03.2 Drawing Civil Utility Ph3.pdf

PDF 1 MB Posted Jun 9, 2023

Attached to: Repair Operations & Training Facility Federal contract opportunity
Solicitation number: W50S8H23B0001
Issued by: Department of the Army New York Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a construction contract solicitation. The solicitation seeks bids to renovate a two-story 43,029 square foot Operations & Training Facility at the Niagara Falls International Airport in New York. The project magnitude is estimated between $10 million and $25 million. The North American Industry Classification code is 236220 for commercial and institutional building construction with a size standard of $45 million average annual revenue. The solicitation is set aside as an 8(a) small business competitive opportunity. The pre-bid conference and site visit are highly encouraged for parties intending to submit a bid. The solicitation and amendments will be posted on SAM.gov. Award will be made to the responsible bidder submitting the most advantageous bid based on price and price-related factors. Funding is not presently available but is anticipated to be secured by September 30, 2023. The project has been identified as a priority on the New York Army National Guard funding list contingent on available appropriations and bids within an awardable range. No award will be made without appropriated funds.

View the file

Other files for this federal contract opportunity

Other files attached to Repair Operations & Training Facility, newest first.
File	Type	Posted
C4 Abstract OF1419.pdf	PDF	Jul 27, 2023
C4 Bid Opening Sign-In.pdf	PDF	Jul 27, 2023
Consolidated RFI List.xlsx	XLSX spreadsheet	Jul 20, 2023
B6 Hazardous Material Report.pdf	PDF	Jul 14, 2023
B8 W50S8H-23-B-0001 IFB-P00001.pdf	PDF	Jul 14, 2023
B8 W50S8H-23-B-0001 IFB-P00001 Amend.pdf	PDF	Jul 14, 2023
B7 Site Visit Sign-In.pdf	PDF	Jun 27, 2023
B7 Pre-Bid Conference Slides Final.pptx	PPTX presentation	Jun 27, 2023
01.3 Drawing Mechanical Ph1.pdf	PDF	Jun 9, 2023
03.1 Drawing Civil Storm Ph3.pdf	PDF	Jun 9, 2023
03.3 Drawing Structural Ph3.pdf	PDF	Jun 9, 2023
03.7 Drawing Fire Alarm Ph3.pdf	PDF	Jun 9, 2023
03.10 Drawing Electrical Ph3.pdf	PDF	Jun 9, 2023
H8 Specs.pdf	PDF	Jun 9, 2023
01.1 Drawing Architectural Ph1.pdf	PDF	Jun 9, 2023
01.4 Drawing Electrical Ph1.pdf	PDF	Jun 9, 2023
02.2 Drawing Architectural Ph2.pdf	PDF	Jun 9, 2023
03.08 Drawing Plumbing Ph3.pdf	PDF	Jun 9, 2023
01.2 Drawing Plumbing Ph1.pdf	PDF	Jun 9, 2023
02.1 Drawing Architectural Demo Ph2.pdf	PDF	Jun 9, 2023
03.4 Drawing Architectural Demo Ph3.pdf	PDF	Jun 9, 2023
03.6 Drawing Fire Protection Ph3.pdf	PDF	Jun 9, 2023
03.11 Drawing Telecom Ph3.pdf	PDF	Jun 9, 2023
03.12 Drawing Reference Drawings Ph3.pdf	PDF	Jun 9, 2023
A2 JA FAR Part 6 Advantor SAM Post.pdf	PDF	Jun 9, 2023
B8 W50S8H-23-B-0001 IFB.pdf	PDF	Jun 9, 2023
01.0 Drawing General.pdf	PDF	Jun 9, 2023
03.5 Drawing Architectural Ph3.pdf	PDF	Jun 9, 2023
03.09 Drawing Mechanical Ph3.pdf	PDF	Jun 9, 2023

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SAN

(Depth=1-3')

(Depth=2-3')

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(Depth=2-3') (Depth=2-3')

(Depth=2-3')

SAN

(Depth=2-3')(Depth=2-3')

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RD RD

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(Depth=2-3')

