22-0047 Prac App Combined Sheets - ASI 01.pdf

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

12-18-2025

CIVIL GENERAL NOTES

C-001

60037287

CIVIL GENERAL NOTES:

1. REFER TO THE PROJECT SPECIFICATIONS IN ALL SITUATIONS.

BRING CONFLICTS BETWEEN PROJECT SPECIFICATIONS AND

PLANS TO THE ATTENTION OF THE CONTRACTING OFFICER

AND/OR ENGINEER FOR RESOLUTION. ALL MATERIALS AND

WORKMANSHIP MUST CONFORM TO THE PROJECT

SPECIFICATIONS.

2. EXISTING UTILITY INFORMATION IS NOT TO BE RELIED ON AS BEING

EXACT OR COMPLETE. LOCATION, VERIFICATION, SUPPORT AND

PROTECTION OF ALL ABOVE GROUND AND UNDERGROUND

UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT

INDICATED ON CONTRACT DRAWINGS IS REQUIRED. ANY

CONFLICTS OR DISCREPANCIES MUST BE BROUGHT TO THE

CONTRACTING OFFICER'S AND/OR ENGINEER'S ATTENTION

IMMEDIATELY. CAPE FEAR ENGINEERING HAS NOT PHYSICALLY

LOCATED ANY UNDERGROUND UTILITIES.

3. PRIOR TO ANY EXCAVATION, CONTRACTOR MUST HAVE THE

EXISTING UNDERGROUND LINES MARKED ON THE GROUND

SURFACE IN THE AREAS OF CONSTRUCTION. POTHOLE AND

PHYSICALLY VERIFY DEPTH AND LOCATION OF ALL UTILITY LINES

IN THE WORK AREA THAT REQUIRE COORDINATION WITH WORK

ITEMS. POTHOLE VERIFICATION MUST BE DONE WELL IN ADVANCE

OF ACTUAL WORK SO THAT POTENTIAL UTILITY CONFLICTS CAN BE

VERIFIED AND RESOLVED WITHOUT CAUSING SCHEDULE DELAYS.

4. PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT,

UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE

DEMOLISHED. ANY PROPERTY NOT AUTHORIZED FOR REMOVAL,

BUT DAMAGED BY THE CONTRACTOR MUST BE RESTORED BY THE

CONTRACTOR TO THEIR PRE-CONSTRUCTION CONDITION OR

BETTER AT NO ADDITIONAL EXPENSE TO THE OWNER.

5. 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 AT THE CONTRACTOR'S

EXPENSE.

6. WORK PERFORMED UNDER THIS CONTRACT MUST NOT IMPACT

THE OPERATION OF ANY ADJACENT PROPERTIES UNLESS A

UTILITY OUTAGE HAS BEEN APPROVED IN ADVANCE.

7. SEQUENCE WORK AS NECESSARY TO ENSURE THAT ALL UTILITY

SERVICES, INCLUDING FIRE HYDRANTS, REMAIN OPERATIONAL

DURING CONSTRUCTION.

8. RESTORE ANY ACCESS ROADS AND STAGING AREAS USED BACK

TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER. VEGETATE

ALL DISTURBED AREAS IN ACCORDANCE WITH THE PROJECT

SPECIFICATIONS.

9. TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE THAT

EXISTING PAVEMENT SURFACES ARE NOT DAMAGED FROM

TRACKED CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE

SOURCE WHEN EQUIPMENT IS BEING MOVED. REPAIR ANY PAVED

AREAS DAMAGED DURING CONSTRUCTION TO THEIR

PRE-CONSTRUCTION CONDITION OR BETTER.

10. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE

SITE MUST BE KEPT CLEAN AT ALL TIMES. DO NOT ALLOW BUILD

UP OF SOIL, MUD, DUST OR OTHER DEBRIS.

11. CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING

TO COMPLETE THE WORK.

12. ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET

ARE FOR REFERENCE ONLY. CONTRACTOR MUST VERIFY ALL

MATERIAL QUANTITIES SHOWN.

13. KEEP REDLINE MARK-UPS OF ANY CHANGES MADE FROM THE

APPROVED PLAN AND PROVIDE COPY OF REDLINES TO ENGINEER

UPON PROJECT COMPLETION.

14. THERE ARE POTENTIAL JURISDICTIONAL WETLANDS IN THE

VICINITY OF THE PROJECT AREA. A MINIMUM 50-FT BUFFER SHALL

BE MAINTAINED.

