20008-20-PS-IF-0109R-2.pdf

Addendum No. 2R Dated: October 27, 2025

CITY OF BATON ROUGE

PARISH OF EAST BATON ROUGE

DEPARTMENT OF ENVIRONMENTAL SERVICES

October 27, 2025

ADDENDUM NO. 2R

TO: ALL BIDDERS

SUBJECT: PS 299 REGIONAL PUMP STATION

CITY-PARISH PROJECT NO. 20-PS-IF-0109R

The following revisions shall be incorporated in and take precedence over any conflicting part of the original contract document:

ORIGINAL BID DATE: Thursday, October 23, 2025 at 2:00 P.M.

CURRENT BID DATE: Thursday, October 30, 2025 at 2:00 P.M.

PART 1 – UNIFORM CONSTRUCTION BID FORMS:

1. For paper sealed bidders, with reference to page UCBF 1 of 4 of Part 1, Uniform Construction Bid Forms, the Bidder shall indicate the receipt of this addendum in the space provided. For online Central Bidding bidders, an acknowledgement of this addendum will be prompted by the electronic bidding program prior to formally submitting the bid. Failure to indicate the receipt of this addendum shall be cause for the bid to be rejected.

PART 2 – SPECIAL PROVISIONS AND CONTRACT DOCUMENTS:

1. For paper sealed bidders, with reference to page UCBF 1 of 4 of Part 1, Uniform Construction Bid Forms, the Bidder shall indicate the receipt of this addendum in the space provided. For online Central Bidding bidders, an acknowledgement of this addendum will be prompted by the electronic bidding program prior to formally submitting the bid. Failure to indicate the receipt of this addendum shall be cause for the bid to be rejected.

DRAWINGS

1. Sheet C-4R: Remove this sheet in its entirety and replaced with the revised version attached to this addendum (revision dated 10/27/25 for Addendum 2R).

2. Sheet C-18R: Remove this sheet in its entirety and replaced with the revised version

3. Sheet C-19R: Remove this sheet in its entirety and replaced with the revised version attached to this addendum (revision dated 10/27/25 for Addendum 2R)

4. Sheet C-20R: Remove this sheet in its entirety and replaced with the revised version

5. Sheet C-21R: Remove this sheet in its entirety and replaced with the revised version

QUESTIONS:

1. Specification section 01 14 00, paragraph 1.07 (E) states “The Constantin Blvd.

WW FM and gravity sewer system shall be completed and operational before the new PS 299 can become operational.” What is the current status of the Constantin Blvd. project?

The gravity sewer and force main along Constantin Blvd are still under construction but are scheduled to be finished before the PS 299 tie-in and start up.

2. Please confirm that the PS 299 contractor will have access to the construction site through the current Constantin Blvd project.

The Contractor will not have access to the project from the current Constantin Blvd project.

3. Does the schedule have to be cost loaded?

The schedule does not have to be cost loaded, but a schedule of values will be required as per the Specifications.

4. Please confirm we can still deviate from the 1’ thickness as this thickness is only for 120” and larger manholes.

The Contractor may deviate from the specified thickness, but is required to provide signed structural calculations, included buoyancy calculations as required by the note.

5. Addendum 1 revised the lengths of both gravity sewers and force mains. The revised lengths now appear to include the portions of pipe that are noted on the plan and profile drawings to be included with the pump station. Please clarify if the stations provided in the general notes on the plan and profile drawings are to be followed, or if all pipe is now measured and paid under the individual items.

The stationing provided in the general notes on the plan and profile drawings are now updated. The below ground piping shown on the plan and profile drawings are to be measured and paid for under individual items. The piping in the wet well and all above ground piping is included in the Pump Station.

REVIEWED:

Sparkle D.W. Noble, P.E.

Obie E. Watts, III, P.E.

APPROVED:

Adam M. Smith, P.E.

S

X

X

X c:

\p w _w or kin g\ w tr\ kc hi tti

\d

6\

7c

-4

.1

0.

