N4008524B0045 Dwgs_Signed.pdf

M

N

L

Chadwick Bay

J

K

G

H

F

D

E

B

C

A

03 02 01 00

SFC450

SFC449

SFC453

SFC454

SFC456

SFC455

SFC460

SFC438

SFC448

SFC468

SFC451

SFC465

FC444

SFC463

SFC466

FC447

SFC359

FC416

FC415

FC414

FC420

FC443

FC442

FC445

FC467

CTR139

FC436

FC441

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

G-001

COVER SHEET

60044651

PROJECT SITE

INDEX OF DRAWINGS

NAVFAC SHEET NO. SHEET TITLE

60044651 1 OF 20 G-001 COVER SHEET

60044652 2 OF 20 G-002 GENERAL NOTES

60044653 3 OF 20 VF101 EXISTING CONDITIONS

60044654 4 OF 20 VF201 EXISTING SECONDARY CLARIFIER PLAN

60044655 5 OF 20 VF202 EXISTING SECONDARY CLARIFIER

SECTIONS

60044656 6 OF 20 C-001 CIVIL NOTES & LEGEND

60044657 7 OF 20 CD101 DEMOLITION PLAN

60044658 8 OF 20 CD201 SECONDARY CLARIFIER DEMOLITION PLAN

60044659 9 OF 20 CD202 SECONDARY CLARIFIER DEMOLITION

SECTION

60044660 10 OF 20 CD203 SECONDARY CLARIFIER CENTER PIER

DEMOLITION PLAN AND DETAILS

60044661 11 OF 20 CS101 SITE PLAN

60044662 12 OF 20 CG101 GRADING & EROSION CONTROL PLAN

60044663 13 OF 20 CU101 SECONDARY CLARIFIER PLAN

60044664 14 OF 20 CU102 SECONDARY CLARIFIER SECTION

60044665 15 OF 20 CU103 SECONDARY CLARIFIER CENTER PIER PLAN

AND DETAILS

60044666 16 OF 20 C-501 CIVIL DETAILS

60044667 17 OF 20 C-502 CIVIL DETAILS

60044668 18 OF 20 E001 GENERAL NOTES, LEGEND, DETAIL AND

ABBREVIATIONS

60044669 19 OF 20 ED101 SITE PLAN - DEMOLITION

60044670 20 OF 20 E101 SITE PLAN - NEW WORK

VICINITY MAP - CAMP LEJEUNE, N.C.

LOCATION MAP - U. S. MARINE CORPS BASE - CAMP LEJEUNE, N.C.

NTS

SITE LOCATION MAP SCALE: 1" = 250'

FC436 CLARIFIER REPAIR

MCB CAMP LEJEUNE

CONSTRUCTION CONTRACT NO. N40085-24-D-0011

GO

NZ

AL

EZ

B

LV

D

REASONER ST

CONNER ST

40' X 100' LAYDOWN YARD.

SURROUND WITH TEMPORARY

SEDIMENT FENCE.

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

G-002

GENERAL NOTES

60044652

GENERAL NOTES:

1. CONTRACTOR MUST HAVE A COMPLETE SET OF CONSTRUCTION DRAWINGS, SPECIFICATIONS,

ADDENDA AND APPROVED PERMITS ON THE JOB SITE AT ALL TIMES.

2. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAYOUT WORK REQUIRED TO PROPERLY CONSTRUCT

THE WORK.

3. CONTRACTOR MUST MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER

PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. PROPERTY IRONS,

MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR

MUST BE REPLACED BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S

EXPENSE.

4. CONTRACTOR MUST PROVIDE MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION

& SEDIMENTATION CONTROL, PER THE NCDEQ EROSION & SEDIMENTATION CONTROL PLANNING

AND DESIGN MANUAL.

5. CONTRACTOR MUST PROTECT EXISTING STRUCTURES, UTILITIES AND ALL OTHER PROPERTY

UNLESS THEY ARE TO BE DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT

DAMAGED BY THE CONTRACTOR MUST BE RESTORED OR REPLACED BY THE CONTRACTOR TO THE

APPROVAL OF THE CONTRACTING OFFICER AT NO ADDITIONAL COST TO THE GOVERNMENT.

6. UTILITY LOCATIONS:

THE UNDERGROUND UTILITIES SHOWN ARE BASED ON UTILITIES LOCATED FROM FIELD SURVEY

INFORMATION. ALL EX. UTILITIES MAY NOT BE SHOWN ON THE DRAWINGS AND LOCATION OF EX.

UTILITIES (VERTICALLY AND HORIZONTALLY) ARE SHOWN IN APPROXIMATE MANNER ONLY. THE CONTRACTOR MUST VERIFY LOCATION AND ELEVATION OF EX. UTILITIES BEFORE CONSTRUCTION BEGINS AND COORDINATE CHANGES TO UTILITIES, IF NEEDED, WITH THE CONTRACTING OFFICER.

7. EXISTING UTILITIES MAY NOT BE INTERRUPTED WITHOUT APPROVAL OF THE CONTRACTING

OFFICER. IF INTERRUPTION OF UTILITIES IS APPROVED, CONTRACTOR MUST PROVIDE TEMPORARY

UTILITIES SERVICES. CONTRACTOR MUST PROVIDE A PLAN FOR DEMOLITION, NEW WORK, AND

TIE-INS FOR UTILITIES. PLAN MUST LIST POINTS OF CONTACT AND INCLUDE SEQUENCE OF

CONSTRUCTION.

8. CONTRACTOR MUST BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES REQUIRED DURING INSTALLATION OF NEW WORK. NO ADDITIONAL PAYMENT WILL BE MADE FOR THE RELOCATION OF EXISTING UTILITIES. CONTRACTOR MUST BEAR ALL COST ASSOCIATED WITH UTILITY RELOCATION.

9. ALL PAVEMENT DAMAGED DURING CONSTRUCTION, INCLUDING GOUGES, MUST BE REPAIRED TO

THE APPROVAL OF THE CONTRACTING OFFICER. NO ADDITIONAL PAYMENT WILL BE MADE FOR

PAVEMENT REPAIR. CONTRACTOR MUST BEAR ALL COST ASSOCIATED WITH PAVEMENT REPAIR.

10. CONTRACTOR MUST REMOVE AND LEGALLY DISPOSE OF ALL CONSTRUCTION WASTE AND EXCESS

SOILS OFF OF GOVERNMENT PROPERTY IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL

REQUIREMENTS.

11. BURNING ON-BASE IS NOT PERMITTED AT ANY TIME.

12. CONTRACTOR MUST REPAIR ANY DAMAGE DONE TO EXISTING FACILITIES LOCATED OUTSIDE THE

LIMITS OF WORK DUE TO CONSTRUCTION ACTIVITIES. CONTRACTOR MUST REPAIR ALL SITE

ELEMENTS TO EXISTING OR BETTER CONDITIONS IF DISTURBED DURING CONSTRUCTION.

13. CONTRACTOR MUST OBTAIN ALL REQUIRED PERMITS AND APPROVALS PRIOR TO BEGINNING

CONSTRUCTION.

14. CONTRACTOR MUST MINIMIZE DUST BY USE OF WET METHODS OR OTHER APPROVED METHOD.

15. ALL DEBRIS HAULING TRUCKS MUST FULLY COVER LOADS WHEN HAULING MATERIALS FROM THE

SITE.

