C04c Attachment 3 Drawings Blanchard Sewer Line Replacemt 127EAX26Q0052.pdf

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Attached to
GAOA Blanchard Sewer Line Replacement Ozark St. Francis NF
Solicitation number
127EAX26Q0052
Issued by

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This is a construction design document package for a federal sewage line replacement project at the Blanchard facility in the Ozark-St. Francis National Forests, Sylamore Ranger District, Stone County, Arkansas. The project, designated GAOA - Blanchard Sewage Line Replacement, involves comprehensive rehabilitation of gravity sewer and force main infrastructure serving the Blanchard Sewage Treatment Plant and associated lift stations.

The scope of work encompasses replacement of approximately 360 linear feet of existing 6-inch cast iron/ductile iron gravity main with 6-inch SDR-26 PVC gravity sewer line; installation of approximately 413 linear feet of 4-inch DR-9 HDPE force main via open cut method with 36-inch minimum cover; directional drilling installation of 320 linear feet of 4-inch DR-9 HDPE force main beneath a creek at 10-12 feet below bottom elevation; CIPP (Cured-In-Place Pipe) rehabilitation of approximately 355 linear feet of existing 6-inch gravity main with one point repair; replacement of a 48-inch diameter manhole (MH #9) with new concrete construction; and connections to existing infrastructure at MH #10 and other connection points. The project includes construction of two lift stations (#1 and #2) featuring submersible grinder pumps with capacities ranging from 30-110 GPM, new electrical controls, GFCI receptacles, lighting fixtures, red warning lights, and 2 kW electric unit heaters at each station. Erosion control measures include installation of 20-inch diameter wattles at 50-foot intervals, silt fencing, and temporary pipe barriers. All work must comply with National Electrical Code standards, Louisiana Plumbing Code, and federal specifications including testing and sanitization of all piping systems. The construction documents include 19 sheets of detailed drawings covering site plans, profiles, details, architectural, plumbing, and electrical systems with equipment schedules and control logic diagrams. The project is managed by Brian Miller under job number USDF25005, BG 801, through the Baton Rouge-New Orleans MCA Engineering & Construction division.

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Other files

File Type Posted
C05b General Decision AR20260048 05182026.pdf PDF
C05a RFI QA 127EAX26Q0052.docx DOCX document
C05 SF30 127EAX26Q0052-0001.pdf PDF
C05c BSC Pre-bid Sign in 127EAX26Q0052.xlsx XLSX spreadsheet
C04e Attachment 5 Addendum Blanchard Sewer Line Replacemt 127EAX26Q0052.pdf PDF
C04g Attachment 7 Site Visit Info 127EAX26Q0052.docx DOCX document
C04f Attachment 6 RFI Form 127EAX26Q0052.docx DOCX document
C04d Attachment 4 Narrative Blanchard Sewer Line Replacemt 127EAX26Q0052.pdf PDF
C04 SF1442 127EAX26Q0052.pdf PDF
C04a Attachment 1 SOW Blanchard Sewer Line Replacemt 127EAX26Q0052.pdf PDF
C04b Attachment 2 Specs Blanchard Sewer Line Replacemt 127EAX26Q0052.pdf PDF
C04h Attachment 8 SOI Blanchard Sewer Line 127EAX26Q0052.xlsx XLSX spreadsheet
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FOREST LOCATION VICINITY MAP SHEET OF

United States Department of Agriculture Forest Service

GAOA - BLANCHARD

SEWAGE LINE REPLACEMENT

2/1 3/2

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ARKANSAS

STONE COUNTY

(R-08) SOUTHERN REGION

OZARK-ST. FRANCIS NATIONAL FORESTS

SYLAMORE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET

NO. SHEET TITLE DATE

1 G001 COVER SHEET 2/13/2026

2 C101 GRAVITY SEWER AND FORCE MAIN

REHABILITATION PLAN 2/13/2026

3 C102 ORIGINAL PROJECT EXISTING AND

MODIFIED PROFILES 2/13/2026

4 C103 GRAVITY SEWER AND FORCE MAIN DETAILS 2/13/2026

5 C104 EROSION CONTROL PLAN 2/13/2026

6 C105 SILT FENCING AND EROSION CONTROL

DETAILS 2/13/2026

7 C106 GRAVITY SEWER AND FORCE MAIN DETAILS 2/13/2026

8 A201 ARCHITECTURAL LIFT STATION #1 AND 2 2/13/2026

9 P001 PLUMBING LEGENDS & ABBREVIATIONS 2/13/2026

10 MP101 PLUMBING LIFT STATION LOCATIONS 2/13/2026

11 MP201 LIFT STATION #1 PLUMBING FLOOR PLAN 2/13/2026

12 MP202 LIFT STATION #2 PLUMBING FLOOR PLAN 2/13/2026

13 MP301 PLUMBING DETAILS & SCHEDULES 2/13/2026

14 E001 ELECTRICAL LEGENDS & ABBREVIATIONS 2/13/2026

15 E101 ELECTRICAL SITE PLAN 2/13/2026

16 E201 ELECTRICAL LIFT STATION #1 AND #2

DEMOLITION 2/13/2026

17 E202 ELECTRICAL LIFT STATION #1 AND #2 NEW

WORK 2/13/2026

18 E301 ELECTRICAL PANEL, FIXTURE SCHEDULE &

EQUIPMENT LIST 2/13/2026

19 E401 ELECTRICAL CONTROL LOGIC DIAGRAM &

OPERATIONAL METHODOLOGY 2/13/2026

DATE:

DATE:

DATE:

REVIEWED AND APPROVED BY

DATE:

DATE:

DIRECTOR OF

ENGINEERING

RO WATER & WASTEWATER

PROGRAM MANAGER

FOREST SUPERVISOR

DISTRICT RANGER

FOREST ENGINEER

RECOMMENDED BY:

APPROVED BY:

RECOMMENDED BY:

RECOMMENDED BY:

RECOMMENDED BY:

A/E DESIGN

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25005

BRIAN

MILLER

AR HWY 14

BLANCHARD RD.

UGP

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P

U G

P

UG

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UG

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UGP

UGP

Bla nc ha rd

Se wa ge Tr ea tm en t P lan t

M H

F H

Ex ist ing St ub w ith En d C ap

Ex ist ing Sl ab to re main

Ex ist ing Pa ne l to be re mov ed

Se rvi ce En tra nc e C on du it

Fib er gla ss

Pu mp B as in to be in sta lle d

Su rfa ce Dr ain

Un de r D rai n

Te lep ho ne

Ca ble

Ta nk s t o b e r em ov ed

Ex ist ing Se wa ge

Tr ea tm en t P lan t

Co mmun ito r

Ex ist ing

Ex ist ing Su rge Ta nk

Ex ist ing D os ing

Ta nk

F H

Ch lor ina tio n C ha mbe r

La b O ffic e

Fin al

Lif t S tat ion

Sto rag e S he d

Ele ctr ic Pu ll B ox

M H

Sig na l W ire

(T ele ph on e C ab le)

Ele ctr ic Pu ll B ox

Blo we r

Blo we r

Eq uip men t R oo m

W ate r H ea ter

Ex ist ing Lif t S tat ion

Ele ctr ica l C ab ine t to be re mov ed

Ex ist ing Sl ab to be re mov ed

SS

SS

0+00

0+50

1+00

1+50

2+00

2+50

3+00

3+50

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5+50

6+00

6+50

7+00

7+50

8+

8+

9+

9+

+0

+5

+0

+5

+5

SEWER SYS OFFICE

@WASTE WATER PLANT

(NOT IN CONTRACT)