0:

:3

AM

DEMOLISH EX. TOP FOR EX

PS299 AND REPLACE PER

DETAIL C-901

EX. PS299 SECTION

NO SCALE

GENERAL SHEET NOTES

1. THE CONTRACTOR SHALL DEMOLISH THE EX. PUMP STATION WET WELL LID AND PUMP

ROOM TO 4' BELOW EX. GRADE. ALL PUMPS, VALVES, AND PIPING SHALL BE REMOVED

PRIOR TO BACKFILL OPERATIONS. ALL PIPING BETWEEN THE STRUCTURES AT A DEPTH

GREATER THAN 4' SHALL BE GROUTED IN WITH FLOWABLE FILL. BOTH THE WET WELL

AND PUMP ROOM SHALL BE PROPERLY CLEANED, SEE SPECIFICATION SECTION 812.

2. (2) 6" DIAMETER HOLES SHALL BE DRILLED INTO THE BOTTOM OF THE WET WELL AND

DRY PIT MANHOLE AND PUMP STATION WET WELL STRUCTURE PRIOR TO BACKFILLING

WITH SAND FOR EX. PUMP STATION 299.

3. THE CONTRACTOR SHALL INSTALL A NEW TOP SLAB AND WET WELL LID FOR PUMP

STATION 299 WET WELL.

4. OWNER RESERVES THE RIGHT TO SALVAGE EQUIPMENT AND CONTRACTOR IS

RESPONSIBLE FOR COORDINATING THIS WITH THE OWNER. ALL DEBRIS AND

EQUIPMENT NOT SALVAGED BY THE OWNER WILL BE THE PROPERTY OF THE

CONTRACTOR AND REMOVED FROM THE PROJECT SITE UNLESS OTHERWISE

INDICATED.

5. CONTRACTOR SHALL COORDINATE POWER DEMOLITIONS WITH ENTERGY.

6. CONTRACTOR SHALL PROVIDE TEMPORARY LIGHTING AS REQUIRED. SEE

SPECIFICATION 01 51 00 FOR ADDITIONAL REQUIREMENTS.

7. ALL ELEVATIONS SHOWN HEREIN ARE IN FEET AND REFER TO THE NAVD 1988 DATUM.

8. SEE SPECIFICATION SECTION 821 FOR ADDITIONAL REQUIREMENTS.

9. CONTRACTOR SHALL PROVIDE SURVEYED ELEVATION OF EX. 299 WET WELL PRIOR TO

SUBMITTAL OF GRAVITY SEWER SHOP DRAWINGS.

10. WORK ASSOCIATED WITH THE DEMOLITION OF EXISTING PS 299 WILL BE PAID FOR

UNDER PAYITEM DEMOLITION & RESTORATION OF PUMP STATION (PS NO. 299).

4' -0

" M

IN

AB

AN

D O

N L

IF

T

ST

AT

IO

N

S

TR

U C

TU

R

E

(FOR CONNECTION,

SEE DETAIL C-900)

REMOVE ALL PIPING, WIRING, CONDUITS,

DUCTWORK, AND OTHER MISCELLANEOUS

ITEMS TO CONCRETE SURFACES AND PLUG

EX. GRADE

LEGEND

FLOWABLE FILL (SEE SPECIFICATION SECTION 911, VOLUME II)

DEMOLITION EXTENTS

BEDDING BACKFILL

TOS EL : 34.75

INV EL : 13.90

INV EL : 13.64

18" SS (PV08)

BOTT. EL. : 5.83

BOTT. EL. : 7.75

BOTT. EL. : 14.05 (E)

A B C D E F G H I J K L M N O P Q R S T U V W X

14.05 10.05 13.05 14.05 16" 34.75≠ 34.75 7.09 34.75 6'-0" 8'-0" 3'-6" 10'-6" 5'-9" 5'-0" 2'-0" 5'-9" 8" 8" 9.88 9.55 2'-0" 1'-0" 8x4

EX. UTILITY POLE TO

BE DEMOLISHED

PLAN

SCALE 1" = 20'

EX. PS299

NO SCALE-

REMOVE ELECTIRCAL LIGHT AND

ASSOSCIATED WIRING

DEMOLISH EX. TIMBER

FENCE

EXISTING PS299 WET WELL EXISTING PS299 DRY PIT

N

DEMOLISH EX. TIMBER

FENCE

REMOVE EX. TOP LID

DEMOLISH EX. DRY PIT

DEMOLSH EX. CONTROL PANEL

DEMOLISH AND REMOVE EX.