16. CONTRACTOR MUST COORDINATE AND ESTABLISH A LAYDOWN AREA WITH THE CONTRACTING

OFFICER. CONTRACTOR MUST SUBMIT A REQUEST AND OBTAIN APPROVAL FOR LAYDOWN AREA A

MINIMUM OF TWO WEEKS PRIOR TO BEGINNING OF CONSTRUCTION.

17. EXCAVATION AND CONSTRUCTION MUST PROCEED IN ACCORDANCE WITH LATEST OSHA

REGULATIONS.

18. ACCESS TO THE CONSTRUCTION SITES AND LAYDOWN AREA MUST BE ONLY AS DIRECTED BY THE

CONTRACTING OFFICER. THE CONTRACTOR MUST NOT USE ANY ROADS, GROUNDS AND OTHER

FACILITIES WHICH HAVE NOT BEEN SPECIFICALLY AUTHORIZED FOR USE. CONTRACTOR MUST

COORDINATE ACCESS VIA GATES WITH CONTRACTING OFFICER.

19. ROADS AND ACCESS ROUTES USED BY THE CONTRACTOR DURING THE PERFORMANCE OF THE

WORK MUST BE MAINTAINED IN GOOD CONDITION AT ALL TIMES. ALL ROADS AND ACCESS ROADS MUST BE LEFT IN A CONDITION SATISFACTORY TO THE CONTRACTING OFFICER, INCLUDING UPON

COMPLETION OF THE WORK.

Christopher Maas 29-Jul-2026

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

VF101

EXISTING CONDITIONS

60044653

GENERAL SHEET NOTES

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF001 FOR SURVEY NOTES & LEGEND

A1 SCALE 1" = 40'

EXISTING CONDITIONS

PLAN

NORTH

40' 80'0

GRAPHIC SCALE(S)

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

VF201

EXISTING SECONDARY CLARIFIER PLAN

60044654

GENERAL SHEET NOTES

1. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS FROM BASEWIDE

TREATMENT PLANT UPGRADE PHASES II AND III - JAN 1997.

A1 SCALE 1/8" = 1'

EXISTING SECONDARY CLARIFIER PLAN

PLAN

NORTH

GRAPHIC SCALE(S)

8'0' 16'

SCALE: 1/8" = 1' - 0"

4'

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

VF202

EXISTING SECONDARY CLARIFIER

SECTIONS

60044655

A1 SCALE 1/4" = 1'

EXISTING SECONDARY CLARIFIER SECTIONS

GRAPHIC SCALE(S)

GENERAL SHEET NOTES

1. EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS FROM

BASEWIDE TREATMENT PLANT UPGRADE PHASES II AND III - JAN

1997.

4'0' 8'

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

2'

CIVIL LEGEND:

LIMITS OF DISTURBANCE

CONSTRUCTION ENTRANCE

TEMPORARY SEDIMENT FENCE

DEMOLISH

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

C-001

CIVIL NOTES & LEGEND

60044656

CONTRACTOR LAYDOWN AREA NOTES:

1. THE CONTRACTOR'S PERSONNEL MUST WEAR IDENTIFICATION AT ALL TIMES.

2. THE CONTRACTOR MUST HAVE AT LEAST ONE EMPLOYEE ON SITE TO RECEIVE AND DIRECT PLACEMENT

OF DELIVERED MATERIALS AND SUPPLIES.

3. ACCESS TO THE CONTRACTOR'S ON-SITE STAGING AREA IS LIMITED TO NORMAL WORK HOURS : 7 A.M. TO 4:30 P.M (SUBJECT TO CHANGE), MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS UNLESS APPROVED BY

CONTRACTING OFFICER.

4. THE CONTRACTOR MUST REMOVE AND DISPOSE OF ALL DEBRIS, EXCESS SOIL AND MATERIAL, AND CONSTRUCTION DERIVED WASTES IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, LOCAL AND MCAS

CHERRY POINT REGULATIONS AND REQUIREMENTS.

5. CONTRACTOR MUST RESTORE ANY AREA DAMAGED BY THE CONTRACTOR'S CONSTRUCTION OPERATIONS AND ACTIVITIES. AREAS INCLUDE BUT ARE NOT LIMITED TO CONTRACTOR LAYDOWN AREA, BATCH PLANT

SITE, AND ROADS USED TO ACCESS PROJECT SITES. CONTRACTOR MUST DOCUMENT EXISTING

CONDITIONS OF ALL AREAS PRIOR TO CONSTRUCTION AND ENSURE THAT CONDITION OF AREAS AFTER CONSTRUCTION IS EQUAL TO OR BETTER THAN THE PRE-CONSTRUCTION CONDITION. FINAL RESTORATION

ACCEPTANCE WILL BE BY, OR AT THE DIRECTION OF, THE CONTRACTING OFFICER.

6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PROVIDING UTILITIES, AS NEEDED, FOR THE CONTRACTOR'S WORK AND THE OPERATION OF THE BATCH PLANT. SEE SPECIFICATION SECTION 01 50 00

"TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS".

7. CONCRETE WASHOUT IS ONLY ALLOWED WITHIN THE CONTRACTOR'S STAGING AREA OR BATCH PLANT AREA. CONCRETE WASHOUT MUST BE PERFORMED IN ACCORDANCE WITH THE DETAIL ON SHEET C-502

AND WITH NCDEQ REQUIREMENTS.

8. INTERIOR OF CONCRETE HAULING TRUCKS MUST BE WASHED OUT BETWEEN LOADS.

EROSION AND SEDIMENT CONTROL NOTES::

1. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES AND STORM WATER OUTFALLS BE INSPECTED WEEKLY AND WITHIN 24 HRS OF A 1-INCH RAIN EVENT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95% VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.

ADDITIONALLY, THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED. BOTH INSPECTIONS ARE RECORDED ON THE SAME REPORT FORM AND MUST BE MAINTAINED

BY THE CONTRACTOR AT THE ONSITE OFFICE. ONCE STABILIZATION HAS BEEN ACCOMPLISHED

INSPECTION RECORDS ARE TO BE FORWARDED TO EAD AND ALL TEMPORARY

EROSION/SEDIMENTATION CONTROL DEVICES REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION AND SEDIMENTATION (ES) CONTROL PLAN, ES

LETTER OF APPROVAL, NPDES CONSTRUCTION PERMIT, AND NPDES CERTIFICATE OF COVERAGE

WILL BE MAINTAINED BY THE CONTRACTOR AT THE ONSITE OFFICE. IF SOIL IS REMOVED FROM OR

BROUGHT ONSITE, THE APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION

SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE DISCLOSED.

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH

THE NCG01 CONSTRUCTION GENERAL PERMIT

IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN

THE CONSTRUCTION ACTIVITY BEING CONSIDERED COMPLIANT WITH THE GROUND

STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION

GENERAL PERMIT (SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY

WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE DELEGATED

AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS

SHEET MAY NOT APPLY DEPENDING ON SITE CONDITIONS AND THE DELEGATED AUTHORITY

HAVING JURISDICTION.