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Generator

Ebox

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Rim-601.22

Rim-601.14

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BL#1

O ve rh an g

Rim-601.68

"Yield"

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Dashed Yellow Line

(Depth=5-7')

(Depth=3-5')

(Depth=2-3')

C O

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(Depth=4-6')

PW PW PW PW PW PW PW

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COM

Elec. Panel

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Drain

O ve rh an g

Overhang

(Depth=5-7')

Overhang

(Depth=3-5')(Depth=2-3')

(Depth=2-3')

(Depth=5-7')

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C O

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"No Parking""No Parking"

X X

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Rim-598.54

Single Yellow Line

PW PW PW PW PW PW PW PW PW PW PW PW PW

(Depth=3-5')

(Depth=3-5') (Depth=3-5') (Depth=3-5')

(Depth=3-5')

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Shrub

(Depth=3-5') (Depth=3-5')

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U E

UE UE

C O

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O M

(Depth=3-5')

C O

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C O

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C O

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(Depth=2-3') (Depth=2-3')

(Depth=2-3')

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(Depth=3-5')

(Depth=1-2')

G G

(Depth=1-2')

(Depth=2-3')

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(Depth=3-4')

COM COM COM COM

(Depth=2-3')

(Depth=3-5')

(Depth=3-5') (Depth=3-5')

SAN SAN SAN SAN SAN SAN SAN SAN

C Inv-592.44

8" PVC8" PVC

E Inv-592.10

W Inv-592.14 L

10" PVC

8" P

SW Inv-596.16

C Inv-595.78L

C O

M C

O M

C O

M C

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C O

M C

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C O

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C O

M C

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Chiller Lines

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=3-5')

(Depth=5-7')

Fl ow

Flow

Fl ow

12" PVC

6" PVC

NW Inv-596.21

C Inv-595.59L

SAN

12" PVCFlow

Flow

" P

12" PVC

E Inv-591.46

SW Inv-591.52

W Inv-591.52

6" C

8" PVC

10" VCP

N Inv-594.24

SE Inv-594.20

S Inv-598.74

W Inv-594.20

SAN

12" PVC

N Inv-593.72

W Inv-594.92

Flow

C Inv-592.02L

SDSDSD

SD SD SD SD SD SD SD SD

SD SD

SD SD SD SD SD SD SD SD

SDSDSD

2 Story Concrete Building

(EOL)

(EOWL)

SAN

C O

M C

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(EOL)

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(End not found)

SDSDSD

4" P

12" PEP

4" PEP

12" PEP

4" PEP

SD SD SD

4" P

4" PEP

4" P

4" PEP

12" PEP

4" P

SAN SAN SAN SAN SAN

(shown per plans)

6" C

Xref \\SWITCHBLADE\Projects\FY19\1190117\08.OTHER DOCS\08.01.Owner Prov Info\Original Drawings\1190117_NYANG_NIAGARA_MEP_FP_v19 - Sheet - P-102 - PL-26552303-1290309- B-Floor Plan - Plumbing Supply Plan - 1st Floor EAST.dwg

1 2 3 4 5

100% SUBMITTAL

SHEET ID

Y O

U R

D N

R R

O N

S, N

Y O

R K

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

E D

N M

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

N S

T R

Y, B

O R

R N

G U

N Q

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N P

GENERAL SHEET NOTES

1. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH

THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

2. EXISTING CONDITIONS SHOWN ARE BASED UPON

PROVIDED INFORMATION. THE CONTRACTOR

SHALL VERIFY ALL EXISTING CONDITIONS,

INCLUDING HORIZONTAL AND VERTICAL

LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

SHEET KEYNOTES

1. DEMOLISH MANHOLE

2. DEMOLISH STORM SEWER LINE

3. DEMOLISH WATER LINE

4. DEMOLISH UNDERGROUND ELECTRIC

5. DEMOLISH SANITARY SEWER LINE

6. DEMOLISH CLEANOUT

7. REMOVE SHRUBS

LEGEND:

SCALE: 1" = 20' 0 20' 40' 60'10'A1 UTILITY DEMOLITION PLAN

DEMOLISH UTILITY LINE

C U

-1

.D W

REMOVE / DEMOLISH SHRUBS

SAN

(Depth=1-3')