CONDUITS , DUCTWORK ASSOCIATED

WITH ELECTRICAL ITEMS

NON-SHRINK GROUT

PLUG (TYP. ALL

ABANDONED PIPING)

FLOWABLE FILL

REFER TO NOTE 1

CUT AND NON-SHRINK

GROUT EX. 8" FM

M

AT

C H

LI

N

E

SH

EE

T

C -5

R

REMOVE EX. VEGETATION AND SHRUBS

WHICH ARE IN CONFLICT WITH

PROPOSED SEWER FORCE MAINS IN

PROPOSED AND EX. SERVITUDES

EXIST. SMH

TOP = 34.75

BLUEBONNET BLVD

KEY PLAN

N

BLUEBONNET BLVD

PICARDY AVE

SHEET KEYNOTES

A. EX. UTILITY POLE TO BE BRACED AND PROTECTED THROUGHOUT CONSTRUCTION. SEE

SPECIFICATIONS.

B. PROTECT EX. TREE.

A A

A

SEE DETAIL C-904

FOR PROPOSED CONDITION

CONSTRUCT (2) 6"

HOLES IN BOTTOM

OF STRUCTURE

EX. 8" SFM

EX. TIMBER POST TO BE

REMOVED

A

LANDSCAPE NOTES

1. CONTRACTOR SHALL IDENTIFY ALL TREE SPECIES AND SIZES ALONG PROJECT LIMITS

PRIOR TO MOBILIZING AND SUBMIT AS A SHOP DRAWING. THIS SHALL BE CONDUCTED

UNDER THE SUPERVISION OF A CERTIFIED ARBORIST.

2. CONTRACTOR SHALL REPLACE TREES REMOVED WITH NEW TREE OF SAME

COMMERCIALLY AVAILABLE SIZE. CONTRACTOR SHALL PROVIDE SHOP DRAWING OF

EACH TREE SPECIES AND PROPOSED LOCATION.

3. NEW TREES SHALL BE INSTALLED WITHIN EXISTING SERVITUDES, AND AS APPROVED BY

THE OWNER.

4. RESTORE ALL IMPACTED SOD PER SPECIFICATION SECTION 903.

5. INSTALL NEW TREES PER DPW STD 904-1.

FLOWABLE FILL

REFER TO NOTE 1

C-913

MODIFY EX. PS 299

WET WELL

20' TEMPORARY

CONSTRUCTION SERVITUDE

REQUIRED 20' SEWER

SERVITUDE

B C-920

BC-920

A

A

FILL ALL PIPE OPENINGS C-913

10/18/2024

SEE GENERAL NOTE 9

BENCH PER DPW 803-01

TREE PROTECTION

BARRICADE, SEE DETAIL C-920

2R

X X

X

X

X

P/LP/LP/L

P/L

R/W

R/W

R/W

R/W

R/W

R/W

P/L

P/L

P/L

P/L

P/L

P/LP/L

P/L

P/LP/L

P/ L

P/ L

P/L P/L P/L P/L P/L P/L P/L

R/W

R/W

R/W

R/ W

R/ W

R/W

R/ W

R/ W

R /W

R /W

P/LP/LP/L

P/L

P/L

R/W

R/W

R/W

R/W

R/W

R/W

P/L

P/L

P/L

P/L

P/L

P/LP/L

P/L

P/LP/L

P/ L

P/ L

P/L P/L P/L P/L P/L P/L P/L

R/W

R/W

R/W

R/ W

R/ W

R/ W

R/W

R/ W

R/ W

G

G

S G

M M

M M S G

S G

S G

SF

M

SFM

S

S

S

S

S

S

S

SFM

SF

M

SFM SFM SFM

S

S

S

SS

SS

SS

S

S

S

S

S

S

S

S

S

S

S

6+

7+

8+

9+

0+

1+

BLUE BONNET BOULEVARD

S

G

G

S G

M M

M M S G

S G

S G

FOC

STMSTM

100+00

101+00

2+

103+00 104+00 105+00 106+00 107+00 108+00 108+30

EX. SS-16

(SEE NOTE 2)