800± OF EXISTING 4"

CI/DI FORCE MAIN

(TO BE REMOVED

BY CONTRACTOR)

MEN'S BATH HOUSE

@ SWIM BEACH

(NOT IN CONTRACT)

LIFT STATION #2

WOMEN'S BATH HOUSE

@ SWIM BEACH

(NOT IN CONTRACT)

MH #6

48" MH #9 - 4'-3" DEEP

(CONTRACTOR TO

REPLACE WITH NEW

CONCRETE MANHOLE

5'-6" FROM RIM TO

INVERT AND MATCH

EXISTING INVERT)

MH #7

MH #7B

EXISTING 6" CI/DI

GRAVITY MAIN

413± L.F. OF 4" DR-9

HDPE FORCE MAIN -

36" MINIMUM COVER -

(INSTALLED BY OPEN

CUT METHOD)

360± OF EXISTING 6"

CI/DI GRAVITY MAIN

(TO BE REMOVED

BY CONTRACTOR)

320± L.F. (HORIZONTAL DISTANCE)

OF 4" DR-9 HDPE INSTALLED BY

HORIZONTAL DIRECTIONAL

DRILLING (PLACE PIPE 10 TO 12

FEET BELOW BOTTOM OF CREEK)

MH #10 - 4'-6" DEEP

(CONTRACTOR TO CONNECT

NEW PIPE TO EXISTING MH#10

AT SAME INVERT)

360± L.F. OF 6" SDR-26 PVC GRAVITY SEWER

LINE WITH CLASS 1 BEDDING - MATCH

EXISTING INVERT ELEVATIONS AND SLOPE -

100 FEET IN THE 6' TO 8' CUT DEPTH WITH

REMAINDER IS 0' TO 6' CUT DEPTH

(INSTALLED BY OPEN CUT METHOD)

EXISTING 6" CI/DI GRAVITY MAIN

(TO BE PROTECTED BY CONTRACTOR)

62± L.F. OF 4" DR-9 HDPE FORCE MAIN -

CONNECT TO PIPING LEAVING LIFT

STATION WITH 5' OF C-900 PVC AND

CONNECT PVC TO HDPE WITH HARVEY

ADAPTER - 36" MINIMUM COVER -

(INSTALLED BY OPEN CUT METHOD) - SEE

DETAIL ON SHEET C103.

SEE NOTE 1

APPROXIMATE POINT REPAIR LOCATION

NOTES:

1. 180± L.F. OF 6" CIPP BETWEEN MH#7 AND LS#2 WITH ONE POINT REPAIR. EXISTING

DUCTILE IRON LINE TO BE HEAVY CLEANED INCLUDING THE USE OF CHAIN

KNOCKER. REPLACE CURB AND ASPHALT PAVEMENT IF REMOVED DURING POINT

REPAIR WITH PRICE INCLUDED IN POINT REPAIR PAY ITEM.

2. POINT REPAIR PIPE TO BE SDR-26 PVC.

3. CONNECT EACH END OF POINT REPAIR TO EXISTING DUCTILE IRON PIPE WITH HULK

COUPLING BY FERNCO OR EQUAL.

4. 115± L.F. OF 6" CIPP BETWEEN MH#7 AND MH#6. EXISTING DUCTILE IRON LINE TO BE

HEAVY CLEANED INCLUDING THE USE OF CHAIN KNOCKER.

5. 60± L.F. OF 6" CIPP BETWEEN MH#7 AND MH#7B. EXISTING DUCTILE IRON LINE TO

BE HEAVY CLEANED INCLUDING THE USE OF CHAIN KNOCKER.

6. CONTRACTOR TO PROVIDE SAFETY MANUAL FOR INSTALLATION OF CIPP.

7. OPEN CUT HDPE AND HORIZONTAL DIRECTIONAL DRILL HDPE SHALL BE

CONNECTED USING BUTT FUSION WELD.

8. CONTRACTOR TO PROVIDE A SAFETY MANUAL FOR HORIZONTAL DIRECTIONAL

DRILL INSTALLATION.

9. CONTRACTOR TO PROVIDE A DRILLING PLAN AS SPECIFIED IN SECTION 33 05 07.

10. CONTRACTOR SHALL PROVIDE HDD EROSION CONTROL AND SPILL PREVENTION

PLAN PRIOR TO CONSTRUCTION.

11. CONTRACTOR SHALL STOCK PILE TOPSOIL FROM DISTURBED AREAS AND BRING IN

TOPSOIL IF NEEDED TO BRING TRENCH EXCAVATIONS AS SHOWN ON C103.

12. CONTRACTOR SHALL SEED AND FERTILIZE ALL DISTURBED AREAS IN

ACCORDANCE WITH SECTIONS 32 91 00 AND 32 92 00.

13. CONTRACTOR SHALL TEST ALL PIPING IN ACCORDANCE TO SECTION 33 05 05.

SEE NOTE 5

SEE NOTE 4

~WOODED AREA~

UGP

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UGP

UGP

EDGE OF

PAVEMENT

~WOODED AREA~

~WOODED AREA~

~WOODED AREA~

~WOODED AREA~

~WOODED AREA~

~WOODED

AREA~

~WOODED

AREA~

APPROXIMATE LOCATION OF

UNDERGORUND ELECTRIC LINE AND

FIBER OPTIC LINE

(CONTRACTOR TO HAVE

LOCATED BEFORE

CONSTRUCTION BEGINS)

SEE NOTE 7

SEE NOTE 7

DITCH CROSSING

CENTERED ABOUT

DITCH - (SEE SHEET

C103 FOR DETAILS)

LIFT STATION #1

CONSTRUCTION LIMITS - 15' ON

EITHER SIDE OF FORCE MAIN AND

GRAVITY LINE

CONSTRUCTION

LIMITS

UGP

LEGEND

6+00

SS

AIR/VACUUM VALVE AND MANHOLE -

SEE SHEET C106 FOR DETAILS

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO. REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R-08)

SOUTHERN REGION

GAOA -

BLANCHARD

SEWAGE LINE

REPLACEMENT

A/E DESIGN

OZARK-ST. FRANCIS

NATIONAL FORESTS

SYLAMORE

RANGER DISTRICT

02/13/2026

PWG

CONSTRUCTION DOCUMENTS 02/13/25

PWG

GRAVITY SEWER AND

FORCE MAIN

REHABILITATION PLAN

C101

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25003

BRIAN

MILLER

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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BRIDGE

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ASPHALT DRIVE & PARKING

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ASPHALT DRIVE & PARKING

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NORTH SYLAMORE CREEK >>

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<< NORTH SYLAMORE CREEK

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NORTH SYLAMORE CREEK >>

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ASPHALT DRIVE

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CREEK

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UNDERGROUND ELECTRIC LINE

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AND FIBER OPTIC LINE

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CONSTRUCTION LIMITS

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CENTERLINE STATIONING

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EXISTING MANHOLE

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NEW CONCRETE MANHOLE

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4" SDR-26 PVC GRAVITY SEWER LINE

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4" DR-9 HDPE FORCE MAIN (OPEN CUT METHOD)

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4" DR-9 HDPE FORCE MAIN (HORIZONTAL DIRECTIONAL DRILL)