(Depth=2-3')

(Depth=1-3')

SAN SAN SAN SAN SAN

(Depth=1-3')

(Depth=1-3') (Depth=1-3')

(Depth=1-3')

GMTR

Gas Riser

SAN

(Depth=2-3')

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

SAN

(Depth=2-3')(Depth=2-3')

(Depth=2-3')

GMTR

(Depth=2-3')

(Depth=3-5')

SAN

(Depth=2-3')

(Depth=2-3')(Depth=2-3')

(Depth=2-3')

(Depth=2-3') (Depth=2-3')

Fib er

O pt ic

Fib er

O pt ic

Fiber Optic

Fiber O ptic

Fi be r O pt ic

Fiber Optic

Fi be r O pt ic

Fiber O ptic

(Depth=2-3')

(Depth=1-3')

(EOL)

O O

X X X X X X X X X X X X X X X

Ebox

Rim-601.07

Generator

Ebox

Drain

Rim-601.22

Rim-601.14

O ve rh an g

Elec. Panel

Shut-Off

BL#1

O ve rh an g

Rim-601.68

"Yield"

"Speed Limit 25"

"Yield"

Dashed Yellow Line

(Depth=5-7')

(Depth=3-5')

(Depth=2-3')

C O

M C

O M

(Depth=3-5')

(Depth=5-7')

(Depth=4-6')

PW PW PW PW PW PW PW

(Depth=3-5')

(Depth=5-7')

(Depth=1-2')

UE (Depth=3-5') (Depth=1-2')

(Depth=3-5')

XXX

X X

COM

Elec. Panel

Rim-600.62

Drain

O ve rh an g

Overhang

(Depth=5-7')

Overhang

(Depth=3-5')(Depth=2-3')

(Depth=2-3')

(Depth=5-7')

(Depth=2-3')

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

COM COM

(Depth=2-3')

C O

COM

C O

(Depth=5-6')

(Depth=2-3')

COM

COM COM COM

(Depth=2-3')

COM

"No Parking""No Parking"

X X

Single Yellow Line

Rim-597.84

"Yield" "Yield"

XXXXXXXXXXXXXXXX

Eb ox

Rim-598.54

Single Yellow Line

PW PW PW PW PW PW PW PW PW PW PW PW PW

(Depth=3-5')

(Depth=3-5') (Depth=3-5') (Depth=3-5')

(Depth=3-5')

PW PW

(Depth=3-5')

Sign

Abandoned

COM

(Depth=3-5') (Depth=3-5')

(Depth=3-5')

G G

G G G G G G G G G G G G G G G G G G G G G G G G

G G

U E

G G

UE UE UE UE

PW PW PW

PW PW PW PW PW

(Depth=3-4')

UE UE UE UE UE UE UE UE UE UE UE UE UE

(Depth=2-3')

(Depth=2-3') (Depth=3-5')

(Depth=2-3')

(Depth=3-4')

C O

G G G

(Depth=2-3')

U E

UE UE

C O

M C

O M

(Depth=3-5')

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=4-5')

(Depth=3-5')

(Depth=1-2')

G G

(Depth=1-2')

(Depth=2-3')

(Depth=1-2')

(Depth=3-4')

COM COM COM COM

(Depth=2-3')

(Depth=3-5')

(Depth=3-5') (Depth=3-5')

SAN SAN SAN SAN SAN SAN SAN SAN

C Inv-592.44

8" PVC8" PVC

E Inv-592.10

W Inv-592.14 L

SW Inv-596.16

C Inv-595.78L

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

M C

O M

C O

UE UE UE UE UE UE UE UE UE

UE UE UE

Chiller Lines

(Depth=2-3') (Depth=2-3')

(Depth=2-3')

(Depth=3-5')

(Depth=5-7')

Fl ow

12" PVC

6" PVC

NW Inv-596.21

C Inv-595.59L

SAN

12" PVCFlow

Flow

" P

12" PVC

E Inv-591.46

SW Inv-591.52

W Inv-591.52

6" C

8" PVC

10" VCP

N Inv-594.24

SE Inv-594.20

S Inv-598.74

W Inv-594.20

SAN

12" PVC

N Inv-593.72

W Inv-594.92

Flow

C Inv-592.02L

2 Story Concrete Building

(EOL)