STA: 301+84.12

N 689162.07

E 3357718.31

SSMH10

(SEE NOTE 2)

STA: 100+16.96

N 688312.60 E 3357322.28

100+00

101+00

2+

103+00 104+00 105+00 106+00 107+00 108+00 108+30

EX. SS-15

(SEE NOTE 2)

STA: 302+56.62

N 689225.92 E 3357752.64

SSMH1

STA: 108+30.46

N 688988.64 E 3357653.57

DROP MH PER DPW STD 803-01

SSMH2

STA: 300+00.00

N 689000.53 E 3357629.95

SSMH4

STA: 105+89.36

N 688775.92 E 3357540.06

SSMH5

STA: 102+82.90

N 688506.06 E 3357394.84

SSMH6

STA: 101+91.70

N 688432.76 E 3357449.34

P-1

PROP. 42" SDR

(RC01) (CL-III)

D

99+50 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 109+50

INV EL. = 13.90

175 LF OF 18" SS (PV05) @ 0.16%

91 LF OF 18" SS (PV05) @ 0.19%

306 LF OF 18" SS (PV05) @ 0.16% 241 LF OF 18" SS (PV05) @ 0.16%

S

SM

H

ST

A

8+

.4

R

IM

E

L.

4.

IN

V

IN

2.

8"

S S

(S W

IN

V O

U T

8.

8"

S S

(N W

S

SM

H

ST

A

5+

.3

R

IM

E

L.

6.

IN

V

IN

2.

8"

S S

(S W

IN

V O

U T

.6

" S S

(N E)

S

SM

H

ST

A

2+

.9

R

IM

E

L.

2.

IN

V

IN

3.

8"

S S

(S E)

IN

V

O U

T

.1

" S

S (N

E)

S

SM

H

ST

A

1+

.7

R

IM

E

L.

0.

IN

V

IN

3.

8"

S S

(S W

IN

V O

U T

.3

" S S

(N W

S

SM

H

ST

A

0+

.9

R

IM

E

L.

4.

IN

V

IN

3.

8"

S S

(S W

IN

V O

U T

.6

" S S

(N E)

INV EL. = 5.83

E X.

W

ET

W

EL

L (1

ST

A

0+

.0

R

IM

E L.

4.

IN

V O

U T

.6

" S S

(N E)

8" DW

SFM (DI02)

STA 101+86

INV EL. 26.58

ELEC CONDUIT

17 LF OF 18" SS (PV05) @ 0.12%

INV EL. = 13.63

PLAN

N

18" GRAVITY SS (PV05)

PROFILE

0 50 100

SCALE IN FEET

VERT SCALE: 1"=5'

HORIZ SCALE: 1"=50'

16" WW

SFM (DI02)

c:

\p w _w or kin g\ w tr\ kc hi tti

\d

6\

7c

-1 3_ c-

.1 0.

0:

:4

AM

EXISTING PS299 TO BE

CONVERTED INTO A MANHOLE

CONNECT INTO EXISTING

PS299 WET WELL

8" DW SFM (DI02)

EX. GRADE

PROPERTY LINE

GENERAL SHEET NOTES

1. ALL ELEVATIONS SHOWN HEREIN ARE IN FEET AND REFER TO THE NAVD 1988 DATUM.

2. BACKFILL AND BEDDING PER DPW STD 801-01

3. ALL MANHOLES SHALL INCLUDE 1-FT THICK WALLS, BOTTOM SLABS, AND TOP SLABS.

CONTRACTOR SHALL SUBMIT SIGNED & SEALED STRUCTURAL CALCULATIONS.

4. GRAVITY PIPE AND APPURTENANCES FROM STATION 100+00.00 TO STATION 108+30.46 AND

STATION 300+00 TO STATION 302+57 WILL BE PAID FOR WITH ASSOCIATED UNIT PRICES.

