F ile

P ri n t

SYM. DESCRIPTION DATE APP.

REVISIONS

T

T C

E

TI

HCRAD

R E

G I S

ERE

A N

I

L

ORA

N O

R

T H

C

N

D A

R

N

DE

.J UE

ER

III

C

N

NRB E

E W

M

A

P.

STCETIHCRA

FB

BERN N.C

.NEW

CERT. NO.

UTCETIHCRA

DERET

SI

G E R

N

OI

TA

RO

PR

OC

LAR

CAROLINANORTH

50679

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP GEIGER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M B

F A

N O

SPEC.

G575 LIFT STATION REPAIRS

C U s e rs

\s c h m ie d \D o c u m e n ts

\S c h m ie d L o c a l F ile s \2

A

A R

C H

-G

-C

E N

T R

A L

S c h m ie d M

B F

A .r v t

/2

/2

:0

:1

A

M

G-001

JAS

DJE,III

CHRIS MAAS

JAS

TITLE SHEET AND INDEX OF DRAWINGS

60044573 N40085-26-B-0044

05-26-0044

23 JULY 2026

G575 LIFT STATION REPAIRS

CAMP GEIGER

MARINE CORPS BASE CAMP LEJEUNE

N

N

N

N

REGIONAL MAP

VICINITY MAP

PROJECT LOCATION

G575 SITE MAP

SITE MAP

GENERAL PROJECT NOTES

ARCHITECT

MBF ARCHITECTS, P.A.

317-C POLLOCK STREET

NEW BERN, NC 28560

CIVIL UTILITIES

STANTEC CONSULTING SERVICE INC.

801 FRANKLIN ROAD SUITE 300

RALEIGH, NC 27606

DESIGN TEAM

PROJECT NO.: 26-0044

MCB CAMP LEJEUNE

G575 SITE

PROJECT SITE

1. REPLACE INSUFFICIENTLY PROTECTED WORK DAMAGED BY CONSTRUCTION ACTIVITIES

TO MATCH ADJOINING MATERIALS, TEXTURES, PATTERNS AND COLORS

2. FIELD VERIFY EXISTING DIMENSIONS PRIOR TO EXECUTING DECONSTRUCTION OR

PROCURING MATERIALS

3. PROVIDE AND INSTALL ITEMS INDICATED IN THE INSTRUMENTS OF SERVICE

4. COORDINATE WITH THE CONTRACTING OFFICER TECHNICAL REPRESTENTATIVE (CM -

ETM) PRIOR TO THE PRECONSTRUCTION MEETING TO ESTABLISH THE LOCATION AND

SIZE OF THE LAY DOWN AREA

5. CITED PRODUCTS OF MANUFACTURERS ONLY DENOTE QUANTITIES, STANDARDS AND

FINISHES OF PRODUCTS DESIRED AND DO NOT RESTRICT PROCUREMENT TO SPECIFIC

BRANDS, SERIES, OR MANUFACTURERS AS LONG AS THE REQUIREMENTS OF THE

TECHNICAL SPECIFICATIONS ARE MET

6. COORDINATE WITH THE CONTRACTING OFFICER TECHNICAL REPRESTENTATIVE (CM -

ETM) TO ESTABLISH AND MAINTAIN PROTOCOLS FOR SECURING THE BUILDING AND

PROJECT SITE

7. ADJACENT FACILITIES, ROADS, AND INFRASTRUCTURE REMAIN OPERATIONAL DURING

CONSTRUCTION. EXECUTE WORK WITHOUT OBSTRUCTING OR INTERFERING WITH

ADJACENT ACTIVITIES

8. SUBMITTALS MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO EXECUTING

THE WORK DESCRIBED THEREIN

EXISTING FEATURES PROPOSED FEATURES

ABAND ABANDONED

ABBRV ABBREVIATION

ABC AGGREGATE BASE COURSE

ADDL ADDITIONAL

ADJ ADJUSTABLE

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

AMT AMOUNT

APPD APPROVED

APPROX APPROXIMATE

ASPH ASPHALT

BDRY BOUNDARY

BKGD BACKGROUD

BL BASE LINE

BM BENCHMARK

BOC BACK OF CURB

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

CB CATCH BASIN

C/C CENTER TO CENTER

CI CAST IRON, CURB INLET

CL � CENTER LINE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CTR CENTER

D DEPTH

DAT DATUM

D.B. DEED BOOK

DBL DOUBLE

DEMO DEMOLITION

DET DETAIL

DI DUCTILE IRON, DROP INLET

DIA DIAMETER

DIM DIMENSION

DIST DISTANCE

DN DOWN

DR DRAIN

DWG DRAWING

EA EACH

ELEC ELECTRIC (AL)

EL, ELEV ELEVATION

ENGR ENGINEER

EP EDGE OF PAVEMENT

EQ EQUAL

ESMT EASEMENT

EX, EXIST EXISTING

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FLEX FLEXIBLE

FT FOOT, FEET

GND GROUND

GR GRADE

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HORIZ HORIZONTAL

HT HEIGHT

ID INSIDE DIAMETER

IN INCH

INV INVERT

INV EL INVERT ELEVATION

IP IRON PIPE

LB POUND

LF LINEAR FOOT

LFT LEFT

LG LONG, LENGTH

LIN LINEAR

LP LIGHT POLE

MATL MATERIAL

MAX MAXIMUM

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

N NORTH

NA NOT APPLICABLE

#, NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPNG OPENING

ORIG ORIGINAL

P.B. PLAT BOOK

PERM PERMANENT

PERP PERPENDICULAR

PG PAGE

PI POINT OF INTERSECTION

PK PK NAIL

PL � PROPERTY LINE

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PROJ PROJECT

PROP PROPERTY

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

QUAL QUALITY

R RADIUS

RC REINFORCED CONCRETE

RCP REINFORCED CONCRETE PIPE

REBAR REINFORCING STEEL BARS

REF REFERENCE

REINF REINFORCE (D) (ING) (MENT)

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

REV REVISION

RT RIGHT

R/W RIGHT OF WAY

S SOUTH

SAN SANITARY

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ FT SQUARE FOOT

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SSMH SANITARY SEWER MANHOLE

SST, SSTL STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

STM STORM

STN STONE

STRUCT STRUCTURAL

SWR SEWER

SYM SYMBOL

SYMM SYMMETRICAL

TBA TO BE ABANDONED

TBM TEMPORARY BENCHMARK

TBR TO BE REMOVED

TCE TEMPORARY CONSTRUCTION

EASEMENT

TEMP TEMPORARY, TEMPERATURE

THK THICKNESS

THRU THROUGH

TOC, TC TOP OF CONCRETE, TOP OF CURB

TOW TOP OF WALL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VAR VARIES

VC VITRIFIED CLAY PIPE

VERT VERTICAL

W WEST

W/ WITH

W/O WITHOUT

TEMPORARY CONSTRUCTION ENTRANCE

SANITARY SEWER FORCE MAIN

SILT FENCE

INDEX CONTOUR

INTERMEDIATE CONTOUR

LIMITS OF DISTURBANCE

BASE LINE AND STATION

2+001+00

W

EXISTING IRON PIN

FENCE (CHAINLINK)X X

INDEX CONTOUR

INTERMEDIATE CONTOUR

PROPERTY/BOUNDARY PARK OUTER

SANITARY SEWER LINE

WATER LINE

SANITARY SEWER MANHOLE

POWER POLE

WATER METER

FIRE HYDRANT

TREELINE

WATER VALVE

GAS LINE

OVERHEAD ELECTRIC

TREE

SIGN

WM

LIGHT POLE

EIP

S

PERMANENT SEWER EASEMENT

TEMPORARY CONSTRUCTION EASEMENTTCE

MINIMUM SETBACK

G G

OE

SS SS

PROPERTY/BOUNDARY PARK INNER

SILT FENCE OUTLET

ROCK CHECK DAM

SYMBOL

NORTH ARROW

A

A-101 SECTION CALLOUT

X or # A-101

DESCRIPTION

DETAIL CALLOUT

SHEET ON WHICH

SECTION IS DRAWN

SECTION DESIGNATION

SHEET ON WHICH

DETAIL IS DRAWN

DETAIL DESIGNATION

N

SYMBOLS LEGEND

DRAFTING SYMBOLS

ABBREVIATIONSPROJECT GENERAL NOTES

OWNER:

NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

ADDRESS:

PHONE:

DESIGN ENGINEER:

STANTEC CONSULTING SERVICES, INC.

ADDRESS: 521 EAST MOREHEAD, SUITE 425 CHARLOTTE, NC 28202

PHONE: (704) 329-0900

SURVEYOR:

STANTEC CONSULTING SERVICES, INC.

ADDRESS: 521 EAST MOREHEAD, SUITE 425 CHARLOTTE, NC 28202

PHONE: (704) 329-0900

ELEVATIONS SHOWN HEREON ARE BASED ON THE NORTH AMERICAN

VERTICAL DATUM (N.A.V.D.) 1988.

SITE DATA:

PROPERTY ADDRESS: G STREET

CAMP LEJEUNE, NC, 28547

PROJECT LATITUDE: 34°44'10.4"N

PROJECT LONGITUDE: 77°26'57.6"W

PROJECT AREA: <1 ACRE

LIMITS OF GRADING AREA: <1 ACRE

TOTAL LIMITS OF DISTURBANCE AREA: <1 ACRE

THIS PROJECT INVOLVES THE REHABILITATION OF WASTEWATER LIFT STATION

INFRASTRUCTURE. THE PROJECT INCLUDES WORK AT LIFT STATION G-575

LOCATED IN CAMP GEIGER, MARINE CORPS BASE CAMP LEJEUNE.