(EOWL)

SAN

C O

M C

O M

(EOL)

(En d n ot fou nd

(End not found)

SAN SAN SAN SAN SAN

(shown per plans)

6" C

SD SD

SD SD SD SD SD SD

SD SD SD SD SD SD SD

SDSDSD

W F

EX- B

CO B.2

4" PVC

CO D.2

CO D.1

6" PVC

CO D

CO D.3

6" PVC

CO C.3

6" PVC

CO A.1

4" PVC

6" PVC

SSMH A

6" PVC

SSMH C

COCO B.1

" P

6" PVC

1 2 3 4 5

100% SUBMITTAL

SHEET ID

Y O

U R

D N

R R

O N

S, N

Y O

R K

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

E D

N M

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

N S

T R

Y, B

O R

R N

G U

N Q

So ut h

Sa lin a St re et

Su ite

B ox

Sy ra cu se , N

-0

O B

P ar kw ay

L an e, S ui te

N or cr os s, G

Ph on e (6

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-7

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6, M . R

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C-110

GENERAL SHEET NOTES

1. THIS SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH

THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

2. REFER TO PIPE PROFILES ON SHEET C-201 FOR

FURTHER INFORMATION ON SANITARY SEWER

PIPE SIZES, MATERIALS, AND SLOPES, AND FOR

FURTHER INFORMATION ON STRUCTURE TYPES

AND ELEVATIONS.

3. ALL UTILITY CONSTRUCTION SHALL MEET ALL

APPLICABLE REQUIREMENTS AND REGULATIONS

OF THE NIAGARA COUNTY.

4. EXISTING CONDITIONS SHOWN ARE BASED UPON

PROVIDED INFORMATION. THE CONTRACTOR

SHALL VERIFY ALL EXISTING CONDITIONS,

INCLUDING HORIZONTAL AND VERTICAL

LOCATIONS OF EXISTING UTILITIES PRIOR TO

CONSTRUCTION.

5. REFER TO PIPE BEDDING DETAIL C1/C-502.

6. EMPLOY EROSION CONTROL MEASURES THAT

MINIMIZE DISTURBANCE AND ELIMINATE THE

POSSIBILITY OF SEDIMENT-LADEN RUNOFF BEING

DISCHARGED FROM THE SITE.

SHEET KEYNOTES

1. NEW CLEANOUT. (TYPICAL) (SEE DETAIL

A1/C-502)

2. TIE INTO EXISTING MANHOLE WITH CORE

AND BOOT.

3. NEW MANHOLE. (TYPICAL) (SEE DETAIL

A3/C-502)

4. SEE PLUMBING PLANS FOR CONTINUATION.

5. DOGHOUSE MANHOLE. (SEE DETAIL

A4/C-502)

6. REPLACE EXISTING 4" WATER LINE WITH

WITH NEW 2 1/2" PVC WATER LINE .

7. NEW C900 6" FIRE SERVICE LINE.

8. NEW GATE VALVE.

9. TAPPING SLEEVE AND VALVE.

10. SEE FIRE PROTECTION PLAN FOR

CONTINUATION.

LEGEND:

SANITARY MANHOLE

(DETAIL A3/C-501)

CO CLEANOUT (DETAIL A1/C-501)

SCALE: 1" = 20' 0 20' 40' 60'10'A1 UTILITY PLAN

NEW SANITARY SEWER LINE.

4 4

NEW WATER LINE.