ALL OTHER WORK INCLUDED SHALL BE INCLUDED IN THE PRICE SUBMITTED FOR THE

PUMP STATION LUMP SUM.

CONNECT INTO

EXISTING 8" FM

EXISTING 8" FM

15' TEMPORARY

CONSTRUCTION SERVITUDE

EX. 15' SEWER SERVITUDE

40' SEWER, ACCESS

& UTILITY SERVITUDE

20' TEMPORARY

CONSTRUCTION SERVITUDE

20' TEMPORARY

CONSTRUCTION SERVITUDE

20' SEWER SERVITUDE

EX. 15' SEWER

SERVITUDE

20' SEWER

SERVITUDE

20' SEWER

SERVITUDE

20' TEMPORARY

CONSTRUCTION

SERVITUDE

EX. 12"

GRAVITY SS

12" SS (PV05)

6.

.8

6'

7.426'

5.9' 6.73'

.2

6'

3.

4.

7.

2' 4.

8.

10/18/2024

4.

1'

1R

2R

199+50 200+00 201+00 201+50

16 LF OF 24" SS (PV05) @ 0.08%26 LF OF 18" SS (PV05) @ 1.59%

FINISHED

GRADE

PERIMETER WALL

PS299

INFLUENT SPLITTER BOX

INV IN 7.67 24" SS (SE)

S

SM

H

ST

A

8+

.4

R

IM

E

L.

4.

IN

V

IN

2.

8"

S S

(S W

IN

V O

U T

8.

8"

S S

(N W

S

SM

H

ST

A

0+

.0

R

IM

E

L.

7.

IN

V

IN

.6

" S

S (S

E)

IN

V

IN

.6

" S S

(N E)

IN

V

O U

T 7.

4" S

S (N

W

16" WW SFM (DI02)

3'

ELEC CONDUIT

EL. = 7.67

299+50 300+00 301+00 302+00 303+00 303+50

184 LF OF 12" SS (PV05) @ 0.22%

FINISHED GRADE

E X.

S S-

ST

A

2+

.6

R

IM

E L.

7.

IN

V O

U T

8.

2"

S S

(S W

S

SM

H

ST

A

0+

.0

R

IM

E

L.

7.

IN

V

IN

.6

" S

S (S

E)

IN

V

IN

.6

" S S

(N E)

IN

V

O U

T 7.

4" S

S (N

W

E X.

S S-

ST

A

1+

.1

R

IM

E L.

6.

IN

V

IN

.0

" S S

(N E)

IN

V

O U

T 8.

2" S

S (S

W

73 LF OF EX.EX. 12" GRAVITY SS @ 0.22%

X X

X X

X

STMSTMSTM

STM

X

X

STM

P/L

P/L

P/L P/L P/L

R/W

R/W

R/ W

R/ W

P/L

P/L

P/L P/L P/L

R/W

R/W

R/ W

R/ W

G

G

S G

M M

M M S G

S G

S G

SFM

S

S

S

SS

SFM

S

SS

S

SS

S

G

G

S G

M M

M M S G

S G

S G

S

S

S

0+

0+

300+00 301+00 302+00

2+

STM

S

STM

107+00 108+00 108+30

EX. SS-16

(SEE NOTE 2)

STA: 301+84.12

N 689162.07

E 3357718.31

107+00 108+00 108+30

EX. SS-15

(SEE NOTE 2)

STA: 302+56.62

N 689225.92 E 3357752.64

SSMH1

STA: 108+30.46

N 688988.64 E 3357653.57

DROP MH PER DPW STD 803-01

SSMH2

STA: 300+00.00

N 689000.53 E 3357629.95

P-1

PROP. 42" SDR

(RC01) (CL-III)

X X

X X

X

ST

M

ST

M

X

P/L

P/L

P/L

P/L P/L

P/LR/W

R/W

P/L

P/L

P/L

P/L P/L

P/LR/W

R/W

G

G

S G

MM

MM

S G

S G

S G

SFM

SS

SS

SS

SFM

SS

SS

S SSS

G

G

S G

MM

MM

S G

S G

S G

200+43 200+00

0+

1+

STM

STM

7+

8+

8+

EX. SS-16

7+

8+

8+

SSMH1

STA: 108+30.46

N 688988.64 E 3357653.57

DROP MH PER DPW STD 803-01

SSMH2

STA: 300+00.00

N 689000.53 E 3357629.95

P-1

PROP. 42" SDR

(RC01) (CL-III)

N

VERT SCALE: 1"=5'

HORIZ SCALE: 1"=50'

c:

\p w _w or kin g\ w tr\ kc hi tti

\d

6\

7c

-1 3_ c-

.1 0.