WORK AT G-575 CONSISTS OF THE FOLLOWING:

1. REMOVE FOUR (4) EXISTING ELECTRIC SUBMERSIBLE SEWAGE PUMPS; TWO

(2) LARGE PUMPS AND TWO (2) SMALL PUMPS; AND REPLACE WITH TWO (2)

NEW LARGE AND TWO (2) NEW SMALL PUMPS. NEW PUMPS WILL BE FLYGT

PUMPS.

2. REMOVAL OF ALL EXISTING GUIDE RAILS, MOUNTING HARDWARE, AND BASE

BENDS AND INSTALL NEW EQUIPMENT (GUIDE RAILS, MOUNTING HARDWARE

AND BASE BENDS), FOR THE NEW PUMPS.

3. REPLACE EXISTING 6" DIAMETER DISCHARGE PIPING AND VALVES ON THE

SMALL PUMP PIPING WITH NEW 10" DIAMETER PIPING AND VALVES.

4. REMOVE EXISTING LEVEL SENSORS AND FLOATS AND PROVIDE NEW LEVEL

SENSORS AND FLOATS.

5. PROVIDE NEW COATINGS ON ALL PUMP DISCHARGE PIPING, FITTINGS, AND

VALVES.

6. REPLACEMENT OF FIVE (5) MANHOLES AND ASSOCIATED BYPASS PUIMPING.

7. INSTALL NEW CRANE/HOIST SYSTEM.

8. ELECTRICAL IMPROVEMENTS: LIGHTNING PROTECTION SYSTEM, NEW

MOTOR CONTROL CENTERS FOR ALL NEW PUMPS, NEW VARIABLE

FREQUENCY DRIVES (VFDs).

PROJECT DESCRIPTION

1. CONSTRUCTION AND MATERIAL SPECIFICATIONS WILL CONFORM WITH

THE PROJECT SPECIFICATIONS AND NAVAL FACILITIES ENGINEERING

SYSTEMS COMMAND STANDARD SPECIFICATIONS.

2. VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES

PRIOR TO CONSTRUCTION.

3. ALL SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING

STANDARDS PART 1926, SUBPART P, AS AMENDED TO DATE.

4. PROVIDE ALL NECESSARY EROSION AND SEDIMENTATION CONTROL

MEASURES AS REQUIRED BY NCDEQ FOR THIS TYPE OF WORK.

5. IF ADDITIONAL WORK SPACE IS NEEDED, AN ENCROACHMENT IS TO BE

AGREED UPON BETWEEN THE CONTRACTOR AND THE CONTRACTING

OFFICER AND/OR OWNER IN WRITING.

6. LOCATE AND PROTECT ALL PROPERTY MONUMENTS. IF CORNERS ARE

DISTURBED THEY MUST BE REPLACED BY A NC PLS AT NO COST TO THE

OWNER OR ENGINEER.

7. PERFORM AND CONDUCT ALL LAYOUT WORK AND SURVEYS REQUIRED

TO PROPERLY CONSTRUCT THE PROPOSED FEATURES.

8. RECONNECT DISTURBED UTILITY SERVICES ENCOUNTERED. NOTIFY

USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE.

9. AT LOCATIONS WHERE TELEPHONE CABLES, FIBER OPTIC CABLES, AND

JUNCTION BOXES ARE IN CONFLICT WITH PROPOSED FEATURES, TAKE

ALL ACTION NECESSARY TO LOCATE, REMOVE, AND REPLACE THESE

UTILITIES TO THE SATISFACTION OF THE CONTRACTING OFFICER AND

UTILITY OWNER.

10. ALL EXCESS EXCAVATED MATERIAL WILL BE REMOVED FROM THE

CONSTRUCTION SITE AND DISPOSED OF LEGALLY.

11. PROTECT EXISTING AND NEWLY INSTALLED UTILITIES, AT ALL TIMES

THROUGH THE DURATION OF CONSTRUCTION, FROM DAMAGE OR

DISRUPTION OF SERVICE. TAKE MEASURES TO PROTECT THE HEALTH,

SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE

WORK SITE.

1. DURING THE CONSTRUCTION AND MAINTENANCE OF THIS PROJECT, ALL SAFETY

REGULATIONS MUST BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE MUST

BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE

SAFETY OF HIS PERSONNEL.

2. THE MAINTENANCE OF TRAFFIC CONTROL PLAN MUST BE SUBMITTED AND APPROVED BY

BASE STAFF AND APPLICABLE LOCAL AGENCIES PRIOR TO COMMENCEMENT OF

CONSTRUCTION WITHIN RIGHT OF WAYS.

3. LABOR SAFETY REGULATIONS MUST CONFORM TO THE PROVISIONS SET FORTH BY OSHA

IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.

4. PROVIDE AND MAINTAIN PERSONAL SAFETY EQUIPMENT IN ACCORDANCE WITH THE

HEALTH AND SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND

SAFETY REQUIREMENTS. PROVIDE EMPLOYEES AND SUB CONTRACTORS WITH

ADEQUATE INFORMATION AND TRAINING TO ENSURE THAT ALL EMPLOYEES AND SUB

CONTRACTORS AND SUB CONTRACTOR'S EMPLOYEES COMPLY WITH ALL APPLICABLE

REQUIREMENTS. CONTRACTOR MUST REMAIN IN COMPLIANCE WITH ALL OCCUPATION

SAFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION

LAWS. THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT

JUST BASIC REQUIREMENTS.

5. ALL EXCAVATIONS MUST CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF

LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES AND

REGULATIONS. PARTICULAR ATTENTION MUST BE PAID TO THE CONSTRUCTION

STANDARDS FOR EXCAVATIONS, 29 CFR PART 1926 SUBPART P.

6. THE MINIMUM STANDARDS SET FORTH IN THE CURRENT EDITION OF "MANUAL OF

UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) BE FOLLOWED IN THE DESIGN

APPLICATION, INSTALLATION, MAINTENANCE AND REMOVAL OF ALL TRAFFIC CONTROL

DEVICES, WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND

WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.

7. ALL TRAFFIC CONTROL MARKINGS AND DEVICES MUST CONFORM TO THE PROVISIONS

SET FORTH IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE

US DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. ALL

NORTH CAROLINA AMENDMENTS WILL APPLY.

8. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL

APPLICABLE SAFETY REGULATIONS.

9. EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND MUST PROVIDE AT

LEAST 72 HOURS NOTICE TO NC811 PRIOR TO CONSTRUCTION TO OBTAIN FIELD

LOCATIONS OF EXISTING UNDERGROUND UTILITIES.

10. REPAIR ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY

OCCUR AS A RESULT OF THE WORK PERFORMED AT NO ADDITIONAL COST TO THE

OWNER.

GENERAL CONSTRUCTION NOTES

SAFETY

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1-ge ne ra l n ot es

:1

3:

A M

NOT TO SCALE

N

1 LOCATION_PLAN

LIFT STATION G575

C-001

GENERAL NOTES - G575

JR

JR, MC

RLB

60044574

CHRIS MAAS

07/23/2026

Christopher Maas 29-Jul-2026

15148 N=362,638.587' E=2,465,898.367'

EL=13.903'

60d NAIL

15465 N=362,515.483' E=2,465,833.148'

EL=14.256'

60d NAIL

S

S

S S

S

S

S

T

T

T

T

T

T

T

T

TT

E

E

E

E

E

E

E

E E

E E

E E

CONC

SS

SS

SS

SS

SS

SS

SS

SS

G

ATE

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

ASPHALT

GRAVEL

12" CYPRESS

12" CYPRESS CLUSTER

12" CYPRESS

8" CYPRESS

10" CYPRESS

9" CYPRESS

7" CYPRESS

15" CYPRESS

6" CYPRESS

3" CYPRESS

5" CYPRESS

6" CYPRESS

5" CYPRESS

EE

E E

E E E

15148

FH

E

FH

CO

E

15465

EAC

ASPHALT

FUEL

TANK

PLATFORM

W/ HANDRAIL

STEPS

SPIGOT

CHEMICAL TANK

RELEASE

VALVE

CONTROL PANEL

CONTROL PANEL

SAFETY

SWITCH

FFE=14.21'

FFE=14.23'

FFE=14.19'

FFE=14.22' FFE=14.33'

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

INV=9.42'

TOP=15.40'

INSIDE DROP

TOP INV=12.92'

BOT INV=11.18'

8"PVC

4"PVC - OEU

TOP=14.53'

INV=5.12'

8"PVCINV=5.02'

TOP=14.29'INV=3.16'

INV=3.16'

30"RCP

TOP=13.70'

INV=2.37'

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

8"UNK

30"RCP

INV=2.93

8"UNK - O

EU

8"

DI

P

TOP=13.24'

INV=3.66'

TOP=14.72'

INV=4.70'

INV=4.62'

TOP=14.04'

INV=4.54'

INV=4.63'

18"PVC - OEU

18"PVC

18"PVC

24"PVC

24"PVC

INV=3.45'

INV=3.13'

PUMP

WOODS

9'

9'

13'

13'

14'

15'

15'

15' 14

14'

14'

14'

13'

POST

BUILDING

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

W

W

W

W

W

W

W W

W

W

W

SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

CONC

SPIGOT

TOP=14.18'BOT INV=9.23'

INV=9.70'