NEW FIRE SERVICE LINE

4 10

C U

-1

.D W

ELEVATIO

STATION

SANITARY SEWER D.2-EX-B PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 5'

0+00 0+50 1+00 1+50

ELEVATIO

STATION

SANITARY SEWER D.3-D PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 5'

- B

.0 7'

3' (B

U T

6" PVC

38LF @ 0.70%

6" PVC

50LF @ 0.70% 6" PVC

18LF @ 0.70%

6" PVC

8LF @ 0.70%

4" PVC

5LF @ 1.00%

ELEVATIO

STATION

SANITARY SEWER B.1 - B.2 PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 5'

ELEVATIO

STATION

SANITARY SEWER C.3 - C.1 PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 5'

0+00 0+50

C O

.6 7'

(D .1

.6 7'

(D .3

.6 7'

G -1

O U

6" PVC

41LF @ 0.93%

C O

D .3

.9 4'

5' (B

-2

U T

4" PVC

2LF @ 1.00%

CONTRACTOR TO FIELD

VERIFY THE DEPTH AND

INVERT OF EXISTING

SANITARY LINE, AND

REPORT FINDINGS TO

ENGINEER PRIOR TO

CONSTRUCTION.

SEE PLUMBING

FOR

CONTINUATION

TO BUILDING

EXISTING

GRADE

EXISTING

BUILDING

O F

U N

G R

O U

N D

O F

U N

G R

O U

N D

O F

U N

G R

O U

N D

EXISTING

BUILDINGEXISTING

GRADE

SEE PLUMBING

FOR

CONTINUATION

TO BUILDING

ELEVATIO

STATION

SANITARY SEWER A.1-A PROFILE

HORZ. SCALE 1"= 20'

VERT. SCALE 1"= 5'

0+00 0+50

H A

.0 2'

6' (A

6' (E

" V C

O U

0" V

C P

O U

6" PVC

25LF @ 1.00%

C O

A .1

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1' (B

-6

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4" PVC

7LF @ 1.00%

EXISTING

BUILDINGEXISTING

GRADE

SEE PLUMBING

FOR CONTINUATION

TO BUILDING

O F

U N

G R

O U

N D

H C

.4 8'

2' (D

.3 2'

(C .3

O U

C O

B .1

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5' (C

.9 5'

(B .2

O U

6" PVC

31LF @ 0.70%

C O

.6 7'

(D .1

.6 7'

(D .3

.6 7'

G -1

O U

C O

D .1

.2 5'

0' (D

U T

O D

.8 5'

O U

D .1

" H

R M

0+00 0+50

EXISTING

BUILDING

H C

.4 8'

2' (D

.3 2'

(C .3

O U

6" PVC

36LF @ 0.95%

C O

C .3

.9 5'

6' (B

-5

U T

4" PVC

8LF @ 1.00%

EXISTING

GRADE

O F

U N

G R

O U

N D

8" H

R M

0+00

C O

B .2

.1 1'

3' (B

-4

U T

C O

B .1

.6 7'

5' (C

.9 5'

(B .2

O U

6" PVC

18LF @ 2.09%

SEE PLUMBING

FOR CONTINUATION

TO BUILDING

SEE PLUMBING

FOR CONTINUATION

TO BUILDING

EXISTING

GRADE

EXISTING

BUILDING

8" H

R M

" H

R M

CONTRACTOR TO FIELD

VERIFY THE DEPTH AND

INVERT OF EXISTING

SANITARY LINE, AND

REPORT FINDINGS TO

ENGINEER PRIOR TO

CONSTRUCTION.

1 2 3 4 5

100% SUBMITTAL

SHEET ID

Y O

U R

D N

R R

O N

S, N

Y O

R K

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

E D

N M

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

N S

T R

Y, B

O R

R N

G U

N Q

So ut h

Sa lin a St re et

Su ite

B ox

Sy ra cu se , N

-0

O B

P ar kw ay

L an e, S ui te

N or cr os s, G

Ph on e (6

) 3

-7

Fa x

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:\F Y2

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P R

LEGEND:

SANITARY MANHOLE

(DETAIL A3/C-501)

CLEANOUT (DETAIL A1/C-501)C0

NOTES:

1. EXISTING CONDITIONS SHOWN ARE BASED

UPON PROVIDED INFORMATION. THE

CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS, INCLUDING HORIZONTAL AND

VERTICAL LOCATIONS OF EXISTING UTILITIES

PRIOR TO CONSTRUCTION.