GROUND STABILIZATION SPECIFICATION

STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE

ONE OF THE TECHNIQUES IN THE TABLE BELOW:

SECTION E: GROUND STABILIZATION

Required Ground Stabilization Timeframes

Site Area Description Timeframe variations Stabilize within this many calendar days after ceasing land disturbance

Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved.

-7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope

(a) Perimeter dikes, swales, ditches, and perimeter slopes

(b) High Quality Water (HQW) Zones

If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed

(d) Slopes 3:1 to 4:1

(e) Areas with slopes flatter than 4:1 14

-7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed

(c) Slopes steeper than 3:1

LOD LOD

SF

LOD

LO

D

LO

D LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LODLODLODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CD101

DEMOLITION PLAN

60044657

GENERAL SHEET NOTES

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. REFER TO ELECTRICAL PLANS FOR LOCATIONS OF SIDEWALK DEMOLITION.

SIDEWALK SHALL BE SAWCUT AT THE NEAREST JOINTS AND REPLACED AS A

FULL SLAB.

A1 SCALE 1" = 20'

DEMOLITION PLAN

PLAN

NORTH

CONSTRUCTION KEYNOTES#

20' 40'0

GRAPHIC SCALE(S)

1. LIMITS OF DISTURBANCE1

EFFLUENT LAUNDER

30" EFFLUENT PIPE

STAIR

ROTATING SCUM PIPE

W/ACTUATOR

TRUSS TYPE

WALKWAY

INFLUENT FEED WELL

DRIVE UNIT AND

CONTROL PANEL

SCUM BAFFLE

Ø115'-0" TANK DIAMETER

TRUSS ARM W/SLUDGE

SUCTION HEADER AND SCUM

SKIMMER ARM

TRUSS ARM W/SLUDGE

SUCTION HEADER AND SCUM

SKIMMER ARM

12" 90° BENDS

SEAL

STEEL HANDRAIL &

TOEBOARD

CD

CD202

CD

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CD201

SECONDARY CLARIFIER DEMOLITION

PLAN

60044658

GENERAL SHEET NOTES

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. CONTRACTOR TO CHIP OUT SHAPING GROUT IN FLOOR TO PREP FOR

INSTALLATION OF NEW GROUT.

SCALE 3/16" = 1'-0"

SECONDARY CLARIFIER DEMOLITION PLAN

PLAN

NORTH

CONSTRUCTION KEYNOTES#

GRAPHIC SCALE(S)

SCALE: 3/16" = 1' - 0"

0' 4' 8' 12'

DEMOLISH

SHEET LEGEND

1 DEMOLISH TRUSS ARM, INFLUENT FEED WELL, SLUDGE SUCTION HEADER,

SKIMMER ARM, RAKE AND SCRAPER ARM SYSTEM TYP.

DEMOLISH DRIVE UNIT AND CONTROL PANEL.

DEMOLISH INFLUENT WELL.

DEMOLISH, TRUSS TYPE WALK, STEEL HANDRAIL, AND TOEBOARD.

DEMOLISH SCUM COLLECTION SYSTEM, SCUM BOX, SCUM PIPE

SEAL, ROTATING SCUM PIPE AND ACTUATOR.

DEMOLISH (2) 12" 90° BENDS.

EXISTING 12" SCUM PIPE TO BE PLUGGED W/ NON-SHRINK GROUT

REMOVE AND REINSTALL STAIRS

9 DEMOLISH SCUM BAFFLE AND SUPPORTS.

MOTORIZED OPERATOR

FOR SCUM PIPE TRUSS TYPE

WALKWAY

12" ROTATING

SCUM PIPE

2" GROUT

SEAL

SUCTION PIPE

INFLUENT

FEED WELL

CLARIFIER DRIVE

MECHANISM ay 17.84LATE

SKIMMER BLADES (TYPICAL OF 2)

SUCTION PIPE

TOP OF WALL

EL 35.84

WEIR PLATE

BAFFLE PLATE

TOP OF FOOTING

EL 17.84

30" DIP INFLUENT PIPE

W/COLLAR @ CENTER PIER

16" DIP SLUDGE DRAW OFF PIPE

SLOPE FLOOR @ 1/4 " PER FOOT

12" 90° BENDS

12" SCUM PIPE

STEEL HANDRAIL &

TOEBOARD

12" DIP TO PRIMARY

SCUM PUMP STATION

12" 90° BENDS

STAIRS 10" TREADS, 7"

RISERS AS REQUIRED

12" DIP WALL PIPE

TRUSS TYPE

WALKWAY

INV EL 31.54

2'-6"

3'- 6"

2'- 31 2"

1'-912"

12" ROTATING

SCUM PIPE

SUCTION

PIPE

TRUSS ARM, SLUDGE

SUCTION HEADER, SCUM

SKIMMER ARM, RAKE AND

SCRAPER ARM SYSTEM TYP.

TOP OF WALL

EL 35.84

WEIR PLATE

BAFFLE PLATE

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CD202

SECONDARY CLARIFIER DEMOLITION

SECTION

60044659

GENERAL SHEET NOTES

CONSTRUCTION KEYNOTES#

GRAPHIC SCALE(S)

DEMOLISH

SHEET LEGEND

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. CONTRACTOR TO CHIP OUT SHAPING GROUT IN FLOOR TO PREP FOR

INSTALLATION OF NEW GROUT.

1 DEMOLISH TRUSS ARM, INFLUENT FEED WELL, SLUDGE SUCTION HEADER,

SKIMMER ARM, RAKE AND SCRAPER ARM SYSTEM TYP.

DEMOLISH DRIVE UNIT AND CONTROL PANEL.

DEMOLISH INFLUENT WELL.

DEMOLISH, TRUSS TYPE WALK, STEEL HANDRAIL, AND TOEBOARD.

DEMOLISH SCUM COLLECTION SYSTEM, SCUM BOX, SCUM PIPE

SEAL, ROTATING SCUM PIPE AND ACTUATOR.

DEMOLISH (2) 12" 90° BENDS.

EXISTING 12" SCUM PIPE TO BE PLUGGED W/ NON-SHRINK GROUT

REMOVE AND REINSTALL STAIRS

9 REPLACE EXISTING GALVANIZED FASTENERS WITH STAINLESS

STEEL FASTENERS.

1 SCALE 3/16" = 1'-0"

SECONDARY CLARIFIER DEMOLITION SECTION

SCALE: 1" = 1'-0"

WEIR PLATE AND SCUM BAFFLE DETAIL2

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

SCUM PIPE DETAIL3

4'0' 8'

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

2'

SCALE: 3/16" = 1' - 0"

0' 4' 8' 12'

10 DEMOLISH SCUM BAFFLE AND SUPPORTS.

1'0' 2'

SCALE: 1" = 1' - 0"

6"

31-1/2" DIA. CENTER PIER

SEAL

CAGE

MANIFOLD MIN.1/4" THK.

1/4" 12"

16" RETURN SLUDGE LINE

30" DIA. INFLUENT LINE

2'-612" DIA. MAX.