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LIFT STATION #2

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POINT REPAIR

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GRAPHIC SCALE

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N

EW

8"

M H

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO. REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHERN REGION

GAOA -

BLANCHARD

SEWAGE LINE

REPLACEMENT

A/E DESIGN

OZARK-ST. FRANCIS

NATIONAL FORESTS

SYLAMORE

RANGER DISTRICT

PWG/JEM

PWG

ORIGINAL PROJECT

EXISTING AND MODIFIED

PROFILES

C102

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25003

BRIAN

MILLER

GENERAL NOTE:

THE EXISTING PROFILES WAS GENERATED BY RECORD DRAWING NO. 5-7233

OBTAINED FROM U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE REGION 8

ORIGINAL PROJECT EXISTING - PROFILE

MODIFIED - PROFILE

4" DR-9 FUSED HDPE

(OPEN CUT)

6" SDR-26 PVC

45° BEND22 1/2° BEND

320' DIRECTIONAL DRILL

(HORIZONTAL LENGTH) OF

4" DR-9 HDPE

4" DR-9 FUSED HDPE

(OPEN CUT)

10' TO 12' BELOW

CREEK BOTTOM

02/13/2026

CONTRACTOR TO INSTALL

NEW MH#9 AT THE SAME

INVERT AS EXISTING MH#9

CONTRACTOR TO CONNECT NEW

PIPE TO EXISTING MH#10 AT SAME

ELEVATION AS EXISTING PIPE

AIR/VACUUM VALVE AND MANHOLE

- SEE SHEET C106 FOR DETAILS

DITCH CROSSING

LOCATION TO BE

FIELD DETERMINED

CONSTRUCTION DOCUMENTS 02/13/25

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THRUST BLOCK

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4" C.I. FORCE MAIN

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MH #10 STA. 25+05

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EXISTING PROFILE

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MH #8 STA. & LIFT STATION NO. 2

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MH #10 STA. 25+05

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1"= 6' VERT.

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SCALE 1"=60' HORIZ.

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EXISTING 6" C.I./D.I. GRAVITY MAIN

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EXISTING 6" C.I./D.I. GRAVITY MAIN

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EXISTING 6" C.I./D.I. GRAVITY MAIN

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(ELEVATION)

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MH #8 STA. 13+12.70 & LIFT STATION NO. 2

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MH #9 STA. 21+35

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NORTH SYLAMORE CREEK

NORTH SYLAMORE CREEK

SECTION OF 4' PRECAST MANHOLE

FOR 48" DIAMETER MANHOLES

STANDARD ECCENTRIC CONE

TYPICAL TRENCH DETAIL FOR PVC AND HDPE PIPE

FOR SIMILAR AND DISSIMILAR PIPE SIZES

HDPE TO PVC TYPICAL CONNECTION

PLAN

ELEVATION

TO EXISTING MANHOLE

TYP. DETAIL OF SEWER PIPE CONNECTION

DITCH CROSSING DETAIL

SECTION OF 4' PRECAST MANHOLE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO. REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R-08)

SOUTHERN REGION

GAOA -

BLANCHARD

SEWAGE LINE

REPLACEMENT

A/E DESIGN

OZARK-ST. FRANCIS

NATIONAL FORESTS

SYLAMORE

RANGER DISTRICT

JEM

PWG

GRAVITY SEWER AND

FORCE MAIN DETAILS

C103

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25003

BRIAN

MILLER

02/13/2026

CONSTRUCTION DOCUMENTS 02/13/25

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REINFORCING COLLAR

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HDPE BUTT FUSION END

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HARVEY ADAPTER

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PVC

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REINFORCING COLLAR

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HARVEY ADAPTER

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PVC WITH REDUCER

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NTS

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4" OR 6" ADJUSTING RING

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ECCENTRIC CONE SECTION

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JOINTS TO BE SEALED

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INSIDE AND OUTSIDE

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CONCRETE GROUT

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RISER SECTION

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24" OR 36"

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AS REQ'D.

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AS

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VARIES

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AS REQUIRED

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NOTE: BEDDING REQUIREMENTS

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NOT SHOWN.

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REQ'D.

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PRECAST MANHOLE

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BASE SHALL BE

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IN ACCORDANCE

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WITH SPECIFICATIONS

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WITH SPECIFICATION

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IN ACCORDANCE

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SECTION SHALL BE

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PRECAST MANHOLE

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0.75 OF INFLUENT

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NTS

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MANHOLE

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STD. ECCENTRIC

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SECTION

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STD. RISER

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OTHERWISE NOTED ON PLANS

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FINISHED GRADE UNLESS

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NOTE:

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SHOWN IN SECTIONS ONE AND TWO.

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DETAILS FOR RISER & BASE SECTIONS ARE SAME AS

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NON-SHRINK

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GROUT

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C.I. FRAME & COVER (MATCH EXISTING)

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%%U CLASS 1 BEDDING

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TO DEPTH AS REQ'D.

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COMPACTED SELECT BEDDING

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LIMITS OF SAW CUT

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SHEETING WHEN REQUIRED

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HAUNCH ZONE

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REQUIREMENTS FOR SLOPING WALL OF TRENCH.

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INSTALL SHEETING. CONTRACTOR TO DETERMINE

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AT AREAS NOT SPECIFIED ON PLANS TO

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CONTRACTOR TO DETERMINE REQUIREMENT

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FOR SHEETING BASED ON SOIL CONDITIONS

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SURFACE OF GROUND

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NOTE:

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SPRING LINE

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INITIAL BACKFILL

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CUT DEPTH

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16'-0" AND

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DEEPER

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CUT DEPTH

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0'-0" TO

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GENERAL BACKFILL (IF SUITABLE) IN

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COMPACTED SELECT TRENCH BACKFILL

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IN VEHICULAR TRAFFIC AREAS OR

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NON-VEHICULAR TRAFFIC AREAS

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9" TEMPORARY COMPACTED MILLED

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ASPHALT PAVEMENT SURFACE IN

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VEHICULAR TRAFFIC AREAS

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(SEE NOTE 1 BELOW)

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AND OUTGOING SEWER LINE.

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AVERAGE OF THE SLOPES OF THE INCOMING

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MANHOLE SHALL NOT BE LESS THAN THE

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MINIMUM SLOPE, IF APPLICABLE, THROUGH

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STANDARD BASE SECTION

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PRECAST CONCRETE BASE

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FINISHED GRADE UNLESS

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OTHERWISE NOTED ON PLANS

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PAVEMENT

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C.I. FRAME & COVER

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NON-SHRINK GROUT

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STANDARD

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STD. ECCENTRIC

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CONE SECTION

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AS REQ'D.

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4" MIN. COMPACT SELECT BEDDING

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OR LATERAL CONNECTOR

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INSTALLED BY MANHOLE

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RISER SECTION

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AND PIPE.

