES, 800 OVER GAS UTILITIES AND

600 OVER DRAINAGE UTILITIES.

4. PROTECT PVC PIPE FROM ULTRA-VIOLET SUN LIGHT DURING DELIVERY, STORAGE, AND HANDLING.

ADJUSTABLE VALVE BOX AND

COVER TO READ 'WATER'

GATE VALVE

DOMESTIC WATER/FIRE

PROTECTION LINE

THRUST BLOCK (SEE A4/ UW-502)

12 HOOP REINFORCEMENT

600 DIA x 150

CONCRETE COLLAR

CONNECTION

12000 EXISTING PVC

FLANGED GATE VALVE

THRUST BLOCK

FLANGED PIPE (SEE

UW-101 FOR SIZES)

SCALE =

WATER MAIN CONNECTION

NONEA7

SCALE =UW-501

D7 SECTION

NONE

UW-501

150 Ø (MIN) SLIDE TYPE CAST

IRON TRAFFIC TYPE VALVE BOX

VALVE BOX & COVER

FINISHED SURFACE

EXISTING MAIN

CONNECTION

SERVICE PIPE PER

UW-101

TEE AND GATE VALVE

THRUST BLOCK (SEE A4/ UW-502)

GRANULAR FILL OR

COMPACTED

UNDISTURBED

SUBGRADE

C K

-0 5-

-2

--U W

D W

UW-501

O F

. H O

NOTE:

1. PIPE ASSEMBLY AND GATE VALVE SHALL BE RESTRAINED USING FLANGED CONNECTIONS OR EQUAL.

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: 5/11/2021 1:31:53 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--UW501

100% CONSTRUCTION DOCUMENTS

H H

W W

45°

MAX.

45°MAX.

45°

AX.

45°

AX.

45° M

AX.

13 BARS

SCALE =

CONCRETE THRUST BLOCK SECTION

NONEF1 SCALE =

CONCRETE THRUST BLOCK AT CAP

NONEF3

SCALE =

CONCRETE THRUST BLOCK AT

RISER/FIRE HYDRANT

NONEF6 SCALE =

CONCRETE BLOCK SUPPORT AT VALVE

NONEF8

SCALE =

CONCRETE THRUST BLOCK

PLAN AT BEND

NONED1 SCALE =

CONCRETE THRUST BLOCK PLAN AT TEE

NONED3 SCALE =

CONCRETE THRUST BLOCK AT VERTICAL

CORNER

NONED6 SCALE =

CONCRETE THRUST BLOCK AT VERTICAL

UNDERBEND

NONED8

13 BARS

SCALE =

THRUST BLOCK AND SUPPORT

NONEA4

BLOCK FOR HORIZONTAL BENDS AND VERTICAL UNDERBENDS

SIZE OF

PIPE

DEGREE OF BEND

11.25° 22.5° 45° 90° TEE/CAP

L H W L H W L H W L H W L H W

100 264 198 98 380 272 172 540 375 275 743 504 404 743 504 404

200 527 394 194 761 543 343 1084 749 549 1489 1007 807 1489 1007 807

BEARING AREA FOR VARIOUS DIAMETERS (m2)

SIZE OF

PIPE

DEGREE OF BEND

11.25° 22.5° 45° 90° TEE/CAP

100 0.0520 0.1040 0.2030 0.3760 0.3760

200 0.2080 0.4140 0.8110 1.4990 1.4990

CONCRETE BLOCKING FOR VALVE SUPPORT

SIZE FOR PIPE WIDTH VOLUME (m3)

100 300 0.021

200 400 0.037

NOTES:

1. ALL ELBOWS, BENDS, AND CAPS SHALL BE BRACED WITH 15 MPa CONCRETE THRUST BLOCKS. JOINTS SHALL NOT BE ENCASED

IN CONCRETE.

2. BEARING AREA IS AREA OF CONCRETE IN CONTACT WITH UNDISTURBED WALL OF TRENCH IN SQUARE METERS.

3. HEIGHT AND LENGTH AS REQUIRED TO OBTAIN BEARING AREA SHOWN IN THE TABLE WITH H APPROXIMATE 1/2 L.

4. PLACE AND COMPACT BEDDING AND BACKFILL PER SPECIFICATION 31 00 00 AND 33 11 00.

5. THRUST BLOCKS DESIGNED WITH A PRESSURE OF 1400 kPa AND A LATERAL EARTH PRESSURE OF 24.48 kPa FOR ALL PIPE

SIZES. CONTRACTOR SHALL VERIFY SIZE PRIOR TO CONSTRUCTION

C K

-0 5-

-2

--U W

D W

UW-502

O F

. H O

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: 5/11/2021 1:31:53 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--UW501