0'- 2"

G

RO

UT CONCRETE BASE

ELEV.=16.89'

TOP OF GROUT

AT SIDEWALL

ELEV.=18.01'

7'- 3"

D

IA

CO

NC

RE

TE

B

AS

E

6'- 03 4" D

IA

. B

.C

BO

TT

OM

S

EA

L R

IN

G

3'- 21 2" B

OL

T

CI

RC

LE

CE

NT

ER

P

IE

R

25°

30°

.46

'16

℄16" RAS LINE

30" INFLUENTBOTTOM SEAL RING

℄ BRIDGE

R2'-114" 1'-0"

OPEN

A

B

CENTER PIER

UPPER SEAL

(APPROX. 17' LONG)

T-BOLT CLAMP

MANIFOLD2"

1 2"±

7'-3" DIA. CONCRETE BASE

6'-0 3/4" DIA. B.C.

3'-2 1/2" DIA. B.C.

31 12" DIA. CENTER PIER

CENTER PIER

2"

GR

OU

T

9"

LEVELING GROUT

BOTTOM

SEAL RING

LOWER SEAL -

APPROX. 22' LONG

MANIFOLD

SHAPING

GROUT

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CD203

SECONDARY CLARIFIER CENTER PIER

DEMOLITION PLAN AND DETAILS

60044660

GENERAL SHEET NOTES

CONSTRUCTION KEYNOTES#

GRAPHIC SCALE(S)

DEMOLISH

SHEET LEGEND

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. CONTRACTOR TO CHIP OUT SHAPING GROUT IN FLOOR TO PREP FOR

INSTALLATION OF NEW GROUT.

1 DEMOLISH INFLUENT WELL, CENTER PIER, BOTTOM SEAL RING, FASTENERS,

AND LEVELING GROUT.1 SCALE 3/4" = 1'-0"

SECONDARY CLARIFIER CENTER PIER DEMOLITION PLAN AND DETAILS

SCALE: 3/4" = 1' - 0"

0' 1' 2' 3'

SCALE: 3/4" = 1'-0"

WEIR PLATE DETAIL2

SCALE: NOT TO SCALE

ENLARGEMENTB

SCALE: NOT TO SCALE

ENLARGEMENTA

D

LO

D LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LODLODLODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CS101

SITE PLAN

60044661

GENERAL SHEET NOTES

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF NEW ELECTRICAL CONDUIT

STRUCTURES

5. CONTRACTOR MUST SOD ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS.

SEE DETAIL A4/C-502 FOR SOD SCHEDULE.

6. REFER TO ELECTRICAL PLANS FOR LOCATIONS OF SIDEWALK REPLACEMENT.

SEE DETAIL C3/C-502.

A1 SCALE 1" = 20'

SITE PLAN

PLAN

NORTH

CONSTRUCTION KEYNOTES#

GRAPHIC SCALE(S)

20' 40'0

1. LIMITS OF DISTURBANCE

2. ALL WATER DEWATERED FROM THE CLARIFIER SHOULD BE DISCHARGED INTO

THE SCUM PIT. THIS INCLUDES STORMWATER AND BIOSOLIDS.

D

LO

D LOD LOD LOD LOD LOD LOD

LO

D

LO

D

LODLODLODLODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD LOD

SFSFSFSF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF

SF SF SF SF

GENERAL NOTES

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. LIMITS OF DISTURBANCE = 0.99 AC

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CG101

GRADING & EROSION CONTROL PLAN

60044662

GENERAL SHEET NOTES

A1 SCALE 1" = 20'

GRADING & EROSION CONTROL PLAN

PLAN

NORTH

CONSTRUCTION KEYNOTES#

20' 40'0

GRAPHIC SCALE(S)

1. LIMITS OF DISTURBANCE

2. PROVIDE TEMPORARY CONSTRUCTION ENTRANCE. SEE SHEET A1/C-501.

3. PROVIDE TEMPORARY SEDIMENT FENCE. SEE SHEET C1/C-501.

4. PROVIDE TEMPORARY DROP INLET PROTECTION XX/C-50X

#1

#2

#3

EFFLUENT LAUNDER

30" EFFLUENT PIPE

Ø115'-0" TANK DIAMETER

CU

CU102

CU

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CU101

SECONDARY CLARIFIER PLAN

60044663

GENERAL SHEET NOTES

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. SEE SPECIFICATION 464321 FOR CLARIFIER INSTALLATION REQUIREMENTS.

5. FOLLOWING REPLACEMENT OF WEIR PLATE FASTENERS, THE CONTRACTOR

SHALL MAKE ADJUSTMENTS AS NECESSARY TO PLUMB THE ELEVATION AND

DEPTH OF FLOW OVER THE WEIRS.

6. SEE SPECIFICATION 096600 FOR HIGH PERFORMANCE COATING REQUIREMENTS.

A1 SCALE 3/16" = 1'-0"

SECONDARY CLARIFIER PLAN

PLAN

NORTH

CONSTRUCTION KEYNOTES#

GRAPHIC SCALE(S)

SCALE: 3/16" = 1' - 0"

0' 4' 8' 12'

1 PROVIDE TOW-BRO CIRCULAR CLARIFIER WITH SLUDGE SUCTION MANIFOLD

AND SCUM SKIMMER ASSEMBLIES.

2 PROVIDE CENTER DRIVE CAGE.

3 PROVIDE CENTER INFLUENT COLUMN.

4 PROVIDE DRIVE UNIT.

5 PROVIDE DRIVE UNIT CONTROL PANEL.

6 PROVIDE ACCESS BRIDGE, STAIRS, WITH HANDRAIL AND TOEBOARD.

7 PROVIDE FRP SCUM BAFFLE AND 316 STAINLESS STEEL SUPPORTS WITH

FASTENERS.

8 PROVIDE SCUM TROUGH WITH FLUSHING DEVICE.

9 PROVIDE WATERTIGHT CONNECTION.

10 PROVIDE WEIR PLATE REPLACE FASTENERS WITH 316 STAINLESS STEEL.

11 PROVIDE 6" SCUM LINE AND APPURTENANCES TO TIE-IN TO EXISTING 12"

SCUM LINE, 6" 90° BENDS, 6"X12" INCREASER, AND 12" 90° BEND (M.J. FITTINGS).

CONTRACTOR TO FIELD ADJUST PIPING AS REQUIRED TO ENSURE PROPER

DRAINAGE.

TOP OF WALL

EL 35.84

WEIR PLATE

TOP OF FOOTING

EL 17.84

30" DIP INFLUENT PIPE

W/COLLAR @ CENTER PIER

16" DIP SLUDGE DRAW OFF PIPE

SLOPE FLOOR @ 1/4 " PER FOOT

12" DIP TO PRIMARY

SCUM PUMP STATION

12" DIP WALL PIPE

INV EL 31.54

2'-6"

3'- 6"

2'- 31 2"

TOP OF WALL

EL 35.84

WEIR PLATE

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CU102

SECONDARY CLARIFIER SECTION

60044664

GENERAL SHEET NOTES

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. SEE SPECIFICATION 464321 FOR CLARIFIER INSTALLATION REQUIREMENTS.

5. FOLLOWING REPLACEMENT OF WEIR PLATE FASTENERS, THE CONTRACTOR

SHALL MAKE ADJUSTMENTS AS NECESSARY TO PLUMB THE ELEVATION AND

DEPTH OF FLOW OVER THE WEIRS.