EXISTING CONDITION NOTES:

1. SEE SHEETS VF100 AND VF101 FOR EXISTING CONDITIONS AND

SURVEY INFORMATION.

OFFSITE BORROW AREA NOTES

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING OFFSITE BORROW

AREA HAS AN APPROVED EROSION CONTROL PERMIT AND

APPROPRIATE MEASURES IN PLACE PRIOR TO LAND DISTURBING

ACTIVITY.

2. NO BORROW MATERIALS ARE AVAILABLE ON GOVERNMENT

PROPERTY.

DEMOLITION PLAN NOTES:

1. LOCATE UNDERGROUND UTILITIES AND COORDINATE DEMOLITION

AND / OR RELOCATION WORK. SPECIFICALLY TAKE EXTRA

CAUTIONARY MEASURES TO PREVENT DISRUPTION OF ANY

TELECOM FIBER IN THE PROJECT AREA. ONCE LOCATED IN THE

FIELD, POSITIVE VERIFICATION BY POTHOLING IS REQUIRED.

REPORT ANY CONFLICTS OR DISCREPANCIES TO ENGINEER.

2. LIMITS OF DEMOLITION AND DIMENSIONS ARE SHOWN FOR

GENERAL REFERENCE. CONTRACTOR MUST BE RESPONSIBLE FOR

REMOVAL OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS

NECESSARY TO COMPLETE WORK WITHIN THIS CONTRACT.

3. WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, USE A

SAW CUT AT THE LIMITS OF DEMOLITION OR NEAREST JOINT TO

OBTAIN A CLEAN VERTICAL EDGE.

4. DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN

MATERIAL STOCKPILES MUST BE LOCATED AT LEAST 50' FROM

STORMDRAINS OR STREAMS.

5. REPORT ANY UNSUITABLE SOILS, CONTAMINATED SOILS, AND

BURIED CONCRETE AND DEBRIS TO THE CONTRACTING OFFICER

IMMEDIATELY.

6. CONTRACTOR MUST PROVIDE TEMPORARY THRUST BLOCKS AND

TEMPORARILY CAP WATERLINES FOR SEQUENCING OF

WATERLINE DEMOLITION AND INSTALLATION OF NEW TEES AND

FITTINGS.

7. CONTRACTOR MUST SEQUENCE DEMOLITION OF STORM AND

SANITARY SEWER TO ENSURE ALL SYSTEMS REMAIN ONLINE

DURING WORK. CONTRACTOR MUST PROVIDE TEMPORARY CAPS

AND PLUGS AND BYPASS PUMPING AS REQUIRED FOR

SEQUENCING OF DEMOLITION AND NEW WORK.

8. UNDERGROUND UTILITIES SHOWN ON THE DEMOLITION PLANS

MAY EXTEND FURTHER THAN SHOWN. CONTRACTOR IS

RESPONSIBLE FOR COMPLETE REMOVAL OF UTILITIES WITHIN THE

ENTIRE PROJECT SITE UNLESS OTHERWISE NOTED.

SIGNAGE, STRIPING, AND MARKING NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PEDESTRIAN AND

VEHICULAR TRAFFIC DETOURS AND MUST USE APPROPRIATE

SIGNAGE AND BARRICADES IN ACCORDANCE WITH ALL BASE,

STATE, AND FEDERAL REQUIREMENTS.

2. ALL ROAD AND LANE CLOSURES MUST BE REQUESTED AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO CLOSING OF

ANY ROADWAYS.

3. ALL ROAD CLOSURES MUST BE SUBMITTED TO THE CONTRACTING

OFFICER A MINIMUM OF 15 DAYS PRIOR TO THE REQUIRED DATE

OF CLOSURE AND MUST INCLUDE A TRAFFIC CONTROL PLAN IN

ACCORDANCE WITH MUTCD AND EM 385-1-1.

4. ALL TRAFFIC CONTROL METHODS AND DEVICES, BOTH

TEMPORARY AND PERMANENT, MUST BE IN ACCORDANCE WITH

THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY

ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES" (MUTCD), MOST RECENT EDITION AND THE NORTH

CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT).

5. USE THE COLOR WHITE FOR ALL PAVEMENT MARKINGS AND

SYMBOLS UNLESS OTHERWISE NOTED.