PIPES RECESSED

FFE=14.17'

30"RCP

PUMP

RECESSED PIPE

BOT CL INV=3.16'

INV=2.93FLOW ARROWS ARE CONFIRMED

FROM FIELD GUYS

SAN

SAN

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

2_ ex ist in g

4:

:2

PM

N

0 10' 20'

LEGEND

INV

FES

RCP

CMP

PVC

DIP

OEU

FFE

CHL

UNK

SURVEY CONTROL

SEWER MANHOLE

SEWER VALVE

CLEAN OUT

POWER POLE

UNKNOWN MANHOLE

LIGHT POLE

STORM MANHOLE

BOLLARD

TREE

SIGN

INVERT

FLARED END SECTION

REINFORCED CONCRETE PIPE

CORRUGATED METAL PIPE

POLYVINYL CHLORIDE PIPE

DUCTILE IRON PIPE

OTHER END UNKNOWN

FINISHED FLOOR ELEVATION

CHAINLINK

UNKNOWN

STORM PIPE

SANITARY SEWER PIPE

UNDERGROUND TELEPHONE

UNDERGROUND GAS

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

FENCE

WOOD LINE

D

CO

S

SD

SAN

T

G

M

I, BRUCE D. BEAVERS, CERTIFY THAT THIS SURVEY WAS COMPLETED UNDER

MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL FIELD SURVEY MADE UNDER

MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED AT THE 95% PERCENT

CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS;

THAT THIS SURVEY WAS PERFORMED TO MEET THE REQUIREMENTS FOR A

TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS AA, AND THAT THE

FIELD DATA WAS COMPLETED ON DECEMBER 3, 2025; THAT THE SURVEY MAPPING WAS

COMPLETED ON DECEMBER 31, 2025; AND ALL COORDINATES ARE BASED ON NC

'NAD 83'/2011 AND ALL ELEVATIONS ARE BASED ON NAVD 88.

BRUCE D. BEAVERS PLS L-3451

NOTES:

1. THE PURPOSE OF THIS MAP IS TO SHOW TOPOGRAPHIC FEATURES AND

INFORMATION ONLY AND IS NOT TO BE USED FOR BOUNDARY OR PROPERTY

OWNERSHIP INFORMATION.

2. THIS DRAWING REPRESENTS THE EXISTING CONDITIONS AS OF DECEMBER 3, 2025.

3. SURVEYED BY: STANTEC CONSULTING SERVICES INC.

4. SURVEY DATE: DECEMBER 31, 2025

5. HORIZONTAL DATUM: NAD83/2011 NC STATE PLANE US SURVEY FEET.

6. VERTICAL DATUM: NAVD 88, GEOID 12A.

7. THIS MAP DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY THE LOCATION

OF ANY JURISDICTIONAL WETLANDS THAT MAY EXIST ON OR NEAR THE PROPERTY.

8. ALL UNDERGROUND UTILITIES ARE SHOWN PER LEVEL "B".

C-002

EXISTING CONDITIONS SURVEY - G575

JR

JR, MC

RLB

60044575

CHRIS MAAS

S

S

S S

S

S

S

T

T

T

T

T

T

T

T

TT

E

E

E

E

E

E

E

E E

E E

E E

CONC

SS

SS

SS

SS

SS

SS

SS

SS

G

ATE

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

ASPHALT

GRAVEL

12" CYPRESS

12" CYPRESS CLUSTER

12" CYPRESS

8" CYPRESS

10" CYPRESS

9" CYPRESS

7" CYPRESS

15" CYPRESS

6" CYPRESS

3" CYPRESS

5" CYPRESS

6" CYPRESS

EE

E E

E E E

15148

FH

E

FH

CO

E

15465

EAC

ASPHALT

FUEL

TANK

PLATFORM

W/ HANDRAIL

STEPS

SPIGOT

CHEMICAL TANK

RELEASE

VALVE

CONTROL PANEL

CONTROL PANEL

SAFETY

SWITCH

FFE=14.21'

FFE=14.23'

FFE=14.19'

FFE=14.22' FFE=14.33'

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

INV=9.42'

TOP=15.40'

INSIDE DROP

TOP INV=12.92'

BOT INV=11.18'

8"PVC

4"PVC - OEU

TOP=14.53'

INV=5.12'

8"PVCINV=5.02'

TOP=14.29'INV=3.16'

INV=3.16'

30"RCP

TOP=13.70'

INV=2.37'

SAN

SAN

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

8"UNK

30"RCP

INV=2.93

8"UNK - O

EU

8"

DI

P

TOP=13.24'

INV=3.66'

TOP=14.72'

INV=4.70'

INV=4.62'

TOP=14.04'

INV=4.54'

INV=4.63'

18"PVC - OEU

18"PVC

18"PVC

24"PVC

24"PVC

INV=3.45'

INV=3.13'

PUMP

WOODS

9'

9'

13'

13'

14'

15'

15'

15' 14

14'

14'

14'

13'

POST

BUILDING

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

W

W

W

W W

W

W

W

W

W W

W

W

W

SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

CONC

SPIGOT

TOP=14.18'BOT INV=9.23'

INV=9.70'

PIPES RECESSED

FFE=14.17'

30"RCP

PUMP

RECESSED PIPE

BOT CL INV=3.16'

INV=2.93

FLOW ARROWS ARE CONFIRMED

FROM FIELD GUYS

SAN

S

S

S

S

S

CRANE

FOOTINGS/MOUNTS.

SEE STRUCTURAL

FOR DETAILS

N

0 10' 20'

C-100

JR

JR,MC

RLB

60044576

CHRIS MAAS

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1, 4:

:2

PM

SITE IMPROVEMENTS - G575

N=362,582.138' E=2,465,830.177'

EL=13.847'

60d NAIL

N=362,617.868' E=2,465,904.550'

EL=14.184'

60d NAIL

15148 N=362,638.587' E=2,465,898.367'

EL=13.903'

60d NAIL

15465 N=362,515.483' E=2,465,833.148'

EL=14.256'

60d NAIL

S

S

S

CO

S S

S

S

S

T

T

T

T T

E

E

E

E E

E

CONC

CONC

SS

SS

SS

SS

G

ATE

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

ASPHALT

GRAVEL

12" CYPRESS

12" CYPRESS CLUSTER

12" CYPRESS

8" CYPRESS

10" CYPRESS

9" CYPRESS

7" CYPRESS

15" CYPRESS

6" CYPRESS

3" CYPRESS

5" CYPRESS

6" CYPRESS

5" CYPRESS

5" CYPRESS

8" CYPRESS

12" CYPRESS

16" CYPRESS

6" CYPRESS CLUSTER

EE

E E

E E E

15148

FH

E

FH

CO

E

15465

EAC

ASPHALT

FUEL

TANK

PLATFORM

W/ HANDRAIL

STEPS

SPIGOT

CHEMICAL TANK

RELEASE

VALVE

CONTROL PANEL

CONTROL PANEL

SAFETY

SWITCH

FFE=14.21'

FFE=14.23'

FFE=14.19'

FFE=14.22' FFE=14.33'

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

INV=9.42'

TOP=15.40'

INSIDE DROP

TOP INV=12.92'

BOT INV=11.18'

8"PVC

4"PVC - OEU

TOP=14.53'

INV=5.12'

8"PVCINV=5.02'

TOP=14.29'INV=3.16'

INV=3.16'

30"RCP

TOP=13.70'

INV=2.37'

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

8"UNK

30"RCP

INV=2.93

8"UNK - O

EU

8"

DI

P

TOP=13.24'

INV=3.66'

TOP=14.72'

INV=4.70'

INV=4.62'

TOP=14.04'

INV=4.54'

INV=4.63'

18"PVC - OEU

18"PVC

18"PVC

24"PVC

24"PVC

TOP=15.18'

RECESSED

INV=3.43'

INV=3.45'

INV=3.13'

PUMP

WOODS

12'

12'

11'

10'

13'

9'

12'

12'

9'

10'

10'

9'

13'

13'

14'

15'

15'

15' 14

14'

14'

14'

13'

POST

BUILDING

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

W

W W

W

W

W

SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

CONC

SPIGOT

TOP=14.18'BOT INV=9.23'

INV=9.70'

PIPES RECESSED

FFE=14.17'

30"RCP

PUMP

FH

CO

E

S

AC

E E

T

SAN

LEGEND

CONC

INV

PVC

RCP

UNK

OEU

DIP

CHL

FFE

BOT

X X

SURVEY CONTROL

SEWER VALVE

CLEANOUT

SEWER MANHOLE

FIRE HYDRANT

WATER VALVE

BACK FLOW PREVENTER

ELECTRIC BOX

TRANSFORMER

AIR CONDITIONER

LIGHT POLE

TREE

BOLLARD

CONCRETE

INVERT

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

UNKNOWN

OTHER END UNKNOWN

DUCTILE IRON PIPE

CHAINLINK

FINISHED FLOOR ELEVATION

BOTTOM

WOODS

SANITARY SEWER

SANITARY SEWER FORCED MAIN

FENCE

UNDERGR0UND ELECTRIC

UNDERGROUND WATER

UNDERGROUND TELEPHONE

UNKNOWN UNDERGROUND UTILITY

W

SS SS

RECESSED PIPE

BOT CL INV=3.16'

INV=2.93FLOW ARROWS ARE CONFIRMED

FROM FIELD GUYS

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S

MANHOLE NO. 1

REMOVE EXIST. MANHOLE

AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

MANHOLE NO. 2

REMOVE EXIST. MANHOLE AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

MANHOLE NO. 3

REMOVE EXIST. MANHOLE AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

DISCHARGE MH FOR MH #1

BYPASS SEGMENT 1 & 2

ALGN 1 5+34

ALGN 1 0+00

ALGN 1 1+00

ALGN 1 2+00

ALGN 1 3+00

ALGN 1 4+00

ALGN 1 5+00

ALGN 2 0+00

ALGN 2 0+78

ALGN 3 0+00

ALGN 3 1+00

ALGN 3 2+00

ALGN 3 2+47

S

S

S

REMOVE CHAINLINK

FENCE AS REQ'D FOR

BYPASS OPERATIONS

REMOVE EXISTING ASPHALT FOR

INSTALLATION OF SEWER, CRANE

FOUNDATIONS, AND DUMPSTER

PAD. PROVIDE ASPHALT

SUBGRADE, INTERMEDIATE LAYER

AND TOP COAT LAYER. SEE DETAIL.