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MANHOLE BOOT

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GROUT FILL VOID

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AREA BETWEEN

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RUBBER MANHOLE BOOT

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SEE STANDARD ECCENTRIC CONE FOR ALL DIAMETER MANHOLES

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EXTRA COMPACTED

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SELECT BEDDING

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AS APPROVED BY

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THE ENGINEER

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MANUFACTURER

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NTS

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NTS

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PIPE AT EACH END OF MANHOLE

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SELECT BEDDING

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SELECT BEDDING UNDER

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AutoCAD SHX Text BRICK MANHOLE WATER STOP (SEE DETAIL 6 THIS DWG.) CONCRETE MANHOLE LATERAL CONNECTOR (INSERT-A-TEE OR EQUAL)

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MANHOLE BASE SLAB

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MANHOLE RISER

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FORM INVERT

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GROUT

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NTS

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MANHOLE BASE SLAB

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MANHOLE RISER

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NTS

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TOP BANK

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TOP BANK

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6" SDR-26 SANITARY SEWER MAIN WITH 4 CASING SPACERS EVENLY SPACED INSIDE CASING

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6" SDR-26 SANITARY SEWER MAIN

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MOUND SOIL 4" ABOVE TOP OF TRENCH THEN ADD 4" TOPSOIL

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NTS

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PIPE DIAMETER

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4" MIN. COMPACT SELECT BEDDING

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RUBBER MANHOLE BOOT OR LATERAL CONNECTOR INSTALLED BY MANHOLE MANUFACTURER

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E

UGP

G

P

U G

P

UG

P

UG

P

UGP

UGP

Bla nc ha rd

Se wa ge Tr ea tm en t P lan t

M H

F H

Ex ist ing St ub w ith En d C ap

Ex ist ing Sl ab to re main

Ex ist ing Pa ne l to be re mov ed

Se rvi ce En tra nc e C on du it

Fib er gla ss

Pu mp B as in to be in sta lle d

Su rfa ce Dr ain

Un de r D rai n

Te lep ho ne

Ca ble

Ta nk s t o b e r em ov ed

Ex ist ing Se wa ge

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Ex ist ing

Ex ist ing Su rge Ta nk

Ex ist ing D os ing

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Ch lor ina tio n C ha mbe r

La b O ffic e

Fin al

Lif t S tat ion

Sto rag e S he d

Ele ctr ic Pu ll B ox

M H

Sig na l W ire

(T ele ph on e C ab le)

Ele ctr ic Pu ll B ox

Blo we r

Blo we r

Eq uip men t R oo m

W ate r H ea ter

Ex ist ing Lif t S tat ion

Ele ctr ica l C ab ine t to be re mov ed

Ex ist ing Sl ab to be re mov ed

SS

SS

0+00

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1+00

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+0

+5

+0

+5

+5

SEWER SYS OFFICE

@WASTE WATER PLANT

(NOT IN CONTRACT)

MEN'S BATH HOUSE

@ SWIM BEACH

(NOT IN CONTRACT)

LIFT STATION #2

WOMEN'S BATH HOUSE

@ SWIM BEACH

(NOT IN CONTRACT)

MH #6

MH #7

MH #7B

MH #10 - 4'-6" DEEP

EXISTING 6" CI/DI GRAVITY MAIN

(TO BE PROTECTED BY CONTRACTOR)

~WOODED AREA~

UGP

UGP

UGP

UGP

UGP

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EDGE OF

PAVEMENT

~WOODED AREA~

~WOODED AREA~

~WOODED AREA~

~WOODED AREA~

~WOODED AREA~

~WOODED

AREA~

~WOODED

AREA~

LIFT STATION #1

CONSTRUCTION LIMITS - 15' ON

EITHER SIDE OF FORCE MAIN AND

GRAVITY LINE

CONSTRUCTION

LIMITS

UGP

LEGEND

6+00

SS

NOTE:

WATTLES SHALL BE INSTALL IN 50' INTERVALS ALONG THE PROPOSED

FORCE MAIN AND GRAVITY SEWER INSTALLATION.

20"Ø WATTLE (TYPICAL)

WATTLES TO BE INSTALLED

AROUND POINT REPAIR

(10' MINIMUM DIAMETER)

AND PUMP STATION

(10' OFFSET FROM BUILDING)

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO. REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 3/2

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SOUTHERN REGION

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BLANCHARD

SEWAGE LINE

REPLACEMENT

A/E DESIGN

OZARK-ST. FRANCIS

NATIONAL FORESTS

SYLAMORE

RANGER DISTRICT

PWG/JEM

PWG

EROSION CONTROL PLAN

C104

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25003

BRIAN

MILLER

02/13/2026

CONSTRUCTION DOCUMENTS 02/13/25

AutoCAD SHX Text F

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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ASPHALT DRIVE

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BRIDGE

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ASPHALT DRIVE & PARKING

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ASPHALT DRIVE & PARKING

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NORTH SYLAMORE CREEK >>

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<< NORTH SYLAMORE CREEK

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NORTH SYLAMORE CREEK >>

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ASPHALT DRIVE

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CREEK

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UNDERGROUND ELECTRIC LINE

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AND FIBER OPTIC LINE

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CONSTRUCTION LIMITS

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CENTERLINE STATIONING

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EXISTING MANHOLE

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LIFT STATION

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EXISTING 6" CI/DI GRAVITY MAIN

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WATTLES (SEE WATTLE

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DETAILS ON DRAWING NO. C105)

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( IN FEET )

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GRAPHIC SCALE

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HAY BALES AND SILT FENCE

TEMPORARY PIPE BARRIER

SILT FENCE DETAIL

NOTES:

SILT FENCE MAINTENANCE PLAN

SECTION

WATTLE DETAIL

SECTION A-A

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO. REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 3/2

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SEWAGE LINE

REPLACEMENT

A/E DESIGN

OZARK-ST. FRANCIS

NATIONAL FORESTS

SYLAMORE

RANGER DISTRICT

JEM

PWG

SILT FENCING AND

EROSION CONTROL

DETAILS

C105

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25003

BRIAN

MILLER

02/13/2026

CONSTRUCTION DOCUMENTS 02/13/25

AutoCAD SHX Text

PIPE

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SF

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

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HAY BALES

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AS NEEDED

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CARE SHALL BE TAKEN TO MINIMIZE THE MOVEMENT OF SEDIMENT INTO ALL

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STORM DRAIN APPURTENANCES AND PUBLIC ROADS UNTIL THE IMPERVIOUS

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MATERIAL (ROAD/PARKING AREA SURFACE) IS APPLIED.

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ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR

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STABILITY AND OPERATIONAL INTEGRITY FOLLOWING EVERY RUNOFF

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PRODUCING RAINFALL BUT IN IN NO CASE LESS THAN EVERY WEEK. ANY

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NECESSARY REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN THE

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MEASURE'S PERFORMANCE AS DESIGNATED.

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SEDIMENT WILL BE REMOVED FROM THE UPSTREAM FACE OF SILT FENCE WHEN

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IT REACHES A MAXIMUM SIX-INCH (6") DEPTH AT THE FENCE. THE FENCE WILL

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BE REPLACED AS NECESSARY TO MAINTAIN A BARRIER.

AutoCAD SHX Text 3.

AutoCAD SHX Text 2.

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AutoCAD SHX Text APPROX. 4"x4" TRENCH

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APPROXIMATELY 8 INCHES OF FILTER

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INTO A TRENCH AND BE ANCHORED

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WITH COMPACTED BACKFILL MATERIAL

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FABRIC MATERIAL MUST EXTEND

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WOOD OR STEEL POSTS

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10' MAX. SPACING

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FOR ADDITIONAL STRENGTH, FILTER FABRIC

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MATERIAL CAN BE ATTACHED TO A 6 INCH

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MESH WIRE SCREEN FASTENED TO THE POSTS.

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FILTER FABRIC MATERIAL SECURELY

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FASTENED TO THE POSTS OR (IF USED)

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THE WIRE MESH

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FILTER FABRIC MATERIAL

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2' MIN.