6. SEE SPECIFICATION 096600 FOR HIGH PERFORMANCE COATING REQUIREMENTS.

1 SCALE 3/16" = 1'-0"

SECONDARY CLARIFIER SECTION

CONSTRUCTION KEYNOTES#

GRAPHIC SCALE(S)

4'0' 8'

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

2'

SCALE: 3/16" = 1' - 0"

0' 4' 8' 12'

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

SCUM PIPE DETAIL3

1 PROVIDE TOW-BRO CIRCULAR CLARIFIER WITH SLUDGE SUCTION MANIFOLD

AND SCUM SKIMMER ASSEMBLIES.

2 PROVIDE CENTER DRIVE CAGE.

3 PROVIDE CENTER INFLUENT COLUMN.

4 PROVIDE DRIVE UNIT.

5 PROVIDE DRIVE UNIT CONTROL PANEL.

6 PROVIDE ACCESS BRIDGE, STAIRS, WITH HANDRAIL AND TOEBOARD.

7 PROVIDE SCUM BAFFLE WITH 316 STAINLESS STEEL FASTENERS.

8 PROVIDE SCUM TROUGH WITH FLUSHING DEVICE.

9 PROVIDE WATERTIGHT CONNECTION.

10 PROVIDE WEIR PLATE FASTENERS WITH 316 STAINLESS STEEL.

11 PROVIDE 6" SCUM LINE AND APPURTENANCES TO TIE-IN TO EXISTING 12"

SCUM LINE, 6" 90° BENDS, 6"X12" INCREASER, AND 12" 90° BEND (M.J. FITTINGS).

CONTRACTOR TO FIELD ADJUST PIPING AS REQUIRED TO ENSURE PROPER

DRAINAGE.

SCALE: 1" = 1'-0"

WEIR PLATE AND SCUM BAFFLE DETAIL2

1'0' 2'

SCALE: 1" = 1' - 0"

6"

12 PROVIDE FRP SCUM BAFFLE AND 316 STAINLESS STEEL SUPPORTS WITH

FASTENERS.

1/4" 12"

16" RETURN SLUDGE LINE

30" DIA. INFLUENT LINE

2'-612" DIA. MAX.

CONCRETE BASE

ELEV.=16.89'

.46

'16

℄16" RAS LINE

30" INFLUENT

A

B

31-1/2" DIA. CENTER PIER

SEAL

CAGE

MANIFOLD MIN.1/4" THK.

0'- 2"

G

RO

UTTOP OF GROUT

AT SIDEWALL

ELEV.=18.01'

7'- 3"

D

IA

CO

NC

RE

TE

B

AS

E

6'- 03 4" D

IA

. B

.C

BO

TT

OM

S

EA

L R

IN

G

3'- 21 2" B

OL

T

CI

RC

LE

CE

NT

ER

P

IE

R

25°

30°

BOTTOM SEAL RING

℄ BRIDGE

R2'-114" 1'-0"

OPEN

CENTER PIER

UPPER SEAL

(APPROX. 17' LONG)

T-BOLT CLAMP

MANIFOLD2"

1 2"±

7'-3" DIA. CONCRETE BASE

6'-0 3/4" DIA. B.C.

3'-2 1/2" DIA. B.C.

31 12" DIA. CENTER PIER

CENTER PIER

2"

GR

OU

T

9"

LEVELING GROUT

BOTTOM

SEAL RING

LOWER SEAL -

APPROX. 22' LONG

MANIFOLD

SHAPING

GROUT

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

CU103

SECONDARY CLARIFIER CENTER PIER

PLAN AND DETAILS

60044665

GENERAL SHEET NOTES

CONSTRUCTION KEYNOTES#

GRAPHIC SCALE(S)

GENERAL NOTES:

1. SEE SHEET G-002 FOR GENERAL NOTES

2. SEE SHEET VF101 FOR SURVEY NOTES & LEGEND

3. SEE SHEET C-001 FOR CIVIL NOTES & LEGEND

4. CONTRACTOR TO CHIP OUT SHAPING GROUT IN FLOOR TO PREP FOR

INSTALLATION OF NEW GROUT.

1 PROVIDE INFLUENT WELL, CENTER PIER, BOTTOM SEAL RING, FASTENERS,

AND LEVELING GROUT PER MANUFACTURERS RECOMMENDATIONS.1 SCALE 3/4" = 1'-0"

SECONDARY CLARIFIER CENTER PIER PLAN AND DETAILS

SCALE: 3/4" = 1' - 0"

0' 1' 2' 3'

SCALE: 3/4" = 1'-0"

WEIR PLATE DETAIL2

SCALE: NOT TO SCALE

ENLARGEMENTB

SCALE: NOT TO SCALE

ENLARGEMENTA

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

XX-XXXX

XXXXX

PREFINAL DESIGN - NOT

FOR CONSTRUCTION

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

C-501

CIVIL DETAILS

60044666

CONSTRUCTION:

1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND

OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.

2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON

THE PLANS, AND SMOOTH IT.

3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER

SUITABLE OUTLET.

4. USE GEOTEXTILE FABRICS IN ORDER TO IMPROVE STABILITY OF THE

FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.

MAINTENANCE:

1. INSPECT ALL MEASURES AT

LEAST WEEKLY AND AFTER

EACH RAINFALL OF 1.0 INCH

OR GREATER. MAKE ANY

REQUIRED REPAIRS

IMMEDIATELY.

2. MAINTAIN THE GRAVEL PAD

IN A CONDITION TO

PREVENT MUD OR

SEDIMENT FROM LEAVING

THE CONSTRUCTION SITE.

THIS MAY REQUIRE

PERIODIC TOPDRESSING

WITH 2-INCH STONE.

3. SEDIMENT ON ROADWAYS

IS TO BE REMOVED

IMMEDIATELY BY BROOM

AND SHOVEL, EITHER BY

MANUAL OR MECHANICAL

MEANS, AND NOT TO BE

WASHED OFF WHERE IT

HAS THE POTENTIAL TO

ENTER A STREAM,

DRAINAGE WAY OR STORM

DRAIN SYSTEM.

2-3" COURSE AGGREGATE

6" MIN.

AS R

EQUIR

ED

' M

IN

50' MIN.

IF 50' CANNOT BE REACHED, A LENGTH

SUFFICIENT ENOUGH TO RETAIN SEDIMENT ON

SITE AND OFF ROADWAYS.

GEOTEXTILE FABRIC

TO BE USED IN LOCATIONS SUBJECT TO

SEEPAGE OR HIGH WATER TABLE.

NOTES:

1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER FABRICS.

2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE GROUND. (HIGHER FENCES MAY

IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE)

3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS

ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT

POST.

4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH.

5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 FEET APART. SUPPORTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. WIRE MESH SHOULD BE A MINIMUM 14-GAUGE WITH 6 INCH MESH SPACING.

6. EXTRA STRENGTH FILTER FABRIC WITH 6 FOOT POST SPACING DOES NOT REQUIRE A WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM OF 50 POUND TENSILE

STRENGTH.

7. EXCAVATE THE TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED LINE OF THE POSTS AND

UPSLOPE FROM THE BARRIER.

8. PLACE 12 INCHES OF FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH.

9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS

CRITICAL TO SILT FENCE PERFORMANCE.

10.DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.

11.DO NOT PLACE ACROSS DITCHES, STREAMS, OR ANY OTHER AREAS OF CONCENTRATED FLOW.