SEE DETAIL 3 SHEET C102

FOR NEW MANHOLE

DETAILS

SEE DETAIL 1 SHEET C102

FOR NEW SEWER DETAILS

SEE DETAIL 2 SHEET C102

FOR NEW SEWER DETAILS

ALGN 4 0+00

AL

GN

1+

AL

GN

2+

ALGN 4 2+10

ALGN 5 2+99

ALGN 5 0+00

ALGN 5 1+00

ALGN 5 2+00

SEE DETAIL 3 SHEET C102

FOR NEW MANHOLE

DETAILS

SEE DETAIL 1 SHEET C103

FOR NEW SEWER DETAILS

SEE DETAIL 2 SHEET C103

FOR NEW SEWER DETAILS

SEE DETAIL 1 SHEET C102 FOR

NEW SEWER DETAILS

NEW MANHOLE NO. 4

SEE SHEET C102.

4'

N2 3°

' 1

7.8 1"E

194'

N64° 02' 07.04"E

74' S87° 58' 02.11"E

52'

S30° 48' 44.79"E

40'

N55° 30' 07.46"E

27'

N62° 34' 31.77"E

123'S55° 58' 53.70"W

281'

S42° 58' 28.11"E

274' N27° 29' 26.92"W

S

S

NEW MANHOLE NO. 5

SEE SHEET C103.

NEW MANHOLE NO. 6

SEE SHEET C103.

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

24' LENGTH 18"

DIAMETER HDPE PIPE

24" DIAMETER

HDPE PIPE

18" DIAMETER HDPE

PIPE

13' LENGTH 24"

DIAMETER HDPE PIPE

30" DIAMETER HDPE

PIPE

30" DIAMETER

HDPE PIPE

8" DIAMETER

HDPE PIPE

8" DIAMETER HDPE

PIPE

8" DIAMETER HDPE

PIPE

8" DIAMETER HDPE

PIPE

30" DIAMETER HDPE

PIPE

CRANE

FOOTINGS/MOUNTS.

SEE STRUCTURAL

FOR DETAILS

CONCRETE SIDEWALK. REMOVE

CONCRETE FOR CRANE

FOUNDATION. PROVIDE CONCRETE

SIDEWALK TO NEAREST JOINT.

N

0 20' 40'

C-101

JR

JR,MC

RLB

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1, 4:

:3

PM

EXISTING LIFT STATION G-575 DEMOLITION NOTES:

IT IS AT THE DISCRETION OF THE UTILITIES DEPARTMENT OF CAMP LEJEUNE IF ANY OF THE MATERIALS WILL BE RETAINED FOR STORAGE / SALVAGED. ALL MATERIALS REMOVED AND NOT SALVAGED TO THE UTILITIES DEPARTMENT WILL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE AND DISPOSED OF

PER STATE/LOCAL REGULATIONS.

GRAVITY SEWER - G575

60044577

CHRIS MAAS

-0+20 0+00 1+00 2+00 3+00 4+00 5+00 5+50

MANHOLE NO. 4

6' DIA. PRECAST. CONC.

ALGN 1: STA:2+17

RIM:13.24

INV IN:3.66 18" (NW)

INV IN:3.66 24" (SE)

INV OUT:3.45 30" (SW)

123' - 30" @ 0.23%52' - 30"

@ 0.40%27' - 30" @ 0.10%

EXIST. LIFT STATION

INFLUENT CHAMBER

REMOVE EXIST. MANHOLE AND

PROVIDE NEW MANHOLE IN PLACE.

REMOVE EXIST. MANHOLE AND

PROVIDE NEW MANHOLE IN PLACE.

EXIST. MANHOLE

5' DIA.

ALGN 1: 5+33.58

RIM:14.03

INV OUT:9.66 18"

281' - 18" @ 2.09%

MANHOLE NO. 1

6' DIA. PRECAST. CONC.

ALGN 1: STA:0+88

RIM:14.29

INV IN:3.16 30" (NE)

INV IN:3.16 8" (W)

INV OUT:3.16 30" (SE)

MANHOLE NO. 2

6' DIA. PRECAST. CONC.

ALGN 1: STA:0+30

RIM:13.70

INV IN:2.93 30" (NW)

INV IN:2.93 8" (SW)

INV OUT:2.93 30" (NE)

HDPE PIPE HDPE PIPE HDPE PIPE

HDPE PIPE

EXIST. GRADE

MANHOLE NO. 6

6' DIA. PRECAST. CONC.

ALGN 1: STA:5+04

RIM:14.03

INV IN:9.66 18" (NE)

INV OUT:9.66 18" (SE)

24' - 18" @ 0.00%

HDPE PIPE

0+00 1+00

EXIST. MANHOLE

4' DIA.

ALGN 2: 0+78.49

RIM:14.53

INV IN:5.12 8"

INV OUT:5.02 8"

74' - 8" @ 2.37%

REMOVE EXIST. MANHOLE AND

PROVIDE NEW MANHOLE IN PLACE.

MANHOLE NO. 1

6' DIA. PRECAST. CONC.

ALGN 1: STA:0+88

RIM:14.29

INV IN:3.16 30" (NE)

INV IN:3.16 8" (W)

INV OUT:3.16 30" (SE)

HDPE PIPE

EXIST. GRADE

-0+50 0+00 1+00 2+00 2+60

8" @ 13

.38

REMOVE EXIST. MANHOLE AND

PROVIDE NEW MANHOLE IN PLACE.

REMOVE EXIST. MANHOLE AND

PROVIDE NEW MANHOLE IN PLACE.

EXIST. MANHOLE

5' DIA.

ALGN 3: 2+47.17

RIM:14.70

INV OUT:9.23 8"

194' - 8" @ 0.00%

MANHOLE NO. 2

6' DIA. PRECAST. CONC.

ALGN 1: STA:0+30

RIM:13.70

INV IN:2.93 30" (NW)

INV IN:2.93 8" (SW)

INV OUT:2.93 30" (NE)

MANHOLE NO. 3

8' DIA. PRECAST. CONC.

ALGN 3: STA:0+47

RIM:14.18

INV IN:9.70 8" (SW)

INV IN:9.23 8" (SW)

INV OUT:9.23 8" (NE)

HDPE PIPE

HDPE

PI

PE

EXIST. GRADE

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1, 4:

:2

PM

0 20' 40'

PROFILE

HORZ: 1" = 20'

VERT: 1" = 2'

PROFILE

HORZ: 1" = 20'

VERT: 1" = 2'

PROFILE

HORZ: 1" = 20'

VERT: 1" = 2'

C-102

PROFILE - MANHOLE REPAIRS - G575

JR

JR, MC

RLB

NEW MANHOLE NO. 1 TO NW UPSTREAM EXIST. MANHOLE 2

C-102 NEW MANHOLE NO. 2 THRU TO EXIST. MANHOLE SW OF NEW MANHOLE NO. 3 3

C-102

EXIST. LIFT STATION INFLUENT TO EXIST. MANHOLE NW OF NEW MANHOLE NO 4 1

C-102

60044578

CHRIS MAAS

0+00 1+00 2+00 2+50

MANHOLE NO. 3

8' DIA. PRECAST. CONC.

ALGN 3: STA:0+47

RIM:14.18

INV IN:9.70 8" (SW)

INV IN:9.23 8" (SW)

INV OUT:9.23 8" (NE)

EXIST. MANHOLE

5' DIA.

ALGN 4: 2+10.04

RIM:14.70

INV OUT:10.00 8"

204' - 8" @ 0.14%

HDPE PIPE

REMOVE EXIST. MANHOLE AND

PROVIDE NEW MANHOLE IN PLACE.

EXIST. GRADE

-0+20 0+00 1+00 2+00 3+00

MANHOLE NO. 4

6' DIA. PRECAST. CONC.

ALGN 1: STA:2+17

RIM:13.24

INV IN:3.66 18" (NW)

INV IN:3.66 24" (SE)

INV OUT:3.45 30" (SW)

EXIST. MANHOLE

6' DIA.

ALGN 5: 2+98.71

RIM:15.18

INV OUT:3.70 24"

INV OUT:3.43 24"

274' - 24" @ 0.01%

HDPE PIPE

EXIST. GRADE

MANHOLE NO. 5

6' DIA. PRECAST. CONC.