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WOOD OR STEEL POSTS

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10" MIN.

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RUNOFF

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CHANNEL BOTTOM

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FLOW

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EXTEND WATTLE 5' BEYOND THE CONSTRUCTION LIMITS

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WATTLE 20" TO BE PLACED IN "U" SHAPE

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WOOD STAKE AT TOE OF SLOPE, BOTH SIDES

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WOOD STAKE (DO NOT ANCHOR THROUGH NETTING)

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LASH STAKES TOGETHER WITH EITHER BAILING TWINE OR ALUMINUM WIRE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text A

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FLOW

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18" MIN.

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WATTLE 20"

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PROPOSED FORCE MAIN OR GRAVITY LINE

AutoCAD SHX Text 15'

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CONSTRUCTION LIMITS - 15' ON EITHER SIDE OF FORCE MAIN AND GRAVITY LINE

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1. EROSION CONTROL MEASURES SHALL BE INSTALLED PROMPTLY 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PROMPTLY 1. DURING ALL CONSTRUCTION PHASES. 2. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. THE THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. THE CONTRACTOR SHALL TAKE THE NECESSARY MEASURES TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 4. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL HAS BEEN RECEIVED FROM GOVERNING AUTHORITIES. 5. ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE INDICATED ALL DISTURBED AREAS WHICH ARE NOT OTHERWISE INDICATED SHALL BE SEEDED AND MULCHED.

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO. REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 3/2

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BLANCHARD

SEWAGE LINE

REPLACEMENT

A/E DESIGN

OZARK-ST. FRANCIS

NATIONAL FORESTS

SYLAMORE

RANGER DISTRICT

JEM

PWG

GRAVITY SEWER AND

FORCE MAIN DETAILS

C106

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25003

BRIAN

MILLER

02/13/2026

BEARING AREA IN SQ. FT. VERTICAL BENDS

TYPICAL THRUST BLOCKING IN WATER MAINS

AND SEWAGE FORCE MAINSCROSS

TYPICAL CROSS SECTION

PLUGGED TEE

TEE

90° BEND

VERTICAL BENDS

TOP PLAN

RELEASE VALVE AND VAULT

SEWAGE AIR/VACUUM

SECTION B-BSECTION A-A

LOWER PLAN

CONSTRUCTION DOCUMENTS 02/13/25

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NOTE:

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AutoCAD SHX Text 595(22.0)

AutoCAD SHX Text 440(16.3)

AutoCAD SHX Text 308(11.4)

AutoCAD SHX Text 200(7.4)

AutoCAD SHX Text 140(5.2)

AutoCAD SHX Text 114(4.2)

AutoCAD SHX Text 91.0(3.4)

AutoCAD SHX Text 70.0(2.6)

AutoCAD SHX Text 52.0(1.9)

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AutoCAD SHX Text 14.0(.5)

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AutoCAD SHX Text 1100(40.7)

AutoCAD SHX Text 814(30.1)

AutoCAD SHX Text 568(21.1)

AutoCAD SHX Text 370(13.7)

AutoCAD SHX Text 259(9.6)

AutoCAD SHX Text 211(7.8)

AutoCAD SHX Text 168(6.2)

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AutoCAD SHX Text 97.0(3.6)

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BEND

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BEND

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BEND

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BEND

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OR TEE

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DEAD-END

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DIAMETER (IN)

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NOMINAL PIPE

AutoCAD SHX Text 146.0

AutoCAD SHX Text 104.0

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AutoCAD SHX Text 77.0

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NOMINAL PIPE

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DIAMETER (IN)

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DEAD-END

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OR TEE

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BEND

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4 AND 6

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VOLUME OF BLOCKS INCLUDING SOIL LOAD CU. FT. (CU. YDS.)

AutoCAD SHX Text 26.0(1.0)

AutoCAD SHX Text 45.0(1.7)

AutoCAD SHX Text 68.0(2.5)

AutoCAD SHX Text

NOTE: ALL THRUST BLOCKS 2,500 PSI CONCRETE AGAINST UNDISTURBED EARTH

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UNDISTURBED SOIL

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THRUST BLOCK

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6",8",10",12",14" DIAMETERS

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16",18",20",24" DIAMETERS

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30",36",42" DIAMETERS

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1'-6" MIN.

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2'-0" MIN.

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3'-0" MIN.

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C PIPE

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1'-0" MIN.

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NO. 8 REBAR

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FINISHED GRADE

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3' MIN.

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COVER

AutoCAD SHX Text ABOVE VALUES CALCULATED USING P=100 AND ALLOWANCE. SOIL BRG. = 1500 PSF. FOR DIFFERENT P, MULTIPLY ABOVE VALUES BY P/100. FOR DIFFERENT SOIL BRG, MULTIPLY ABOVE VALUES BY 1500/S.B.

AutoCAD SHX Text ABOVE VALUES REPRESENT THE VOLUME OF BLOCKS INCLUDING SOIL LOAD IN CU.FT. (CU.YDS.) THE VALUES WERE CALCULATED USING A P=100 PSI AND A S.F.=1.5 . FOR DIFFERENT P, MULTIPLY VALUES BY P/100.

AutoCAD SHX Text N.T.S.

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FLAT MH TOP SECTION

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FLAT MH TOP SECTION

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MH FRAME AND COVER

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MH FRAME AND COVER

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1" AIR/VACUUM RELEASE VALVE

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1" AIR/VACUUM RELEASE VALVE

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1" S.S. BALL VALVE

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4" PVC FORCE MAIN

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4" PVC FORCE MAIN

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RESTRAINED MJ PLUG WITH 1" THREADED TAP

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4"X4" RESTRAINED M.J. JOINT D.I. TEE

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FLAT MH TOP SECTION

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MH FRAME AND COVER

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4" RESTRAINED M.J. JOINT D.I. TEE

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GRAVEL

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GRAVEL

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GRAVEL

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48" PRECAST MANHOLE

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48" PRECAST MANHOLE

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48" PRECAST MANHOLE

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48" PRECAST MANHOLE

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AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text 4"x4" RESTRAINED M.J. JOINT D.I. TEE

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1" 316 S.S PIPE SUPPORT

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1" 316 S.S. PIPE SUPPORT

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RESTRAINED MJ PLUG WITH 1" THREADED TAP

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RESTRAINED MJ PLUG WITH 1" THREADED TAP

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1" S.S. BALL VALVE

NOTESl 1. 1" PIPING SHALL BE 304 STAINLESS STEEL (S.S.). 1" PIPING SHALL BE 304 STAINLESS STEEL (S.S.). 2. 4"X4" DUCTILE IRON (D.I.) MECHANICAL JOINT (M.J.) 4"X4" DUCTILE IRON (D.I.) MECHANICAL JOINT (M.J.) TEE AND PLUG SHALL BE LINED WITH PROTECO 401 OR EQUAL. 3. 1" S.S. BALL VALVE SHALL BE CHICAGO VALVE AND 1" S.S. BALL VALVE SHALL BE CHICAGO VALVE AND CONTROL SERIES 35 S.S. BALL VALVE OR EQUAL WITH THREADED ENDS. 4. AIR/VACUUM SHALL BE A 1" APCO ASV-401 OR AIR/VACUUM SHALL BE A 1" APCO ASV-401 OR EQUAL WITH DUCTILE IRON BODY, 316 SS INTERNAL PARTS, AND FEMALE PIPE THREAD INLET CONNECTION. 5. 48" MANHOLE SECTION FROM TOP OF RIM TO BOTTOM 48" MANHOLE SECTION FROM TOP OF RIM TO BOTTOM SHALL BE A MINIMUM OF 7'-0".