MAINTENANCE:

1. INSPECT ALL MEASURES AT LEAST WEEKLY AND AFTER EACH

RAINFALL OF 1.0 INCH OR GREATER. MAKE ANY REQUIRED

REPAIRS IMMEDIATELY.

2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,

DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT

PROMPTLY.

3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE

ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND

REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID

UNDERMINING THE FENCE DURING CLEANOUTS.

4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT

DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT

AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN

PROPERLY STABILIZED.

STEEL POST

8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE

6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE

18-24"

8" DOWN & 4"

FORWARD

ALONG THE

TRENCH

24"

WIRE FENCE

FILTER FABRIC

PLASTIC OR

WIRE TIES 24"

8" MIN.

4" MIN.

BACKFILL TRENCH

AND COMPACT

THOROUGHLY

UPSLOPE

WIRE FENCE FILTER

FABRIC

STEEL POST

PLASTIC OR

WIRE

CROSS SECTION VIEW

SEDIMENT FENCE MAXIMUMS

SLOPE SLOPE LEN.(FT) AREA (SF)

<2% 100 10,000 2 to 5% 75 7,500

5 to 10% 50 5,000 10 to 20% 25 2,500

>20% 15 1,500

CONSTRUCTION SEQUENCE NOTES:

1. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE OF PROJECT

LIMITS.

2. NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL

BEGIN UNTIL ALL APPLICABLE EROSION AND SEDIMENT CONTROL

MEASURES HAVE BEEN INSTALLED IN LOCATIONS AS SHOWN ON THE

CONTRACT DRAWINGS. IF CLEARING IS REQUIRED FOR INSTALLATION OF A

GIVEN MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST. THE

NECESSARY LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION

OF THE GIVEN MEASURE MAY THEN PROCEED.

3. UTILITIES SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL

VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO

DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES BEGIN.

4. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, GRAVEL SILT FENCE

OUTLETS, INLET PROTECTION AND WATTLES IN LOCATIONS SHOWN ON

PLANS. CONTRACTOR SHALL COORDINATE LOCATION OF CONSTRUCTION

ENTRANCES WITH CONTRACTING OFFICER.

5. PROVIDE TEMPORARY SEEDING TO ALL DENUDED AREAS AFTER CLEARING

OPERATIONS WITHIN 7 CALENDAR DAYS. PROVIDE PERMANENT

GROUNDCOVER WITHIN THE SHORTER OF 15 WORKING DAYS OR 60

CALENDAR DAYS OF ESTABLISHING FINAL GRADES.

6. PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED WITH

PERMANENT DRAINAGE FEATURES.

7. TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ONCE

CONSTRUCTION IS COMPLETE AND THE SITE HAS BEEN STABILIZED.

8. THE NPDES CONSTRUCTION PERMIT REQUIRES EROSION CONTROL DEVICES

AND STORM WATER OUTFALLS BE INSPECTED WEEKLY (EVERY 7 CALENDAR

DAYS) AND WITHIN 24 HRS OF A .5 INCH RAIN EVENT. IT WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR TO CONDUCT THESE INSPECTIONS

AND MAINTAIN RECORDS UNTIL THE AREA HAS STABILIZED, EVIDENT BY 95%

VEGETATIVE GROWTH FOR AREAS PROVIDED SEEDING. TO FACILITATE

RAINFALL MONITORING A RAIN GAUGE IS REQUIRED TO BE ON SITE.

ADDITIONALLY THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING “SELF

INSPECTIONS” INDICATING THE DATE BMPS ARE INSTALLED AND

STABILIZATION MEASURES (SEEDING/MULCHING OR SOD) ARE INITIATED.

THE “SELF INSPECTION” REPORTS WILL BE MAINTAINED ALONG WITH THE

“NPDES” INSPECTION REPORTS. ONCE STABILIZATION HAS BEEN

ACCOMPLISHED INSPECTION RECORDS ARE TO BE FORWARDED TO EAD

AND ALL TEMPORARY EROSION/SEDIMENTATION CONTROL DEVICES

REMOVED. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING

COMPLIANCE WITH ALL PERMITS AND PLANS, ANY CHANGES WILL BE

APPROVED BY THE STATE PRIOR TO EXECUTION. A COPY OF THE EROSION

AND SEDIMENTATION CONTROL PLAN, LETTER OF APPROVAL, AND NPDES

CONSTRUCTION PERMIT WILL BE MAINTAINED BY THE CONTRACTOR AT THE

ONSITE OFFICE. IF SOIL IS REMOVED FROM OR BROUGHT ONSITE, THE

APPLICABLE SOLID WASTE MANAGEMENT PERMIT NUMBER, EROSION

SEDIMENTATION PERMIT NUMBER OR MINE PERMIT NUMBER WILL BE

DISCLOSED.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF

SEDIMENT ON-SITE. IF THE APPROVED EROSION AND SEDIMENTATION

CONTROL MEASURES PROVE INSUFFICIENT, THE CONTRACTOR MUST TAKE

THOSE ADDITIONAL STEPS NECESSARY TO STOP SEDIMENT FROM LEAVING

THE SITE.

10. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE SHALL BE FROM A

LEGALLY OPERATED MINE OR OTHER APPROVED SOURCE. A SINGLE USE

BORROW SITE OR AN AREA TO WASTE MATERIAL IS ONLY PERMISSIBLE IF IT

IS OPERATED UNDER THE TOTAL CONTROL OF THE FINANCIALLY

RESPONSIBLE PERSON OR FIRM WHO IS DEVELOPING THIS SITE AND HAS

BEEN SEPARATELY PERMITTED AND INCORPORATED AS PART OF THIS PLAN

MEETING ALL THE REQUIREMENTS OF NC GENERAL STATUTE 74-49(7)f.

11. THE CONTRACTOR SHALL COORDINATE LOCATION OF TEMPORARY

STOCKPILE AREAS WITH THE CONTRACTING OFFICER. IMPACT OF

TEMPORARY STORAGE OF EXCAVATED SOILS SHALL BE MINIMIZED.

EXCAVATED SOILS SHALL NOT BE STORED WITHOUT PERMISSION OF THE

CONTRACTING OFFICER. STOCKPILE AREAS SHALL BE DELINEATED WITH

SILT FENCE AND PROVIDED TEMPORARY SEED.

12. PURSUANT TO NC GENERAL STATUTE 113A-54.1(e), THE CONTRACTOR SHALL

CONDUCT 'SELF-INSPECTIONS' OF EROSION CONTROL DEVICES AT

COMPLETION OF EACH CONSTRUCTION PHASE AND DOCUMENT SUCH

INSPECTIONS AS OUTLINED IN 5A NCAC 04B .0131.

13. CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH ALL PERMITS AND PLANS.

ANY CHANGES SHALL BE APPROVED BY THE STATE PRIOR TO EXECUTION. A

COPY OF ALL PERMITS SHALL BE MAINTAINED BY THE CONTRACTOR ON-SITE

AT ALL TIMES.

14. CONTRACTOR RESPONSIBLE FOR REMOVAL OF TEMPORARY EROSION

CONTROL DEVICES ONCE PERMANENT GROUND COVER HAS BEEN

ESTABLISHED AND APPROVED.