6. DO NOT LOCATE PAVEMENT MARKING SYMBOLS AS TO ENCROACH

INTO INTERSECTION AREAS.

7. DO NOT PLACE PAVEMENT MARKING SYMBOLS ACROSS

TRANSVERSE EXPANSION JOINTS ON PORTLAND CONCRETE

PAVEMENTS UNLESS APPROVED BY THE ENGINEER.

8. CONFORM ALL SYMBOLS TO THE NCDOT STANDARDS AND

PROJECT SPECIFICATIONS AND DETAILS.

9. SEE SIGNAGE & PAVEMENT MARKINGS ON SITE PLAN AND DETAIL

SHEETS, WHERE SHOWN.

10. PAVEMENT MARKINGS MUST BE COLORED PER THE PLANS,

WHERE SHOWN. PAVEMENT MARKINGS LOCATED IN PARKING

AREAS MUST BE WATER-BASED. CROSSWALKS AND PAVEMENT

MARKINGS IN TRAFFIC AREAS MUST BE THERMOPLASTIC.

11. ANY EXISTING PAVEMENT MARKINGS IN THE VICINITY OF THE

PROJECT LIMITS THAT ARE DAMAGED DURING CONSTRUCTION

MUST BE REPAIRED OR REPLACED TO THE CONTRACTING

OFFICER'S SATISFACTION.

SIDEWALK AND PAVING NOTES:

1. COMPLY WITH THE CURRENT NCDOT STANDARDS AND

SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS

OTHERWISE NOTED.

2. INSTALL EXPANSION JOINT WITH THICKENED EDGE WHERE

CONCRETE PAVEMENT ABUTS BUILDINGS, MANHOLES, INLETS,

AND OTHER STRUCTURES IN THE PAVEMENT UNLESS NOTED

OTHERWISE.

3. FREE CONCRETE PAVEMENT EDGES THAT ABUT GRAVEL OR

ASPHALT PAVEMENT AREAS MUST BE THICKENED.

4. CONSTRUCTION JOINTS MUST BE USED AT THE END OF EACH

DAY'S PLACING OPERATIONS AND WHEN CONCRETE PLACEMENT

IS INTERRUPTED FOR 30 MINUTES OR LONGER.

5. ODD SHAPED SLABS (WHERE L:W RATIO IS GREATER THAN 1.25)

AND SLABS WITH PENETRATIONS (FOR UTILITIES, BASINS,

BOLLARDS, ETC) MUST BE REINFORCED WITH WWF (6X6-W2.1X2.1)

IN CENTER OF SLAB.

6. REFER TO PROJECT SPECIFICATIONS FOR SPACING AND

DIMENSIONS OF ALL CONSTRUCTION AND EXPANSION JOINTS.

STORMWATER AND GRADING NOTES:

1. NO INSTALLATION OF IMPERVIOUS SURFACES IN EXCESS OF 10,000

SF MUST BE DONE PRIOR TO OBTAINING APPROVAL FROM NORTH

CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ).

2. ALL CUT OR FILL SLOPES MUST BE 3:1 OR FLATTER UNLESS

OTHERWISE NOTED.

3. DURING CONSTRUCTION, PERFORM GRADING IN A MANNER AND

SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES.

4. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO

ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.

5. FOR ALL NEW BUILDINGS, PROVIDE A MINIMUM 5% SLOPE AWAY

FROM THE BUILDING FOR THE FIRST 10-FEET AND ASSURE THAT

FINISHED FLOOR ELEVATIONS ARE A MINIMUM OF 6-INCHES ABOVE

THE ADJACENT SITE GRADE IN NON-PAVED AREAS.

6. ALL STORM PIPE MUST BE CLASS III REINFORCED CONCRETE PIPE

(RCP), UNLESS OTHERWISE NOTED ON THE PLANS.

7. UPON THE COMPLETION OF CONSTRUCTION AND SITE

STABILIZATION, ALL NEW PIPES AND EXISTING PIPES IMPACTED BY

CONSTRUCTION MUST BE CLEANED TO REMOVE ALL

ACCUMULATED SILT, SEDIMENT AND DEBRIS.

8. ALL STORM PIPE ENTERING STRUCTURES (NEW AND EXISTING)

MUST BE CUT FLUSH TO INSIDE OF THE BOX AND GROUTED TO

ASSURE CONNECTION AT STRUCTURE IS WATER TIGHT; MAXIMUM

PROTRUSION MUST BE 6 INCHES.