EXISTING

CONTROL

PANEL

EXISITNG

POWER

PANEL

EXISITNG

SURGE

ARRESTOR

EXISTING

CONTROL

PANEL

EXISITNG

POWER

PANEL

EXISITNG

SURGE

ARRESTOR

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO. REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/1 3/2

6 0 9:

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(R-08)

SOUTHERN REGION

GAOA -

BLANCHARD

SEWAGE LINE

REPLACEMENT

A/E DESIGN

OZARK-ST. FRANCIS

NATIONAL FORESTS

SYLAMORE

RANGER DISTRICT

02/13/2026

CONSTRUCTION DOCUMENTS 02/13/2026

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25005

BRIAN

MILLER

1'0' 6"3" 9" 2'

SCALE: 1" = 1'-0"

LIFT STATION #1 AND 2 DOOR REPLACEMENT1

GENERAL NOTES:

A. NEW DOORS AND FRAMES SHALL BE FIELD

FINISHED (PRIMED & PAINTED). COLOR TO

MATCH EXISTING BUILDING TRIM COLOR.

B. DOOR HARDWARE SHALL COMPLY WITH

APPLICABLE CODES AND REGULATIONS.

C. DEADBOLT CYLINDER LOCKS SHALL BE

PROVIDED BY OWNER. CONTRACTOR

SHALL COORDINATE HARDWARE

COMPATIBILITY PRIOR TO ORDERING

DOORS, FRAMES, AND HARDWARE.

KEY NOTES:

REMOVE EXISTING DOOR FRAME. PREPARE

OPENING TO RECEIVE NEW FRAME.

INSTALL NEW DOOR FRAME AS

SCHEDULED.

REMOVE EXISTING HOLLOW METAL DOOR

AND HARDWARE. PROVIDE NEW DOORS

AND HARDWARE AS SCHEDULED.

N.T.S

ARCHITECTURAL

LIFT STATIONS 1 & 2

A201

LIFT STATION #1 N.T.S

LIFT STATION #2

1 1

DOOR SCHEDULE

0' 5'1' 2' 3' 4'

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

DOOR & FRAME TYPES2

2026.02.13

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 5'-9 1/2"

AutoCAD SHX Text D-1

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SOLID POLYSTYRENE CORE FIBERGLASS DOOR

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text F-1

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FIBERGLASS FRAME

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DOOR

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SIZE

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DOOR #

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REMARKS

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FRAME

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NOTES:

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GENERAL

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NOTE 1

AutoCAD SHX Text 36" x 69.5" (VERIFY)

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TYPE

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TYPE

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FIRE RATING (IN MINUTES)

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1. SOLID POLYSTYRENE CORE FIBERGLASS (FRP) DOOR AND FRAME TO BE FIELD VERIFIED TO FIT EXISTING OPENING AT EACH LOCATION INDICATED ON DRAWINGS. CYLINDRICAL DEAD BOLT LOCK SHALL BE PROVIDED BY OWNER AND INSTALLED BY CONTRACTOR. DOOR AND FRAME SHALL BE PREPPED TO RECEIVE CYLINDRICAL DEAD BOLT AND LOCKSET.

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MATERIAL

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SIZE

AutoCAD SHX Text 40" x 72" (VERIFY)

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FIBERGLASS

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MATERIAL

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FIBERGLASS

AutoCAD SHX Text D-1

AutoCAD SHX Text F-1

AutoCAD SHX Text 36" x 69.5" (VERIFY)

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AutoCAD SHX Text 40" x 72" (VERIFY)

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FIBERGLASS

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FIBERGLASS

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PASSAGE

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PASSAGE

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NOTE 1

Justin Altazan Arkansas

Justin Altazan JA Sig Blue

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO. REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

2/9 /26

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(R-08)

SOUTHERN REGION

GAOA -

BLANCHARD

SEWAGE LINE

REPLACEMENT

A/E DESIGN

OZARK-ST. FRANCIS

NATIONAL FORESTS

SYLAMORE

RANGER DISTRICT

02/13/2026

CONSTRUCTION DOCUMENTS 02/13/2026

JOB NO:

BG:

PROJECT

MANAGER:

BATON ROUGE - NEW ORLEANS

MCA

Engineering & Construction

USDF25005

BRIAN

MILLER

WLW

KPW

BTM

PLUMBING PIPING LEGEND

SYMBOL ABBREVIATION DESCRIPTION

CW

HW

HW

T

HWR

SS

GW

OW

SW

CS

SV

GV

OV

CV

C

CA

CO₂

MA

N

N₂0

WAGD

O

VAC

R

NG

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER

("#" NOTES TEMPERATURE)

TEMPERED DOMESTIC WATER

DOMESTIC HOT WATER RETURN

SANITARY SEWER

GREASE WASTE

OILY WATER SEWER

STORM WATER DRAIN

CHEMICAL SEWER

SANITARY SEWER VENT

GREASE WASTE VENT

OILY WATER SEWER VENT

CHEMICAL VENT

CONDENSATE DRAIN

COMPRESSED AIR

CARBON DIOXIDE

MEDICAL AIR

NITROGEN

NITROUS OXIDE

WASTE ANESTHETIC GAS

DISPOSAL

OXYGEN

VACUUM

HEAT TRACED PIPE

RELIEF LINE

NATURAL GAS

EXISTING PIPE (SEE ABOVE

FOR SYMBOL & ABBREVIATION)

EXISTING PIPE TO BE REMOVED

(SEE ABOVE FOR SYMBOL

& ABBREVIATION)

# °F

PLUMBING ABBREVIATIONS

*NOTE: NOT ALL SYMBOLS ARE USED.

DESCRIPTIONABBREVIATION

C22

GENERAL SYMBOLS

DESCRIPTIONSYMBOL

SECTION LETTER

INDICATES DRAWING SHEET

ON WHICH SECTION IS SHOWN

DRAWING NOTE

COLUMN REFERENCE

POINT OF CONNECTION

DRAWING REVISION NUMBER

DRAWING REVISION CLOUD

*NOTE: NOT ALL SYMBOLS ARE USED.

A. ALL OF THE GENERAL NOTES AND PLUMBING NOTES ON THIS PAGE ARE INTENDED TO

SUPPLEMENT ANY AND ALL SPECIFICATION SECTIONS ASSOCIATED WITH THIS PROJECT.

THESE NOTES DO NOT SUPERCEDE OR TAKE PRECEDENCE OVER FORMAL SPECIFICATION

SECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO QUESTION ANY AND ALL

SPECIFICATION/NOTE CONFLICTS AND OR DISPARITIES AT BID TIME. IF QUESTIONS ARE

NOT RAISED AND CLARIFIED PRIOR TO BID TIME, THE MOST STRINGENT INTERPRETATION

OF ANY SPECIFICATION/NOTE CONFLICT WILL BE CONSIDERED THE APPLICABLE

REQUIREMENT.

B. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL,

STATE, AND LOCAL CODES AND LAWS.

C. OBTAIN ALL PERMITS AND INSPECTIONS AS REQUIRED.

D. COORDINATE WORK WITH OTHER TRADES TO MINIMIZE AND RESOLVE POTENTIAL

CONFLICTS.