100% CONSTRUCTION DOCUMENTS

BOLLARD

(TYP)

100 BOLLARD (TYP)

FIRE

HYDRANT

FIRE

HYDRANT

SCALE =

FIRE HYDRANT BOLLARD

NONED2

FIRE HYDRANT

(PAINT RED)

FINISH

GRADE

CONCRETE

THRUST BLOCK

(SEE DETAILS)

CONCRETE

THRUST BLOCK

(SEE DETAILS)

UNDISTURBED

EARTH

150 GATE VALVE

FIRE PROTECTION MAIN

TEE

150 HYDRANT SERVICE

CONCRETE

VALVE BOX & COVER

65Ø HOSE

CONNECTION (2)

115 Ø PUMP

CONNECTION

FACING STREET

150X150

CONCRETE

COLLAR

FINISH GRADE

SCALE =UW-503

F1 SECTION

NONE

SCALE =

HYDRANT CONNECTION

NONEA2

UW-503

SCALE =UW-503

F3 SECTION

NONE

NOTE:

1. REFER TO C-101 AND U-101 PLANS FOR LOCATION OF HYDRANTS.

2. HYDRANTS SHALL BE A MINIMUM OF 1 METER FROM A PAVED ROADWAY.

3. TREES AND SHRUBS SHALL NOT BE WITHIN 700 OF HYDRANT.

C K

-0 5-

-2

--U W

D W

UW-503

O F

. H O

POST HEAD

WINDOW

WRENCH

OPERATING NUT

SEE DETAIL F7/UW-503

OPEN TARGET

THREADED SLEEVE

OPEN TARGET

PIPE PLUG- HEX

SOCKET

CLOSED TARGET

UPPER BARREL

HEX HEAD SCREW

COTTER PIN

SOCKET HEAD

SCREW

UPPER STEM

LOWER BARREL

HEX HEAD SCREW (TYP)

COUPLING INSERT

COUPLING

LOWER STEM

BELL

HEX BOLT

HEX NUT

RETAINING RING

CAP

SCALE =

POST INDICATOR VALVE

NONEB7

SCALE =

DETAIL

NONEF7

UW-503

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: 5/11/2021 1:31:53 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--UW501

100% CONSTRUCTION DOCUMENTS

SCALE =

MANHOLE FRAME AND COVER

NONEA6

NOTE:

1. MANHOLE COVER SHALL PROVIDE AT LEAST 18,000 kg OF LOADING CAPACITY.

2. THE LETTER "SS" FOR SANITARY SEWER SHALL BE CAST IN THE CENTER OF COVER AT LEAST 50 HIGH.

3. WHEREVER MANHOLES ARE SUBJECT TO TRAFFIC LOADS, RIBBED CAST IRON OR 100 REINFORCED CONCRETE COVERS AS

SHOWN SHALL BE USED UNLESS OTHERWISE INDICATED.

4. COVER FRAMES SHALL BE SECURELY INSTALLED IN A BED OF CEMENT MORTAR.

LIFTING HOLE

UW-504

SCALE =UW-504

F6 SECTION

NONE

C K

-0 5-

-2

--U W

D W

UW-504

O F

. H O

SCALE =

SEWER MANHOLE

NONEA2

UW-504

STEEL LADDER

(SEE DETAIL)

CONCRETE RING

FLOOR OF MANHOLE OUTSIDE THE

CHANNELS SHALL BE SMOOTH AND

SHALL SLOPE TOWARDS THE CHANNEL

NOT LESS THAN 25 PER 300 NOR MORE

THAN 50 PER 300

FLOW

SCALE =UW-504

D2 SECTION

NONE

MANHOLE COVER

STEEL TROWEL

FINISH

SWALE

FINISHED GRADE

CONSTRUCTION JOINT

BELL x PLAIN END

SLEEVE (TYP)

STEEL LADDER

(SEE DETAIL UW-505)

FRAME AND COVER

(SEE DETAIL)

200 1200 200

200 340 760 100

300300

TRUNK LINE

SLO

SLOPE

NOTES:

1. SEE STRUCTURAL DRAWINGS FOR STRUCTURE REINFORCEMENT.

2. ALL MANHOLES TO BE CAST IN PLACE CONCRETE.

FRAME

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: 5/11/2021 1:31:53 PM Plot Scale: 1:250 File Path: P:\138218\127-138218-20012\CAD\SHEETFILES\05_CIVIL\138218-20012--UW501

100% CONSTRUCTION DOCUMENTS

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GALVANIZED STEEL LADDER

NONEA1

NOTE:

1. INSTALL GALVANIZED STEEL LADDER ONLY WHEN DEPTH FROM TOP OF COVER TO INVERT OF MAIN SEWER EXCEEDS 1.2 m, WALL ON WHICH LADDER IS INSTALLED SHALL BE VERTICAL FROM

TOP SLAB TO INVERT.