0:

:1

AM

SSMH2 TO SSMH3 PLAN

0 50 100

SCALE IN FEET

SSMH1 TO PS299 PLAN

0 50 100

SCALE IN FEET

MH-2 TO EX SS-16 PROFILE

VERT SCALE: 1"=5'

HORIZ SCALE: 1"=50'

MH-1 TO PS299 PROFILE

N

EX. GRADE

12" SS (PV05)

GENERAL SHEET NOTES

1. ALL ELEVATIONS SHOWN HEREIN ARE IN FEET AND REFER TO THE NAVD 1988 DATUM.

2. CONTRACTOR SHALL CORE DRILL INTO EXISTING SS-16 MH.

3. BACKFILL AND BEDDING PER DPW STD 801-01.

4. ALL MANHOLES SHALL INCLUDE 1-FT THICK WALLS, BOTTOM SLABS, AND TOP SLABS.

CONTRACTOR SHALL SUBMIT SIGNED & SEALED STRUCTURAL CALCULATIONS.

5. GRAVITY PIPE AND APPURTENANCES FROM STATION 301+00.00 TO STATION 301+84.1

AND 300+00 TO 302+57 WILL BE PAID FOR WITH ASSOCIATED UNIT PRICES. ALL OTHER

WORK INCLUDED SHALL BE INCLUDED IN THE PRICE SUBMITTED FOR THE PUMP

STATION LUMP SUM.

.2

.3

6.

.6

19.3'

6.49' 29.29'

15'

16" WW SFM (DI02)

8" DW SFM (DI02)

18" SS (PV05)

8" DW SFM (DI02)18" SS (PV05)

16" WW SFM (DI02)

12" SS (PV05)

EX. 12"

GRAVITY SS

10/18/2024

P/L P/L P/L

X

X X

STM

X

STMSTMSTM

STM

STM

X

X

STM

STM

STM

P/LP/LP/L

P/L

R/W

R/W

R/W

R/W

R/W

R/W

P/L

P/L

P/L

P/L

P/L

P/LP/L

P/L

P/LP/L

P/ L

P/ L

P/L P/L P/L P/L P/L P/L P/L

R/W

R/W

R/W

R/ W

R/ W

R/W

R/ W

R/ W

R /W

R /W

P/LP/LP/L

P/L

P/L

R/W

R/W

R/W

R/W

R/W

R/W

P/L

P/L

P/L

P/L

P/L

P/LP/L

P/L

P/LP/L

P/ L

P/ L

P/L P/L P/L P/L P/L P/L P/L

R/W

R/W

R/W

R/ W

R/ W

R/ W

R/W

R/ W

R/ W

G

G

S G

M M

M M S G

S G

S G

SF

M

SFM

W

SS

SS

SS

SFM

SF

M

SFM SFM SFM

S

SS

SS

SS

S

S

S

S

S

S

S

S

S

S

S

6+

7+

8+

9+

0+

1+

BLUE BONNET BOULEVARD

S

G

G

S G

M M

M M S G

S G

S G

FOC

STMSTM408+38

400+00

401+00

402+00

3+

00 404+00 405+00 406+00 407+00

408+00

P-1

PROP. 42" SDR

(RC01) (CL-III)

D

8" 90° HORIZ BEND

STA. 400+00.00

N 688281.63 E 3357306.02

8" 22.5° VERT BEND

STA 401+93.03

N 688424.95 E 3357448.49

8" 22.5° HORIZ BEND

STA 400+15.80

N 688304.44 E 3357318.53

8" 45° VERT BEND

STA 402+91.90

N 688503.33 E 3357388.22

8" 45° HORIZ BEND

STA 407+77.46

N 688930.58 E 3357617.17

8" 45° HORIZ BEND

STA 407+74.89

N 688928.16 E 3357618.00

8" 45° VERT BEND

STA 407+93.34

N 688937.79 E 3357603.02

8" 45° VERT BEND

STA 407+95.99

N 688938.98 E 3357600.65

399+50 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 409+50

399+50 400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 409+50

.5

° H O

R

IZ

B

EN

D

ST

A

0+

.0

N

4.