E. COMPLETED SYSTEMS SHALL BE TESTED, BALANCED AND GUARANTEED.

F. THE CONTRACTOR SHALL PROVIDE FITTINGS, OFFSETS, ETC. AS NECESSARY TO PROVIDE

A COMPLETE PLUMBING SYSTEM.

G. FURNISH AND INSTALL ALL VALVING FOR THE PROPER SECTIONALIZING AND OPERATION

OF PIPING SYSTEMS. PROVIDE ACCESS PANELS AS REQUIRED FOR ACCESS TO VALVES.

PROVIDE SHUTOFF VALVES ON HOT AND COLD WATER BRANCH PIPING TO FULLY ISOLATE

THE BRANCH LINE. PROVIDE SHUTOFF VALVES AT ALL HOSE BIBBS.

H. ALL PIPES PASSING THROUGH FINISHED WALLS, PARTITIONS AND FLOORS SHALL BE

FITTED WITH ADJUSTABLE ESCUTCHEONS AND APPROPRIATE FIRE STOPPING WHERE

REQUIRED.

I. ATTACH ALL FIXTURES TO SUPPORTING SURFACES PLUMB AND LEVEL. WALL HUNG

FIXTURES SHALL BE SECURELY FASTENED TO WALL MOUNTED BACKING PLATES OR

CARRIER ASSEMBLIES.

J. WHERE FIXTURES ARE MOUNTED TO WALLS AND FLOORS, SEAL ALL INTERSECTIONS WITH

SILICONE CAULK.

K. FINAL LOCATION OF ALL CEILING FEATURES TO BE LOCATED PER REFLECTED CEILING

PLAN.

L. PROVIDE APPROPRIATE FIRE STOPPING MATERIALS WHERE FIRE RATED ASSEMBLIES ARE

PENETRATED.

M. ALL WORK AND MATERIALS SHALL BE GUARANTEED IN WRITING FOR NOT LESS THAN ONE

YEAR FROM PROJECT COMPLETION.

N. PROVIDE SHOP DRAWINGS FOR APPROVAL AS DIRECTED BY ENGINEERS AND

ARCHITECTS.

O. MANUFACTURER'S: THE DESIGN SHOWN ON THE DRAWINGS IS BASED UPON PRODUCTS

OF THE MANUFACTURER SCHEDULED. PRIOR APPROVAL EQUAL EQUIPMENT

MANUFACTURERS WILL BE ACCEPTABLE IF THE EQUIPMENT MEETS THE SCHEDULED

PERFORMANCE AND COMPLIES WITH THE SPECIFICATIONS. IF EQUIPMENT

MANUFACTURED BY OTHER THAN THE BASIS OF DESIGN IS UTILIZED, THEN THE PLUMBING

CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATING WITH THE GENERAL

CONTRACTOR AND ALL AFFECTED SUBCONTRACTORS TO ENSURE PROPER PROVISIONS

FOR INSTALLATION OF THE FURNISHED EQUIPMENT. THIS COORDINATION SHALL

INCLUDE, BUT IS NOT LIMITED TO , THE FOLLOWING:

A. STRUCTURAL SUPPORT FOR EQUIPMENT.

B. PIPING SIZES AND CONNECTION REQUIREMENTS.

C. ELECTRICAL POWER REQUIREMENTS AND WIRE/CONDUIT AND OVERCURRENT

PROTECTION SIZES.

D. CONTROL SYSTEM REQUIREMENTS.

E. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS

INCURRED BY THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND

CONSULTANTS TO MODIFY THE BUILDING PROVISIONS TO ACCEPT FURNISHED

EQUIPMENT.

P. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ENGINEER AND ARCHITECT DOES

NOT RELIEVE THE CONTRACTOR FROM 100% COMPLIANCE WITH ALL ASPECTS OF THE

CONTRACT DOCUMENTS.

Q. SANITIZE ALL NEW HOT AND COLD WATER LINES PER LOCAL WATER DEPARTMENT

REQUIREMENTS. FLUSH AND TEST SYSTEM FOR LEAKS. PLUMBING CONTRACTOR IS

RESPONSIBLE FOR PROPER LEAK-FREE OPERATION OF SYSTEM. SOLDER CANNOT

CONTAIN LEAD.

R. PROVIDE DIELECTRIC FITTINGS WHERE DISSIMILAR METALS ARE CONNECTED.

S. SUPPLY ALL NECESSARY TRIM, P-TRAPS, ANGLE STOPS, ETC., AT EACH PLUMBING

FIXTURE.

T. INSTALL EACH FIXTURE WITH ITS TRAP EASILY REMOVABLE FOR SERVICE AND CLEANING.

U. PROVIDE CLEAN OUTS INSIDE AND OUTSIDE THE BUILDING AT NO MORE THAN 100 FT.

SEPARATION, AND AT ALL LOCATIONS WHERE A CHANGE IN DIRECTION GREATER THAN 45

DEGREES OCCURS. COMPLY WITH LOUISIANA PLUMBING CODE.

V. AT EACH BARRIER-FREE WATER CLOSET WITH A FLUSH VALVE, INSTALL THE HANDLE

SUCH THAT IT POINTS TOWARD THE "OPEN" SIDE OF THE WATER CLOSET STALL.

W. ENSURE CODE COMPLIANT DEPTH OF COVER IS MAINTAINED AT ALL BURIED PIPING

OUTSIDE OF BUILDING.

X. INSTALL POTABLE WATER PROTECTION DEVICES ON PLUMBING LINES WHERE

CONTAMINATION OF DOMESTIC WATER MAY OCCUR. EXAMPLES WOULD BE, BUT ARE NOT

LIMITED TO, JANITOR CLOSETS, FIRE SYSTEMS, IRRIGATION SYSTEMS, FLUSH VALVES,

INTERIOR AND EXTERIOR HOSE BIBBS.

Y. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION.

Z. FURNISH AND INSTALL WATER HAMMER ARRESTERS IN ACCORDANCE WITH PDI WH201.

AA. LAYOUT PLUMBING WORK TO AVOID CONFLICTS WITH OTHER BUILDING COMPONENTS.

AB. PROVIDE ALL HANDICAP LAVATORIES AND SINKS WITH APPROPRIATE PIPE WRAP

PROTECTION TO MEET ADA GUIDELINES PER SPECIFICATIONS.

AC. PROVIDE ACCESS PANELS FOR EQUIPMENT,VALVES, DAMPER, ETC. LOCATED ABOVE A

NON ACCESSIBLE CEILING. ACCESS PANELS SHALL BE LARGE ENOUGH FOR ALL

REQUIRED MAINTENANCE, ADJUSTMENT, ECT. PROVIDE MULTIPLE ACCESS PANELS AS

REQUIRED. COORDINATE COLOR AND LOCATIONS WITH ARCHITECT. PROVIDE FIRE AND/

OR SMOKE RATED ACCESS PANELS WHERE REQUIRED IN RATED CEILINGS. REFERENCE

ARCHITECTURAL DRAWINGS FOR RATED CEILING LOCATIONS.

AD. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDS FOR THOROUGH INSPECTION IN

REGARD TO ANY WORK NECESSARY TO COMPLETE THE PROJECTS SCOPE OF WORK.

AE. DO NOT ROUTE PIPE CONTAINING WATER OVER ELECTRICAL EQUIPMENT.