C1 NTS

CONSTRUCTION SEQUENCE NOTES

C1 NTS

TEMPORARY SEDIMENT FENCE

A1 NTS

CONSTRUCTION ENTRANCE

A3 NTS

BLOCK AND GRAVEL INLET PROTECTION (TEMPORARY)

2:1 SLOPE GRAVEL FILTER

CONCRETE BLOCKSDEWATERING

1' MIN.

2' MAX.

TEMPORARY SEDIMENT POOL WIRE SCREEN DEWATERING

DROP INLET

WITH GRATE

NOTES:

1. LAY ONE BLOCK, ON EACH SIDE OF THE STRUCTURE, ON ITS SIDE

IN THE BOTTOM ROW TO ALLOW POOL DRAINAGE. THE

FOUNDATION SHOULD BE EXCAVATED AT LEAST 2 INCHES BELOW

THE CREST OF THE STORM DRAIN. PLACE THE BOTTOM ROW OF

BLOCKS AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL

SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.

IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ROWS BY

PLACING 2 INCH X 4 INCH WOOD STUDS THROUGH BLOCK

OPENINGS.

2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE WIRE MESH

WITH 1/2-INCH OPENINGS OVER ALL BLOCK OPENINGS TO HOLD

GRAVEL IN PLACE.

3. USE CLEAN GRAVEL 1/2 TO 3/4 INCH IN DIAMETER, PLACED 2

INCHES BELOW THE TOP OF THE BLOCK ON A 2:1 SLOPE OR

FLATTER AND SMOOTH IT TO AN EVEN GRADE. NCDOT #57 WASHED

STONE IS RECOMMENDED.

SEDIMENT

MAINTENANCE:

1. INSPECT ALL MEASURES AT LEAST WEEKLY AND AFTER EVERY

RAINFALL OF 1.0 INCH OR GREATER; REPAIR IMMEDIATELY.

2. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE

STORAGE VOLUME FOR SUBSEQUENT RAINS.

3. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY

STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND

EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE

DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND

COMPACT BEFORE STABILIZING.

FINAL DESIGN

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

24-0045

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

JH

2610 Wycliff Road Suite 410 Raleigh, NC 27607-3073 919.881.9939 NC License No. F-0929

Dewberry Engineers Inc.

AA

MC

DR

C-502

CIVIL DETAILS

60044667

A

A

1:1

SIDE SLOPE

(TYP.)

10 MIL

PLASTIC

LINING

3'- 0"

M

IN

X' M

AX

SECTION A-A

PLAN

SECTION B-B

HIGH

COHESIVE &

LOW FILTRATION

SOIL BERM

8"

6"

2'

HIGH

COHESIVE &

LOW FILTRATION

SOIL BERM1:1 SIDE SLOPE

(TYP.)

10 MIL

PLASTIC LINING

B

B

3'- 0"

M

IN

X' M

AX

A

SANDBAGS (TYP.)

OR STAPLES

SANDBAGS (TYP.)

OR STAPLES

SANDBAGS (TYP.)

OR STAPLES

SANDBAGS (TYP.)

OR STAPLES

CONCRETE

WASHOUT

CONCRETE

WASHOUT

PLAN

CLEARLY MARKED SIGNAGE

NOTING DEVICE (18"X24" MIN.)

CLEARLY MARKED SIGNAGE

NOTING DEVICE (18"X24" MIN.)

SILT FENCE

' M

IN

10' MIN

BELOW GRADE

N.T.S

ABOVE GRADE

N.T.S

CONCRETE WASHOUT NOTES:

1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.

2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH

LOCAL AND STATE SOLID WASTE REGULATIONS AND AT AN APPROVED FACILITY.

3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN

ADDITION PLACE THE MIXER AND ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER AND

WITHIN LOT PERIMETER SILT FENCE.

4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE

APPLICABLE. IF AN ALTERNATE METHOD OR PRODUCT IS TO BE USED, CONTACT YOUR

APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE NOT

AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED

ON THIS DETAIL.

5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING. STORMWATER ACCUMULATED

WITHIN THE WASHOUT MAY NOT BE PUMPED INTO OR DISCHARGED TO THE STORM DRAIN

SYSTEM OR RECEIVING SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT AND

REMOVED FROM PROJECT.

6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS

UNLESS IT CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. AT

A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO THE WASHOUT

WHICH COULD RECEIVE SPILLS OR OVERFLOW.

7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A

STONE ENTRANCE PAD IN FRONT OF THE WASHOUT. ADDITIONAL CONTROLS MAY BE

REQUIRED BY THE APPROVING AUTHORITY.

8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE

PROJECT LIMITS. POST SIGNAGE ON THE WASHOUT ITSELF TO IDENTIFY THIS LOCATION.

9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT

OVERFLOW EVENTS. REPLACE THE TARP, SAND BAGS OR OTHER TEMPORARY STRUCTURAL

COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING ALTERNATIVE OR

PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.

10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND

DISPOSE OF IN AN APPROVED DISPOSAL FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE

ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.

A1 NTS

CONCRETE WASHOUT

STN. STL. BOLT AND NUT

WATERTIGHT SEAL EPDM =

ASTM D2000-M3-BA510

(LINKSEAL OR EQUAL)

PRESSURE PLATE

CORE DRILLED

WALL

PIPE

NOTE: PIPE AND PENETRATIONS SIZES VARY

CONTRACTOR SHALL VERIFY PIPE O.D. DIA.

AND SEAL SIZES PRIOR TO INSTALLATION.

CONTRACTOR CORE

C1 NTS

WATERTIGHT PIPE SEAL

FERTILIZER **

5-10-10 BLEND

1. CONTRACTOR SHALL INSTALL SOD AS PERMANENT VEGETATION IN ALL DISTURBED AREAS NOTED.

2. MOISTENING THE SOD AFTER IT IS UNROLLED HELPS MAINTAIN ITS VIABILITY. STORE IT IN THE SHADE DURING INSTALLATION.

2. RAKE THE SOIL SURFACE TO BREAK THE CRUST JUST BEFORE LAYING SOD. DURING THE SUMMER, LIGHTLY IRRIGATE THE SOIL, IMMEDIATELY

BEFORE LAYING THE SOD TO COOL THE SOIL AND REDUCE ROOT BURNING AND DIEBACK.

3. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY WITH STERILANTS OR HERBICIDES.

4. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK-LIKE PATTERN. BE SURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE

BUTTED TIGHTLY TO PREVENT VOIDS. USE A KNIFE OR SHARP SPADE TO TRIM AND FIT

IRREGULARLY SHAPED AREAS.

5. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ON SLOPES 3:1 OR GREATER, OR WHEREVER

EROSION MAY BE A PROBLEM, SECURE SOD WITH PEGS OR STAPLES.

6. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL.

7. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD.

8. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY GENTLY TUGGING ON

THE SOD-RESISTANCE INDICATES THAT ROOTING HAS OCCURRED.

9. CONTRACTOR SHALL PLAN ON WATERING 0.5 INCHES EVERY THREE DAYS WITH A MINIMUM OF 1.0 INCH PER WEEK FOR A DURATION OF MINIMUM TWO WEEKS UNTIL THE GRASS IS ESTABLISHED AND ACCEPTED BY THE CONTRACTING OFFICER.

10. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3 WEEKS.