E

8.

C

L

EL

. 2 9.

.5

° V

ER

T

BE

N D

ST

A

2+

.2

N

4.

E

8.

EL

. 2

6.

° V

ER

T

BE

N

D

ST

A

3+

.1

N

3.

E

8.

EL

. 2 7.

° H

O R

IZ

B

EN

D

ST

A

7+

.1

N

8.

E

8.

EL

. 1

8.

° H

O R

IZ

B

EN

D

ST

A

7+

.6

N

0.

E

7.

EL

. 1

8.

° V

ER

T

BE

N

D

ST

A

8+

.5

N

7.

E

3.

EL

. 1 8.

° V

ER

T

BE

N

D

ST

A

8+

.2

N

8.

E

0.

EL

. 2 2.

FINISHED GRADE

PERIMETER WALL

EL. = 27.30

293.53 LF OF 8" DW

SFM (DI02)

97.68 LF OF 8" DW

SFM (DI02)

POINT OF CONNECTION

TO EXISTING FM W/8"

DI COUPLING

.2

5° V

ER

T

BE

N

D

ST

A

5+

.5

N

2.

E

8.

EL

. 2 4.

2.

.2 5°

V

ER

T

BE

N D

ST

A

1+

.2

N

1.

E

0.

EL

. 2

9.

3.

4.

4.

3.

3.

1.

4.

INV EL. = 22.57

8" DW SFM (DI02)

FROM PS299

CL EL. 23.00

EL. = 32.50

EL. = 29.77

EL. = 27.27

EL. = 30.47

EL. = 32.12

EL. = 27.35

EL. = 30.85

EL. = 26.38

EL. = 29.15

EL. = 25.39

EL. = 24.23

EL. = 27.57

EL. = 21.51

EL. = 23.42

EL. = 27.45

EL. = 23.28

° H

O R

IZ

B

EN

D

ST

A

0+

.0

N

1.

E

6.

EL

. 2

9.

18" SS (PV05)

c:

\p w _w or kin g\ w tr\ kc hi tti

\d

6\

7c

-1 3_ c-

.1 0.

0:

:1

AM

PLAN

0 50 100

SCALE IN FEET

N

VERT SCALE: 1"=5'

HORIZ SCALE: 1"=50'

EXISTING PS299 TO BE

CONVERTED INTO A MANHOLE

POINT OF

CONNECTION

TO EXISTING FM

8" DW SFM (DI02)

EXISTING GRADE

GENERAL SHEET NOTES

1. ALL ELEVATIONS SHOWN HEREIN ARE IN FEET AND REFER TO THE NAVD 1988 DATUM.

2. FORCE MAIN AND ASSOCIATED APPURTENANCES FROM STATION 400+00 TO 407+74.89

AND 500+00 TO 503+00 WILL BE PAID FOR WITH ASSOCIATED UNIT PRICES. ALL OTHER

WORK INCLUDED SHALL BE INCLUDED IN THE PRICE SUBMITTED FOR THE PUMP

STATION LUMP SUM.

8" DRY WEATHER FORCE MAIN PROFILE

EX. 15' SERVITUDE

7.

7.

' 15

EX. 15' SERVITUDE

SHEET KEYNOTES

A. RESTRAIN ALL PIPES, FITTINGS, AND VALVES WITHIN STATIONS STATED.

20' TEMPORARY

CONSTRUCTION

SERVITUDE

0+

0+

A 40 1+

2+

A

2+

3+

A

7+

8+

A

0+

1+

A

5+

5+

A

FOR DETAILS REFER TO DETAIL

'A' DPW STANDARD 804-01.