9. ALL STORMWATER STRUCTURES IN PAVED AREAS MUST BE FLUSH

WITH PAVEMENT AND BE HEAVY-DUTY TRAFFIC RATED.

GENERAL UTILITY NOTES:

1. ALL UTILITY MATERIALS, CONSTRUCTION, TESTING AND

WORKMANSHIP MUST CONFORM TO THE PROJECT

SPECIFICATIONS, UFC STANDARDS, AND MUST MEET OR EXCEED

NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

AND CAMP LEJEUNE STANDARDS AND SPECIFICATIONS.

2. A NORTH CAROLINA LICENSED UTILITY CONTRACTOR MUST

PERFORM ALL UTILITY WORK INVOLVED IN CONSTRUCTING THIS

PROJECT.

3. COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED

UTILITY ADJUSTMENTS AND/OR RELOCATIONS.

4. ISOLATE ALL NEW PIPING FROM EXISTING PIPING UNTIL ALL NEW

PIPING HAS BEEN TESTED, CERTIFIED TO UTILITY PROVIDER AND

ACCEPTED FOR SERVICE.

5. FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITY

LINES PRIOR TO THE INSTALLATION OF ANY NEW LINES.

6. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE

INSTALLATION OF UTILITIES. IF NOT, CONTRACTOR MUST ENSURE

THAT MINIMUM COVER REQUIREMENTS ARE MET AND THAT

UTILITIES ARE ADEQUATELY PROTECTED.

7. ADJUST ALL UTILITY STRUCTURE RIM ELEVATIONS AS NECESSARY

TO MATCH FINAL ELEVATIONS.

8. NOTIFY THE UTILITY PROVIDER'S INSPECTORS AND CONTRACTING

OFFICER, AND ENGINEER AT LEAST 72 HOURS BEFORE

CONNECTING TO ANY EXISTING LINE AND/OR BEGINNING UTILITY

LINE INSTALLATION.

9. NOTIFY AND RECEIVE APPROVAL FROM THE UTILITY PROVIDER'S

INSPECTORS AND CONTRACTING OFFICER AT LEAST 15 DAYS

PRIOR TO ANY UTILITY DISRUPTIONS.

10. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL

UTILITIES. ANY DISCREPANCIES MUST BE BROUGHT TO

ENGINEER'S ATTENTION IMMEDIATELY.

11. THE UTILITY DRAWINGS DO NOT SHOW EVERY OFFSET,

TRANSITION, AND FITTING THAT MAY BE REQUIRED. DETERMINE

AND PROVIDE FITTINGS AND CONCRETE THRUST BLOCKS

NECESSARY FOR COMPLETION OF THE SYSTEM.

12. PROVIDE EXTERIOR CORROSION PROTECTION ON UNDERGROUND

METALLIC PIPE LINES UNLESS OTHERWISE NOTED.

13. ALL UNDERGROUND UTILITIES MUST BE INSTALLED A MINIMUM OF

5 FEET FROM NEW OR EXISTING STRUCTURES.

WATER NOTES:

1. A NCDEQ WATER EXTENSION PERMIT IS REQUIRED FOR THIS

PROJECT.

2. ALL BACKFLOW PREVENTION ASSEMBLIES AND METERS MUST BE

LOCATED WITHIN THE BUILDING MECHANICAL ROOMS UNLESS

LOCATED OTHERWISE ON PLANS.

3. MINIMUM UTILITY SEPARATIONS

SANITARY SEWER - 10-FEET (LATERALLY)

- 18-INCHES (VERTICAL - WATER

OVER SEWER)

STORM SEWER - 18-INCHES (VERTICAL)

4. WHERE A WATER MAIN PASSES OVER A SEWER, AND THE

VERTICAL SEPARATION IS LESS THAN 18" OR WHERE WATER

PASSES UNDER SEWER, THE SEWER AND WATERMAIN MUST BOTH

BE DUCTILE IRON PIPE FOR A DISTANCE OF 10' ON EACH SIDE OF

THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO

JOINTS)..

5. ALL WATERLINES MUST HAVE A MINIMUM OF 36-INCHES OF COVER

FROM FINISHED GRADE, UNLESS DUCTILE IRON IS SPECIFIED.