ALGN 5: STA:2+80

RIM:15.18

INV IN:3.70 24" (E)

INV OUT:3.70 24" (NW)

13' - 24" @ 0.00%

HDPE PIPEHDPE PIPE HDPE

PIPE

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1, 4:

:2

PM

0 20' 40'

PROFILE

HORZ: 1" = 20'

VERT: 1" = 2'

PROFILE

HORZ: 1" = 20'

VERT: 1" = 2'

NEW MANHOLE NO. 4 TO SOUTH UPSTREAM EXIST. MANHOLE 2

C-103

C-103

PROFILE - MANHOLE REPAIRS - G575

JR

JR, MC

RLB

NEW MANHOLE NO. 3 TO SOUTH UPSTREAM EXIST. MANHOLE 1

C-103

60044579

CHRIS MAAS

E=2,465,830.177'

EL=13.847'

60d NAIL

N=362,617.868' E=2,465,904.550'

EL=14.184'

60d NAIL

15148 N=362,638.587' E=2,465,898.367'

EL=13.903'

60d NAIL

15465 N=362,515.483' E=2,465,833.148'

EL=14.256'

60d NAIL

S

S

S

CO

S S

S

S

S

T

T

T

T T

E

E

E

E E

E

CONC

CONC

SS

SS

SS

SS

G

ATE

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

ASPHALT

GRAVEL

12" CYPRESS

12" CYPRESS CLUSTER

12" CYPRESS

8" CYPRESS

10" CYPRESS

9" CYPRESS

7" CYPRESS

15" CYPRESS

6" CYPRESS

3" CYPRESS

5" CYPRESS

6" CYPRESS

5" CYPRESS

5" CYPRESS

8" CYPRESS

12" CYPRESS

16" CYPRESS

6" CYPRESS CLUSTER

EE

E E

E E E

15148

FH

E

FH

CO

E

15465

EAC

ASPHALT

FUEL

TANK

PLATFORM

W/ HANDRAIL

STEPS

SPIGOT

CHEMICAL TANK

RELEASE

VALVE

CONTROL PANEL

CONTROL PANEL

SAFETY

SWITCH

FFE=14.21'

FFE=14.23'

FFE=14.19'

FFE=14.22' FFE=14.33'

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

INV=9.42'

TOP=15.40'

INSIDE DROP

TOP INV=12.92'

BOT INV=11.18'

8"PVC

4"PVC - OEU

TOP=14.53'

INV=5.12'

8"PVCINV=5.02'

TOP=14.29'INV=3.16'

INV=3.16'

30"RCP

TOP=13.70'

INV=2.37'

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

8"UNK

30"RCP

INV=2.93

8"UNK - O

EU

8"

DI

P

TOP=13.24'

INV=3.66'

TOP=14.72'

INV=4.70'

INV=4.62'

TOP=14.04'

INV=4.54'

INV=4.63'

18"PVC - OEU

18"PVC

18"PVC

24"PVC

24"PVC

TOP=15.18'

RECESSED

INV=3.43'

INV=3.45'

INV=3.13'

PUMP

WOODS

12'

12'

11'

10'

13'

9'

12'

12'

9'

10'

10'

9'

13'

13'

14'

15'

15'

15' 14

14'

14'

14'

13'

POST

BUILDING

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

W

W W

W

W

W

SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

CONC

SPIGOT

TOP=14.18'BOT INV=9.23'

INV=9.70'

PIPES RECESSED

FFE=14.17'

30"RCP

PUMP

FH

CO

E

S

AC

E E

T

SAN

LEGEND

CONC

INV

PVC

RCP

UNK

OEU

DIP

CHL

FFE

BOT

X X

SURVEY CONTROL

SEWER VALVE

CLEANOUT

SEWER MANHOLE

FIRE HYDRANT

WATER VALVE

BACK FLOW PREVENTER

ELECTRIC BOX

TRANSFORMER

AIR CONDITIONER

LIGHT POLE

TREE

BOLLARD

CONCRETE

INVERT

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

UNKNOWN

OTHER END UNKNOWN

DUCTILE IRON PIPE

CHAINLINK

FINISHED FLOOR ELEVATION

BOTTOM

WOODS

SANITARY SEWER

SANITARY SEWER FORCED MAIN

FENCE

UNDERGR0UND ELECTRIC

UNDERGROUND WATER

UNDERGROUND TELEPHONE

UNKNOWN UNDERGROUND UTILITY

W

SS SS

RECESSED PIPE

BOT CL INV=3.16'

INV=2.93

FLOW ARROWS ARE CONFIRMED

FROM FIELD GUYS

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S

MANHOLE NO. 1

REMOVE EXIST. MANHOLE

AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

MANHOLE NO. 2

REMOVE EXIST. MANHOLE AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

MANHOLE NO. 3

REMOVE EXIST. MANHOLE AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

DISCHARGE MH FOR MH #1

BYPASS SEGMENT 1 & 2

S

S

S

REMOVE CHAINLINK

FENCE AS REQ'D FOR

BYPASS OPERATIONS

REMOVE EXISTING ASPHALT FOR

INSTALLATION OF SEWER, CRANE

FOUNDATIONS, AND DUMPSTER

PAD. PROVIDE ASPHALT

SUBGRADE, INTERMEDIATE LAYER

AND TOP COAT LAYER. SEE DETAIL.

SEE DETAIL 3 SHEET C102

FOR NEW MANHOLE

DETAILS

SEE DETAIL 1 SHEET C102

FOR NEW SEWER DETAILS

SEE DETAIL 2 SHEET C102

FOR NEW SEWER DETAILS

SEE DETAIL 3 SHEET C102

FOR NEW MANHOLE

DETAILS

SEE DETAIL 1 SHEET C103

FOR NEW SEWER DETAILS

SEE DETAIL 2 SHEET C103

FOR NEW SEWER DETAILS

SEE DETAIL 1 SHEET C102 FOR

NEW SEWER DETAILS

NEW MANHOLE NO. 4

SEE SHEET C102.

4'

N2 3°

' 1

7.8 1"E

194'

N64° 02' 07.04"E

74' S87° 58' 02.11"E

52'

S30° 48' 44.79"E

40'

N55° 30' 07.46"E

27'

N62° 34' 31.77"E

123'S55° 58' 53.70"W

281'

S42° 58' 28.11"E

274' N27° 29' 26.92"W

S

S

NEW MANHOLE NO. 5

SEE SHEET C103.

NEW MANHOLE NO. 6

SEE SHEET C103.

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

24' LENGTH 18"

DIAMETER HDPE PIPE

24" DIAMETER

HDPE PIPE

18" DIAMETER HDPE

PIPE

13' LENGTH 24"

DIAMETER HDPE PIPE

30" DIAMETER HDPE

PIPE

30" DIAMETER

HDPE PIPE

8" DIAMETER

HDPE PIPE

8" DIAMETER HDPE

PIPE

8" DIAMETER HDPE

PIPE

8" DIAMETER HDPE

PIPE

30" DIAMETER HDPE

PIPE

N

0 20' 40'

C-111

JR

JR,MC

RLB

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1, 4:

:0

PM

PHASE 1 SEWER CONSTRUCTION AND BYPASS - G575

EXISTING LIFT STATION G-575 DEMOLITION NOTES:

IT IS AT THE DISCRETION OF THE UTILITIES DEPARTMENT OF CAMP LEJEUNE IF ANY OF THE MATERIALS WILL BE RETAINED FOR STORAGE / SALVAGED. ALL MATERIALS REMOVED AND NOT SALVAGED TO THE UTILITIES DEPARTMENT WILL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE AND DISPOSED OF PER

STATE/LOCAL REGULATIONS.

TEMPORARY BYPASS PUMPING SYSTEM REQUIREMENTS:

· TEMPORARY BYPASS PUMPING MUST BE PROTECTED FROM DEMOLITION AND CONSTRUCTION ACTIVITIES OF THE PUMP STATION AND SEWER NETWORK REHAB AND MUST

REMAIN ACTIVE DURING THE ENTIRE CONSTRUCTION DURATION UNTIL THE OWNER APPROVES AND ACCEPTS THE WORK.

· TEMPORARY BYPASS PUMPING OPERATIONS MUST BE PROVIDED IN ACCORDANCE WITH THE TEMPORARY BYPASS PUMPING SYSTEMS SPECIFICATION, THESE NOTES, THE

DRAWINGS, AND ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS.

· THE BYPASS PUMPS MUST BE PROTECTED FROM FLOODING (100-YEAR FLOOD ELEVATION / BASE FLOOD ELEVATION (BFE).

· ALL BYPASS PUMPING COMPONENTS, LISTED AND SHOWN ON THE PLANS, ARE SCHEMATIC AND REPRESENT APPROXIMATE QUANTITIES AND SIZES.

· PROVIDE A FINAL DESIGN INDICATING ALL COMPONENTS OF THE BYPASS PUMPING SYSTEM, INCLUDING NUMBER AND SIZE OF PUMPS, BYPASS PIPING DIAMETERS, PROPOSED PIPE MATERIAL, AND ALL OTHER APPURTENANCES AND ACCESSORIES REQUIRED FOR A COMPLETE AND OPERABLE BYPASS SYSTEM.

· FIELD VERIFY AND CONFIRM LOCATIONS AND DEPTHS OF ALL MANHOLES AND/OR STRUCTURES PROPOSED TO BE USED DURING BYPASS OPERATIONS.

PHASE 1 - CONSTRUCTION

- PROVIDE NEW MANHOLE NO. 1

- PROVIDE NEW MANHOLE NO. 2

- PROVIDE NEW MANHOLE NO. 4

- PROVIDE NEW MANHOLE NO. 5

- PROVIDE NEW MANHOLE NO. 6

- PROVIDE NEW 30", 8", 18" AND 24" PIPE.