2. WELDED AREAS OF LADDERS, BRACKETS , ETC. TO HAVE GALVANIZED COATING RESTORED

WITH SUITABLE COLD GALVANIZING COMPOUND.

1, M

FRONT ELEVATION SIDE ELEVATION

BRACKET - FRONT

BRACKET - TOP RUNG - CONNECTION

20 Ø METAL RUNGS

BRACKET - SIDE

ANGLE BRACKETS

BOLTED TO WALL

(MIN OF 4 BRACKETS)

60 (MIN)

METAL SIDE RAILS

RUNGS AND BRACKETS

(SEE DETAILS)

FACE OF WALL

RUNG SPACING 300

BRACKET

FACE OF WALL

STAINLESS STEEL

ANCHOR BOLT

65 X 10

METAL BRACKET

65 X 10

METAL SIDE RAILS

WELD TO SIDE RAILS

65 65

165 (MIN)

FACE OF WALL

65 X 10 METAL BRACKET BOLTED TO

WALL WITH 13Ø 2 UNIT, STAINLESS

STEEL, EXPANSION BOLTS AND

WELDED TO SIDE RAIL

65 X 10 METAL SIDE WALLS

PUNCHED FOR 20 Ø METAL

RUNGS WELD

20 Ø METAL RUNGS

-0 5-

-2

--U W

D W

UW-505

O F

. H O

Site Design

Civil Site

C-504 - CIVIL DETAILS - SHEET 4 OF 6

C-505 - CIVIL DETAILS - SHEET 5 OF 6

C-506 - CIVIL DETAILS - SHEET 6 OF 6

Site Layout

CL-101 - SITE LAYOUT PLAN 101

Grading & Drainage

CG-101 - GRADING AND DRAINAGE PLAN 101

CG-501 - GRADING AND DRAINAGE DETAILS - SHEET 1 OF 3

CG-502 - GRADING AND DRAINAGE DETAILS - SHEET 2 OF 3

CG-503 - GRADING AND DRAINAGE DETAILS - SHEET 3 OF 3

Water Utilities

UW-101 - COMBINED WATER, FIRE, SEWER, MECHANICAL AND GAS UTILITIES PLAN 101

UW-201 - UTILITY PROFILES

UW-501 - UTILITY DETAILS - SHEET 1 OF 6

UW-502 - UTILITY DETAILS - SHEET 2 OF 6

UW-503 - UTILITY DETAILS - SHEET 3 OF 6

UW-504 - UTILITY DETAILS - SHEET 4 OF 6

UW-505 - UTILITY DETAILS - SHEET 5 OF 6

UW-506 - UTILITY DETAILS - SHEET 6 OF 6

Site Structural

XS-501 - SITE STRUCTURAL DETAILS

Site Electrical

XE-101 - SITE ELECTRICAL PLAN 101

XE-501 - ELECTRICAL SITE DETAILS - SHEET 1 OF 3

XE-502 - ELECTRICAL SITE DETAILS - SHEET 2 OF 3

XE-503 - ELECTRICAL SITE DETAILS - SHEET 3 OF 3

Site Telecom

XT-101 - SITE TELECOMMUNICATIONS PLAN 101

XT-501 - TELECOMMUNICATION SITE DETAILS

XT-601 - TELECOMMUNICATIONS RISER DIAGRAM

Fire Protection

F-101 - CODE COMPLIANCE PLAN 101

Fitness Center

Architecture

A-001 - LEGENDS, SYMBOLS AND ABBREVIATIONS

A-101 - COMPOSITE FIRST FLOOR PLAN

A-102 - FIRST FLOOR PLAN - AREA A

A-103 - FIRST FLOOR PLAN - AREA B

A-104 - MECHANICAL MEZZANINE PLAN

A-105 - COMPOSITE ROOF PLAN

A-106 - ROOF PLAN - AREA A

A-107 - ROOF PLAN - AREA B

A-108 - FIRST FLOOR COMPOSITE REFLECTED CEILING PLAN

A-109 - FIRST FLOOR REFLECTED CEILING PLAN - AREA B

A-110 - FITNESS ROOM REFLECTED CEILING PLAN

A-111 - MECHANICAL MEZZANINE REFLECTED CEILING PLAN

A-121 - AIR BARRIER AND INSULATION PLANS, SECTIONS AND DETAILS

A-201 - COMPOSITE EXTERIOR ELEVATIONS

A-202 - EXTERIOR ELEVATIONS - SHEET 1 OF 3

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