6. ALL WATERLINES MUST HAVE A MINIMUM OF 18-INCHES OF

SEPARATION BETWEEN UNDERGROUND POWER &

COMMUNICATION LINES. COORDINATE WITH THE SITE ELECTRICAL

/ COMMUNICATIONS CONTRACTOR.

7. WHERE A WATERLINE PASSES UNDER A STORM DRAIN PIPE, THE

WATERLINE MUST MAINTAIN A MINIMUM OF 18-INCHES OF

VERTICAL SEPARATION FOR A DISTANCE OF 10' ON EACH SIDE OF

THE CROSSING (20' LENGTH CENTERED AT CROSSING - NO

JOINTS).

8. ALL WATERLINES MUST HAVE A MINIMUM OF 18-INCHES OF

SEPARATION FROM GAS LINES. COORDINATE WITH SITE GAS

CONTRACTOR.

SANITARY SEWER NOTES:

1. A NCDEQ SEWER EXTENSION PERMIT IS NOT REQUIRED FOR THIS

PROJECT.

2. ALL CLEANOUT SYMBOLS SHOWN REPRESENT THE LOCATION OF

SURFACE ACCESS POINTS. CONTRACTOR MUST LOCATE WYE

APPROPRIATELY BASED ON PIPE SIZE AND PIPE DEPTH.

3. MAXIMUM DISTANCE BETWEEN CLEANOUTS ON SERVICE LINES IS

100-FEET. CLEANOUTS MUST BE PLACED AT VERTICAL AND

HORIZONTAL CHANGES OF DIRECTION.

4. MANHOLES AND CLEANOUTS LOCATED IN PAVEMENT, CONCRETE

OR OTHER TRAFFIC AREAS MUST BE SET FLUSH TO FINISHED

GRADE AND BE HEAVY-DUTY TRAFFIC RATED (HS-20).

5. MANHOLES AND CLEANOUTS IN UNPAVED AND NON-TRAFFIC

AREAS MUST BE SET 1-INCH ABOVE FINISHED GRADE.

6. ALL SEWER LINES MUST HAVE A MINIMUM OF 36-INCHES OF COVER

FROM FINISHED GRADE UNLESS DUCTILE IRON PIPE.

7. MINIMUM UTILITY SEPARATIONS:

WATER - SEE WATER NOTES

STORM SEWER - 24-INCHES (VERTICAL)

8. ALL SEWER LINES MUST HAVE A MINIMUM OF 18-INCHES OF

SEPARATION FROM UNDERGROUND POWER AND COMMUNICATION

LINES. COORDINATE WITH SITE ELECTRICAL/COMMUNICATION

CONTRACTOR.

9. ALL SEWER LINES MUST HAVE A MINIMUM OF 18-INCHES OF

SEPARATION FROM GAS LINES.

EROSION CONTROL NOTES:

1. TOTAL DISTURBED AREA IS MORE THAN 1.0 ACRE. A LAND

DISTURBANCE PERMIT IS REQUIRED.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN

ACCORDANCE WITH THE NORTH CAROLINA SEDIMENTATION AND

EROSION CONTROL DESIGN MANUAL (LATEST EDITION).

3. DIMENSIONS AND GRADES SHOWN ON THE PLANS MUST BE FIELD

VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

NOTIFY THE ENGINEER IN WRITING IF DISCREPANCIES EXIST

PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY

PLAN OR GRADE CHANGES.

4. PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT ALL TIMES.

5. IF UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING

CONSTRUCTION AS THE RESULT OF INCREASED RUNOFF OR

SEDIMENT DISPLACEMENT, THE CONTRACTOR SHALL TAKE

ACTION TO REMEDY SUCH CONDITIONS AND PREVENT DAMAGE TO

ADJACENT PROPERTIES.

6. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

MAINTAINED CONTINUOUSLY, RELOCATED WHEN NECESSARY,

AND SHALL BE CHECKED FOR STABILITY AND PROPER

FUNCTIONING AFTER EVERY RAINFALL EVENT.

SEQUENCE OF LAND DISTURBANCE:

1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO THE

BEGINNING OF WORK.

2. DETERMINE AND MARK LIMITS OF DISTURBANCE.

3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.

4. INSTALL TEMPORARY SILT FENCE AND SILT FENCE ROCK OUTLETS.

5. TOPSOIL REMOVAL AND STORAGE. ALL ROOTS, STUMPS, OR

OTHER DEBRIS SHALL BE REMOVED FROM TOP SOIL PRIOR TO

STOCKPILING.