PHASE 1 - BYPASS NO. 1

PLUG MANHOLE OUTLET AND

BYPASS TO WET WELL.

PHASE 1 - BYPASS NO. 2

PLUG MANHOLE OUTLET AND

BYPASS TO WET WELL.

PHASE 1 - BYPASS NO. 3

PLUG MANHOLE OUTLET AND

BYPASS TO WET WELL.

INDICATES EXTENTS OF WORK TO BE DONE THIS PHASE. REFER TO

"PHASE 1 - CONSTRUCTION" ABOVE FOR DETAILS.

SHADING INDICATES EXTENTS

OF PIPE INSTALLATION WORK

IN ACCORDANCE WITH PHASE 1

NEW SEWER CONSTRUCTION.

TYP. THIS SHEET.

STOP PIPE INSTALLATION

SHORT OF CONNECTION TO

EXISTING MANHOLE

STOP PIPE INSTALLATION SHORT

OF CONNECTION TO MANHOLE

NO. 3

INDICATES MANHOLES INSTALLED THIS PHASE. REFER TO "PHASE 1 -

CONSTRUCTION" ABOVE FOR DETAILS.

SHADED MANHOLES INDICATE MANHOLES

INSTALLED IN ACCORDANCE WITH PHASE

PHASE 1 NEW SEWER CONSTRUCTION.

TYP. THIS SHEET.

NO CONNECTION BETWEEN

NEW MANHOLE NO. 6 AND

UPSTREAM EXIST. MANHOLE

THIS PHASE.

NO CONNECTION BETWEEN

NEW MANHOLE NO. 6 AND

UPSTREAM EXIST. MANHOLE

THIS PHASE.

60044580

CHRIS MAAS

E=2,465,830.177'

EL=13.847'

60d NAIL

N=362,617.868' E=2,465,904.550'

EL=14.184'

60d NAIL

15148 N=362,638.587' E=2,465,898.367'

EL=13.903'

60d NAIL

15465 N=362,515.483' E=2,465,833.148'

EL=14.256'

60d NAIL

S

S

S

CO

S S

S

S

S

T

T

T

T T

E

E

E

E E

E

CONC

CONC

SS

SS

SS

SS

G

ATE

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

ASPHALT

GRAVEL

12" CYPRESS

12" CYPRESS CLUSTER

12" CYPRESS

8" CYPRESS

10" CYPRESS

9" CYPRESS

7" CYPRESS

15" CYPRESS

6" CYPRESS

3" CYPRESS

5" CYPRESS

6" CYPRESS

5" CYPRESS

5" CYPRESS

8" CYPRESS

12" CYPRESS

16" CYPRESS

6" CYPRESS CLUSTER

EE

E E

E E E

15148

FH

E

FH

CO

E

15465

EAC

ASPHALT

FUEL

TANK

PLATFORM

W/ HANDRAIL

STEPS

SPIGOT

CHEMICAL TANK

RELEASE

VALVE

CONTROL PANEL

CONTROL PANEL

SAFETY

SWITCH

FFE=14.21'

FFE=14.23'

FFE=14.19'

FFE=14.22' FFE=14.33'

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

INV=9.42'

TOP=15.40'

INSIDE DROP

TOP INV=12.92'

BOT INV=11.18'

8"PVC

4"PVC - OEU

TOP=14.53'

INV=5.12'

8"PVCINV=5.02'

TOP=14.29'INV=3.16'

INV=3.16'

30"RCP

TOP=13.70'

INV=2.37'

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

8"UNK

30"RCP

INV=2.93

8"UNK - O

EU

8"

DI

P

TOP=13.24'

INV=3.66'

TOP=14.72'

INV=4.70'

INV=4.62'

TOP=14.04'

INV=4.54'

INV=4.63'

18"PVC - OEU

18"PVC

18"PVC

24"PVC

24"PVC

TOP=15.18'

RECESSED

INV=3.43'

INV=3.45'

INV=3.13'

PUMP

WOODS

12'

12'

11'

10'

13'

9'

12'

12'

9'

10'

10'

9'

13'

13'

14'

15'

15'

15' 14

14'

14'

14'

13'

POST

BUILDING

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

W

W W

W

W

W

SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

CONC

SPIGOT

TOP=14.18'BOT INV=9.23'

INV=9.70'

PIPES RECESSED

FFE=14.17'

30"RCP

PUMP

FH

CO

E

S

AC

E E

T

SAN

LEGEND

CONC

INV

PVC

RCP

UNK

OEU

DIP

CHL

FFE

BOT

X X

SURVEY CONTROL

SEWER VALVE

CLEANOUT

SEWER MANHOLE

FIRE HYDRANT

WATER VALVE

BACK FLOW PREVENTER

ELECTRIC BOX

TRANSFORMER

AIR CONDITIONER

LIGHT POLE

TREE

BOLLARD

CONCRETE

INVERT

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

UNKNOWN

OTHER END UNKNOWN

DUCTILE IRON PIPE

CHAINLINK

FINISHED FLOOR ELEVATION

BOTTOM

WOODS

SANITARY SEWER

SANITARY SEWER FORCED MAIN

FENCE

UNDERGR0UND ELECTRIC

UNDERGROUND WATER

UNDERGROUND TELEPHONE

UNKNOWN UNDERGROUND UTILITY

W

SS SS

RECESSED PIPE

BOT CL INV=3.16'

INV=2.93

FLOW ARROWS ARE CONFIRMED

FROM FIELD GUYS

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S

MANHOLE NO. 1

REMOVE EXIST. MANHOLE

AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

MANHOLE NO. 2

REMOVE EXIST. MANHOLE AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

MANHOLE NO. 3

REMOVE EXIST. MANHOLE AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

DISCHARGE MH FOR MH #1

BYPASS SEGMENT 1 & 2

S

S

S

REMOVE CHAINLINK

FENCE AS REQ'D FOR

BYPASS OPERATIONS

REMOVE EXISTING ASPHALT FOR

INSTALLATION OF SEWER, CRANE

FOUNDATIONS, AND DUMPSTER

PAD. PROVIDE ASPHALT

SUBGRADE, INTERMEDIATE LAYER

AND TOP COAT LAYER. SEE DETAIL.

SEE DETAIL 3 SHEET C102

FOR NEW MANHOLE

DETAILS

SEE DETAIL 1 SHEET C102

FOR NEW SEWER DETAILS

SEE DETAIL 2 SHEET C102

FOR NEW SEWER DETAILS

SEE DETAIL 3 SHEET C102

FOR NEW MANHOLE

DETAILS

SEE DETAIL 1 SHEET C103

FOR NEW SEWER DETAILS

SEE DETAIL 2 SHEET C103

FOR NEW SEWER DETAILS

SEE DETAIL 1 SHEET C102 FOR

NEW SEWER DETAILS

NEW MANHOLE NO. 4

SEE SHEET C102.

4'

N2 3°

' 1

7.8 1"E

194'

N64° 02' 07.04"E

74' S87° 58' 02.11"E

52'

S30° 48' 44.79"E

40'

N55° 30' 07.46"E

27'

N62° 34' 31.77"E

123'S55° 58' 53.70"W

281'

S42° 58' 28.11"E

274' N27° 29' 26.92"W

S

S

NEW MANHOLE NO. 5

SEE SHEET C103.

NEW MANHOLE NO. 6

SEE SHEET C103.

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

24' LENGTH 18"

DIAMETER HDPE PIPE

24" DIAMETER

HDPE PIPE

18" DIAMETER HDPE

PIPE

13' LENGTH 24"

DIAMETER HDPE PIPE

30" DIAMETER HDPE

PIPE

30" DIAMETER

HDPE PIPE

8" DIAMETER

HDPE PIPE

8" DIAMETER HDPE

PIPE

8" DIAMETER HDPE

PIPE

8" DIAMETER HDPE

PIPE

30" DIAMETER HDPE

PIPE

N

0 20' 40'

C-112

JR

JR,MC

RLB

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1, 4:

:5

PM

PHASE 2 SEWER CONSTRUCTION AND BYPASS - G575

EXISTING LIFT STATION G-575 DEMOLITION NOTES:

IT IS AT THE DISCRETION OF THE UTILITIES DEPARTMENT OF CAMP LEJEUNE IF ANY OF THE MATERIALS WILL BE RETAINED FOR STORAGE / SALVAGED. ALL MATERIALS REMOVED AND NOT SALVAGED TO THE UTILITIES DEPARTMENT WILL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE AND DISPOSED OF

PER STATE/LOCAL REGULATIONS.

TEMPORARY BYPASS PUMPING SYSTEM REQUIREMENTS:

· TEMPORARY BYPASS PUMPING MUST BE PROTECTED FROM DEMOLITION AND CONSTRUCTION ACTIVITIES OF THE PUMP STATION AND SEWER NETWORK REHAB AND MUST

REMAIN ACTIVE DURING THE ENTIRE CONSTRUCTION DURATION UNTIL THE OWNER APPROVES AND ACCEPTS THE WORK.

· TEMPORARY BYPASS PUMPING OPERATIONS MUST BE PROVIDED IN ACCORDANCE WITH THE TEMPORARY BYPASS PUMPING SYSTEMS SPECIFICATION, THESE NOTES, THE

DRAWINGS, AND ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS.

· THE BYPASS PUMPS MUST BE PROTECTED FROM FLOODING (100-YEAR FLOOD ELEVATION / BASE FLOOD ELEVATION (BFE).