DATE TYPE PLANTING RATE

APR. 1 - JULY 31 SOLID SOD 270 LBS./ACRE 4000 LBS./ACREBERMUDA GRASS

LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY

AGAINST EACH OTHER. A SHARPENED MASON'S TROWEL CAN BE USED

TO TUCK DOWN THE ENDS AND TRIM PIECES.

BUTTING-ANGLED

ENDS CAUSED BY

THE AUTOMATIC

SOD CUTTING

MUST BE MATCHED

CORRECTLY.

USE PEGS OR STAPLES TO

FASTEN SOD FIRMLY AT THE

ENDS OF STRIPS AND IN THE

CENTER, OR EVERY 3-4' IF THE

STRIPS ARE LONG. WHEN

READY TO MOW, DRIVE PEGS

OR STAPLES FLUSH WITH THE

GROUND.

LAY SOD ACROSS

THE DIRECTION OF

FLOW.

FLOW

IN CRITICAL AREAS

(SLOPE GREATER

THAN 3:1), SECURE

SOD WITH NETTING

AND STAPLES.

MAINTENANCE:

AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD. DO NOT REMOVE MORE THAN ONE-THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT SHOULD BE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED. AFTER THE FIRST GROWING SEASON, ESTABLISHED SOD REQUIRES FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL TEST

RECOMMENDATIONS WHEN POSSIBLE.

CORRECT

INCORRECT

LIMESTONE

CENTIPEDE GRASS

DATE TYPE PLANTING RATE

1. LIME, SEED AND FERTILIZER SHALL BE APPLIED WITH NECESSARY EQUIPMENT TO GIVE UNIFORM DISTRIBUTION OF THESE MATERIALS. THE KINDS OF

MATERIALS TO BE APPLIED PER ACRE:

DEC. 1 - APR. 15 RYE (GRAIN)

KOBE LESPEDEZA *

RYE (GRAIN)

120 LBS./ACRE

50 LBS./ACRE

120 LBS./ACRE

2. SEEDED AREA SHALL BE CULTIPACKED TO FIRM SEEDBED AND COVER SEED.

3. GRAIN STRAW SHALL BE APPLIED OVER SEEDED AREAS AS A MULCH WITHIN 24 HOURS OF THE INITIAL SEEDING OPERATION. NO BARE GROUND SHALL BE VISIBLE WHEN RIDING BY A MULCHED AREA IF PROPER APPLICATION IS ACHIEVED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE AS A UNIFORM

COVERAGE IS EXPECTED.

4. MULCHED AREA SHALL BE TACKED WITH LIQUID ASPHALT AT A RATE OF 0.10 GALLON PER SQUARE YARD (10 GAL/1000 SQ. FT.). HYDRAULIC TACKING

MATERIAL SHALL BE USED IN HIGH QUALITY WATER ZONES AND CRITICAL HABITAT AREAS.

5. DITCH TREATMENT SHALL BE USED IN AREAS WHERE STEEP GRADES COULD CAUSE DITCH EROSION. USE OF EXCELSIOR MATTING OR FIBERGLASS/SYNTHETIC ROVING IS ACCEPTABLE. DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING OPERATION.

GERMAN MILLET 40 LBS./ACREAPR. 15 - AUG. 15

AUG. 15 - DEC. 30

* OMIT KOBE LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.

** QUANTITY OF FERTILIZER AND LIME SHALL BE CONFIRMED BY SOILS TEST.

AUG. 1 - MARCH 31 SOLID SOD 1000 LBS./ACRE 4000 LBS./ACRE

C4 N.T.S.

TYPICAL SEEDING SCHEDULE IN COSTAL AREAS (TEMPORARY)

A4 N.T.S.

TYPICAL SOD INSTALLATION DETAIL AND SCHEDULE (PERMANENT)

SE

E

D R

AW

IN

G S

BACK OF CURB OR

BUILDING

CONTRACTION

JOINTS-

5' O.C. FOR 5'

SIDEWALK, 6' O.C.

FOR 6' SIDEWALK,

ETC.

30' MAX. SPACING BETWEEN E.J.

6'-0"

1/2" E.J.

CONCRETE CURB.

COMPACTED SUBGRADE.

A LAYER OF 15 POUND BUILDING FELT IS REQUIRED

BETWEEN WALK AND ADJACENT PARALLELING

ALL SIDEWALKS SHALL BE 4" THICK, WITH 95%

CONTRACTION JOINTS SHALL BE FORMED 1" DEEP AND

EDGED WITH 1/8" RADIUS, OR MAY BE SAW CUT 1" DEEP.

4.

3.

NOTES:

2.

1.

1/2" E.J. MATERIAL REQUIRED WHERE CONCRETE SIDEWALK

ABUTS CONCRETE STRUCTURE AND 30' MAXIMUM SPACING.

1/2" EXP.

JOINTS

C3 N.T.S.

CONCRETE SIDEWALK DETAIL

LROHTR I

N IG EN REE

SEAL

053623

ENO

FORP

S ASION AN

L

CA

P

SRAEM.

KEY EN

07/22/2026

BPS

MIN

BPS

XXX

KEY NOTES

NAVFAC DRAWING NO.

CONST. CONTR. NO.

SHEET 0FSPEC.SCALE: NOTED

SATISFACTORY TO: DATE

APPROVED: DATE

DESIGN DIR.

SUBMITTED BY:

CHK.

DR.

DES.

CAMP LEJEUNE, NORTH CAROLINA

PWO OR OICC

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

MARINE CORPS BASE

SYM REVISIONS DATE APPROVED

SIZE

E1

CODE IDENT.NO

21 3 4 5

21 3 4 5

D

C

B

A

D

C

B

A

N40085-24-D-0011

X

XXXXX

FINAL DESIGN

PWO

NAME

MM/DD/YYYY

MM/DD/YYYY

FC436 CLARIFIER REPAIR

24-0045

E-001

GENERAL NOTES, LEGEND, DETAIL, AND

ABBREVIATIONS

EQUIPMENT CONNECTION

ELECTRICAL CIRCUIT RUN IN CONDUIT. 4 #12, 1 #12 GND - 1" CONDUIT, UON.

POWER

GENERAL

KEY NOTE SYMBOL

GENERAL ELECTRICAL NOTES ELECTRICAL LEGEND

E

GENERAL: UNLESS SPECIFICALLY INDICATED OTHERWISE, ALL WORK

SHOWN ON ELECTRICAL DRAWINGS IS NEW WORK TO BE PROVIDED

UNDER THIS CONTRACT.

COORDINATION: COORDINATE AND COOPERATE WITH ALL TRADES ON

THE PROJECT. THE CONTRACTOR SHALL REVIEW ALL CONTRACT

DOCUMENTS INCLUDING CIVIL DRAWINGS AND SPECIFICATIONS.

CONTRACTOR SHALL COORDINATE AND ADJUST ACCORDINGLY AS

DIRECTED BY THE CONTRACTING OFFICER.

AS-BUILT DRAWINGS: SECURE AN EXTRA SET OF ELECTRICAL DRAWINGS

TO BE KEPT ON SITE AND MARK, DAILY, THE DRAWINGS IN RED AS THE

PROJECT PROGRESSES IN ORDER TO KEEP AN ACCURATE…