AC. CONTRACTOR RESPONSIBLE FOR SETTING CIRCUIT SETTERS / BALANCING VALVES

WHERE INDICATED ON DRAWINGS OR REQUIRED IN SPECIFICATIONS.

PLUMBING GENERAL NOTES

B-1 BOILER

BT-1 BATH TUB

CO CLEAN OUT

CS-1 CLINICAL SINK

DF-1 DRINKING FOUNTAIN

ES-1 EMERGENCY SHOWER

EW-1 EMERGENCY EYEWASH

EWC-1 ELECTRIC WATER COOLER

EWES-1 EMERGENCY EYEWASH AND SHOWER COMBINATION UNIT

EWH-1 ELECTRIC WATER HEATER

FCO FLOOR CLEANOUT

FD-1 FLOOR DRAIN

FS-1 FLOOR SINK

GT-1 GREASE TRAP

GWH-1 GAS WATER HEATER

HB-1 HOSE BIBB

IMB-1 ICE MACHINE BOX

IWH-1 INSTANTANEOUS WATER HEATER

L-1 LAVATORY

LS-1 LAVATORY SYSTEM

LT-1 LAUNDRY TUB

MB-1 MOP BASIN

MS-1 MOP SINK

ORD-1 OVERFLOW ROOF DRAIN

P-1 PUMP

PRV-1 PRESSURE REDUCING VALVE

RD-1 ROOF DRAIN

S-1 SINK

SH-1 SHOWER

SLS-1 SEWER LIFT STATION

SP-1 SUMP PUMP

SS-1 SERVICE SINK

TMV-1 TEMPERATURE MIXING VALVE

UR-1 URINAL

WC-1 WATER CLOSET

WCO WALL CLEAN OUT

WF-1 WASH FOUNTAIN

WH-1 WALL HYDRANT

WMB-1 WASHING MACHINE OUTLET BOX

WS-1 WATER SOFTNER

PLUMBING EQUIPMENT ABBREVIATIONS

*NOTE: NOT ALL SYMBOLS ARE USED.

DESCRIPTIONABBREVIATION

AAV AUTOMATIC AIR VENT

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AMP AMPERE

AP ACCESS PANEL

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AUTO AUTOMATIC

AVG AVERAGE

BAL BALANCE

BTWN BETWEEN

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BLDG BUILDING

BLR BOILER

BOP BOTTOM OF PIPE

BP BOILING POINT

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BV BALL VALVE

BWV BACKWATER VALVE

C DEGREE CENTIGRADE

C/C CENTER TO CENTER

CCW COUNTER CLOCKWISE

CFM CUBIC FEET PER MINUTE

CHV CHECK VALVE

CI CAST IRON

CLG CEILING

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COND CONDENSATE

CONN CONNECTION

CS CHEMICAL SEWER

CU COPPER

CU FT CUBIC FEET

CU IN CUBIC INCH

CV CHEMICAL VENT

CW CLOCKWISE / COLD WATER

DEG DEGREE

DIA DIAMETER

DS DOWNSPOUT

DTW DRAIN TO WASTE

DWG DRAWING

EFF EFFICIENCY

ELEV ELEVATION

EMD END OF MAIN DRIP

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMP.

F DEGREE FAHRENHEIT

FD FLOOR DRAIN

FLR FLOOR

FLG FLANGE

FPM FEET PER MINUTE

FPS FEET PER SECOND

GAL GALLON

GALV GALVANIZED

GLV GLOBE VALVE

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GV GATE VALVE

HB HOSE BIBB

HD HUB DRAIN

HO HUB OUTLET

HTG HEATING

HW HOT WATER

ID INSIDE DIAMETER

INV ELEV INVERT ELEVATION

IN WG INCHES OF WATER GAUGE

IN INCHES

INS INSULATION

IPS IRON PIPE SIZE

LAV LAVATORY

LBS POUND(S)

LF LINEAL FEET

LWT LEAVING WATER TEMPERATURE

MA MANUAL AIR VENT

MAX MAXIMUM

MBH BTU PER HOUR, THOUSAND

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO. NUMBER

NPCW NON-POTABLE COLD WATER

NT NEUTRALIZING TANK

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OV OUTLET VELOCITY

OZ OUNCE

PI PRESSURE INDICATOR

PRV PRESSURE REDUCING VALVE

PLBG PLUMBING

PPM PARTS PER MILLION

PRESS PRESSURE

PVC POLYVINYL CHLORIDE

QTY QUANTITY

RD ROOF DRAIN

REQ REQUIRED

RL ROOF LEADER

SAN SANITARY

SEC SECOND

SEW SEWER

SP GR SPECIFIC GRAVITY

SHA SHOCK ABSORBER

SPEC SPECIFICATION

SQ FT SQUARE FEET

SQ IN SQUARE INCH

STD STANDARD

TD TRENCH DRAIN

TEMP, T TEMPERATURE

TYP TYPICAL

UG UNDERGROUND

VAC VACUUM

VB VACUUM BREAKER

VEL VELOCITY

VSC VISCOSITY

VOL VOLUME

VTR VENT THROUGH ROOF

*NOTE: NOT ALL SYMBOLS ARE USED.

M

P

M

HB

WH

CV- CV-

CV- CV-DCDC

EJ

AAV

TAV

ECO

WCO

PLUMBING PIPING SYMBOLS

DESCRIPTIONSYMBOL

ANGLED TRIPLE DUTY VALVE

(SHUT-OFF, CHECK AND

BALANCING)

ANGLE VALVE, GATE

ANGLE VALVE, GLOBE

AUTOMATIC AIR VENT W/ COCK

BACK FLOW PREVENTER

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

CIRCUIT SETTER/BALANCING

VALVE

CONCENTRIC REDUCER

DIAPHRAGM VALVE

DIGITALLY CONTROLLED VALVE-

PNEUMATICALLY OPERATED

(2-WAY AND 3-WAY SHOWN)

ECCENTRIC REDUCER

ELBOW - TURNED DOWN

ELBOW - TURNED UP

END CLEAN OUT

EXPANSION JOINT

EXPANSION LOOP

FLANGED CONNECTION

FLEXIBLE PIPING CONNECTION

GATE VALVE

GLOBE VALVE

HOSE BIBB

INSULATED PIPE

METER

MOTORIZED VALVE

NEEDLE VALVE

PIGTAIL/SYPHON

PIPE CAP

PLUG VALVE

PNEUMATICALLY CONTROLLED

VALVE-PNEUMATICALLY

OPERATED. (2-WAY AND 3-WAY

SHOWN)

PRESSURE GAUGE W/ GAUGE

COCK

PRESSURE REDUCING VALVE

RELIEF OR SAFETY VALVE

REDUCED PRESSURE BACK FLOW

PREVENTER

SHOWER HEAD

SLAB / WALL PENETRATION

(RISER)

TEE - OUTLET DOWN

TEE - OUTLET UP

TEE - SIDE VIEW

THERMOMETER

THERMOSTATIC AIR VENT W/

COCK

TRIPLE DUTY VALVE (SHUT-OFF,

CHECK AND BALANCING)

UNION

WALL CLEAN OUT

WALL HYDRANT

WYE STRAINER WITH ELBOW

DOWN VALVE

*NOTE: NOT ALL SYMBOLS ARE USED.

X

XXX

PLUMBING

LEGENDS &

ABBREVIATIONS

P001

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

Bla nc ha rd

Se wa ge Tr ea tm en t P lan t

M H

F H

Ex…

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