6. INSTALL PERMANENT DRAINAGE SWALES.

7. BRING SITE TO FINAL GRADE.

8. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7

DAYS AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1.0" OR

GREATER).

9. PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND

CRIMPING, IN ALL AREAS THAT ARE TO BE LEFT IDLE FOR MORE

THAN 14 DAYS.

10. PERMANENT GRASS MUST BE INSTALLED PER PROJECT

SPECIFICATIONS FOR ALL AREAS AT FINAL GRADE AND IN SEASON.

FERTILIZE, WATER AND REPLACE TO ESTABLISH A VIGOROUS

STAND OF GRASS. TEMPORARY IRRIGATION MAY BE REQUIRED

UNTIL GRASS IS FULLY ESTABLISHED.

11. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS

STABILIZED, REMOVE ALL ACCUMULATED SEDIMENT FROM SILT

FENCE AND OTHER EROSION CONTROL MEASURES. GRASS THESE

AREAS IMMEDIATELY AND REMOVE ALL EROSION CONTROL

MEASURES.

12. CONTRACTOR IS RESPONSIBLE FOR SPREADING EXCAVATED

SPOILS ON SITE AND GRADE WITH SMOOTH TRANSITIONS TO

MATCH EXISTING GRADE. CONTRACTOR TO MAINTAIN POSITIVE

DRAINAGE AT ALL AREAS. ALL IN ACCORDANCE WITH ALL LOCAL,

STATE, AND FEDERAL REGULATIONS.

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151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

12-18-2025

CD100

CIVIL DEMOLITION PLAN

60037289

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

2. SEE SHEET VF100 FOR EXISTING CONDITIONS.

1. REMOVE EXISTING VEGETATION. NO CLEARING IS ALLOWED OUTSIDE OF

AREA SHOWN.

2. REMOVE AND REPAIR GRAVEL PAVEMENT FOR WATER LINE AND HYDRANT

INSTALLATION, MATCH EXISTING SECTION.

3. OPEN CUT/ PATCH ASPHALT ROAD FOR UTILITY CONNECTION, SEE SHEET

CU100.

1" = 20'-0" 0 20 401 CIVIL DEMOLITION PLAN

PLAN

NORTH

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALK

CONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT ALL EXISTING COMMUNICATIONS UTILITIES IN

AND AROUND THE PROJECT AREA.

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

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STORAGE

OPENTRAINING BAY

FFE: 29.5'FG: 29.0'

CLASSROOM

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SSCO

RIM: 28.78

C

C

C

54.1'

44.7'

56.7'

6.

3'

R50.0

R30 .0

R25.0

R25.0

2'

194.4' 192.4'

0'

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

12-18-2025

CS100

CIVIL SITE PLAN

60037290

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

1. GRAVEL PARKING/PAVEMENT

2. GRAVEL TRAINING AREA WITH CONTAINMENT CURB

(SEE ARCHITECTURAL PLANS AND DETAIL 11 ON SHEET C-504)

3. HIGH SECURITY CHAINLINK FENCE

4. DOUBLE SWING GATE

5. PEDESTRIAN GATE

6. PROTECTIVE BOLLARD

7. CONCRETE SPLASHBLOCK

8. GRAVEL DRIVEWAY

9. GRAVEL ROAD REPAIR, MATCH EXISTING SECTION AND GRADE

1" = 20'-0" 0 20 401 CIVIL SITE PLAN

PLAN

NORTH

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

TYP

C-504

C-504

C-504

C-504

C-504

TYP

C-504

TYP

C-504

C-504

C-504

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALK

CONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT ALL EXISTING COMMUNICATIONS UTILITIES IN

AND AROUND THE PROJECT AREA.

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SSMH

RIM ELEV: 31.55'

6" (W) IE: 18.06'

6" (S) IE: 18.15'

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6" (W) IE: 18.06'

6" (S) IE: 18.15'

STORAGE

OPEN

TRAINING BAY

FFE: 29.5'FG: 29.0'

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C

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

12-18-2025

CU100

CIVIL OVERALL UTILITY PLAN

60037291

1. 4" SEWER SERVICE WITH CLEANOUT (SCHEDULE 40 PVC).