PROP. 1" ARV PER DPW

STANDARD 804-01

10/18/2024

PROP. 1" ARV PER DPW

STANDARD 804-01

-5

-5

499+50 500+00 501+00 502+00 503+00 503+50

° H

O R

IZ

B

EN

D

ST

A

0+

.5

N

7.

E

5.

EL

. 2

1.

° H

O R

IZ

B

EN

D

ST

A

0+

.1

N

9.

E

0.

EL

. 2

1.

° V

ER

T

BE

N

D

ST

A

0+

.4

N

9.

E

1.

EL

. 2 1.

FINISHED GRADE

16" WW SFM (DI02)

18" SS (PV05)

STA 500+65

INV EL. 7.79

2.

ELEC CONDUIT

.2

5° V

ER

T

BE

N

D

ST

A

2+

.6

N

6.

E

0.

EL

. 2 1.

.2 5°

V

ER

T

BE

N D

ST

A

2+

.5

N

8.

E

8.

EL

. 1

2.

1.

' 4.

5.

EL. = 27.33

EL. = 22.03 EL. = 22.04

EL. = 26.94

EL. = 27.47

'' S

O

LI

D S

LE

EV

E

ST

A

2+

.1

N

4.

E

1.

EL

. 1 2.

16" WW SFM (DI02)

.3

2'

X X

X X

X

X

X

P/L

P/L

P/L P/L P/L

R/W

R/W

R/ W

R/ W

P/L

P/L

P/L P/L P/L

R/W

R/W

R/ W

R/ W

G

G

S G

M M

M M S G

S G

S G

SFM

W

S

SS

SS SFM

S

SS

SS

7+

8+

9+

0+

G

G

S G

M M

M M S G

S G

S G

S

S

S

STM

S

STM

0+

501+00 502+00 502+72

16" 45° HORIZ BEND

STA. 500+05.51

N 688947.51 E 3357605.46

16" 45° HORIZ BEND

STA. 500+11.12

N 688949.70 E 3357610.63

16" 11.25° VERT BEND

STA. 502+00.63

N 689116.40 E 3357700.76

16" 11.25° VERT BEND

STA. 502+37.54

N 689148.86 E 3357718.32

EX.16" FM

(SEE NOTE 2)

STA. 502+44.12

N 689154.65 E 3357721.45

P-1 c:

\p w _w or kin g\ w tr\ kc hi tti

\d

6\

7c

-1 3_ c-

.1 0.

0:

:0

AM

PLAN

N

18" SS (PV05)

0 50 100

SCALE IN FEET

VERT SCALE: 1"=5'

HORIZ SCALE: 1"=50'

16" WW SFM (DI02)

16" WET WEATHER FM CONNECTION

FROM PUMP STATION

CONNECTING TO

16" WET WEATHER

FM (BY OTHERS)

EXISTING GRADE

16" WET WEATHER

FM (BY OTHERS)

GENERAL SHEET NOTES

1. ALL ELEVATIONS SHOWN HEREIN ARE IN FEET AND REFER TO THE NAVD 1988 DATUM.

2. CONTRACTOR SHALL COORDINATE FINAL LOCATION WITH ROADWAY CONTRACTOR

PRIOR TO INSTALLATION OF FM. REMOVE CAP AND SEE SPECIFICATIONS.

3. FORCE MAIN AND ASSOCIATED APPURTENANCES FROM STATION 502+00.63 TO

502+44.12 AND 500+00 TO 503+00 WILL BE PAID FOR WITH ASSOCIATED UNIT PRICES. ALL

OTHER WORK INCLUDED SHALL BE INCLUDED IN THE PRICE SUBMITTED FOR THE PUMP

STATION LUMP SUM.

PROP. 16" DIP

COUPLING

0+

1+

A

2+

2+

A

EX. 16" SFM

POINT OF CONNECTION TO

THE EXISTING FORCE MAIN

SHEET KEYNOTES

A. RESTRAIN ALL PIPES, FITTINGS, AND VALVES WITHIN STATIONS STATED.

1+

2+

A

16" WET WEATHER FORCE MAIN PROFILE

10/18/2024

1R