2. CONTRACTOR TO VERIFY ELEVATIONS OF

SANITARY SEWER PIPING EXITING THE

BUILDING AND COORDINATE WITH DESIGN

PROFILES. DISCREPANCIES SHOULD BE

BROUGHT TO THE ATTENTION OF THE COR.

C U

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1 2 3 4 5

100% SUBMITTAL

SHEET ID

Y O

U R

D N

R R

O N

S, N

Y O

R K

D B

C H

D B

D R

B Y:

N N

C O

N O

N U

E D

N M

ORIGINAL SHEET SIZE - ANSI D (22" X 34")

N S

T R

Y, B

O R

R N

G U

N Q

So ut h

Sa lin a St re et

Su ite

B ox

Sy ra cu se , N

-0

O B

P ar kw ay

L an e, S ui te

N or cr os s, G

Ph on e (6

) 3

-7

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C-502

LS6" DIP LINE

PLUG IF LINE DOES

DIRECTION OF FLOW

NOT CONTINUE

45° DIP BEND

FINISHED

GRADE

UNLESS CLEANOUT IS IN

12"X12"X6" DEEP CONC. PAD

VARIES

CONC. PAVEMENT

BRASS COUNTERSUNK

CLEANOUT PLUG

DIP WYE

A1 SANITARY SEWER CLEANOUT

NO SCALE

16" TO 21"

"D"

PIPE DIA

TAKEN AT TOP OF PIPE

MAXIMUM TRENCH WIDTH "W"

18" 15" 12" 10" 8"

48" & LARGER

33" TO 42"

24" TO 30"

6" TO 15"

"A"

MAXIMUM

AODA

UNDISTURBED

BEDDING MATERIAL

SOIL (TYP.)

PIPE O.D./2

PIPE O.D.

(4" MIN.)

C1 PIPE BEDDING

NO SCALE

NOTE

PROVIDE BEDDING IN ACCORDANCE WITH SPECIFICATIONS

FOR MATERIALS AND COMPACTION FOR TRENCH BACKFILL

A3 PRECAST SANITARY SEWER MANHOLE

NO SCALE

GRADE RINGS AS REQUIRED.

1' SECTION IF LESS THAN

STEPS

6" (MIN) BEDDING

MEETING AASH TO

M294, #7 STONE.

58" (MIN.)

" S

N S

8" (S

N G

6" MIN.

4' AS REQD.

5" (MIN.)

PIPE INVERT

GROUT TO

FLOW

48" DIA.

REINFORCED STEEL

FINISHED GRADE

24" DIA. FRAME

AND COVER OR GRATE

24"

DIA.

SECTION

ECCENTRIC CONE

NOTES

1. FOR MANHOLES IN TURFED AREA OR SUBJECT TO LIGHT

TRAFFIC ONLY, FRAMES AND COVERS SHALL HAVE A MINIMUM

COMBINED WEIGHT OF 400 LBS.

2. IN LOCATIONS SUBJECT TO HEAVY TRAFFIC THE MH, FRAME

AND COVER OR GRATING SHALL BE RATED FOR HS-20 LOADING.

3. CONCRETE OR GROUT CHANNEL SHALL BE FORMED BETWEEN

INVERTS OF ALL INCOMING AND OUTGOING PIPES.

MANHOLE WALL 6"

W = 5'-10"

FOR LEVELING

1"/1'

UNDISTURBED EARTH

4000 PSI CONCRETE

MIN. THICKNESS

CUT AND REMOVE TOP

HALF OF EXISTING PIPE

NOTE:

CONSTRUCTED OVER EXISTING PIPE

TYPICAL DETAIL AT MANHOLE

6" COMPACTED

CRUSHED STONE

6" MIN

IN WET CONDITIONS ATTACH

PIPE INSIDE OF MANHOLE.

NEW PIPE INTO MH

WITH RUBBER BOOT CONNECTION

A4 DOGHOUSE MANHOLE

NO SCALE

C U

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CD102 UTILITY DEMOLITION PLAN

C-110 UTILITY PLAN

C-201 SANITARY SEWER PROFILES

C-502 SITE DETAILS

File details come from the government source that posted it. Updated Jun 9, 2023.