2. PACKAGE GRINDER PUMP STATION (SIMPLEX).

3. 2" FORCEMAIN (SDR-21).

4. CONNECT TO EXISTING SEWER STRUCTURE.

5. 2" ISOLATION GATE VALVE.

6. 8" WATER LINE C900 DR-18 (MINIMUM 36" DEPTH OF COVER).

7. CONNECT TO EXISTING WATERLINE.

8. FIRE HYDRANT.

9. YARD HYDRANT.

10. TAP FOR 1-1/2" DOMESTIC WATER SERVICE.

11. 8" GATE VALVE AND TEMPORARY BLOW-OFF ASSEMBLY FOR FUTURE EXTENSION.

12. PROTECT EXISTING FENCE TO REMAIN, EXCAVATE ON BOTH SIDES OF FENCE FOR

UTILITY INSTALLATION.

13. TRENCHLESS UTILITY INSTALLATION AT ROAD CROSSING (NO OPEN CUTTING).

CONTRACTOR TO PROTECT EXISTING CONTROLLED GATE FEEDBACK LOOP.

14. REMOVE TREES/VEGETATION AS REQUIRED FOR UTILITY INSTALLATION.

15. PAD MOUNTED TRANSFORMER W/ PROTECTIVE BOLLARDS (SEE ELECTRICAL).

16. UTILITY CROSSING, SEE DETAIL 8 ON SHEET C-503.

17. UNDERGROUND ELECTRICAL LINE, CONNECT TO EXISTING TRANSFORMER

(SEE ELECTRICAL).

18. UNDERGROUND COMMUNICATIONS LINE (SEE ELECTRICAL SITE SHEET ES101).

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

1" = 50'-0" 0 50 1001 CIVIL OVERALL UTILITY PLAN

PLAN

NORTH

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

CURRENT

GRAVEL ROAD

FUTURE PAVED ROAD, PART

OF ADJACENT PROJECT

FUTURE CONCRETE SIDEWALK,

PART OF ADJACENT PROJECT

WETLANDS, TYP.

WETLANDS, TYP.

C-503

C-503

C-503

6/12

TYP

C-503

C-503

C-503

C-503

C-504

C-502

TYP

CONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT ALL EXISTING COMMUNICATIONS UTILITIES IN

AND AROUND THE PROJECT AREA.

C-503

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C

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

12-18-2025

CU101

CIVIL UTILITY PLAN

60037291A

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

C-504

1&4

1" = 20'-0" 0 20 401 CIVIL UTILITY PLAN

PLAN

NORTH

C-503

C-503

C-503

6/12

TYP

C-503

SE

E

SH

EE

T C

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O N

SEE SHEET CU100

FOR CONTINUATION OF UNDERGROUND

POWER AND WATER CONNECTION

C-503

TYP

C-503

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALKCONTRACTOR SHALL TAKE NECESSARY MEASURES TO

PROTECT ALL EXISTING COMMUNICATIONS UTILITIES IN

AND AROUND THE PROJECT AREA.

C-503

1. 4" SEWER SERVICE WITH CLEANOUT (SCHEDULE 40 PVC).

2. PACKAGE GRINDER PUMP STATION (SIMPLEX).

3. 2" FORCEMAIN (SDR-21).

4. CONNECT TO EXISTING SEWER STRUCTURE (NOT USED - SEE SHEET CU100).

5. 2" ISOLATION GATE VALVE.

6. 8" WATER LINE C900 DR-18 (MINIMUM 36" DEPTH OF COVER).

7. CONNECT TO EXISTING WATERLINE.

8. FIRE HYDRANT.

9. YARD HYDRANT.

10. TAP FOR 1-1/2" DOMESTIC WATER SERVICE.

11. 8" GATE VALVE AND TEMPORARY BLOW-OFF ASSEMBLY FOR FUTURE EXTENSION.

12. PROTECT EXISTING FENCE TO REMAIN, EXCAVATE ON BOTH SIDES OF FENCE FOR

UTILITY INSTALLATION.

13. TRENCHLESS UTILITY INSTALLATION AT ROAD CROSSING (NO OPEN CUTTING).

CONTRACTOR TO PROTECT EXISTING CONTROLLED GATE FEEDBACK LOOP.