· ALL BYPASS PUMPING COMPONENTS, LISTED AND SHOWN ON THE PLANS, ARE SCHEMATIC AND REPRESENT APPROXIMATE QUANTITIES AND SIZES.

· PROVIDE A FINAL DESIGN INDICATING ALL COMPONENTS OF THE BYPASS PUMPING SYSTEM, INCLUDING NUMBER AND SIZE OF PUMPS, BYPASS PIPING DIAMETERS, PROPOSED PIPE MATERIAL, AND ALL OTHER APPURTENANCES AND ACCESSORIES REQUIRED FOR A COMPLETE AND OPERABLE BYPASS SYSTEM.

· FIELD VERIFY AND CONFIRM LOCATIONS AND DEPTHS OF ALL MANHOLES AND/OR STRUCTURES PROPOSED TO BE USED DURING BYPASS OPERATIONS.

PHASE 2 - CONSTRUCTION

1. CONSTRUCT NEW PIPE FROM MANHOLE NO. 6 TO

EXISTING MANHOLE.

2. CONSTRUCT NEW PIPE FROM MANHOLE NO. 5 TO

EXISTING MANHOLE.

3. CONNECT NEW 8" PIPE FROM NEW MANHOLE NO. 1

TO EXISTING MANHOLE UPSTREAM WEST OF NEW

MANHOLE NO. 1.

4. PROVIDE NEW MANHOLE NO. 3

5. CONNECT NEW 8" PIPE FROM NEW MANHOLE NO. 2

TO NEW MANHOLE NO. 3.

6. PROVIDE NEW 8" LINES UPSTREAM OF NEW

MANHOLE NO. 3.

PHASE 2 - BYPASS NO. 3

1. PLUG MANHOLE INLET.

2. BYPASS FROM UPSTREAM MANHOLE

TO WET WELL.

3. CONNECT NEW 8" PIPE TO EXISTING

MANHOLE.

PHASE 2 - BYPASS NO. 4

1. PLUG MANHOLE OUTLET AND

BYPASS TO WET WELL.

PHASE 2 - BYPASS NO. 5

1. PLUG MANHOLE OUTLET AND

BYPASS TO WET WELL.

PHASE 2 - BYPASS NO. 2

1. PLUG MANHOLE INLET.

2. BYPASS FROM UPSTREAM

MANHOLE TO WET WELL OR NEW

MANHOLE NO. 4.

3. CONNECT NEW MANHOLE NO. 5 TO

EXISTING MANHOLE.

PHASE 2 - BYPASS NO. 1

1. PLUG MANHOLE INLET.

2. BYPASS FROM UPSTREAM

MANHOLE TO WET WELL OR NEW

MANHOLE NO. 4.

3. CONNECT NEW MANHOLE NO. 6 TO

EXISTING MANHOLE.

INDICATES EXTENTS OF WORK TO BE DONE THIS PHASE. REFER TO

"PHASE 2 - CONSTRUCTION" ABOVE FOR DETAILS.

INDICATES MANHOLES INSTALLED THIS PHASE. REFER TO "PHASE 2 -

CONSTRUCTION" ABOVE FOR DETAILS.

SHADING INDICATES EXTENTS OF

PIPE INSTALLATION WORK IN

ACCORDANCE WITH PHASE 1 NEW

SEWER CONSTRUCTION.

TYP. THIS SHEET.

STOP NEW PIPE

INSTALLATION SHORT OF

CONNECTION TO EXISTING

MANHOLE

STOP NEW PIPE

INSTALLATION SHORT OF

CONNECTION TO EXISTING

MANHOLE

FINAL LENGTH CONNECTION

TO EXIST. UPSTREAM

MANHOLE

FINAL LENGTH CONNECTION

TO EXIST. UPSTREAM

MANHOLE

PROVIDE PIPE TO CONNECT

NEW MANHOLE NO. 5 TO

EXIST. UPSTREAM MANHOLE.

PROVIDE PIPE TO CONNECT

NEW MANHOLE NO. 5 TO

EXIST. UPSTREAM MANHOLE.

60044581

CHRIS MAAS

E=2,465,830.177'

EL=13.847'

60d NAIL

N=362,617.868' E=2,465,904.550'

EL=14.184'

60d NAIL

15148 N=362,638.587' E=2,465,898.367'

EL=13.903'

60d NAIL

15465 N=362,515.483' E=2,465,833.148'

EL=14.256'

60d NAIL

S

S

S

CO

S S

S

S

S

T

T

T

T T

E

E

E

E E

E

CONC

CONC

SS

SS

SS

SS

G

ATE

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

6'CHL

ASPHALT

GRAVEL

12" CYPRESS

12" CYPRESS CLUSTER

12" CYPRESS

8" CYPRESS

10" CYPRESS

9" CYPRESS

7" CYPRESS

15" CYPRESS

6" CYPRESS

3" CYPRESS

5" CYPRESS

6" CYPRESS

5" CYPRESS

5" CYPRESS

8" CYPRESS

12" CYPRESS

16" CYPRESS

6" CYPRESS CLUSTER

EE

E E

E E E

15148

FH

E

FH

CO

E

15465

EAC

ASPHALT

FUEL

TANK

PLATFORM

W/ HANDRAIL

STEPS

SPIGOT

CHEMICAL TANK

RELEASE

VALVE

CONTROL PANEL

CONTROL PANEL

SAFETY

SWITCH

FFE=14.21'

FFE=14.23'

FFE=14.19'

FFE=14.22' FFE=14.33'

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

INV=9.42'

TOP=15.40'

INSIDE DROP

TOP INV=12.92'

BOT INV=11.18'

8"PVC

4"PVC - OEU

TOP=14.53'

INV=5.12'

8"PVCINV=5.02'

TOP=14.29'INV=3.16'

INV=3.16'

30"RCP

TOP=13.70'

INV=2.37'

SAN

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

SA

N

8"UNK

30"RCP

INV=2.93

8"UNK - O

EU

8"

DI

P

TOP=13.24'

INV=3.66'

TOP=14.72'

INV=4.70'

INV=4.62'

TOP=14.04'

INV=4.54'

INV=4.63'

18"PVC - OEU

18"PVC

18"PVC

24"PVC

24"PVC

TOP=15.18'

RECESSED

INV=3.43'

INV=3.45'

INV=3.13'

PUMP

WOODS

12'

12'

11'

10'

13'

9'

12'

12'

9'

10'

10'

9'

13'

13'

14'

15'

15'

15' 14

14'

14'

14'

13'

POST

BUILDING

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

W

W W

W

W

W

SAN SAN SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

CONC

SPIGOT

TOP=14.18'BOT INV=9.23'

INV=9.70'

PIPES RECESSED

FFE=14.17'

30"RCP

PUMP

FH

CO

E

S

AC

E E

T

SAN

LEGEND

CONC

INV

PVC

RCP

UNK

OEU

DIP

CHL

FFE

BOT

X X

SURVEY CONTROL

SEWER VALVE

CLEANOUT

SEWER MANHOLE

FIRE HYDRANT

WATER VALVE

BACK FLOW PREVENTER

ELECTRIC BOX

TRANSFORMER

AIR CONDITIONER

LIGHT POLE

TREE

BOLLARD

CONCRETE

INVERT

POLYVINYL CHLORIDE PIPE

REINFORCED CONCRETE PIPE

UNKNOWN

OTHER END UNKNOWN

DUCTILE IRON PIPE

CHAINLINK

FINISHED FLOOR ELEVATION

BOTTOM

WOODS

SANITARY SEWER

SANITARY SEWER FORCED MAIN

FENCE

UNDERGR0UND ELECTRIC

UNDERGROUND WATER

UNDERGROUND TELEPHONE

UNKNOWN UNDERGROUND UTILITY

W

SS SS

RECESSED PIPE

BOT CL INV=3.16'

INV=2.93FLOW ARROWS ARE CONFIRMED

FROM FIELD GUYS

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

S

MANHOLE NO. 1

REMOVE EXIST. MANHOLE

AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

MANHOLE NO. 2

REMOVE EXIST. MANHOLE AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

MANHOLE NO. 3

REMOVE EXIST. MANHOLE AND REPLACE

WITH NEW MANHOLE.

SEE SHEET C102.

DISCHARGE MH FOR MH #1

BYPASS SEGMENT 1 & 2

S

S

S

REMOVE CHAINLINK

FENCE AS REQ'D FOR

BYPASS OPERATIONS

REMOVE EXISTING ASPHALT FOR

INSTALLATION OF SEWER, CRANE

FOUNDATIONS, AND DUMPSTER

PAD. PROVIDE ASPHALT

SUBGRADE, INTERMEDIATE LAYER

AND TOP COAT LAYER. SEE DETAIL.

SEE DETAIL 3 SHEET C102

FOR NEW MANHOLE

DETAILS

SEE DETAIL 1 SHEET C102

FOR NEW SEWER DETAILS

SEE DETAIL 2 SHEET C102

FOR NEW SEWER DETAILS

SEE DETAIL 3 SHEET C102

FOR NEW MANHOLE

DETAILS

SEE DETAIL 1 SHEET C103

FOR NEW SEWER DETAILS

SEE DETAIL 2 SHEET C103

FOR NEW SEWER DETAILS

SEE DETAIL 1 SHEET C102 FOR

NEW SEWER DETAILS

NEW MANHOLE NO. 4

SEE SHEET C102.

4'

N2 3°

' 1

7.8 1"E

194'

N64° 02' 07.04"E

74' S87° 58' 02.11"E

52'

S30° 48' 44.79"E

40'

N55° 30' 07.46"E

27'

N62° 34' 31.77"E

123'S55° 58' 53.70"W

281'

S42° 58' 28.11"E

274' N27° 29' 26.92"W

S

S

NEW MANHOLE NO. 5

SEE SHEET C103.

NEW MANHOLE NO. 6

SEE SHEET C103.

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

ABANDON EXIST. SEWER IN

PLACE

24' LENGTH 18"

DIAMETER HDPE PIPE

24" DIAMETER

HDPE PIPE

18" DIAMETER HDPE

PIPE

13' LENGTH 24"

DIAMETER HDPE PIPE

30" DIAMETER HDPE

PIPE

30" DIAMETER

HDPE PIPE

8" DIAMETER

HDPE PIPE

8" DIAMETER HDPE

PIPE

8" DIAMETER HDPE

PIPE

8" DIAMETER HDPE

PIPE

30" DIAMETER HDPE

PIPE

N

0 20' 40'

C-113

JR

JR,MC

RLB

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1, 4:

:5

PM

PHASE 3 SEWER CONSTRUCTION AND BYPASS - G575

EXISTING LIFT STATION G-575 DEMOLITION NOTES:

IT IS AT THE DISCRETION OF THE UTILITIES DEPARTMENT OF CAMP LEJEUNE IF ANY OF THE MATERIALS WILL BE RETAINED FOR STORAGE / SALVAGED. ALL MATERIALS REMOVED AND NOT SALVAGED TO THE UTILITIES DEPARTMENT WILL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE AND DISPOSED OF

PER STATE/LOCAL REGULATIONS.

TEMPORARY BYPASS PUMPING SYSTEM REQUIREMENTS:

· TEMPORARY BYPASS PUMPING MUST BE PROTECTED FROM DEMOLITION AND CONSTRUCTION ACTIVITIES OF THE PUMP STATION AND SEWER NETWORK REHAB AND MUST

REMAIN ACTIVE DURING THE ENTIRE CONSTRUCTION DURATION UNTIL THE OWNER APPROVES AND ACCEPTS THE WORK.

· TEMPORARY BYPASS PUMPING OPERATIONS MUST BE PROVIDED IN ACCORDANCE WITH THE TEMPORARY BYPASS PUMPING SYSTEMS SPECIFICATION, THESE NOTES, THE

DRAWINGS, AND ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS.

· THE BYPASS PUMPS MUST BE PROTECTED FROM FLOODING (100-YEAR FLOOD ELEVATION / BASE FLOOD ELEVATION (BFE).

· ALL BYPASS PUMPING COMPONENTS, LISTED AND SHOWN ON THE PLANS, ARE SCHEMATIC AND REPRESENT APPROXIMATE QUANTITIES AND SIZES.

· PROVIDE A FINAL DESIGN INDICATING ALL COMPONENTS OF THE BYPASS PUMPING SYSTEM, INCLUDING NUMBER AND SIZE OF PUMPS, BYPASS PIPING DIAMETERS, PROPOSED PIPE MATERIAL, AND ALL OTHER APPURTENANCES AND ACCESSORIES REQUIRED FOR A COMPLETE AND OPERABLE BYPASS SYSTEM.

· FIELD VERIFY AND CONFIRM LOCATIONS AND DEPTHS OF ALL MANHOLES AND/OR STRUCTURES PROPOSED TO BE USED DURING BYPASS OPERATIONS.

PHASE 3 - CONSTRUCTION

1. CONSTRUCT NEW 8" LINES TO EXISTING MANHOLES.

PHASE 2 - BYPASS NO. 3

1. PLUG MANHOLE INLET.

2. BYPASS FROM UPSTREAM MANHOLE

TO WET WELL.

3. CONNECT NEW 8" PIPE TO EXISTING

MANHOLE.

PHASE 2 - BYPASS NO. 4

1. PLUG MANHOLE OUTLET AND

BYPASS TO WET WELL.

PHASE 2 - BYPASS NO. 5

1. PLUG MANHOLE OUTLET AND

BYPASS TO WET WELL.

PHASE 2 - BYPASS NO. 2

1. PLUG MANHOLE INLET.

2. BYPASS FROM UPSTREAM

MANHOLE TO WET WELL OR NEW

MANHOLE NO. 4.

3. CONNECT NEW MANHOLE NO. 5 TO

EXISTING MANHOLE.

PHASE 2 - BYPASS NO. 1

1. PLUG MANHOLE INLET.

2. BYPASS FROM UPSTREAM

MANHOLE TO WET WELL OR NEW

MANHOLE NO. 4.

3. CONNECT NEW MANHOLE NO. 6 TO

EXISTING MANHOLE.

INDICATES EXTENTS OF WORK TO BE DONE THIS PHASE. REFER TO

"PHASE 3 - CONSTRUCTION" ABOVE FOR DETAILS.

FINAL LENGTH CONNECTION

TO EXIST. UPSTREAM

MANHOLE.

60044582

CHRIS MAAS

GROUND LEVEL FLOOR PLAN - G575 LIFT STATION

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

C-212

C-202 C-211

C-211

C-211 C-212

C-211

C-202

C-212

0 4'-0" 8'-0" 12'-0" 16'-0" 20'-0"4'-0"

1/4"=1'-0"

REMOVE EXIST. MONORAIL,

CRANE, SUPPORTS, AND

FOOTINGS/MOUNTS. SEE

STRUCTURAL FOR DETAILS

REMOVE QUANTITY FOUR (4)

SUBMERSIBLE SANITARY

SEWERAGE PUMPS. SEE SHEET

C-211 FOR MORE DETAILS

REMOVE EXIST. 6" DIA.

SMALL PUMP VALVES

AND DISCHARGE

PIPING. SEE SHEET

C-211 FOR MORE

DETAILS

REMOVE EXIST.

CHECK VALVE

CONTROLS AND

INSTALL ON NEW

CHECK VALVES

REMOVE EXIST.

CONCRETE DUMPSTER

PAD FOR REQUIRED

CRANE WORK AND

SEWER WORK

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

1-de m o pl an p s 4:

:0

PM

NOTES:

1. THE PURPOSE OF THIS SHEET IS TO SHOW THE EXISTING LIFT STATION (G575) IN

ACCORDANCE WITH RECORD DRAWINGS PROVIDED BY THE OWNER.

2. THE INFORMATION SHOWN ON THIS SHEET IS PROVIDED AS A REPRESENTATION OF

THE EXISTING FACILITY FOR INFORMATION ONLY. THE ENGINEER NOR OWNER DO

NOT WARRANTY THAT SOME DETAILS MAY DIFFER FROM SHOWN.

C-201

DEMOLITION PLAN - G575

60044583

JR

JR, MC

RLB

EQUIPMENT ITEMS, QUANTITIES AND SIZES SHOWN IN THE EQUIPMENT

SCHEDULE ARE FROM EXISTING RECORD DRAWINGS AND ARE PROVIDED FOR

INFORMATION ONLY. THE SCHEDULE IS NOT INTENDED TO BE A COMPLETE

LISTING OF EQUIPMENT. VERIFY EXISTING EQUIPMENT.

EQUIPMENT ITEMS, QUANTITIES AND SIZES SHOWN IN THE EQUIPMENT SCHEDULE ARE FROM EXISTING RECORD DRAWINGS AND ARE PROVIDED FOR INFORMATION ONLY. THE SCHEDULE IS NOT INTENDED TO BE A COMPLETE LISTING OF EQUIPMENT. VERIFY

EXISTING EQUIPMENT.

CHRIS MAAS

REMOVE QUANTITY FOUR

(4) SUBMERSIBLE

SANITARY SEWERAGE

PUMPS

0 4'-0" 8'-0" 12'-0" 16'-0" 20'-0"4'-0"

1/4"=1'-0"

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

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

G575 INFLUENT CHANNEL - WETWELL PLAN

G575 LOWER WETWELL PLAN

SECTION 1

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

G575 C-202

Fi le

P at h:

Pl ot D at e:

SYM. DESCRIPTION DATE APP.

REVISIONS

DR.

DES.

CHK.

SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

MCAS NEW RIVER, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091 CONSTR. CONTR. NO.

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC.

23 JULY 2026

N40085-26-B-0044 05-26-0044

G575 LIFT STATION REPAIRS

c:

\u se rs\ m ai ch ow dh ur y\ dc

\a cc do cs

\s ta nt ec c on su ltin g\

2_ ca m pl ej eu ne

_ls g5

\p ro je ct fi le s\

_w ip \0

4_ ci vil \s he et

_f ile s\ sh ee t_ se ts\

2_ c-

2-en la rg ed d em o pl an p s 4:

:3

PM

C-202

ENLARGED DEMOLITION PLAN - G575

JR

JR, MC

RLB

EQUIPMENT ITEMS, QUANTITIES AND SIZES SHOWN IN THE EQUIPMENT SCHEDULE ARE FROM

EXISTING RECORD DRAWINGS AND ARE PROVIDED FOR INFORMATION ONLY. THE SCHEDULE IS NOT

INTENDED TO BE A COMPLETE LISTING OF EQUIPMENT. VERIFY EXISTING EQUIPMENT.

60044584

CHRIS MAAS

REMOVE EXIST. SMALL PUMPS

AND DISCHARGE ELBOW WITH

PEDESTAL (TYP. 2)

SMALL PUMP SECTION VIEW 1

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

G575 SECTION 3

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

G575 SECTION 3

SCALE: 1/4"=1'-0" C-211C-211

C-211

0 4'-0"…