14. REMOVE TREES/VEGETATION AS REQUIRED FOR UTILITY INSTALLATION.

15. PAD MOUNTED TRANSFORMER W/ PROTECTIVE BOLLARDS (SEE ELECTRICAL).

16. UTILITY CROSSING, SEE DETAIL 8 ON SHEET C-503.

17. UNDERGROUND ELECTRICAL LINE, CONNECT TO EXISTING TRANSFORMER

(SEE ELECTRICAL).

18. UNDERGROUND COMMUNICATIONS LINE (SEE ELECTRICAL SITE SHEET ES101).

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C

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

12-18-2025

CG100

CIVIL GRADING PLAN

60037292

1. GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING

2. DRAINAGE SWALE

3. APPROXIMATE LOCATIONS OF CLIN PLANTINGS, IF GOVERNMENT

EXERCISES THE CLIN OPTION TO PROVIDE ADDITIONAL SCREENING

FOR THE PROJECT. QUANTITY AND LOCATIONS AS DIRECTED BY

CONTRACTING OFFICER. PLANTING LOCATIONS GENERALLY WILL

FOLLOW LOD LINES, AND MAY BE INSIDE OR OUTSIDE THE LOD LINES.

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

2. CLIN IS REQUIRED FOR THIS PROJECT. SEE BIDDING INSTRUCTIONS AND

DOCUMENTS, SHEET G-001, SPECIFICATIONS AND NOTES ON THIS SHEET.

CLIN IS FOR A PER PLANT COST, INSTALLED. CLIN MAY BE EXERCISED AT

OPTION OF GOVERNMENT.

3. LIST OF ITEMS WHICH MAY BE USED IN QUANTITY AND COMBINATIONS TO BE

DETERMINED BY CONTRACTING OFFICER:

A. UPRIGHT YAUPON HOLLY, 15 GALLON

B. UPRIGHT YAUPON HOLLY, 30 GALLON

C. EASTERN RED CEDAR, 15 GALLON

D. EASTERN RED CEDAR, 30 GALLON

E. WAX MYRTLE, 15 GALLON

F. WAX MYRTLE, 30 GALLON

4. WHERE CLIN PLANTS ARE TO BE USED, PLANTING SPACING IS ON

APPROXIMATELY 6' CENTERS

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALK

TYP

1" = 20'-0" 0 20 401 CIVIL GRADING PLAN

PLAN

NORTH

MATCH EXISTING

GRADE, TYP.

AutoCAD SHX Text

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SATISFACTORY TO: DATE

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APPROVED: PWO OR OICC DATE

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DESIGN DIR.

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SUBMITTED BY:

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DR.

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CHK.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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CONST. CONTR.

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MARINE CORPS BASE

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SCALE:

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SIZE

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SPEC.

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CODE IDENT. NO

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NAVFAC DRAWING NO.

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SHEET OF

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PRACTICAL APPLICATION TRAINING

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FACILITY (LE22S03R)-MARSOC

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NOTED

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WEB

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WEB

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MKM

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MKM

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CHRIS MAAS, PE

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SYM

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DATE

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APPROVED

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REVISIONS

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FINAL

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ASI 1

AutoCAD SHX Text 03/09/2026

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29.25

29.25

22 23 24 25 26 27 28

8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26

20 21 22 23 24 25 26 27 28

26 27

P8WL

P8 W

L

P8WL

P8WL

P8WL

P8WL

P8WL

LO

D

LO

D

LO

D LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LOD

LOD

LODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LO

DLOD

LO

D

LOD

LOD

LOD

LO

D

LOD

LOD

LOD

LO

D

LOD

LOD

P2FM

P2FM

P2FM

P2FM

P2FM

P2FM P2FM P2FM

P2FM

P2FM

P2FM

P2FM

UC

UC

UC

UC

UC

UC

UC

UC

UC

C

151 Poole Rd. Suite 100 | Leland, NC, 28451

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

GENERAL SHEET NOTES

SHEET KEYNOTES

12-18-2025

CG101

CIVIL EROSION CONTROL PLAN

600372931" = 20'-0" 0 20 401 CIVIL EROSION CONTROL PLAN

PLAN

NORTH

1. SEE SHEET C-001 AND C-002 FOR GENERAL NOTES, LEGEND, ABBREVIATIONS.

2. CONTRACTOR IS REQUIRED TO PAY THE ANNUAL NCG01 PERMIT FEE UNTIL THE

CERTIFICATE OF COVERAGE IS TERMINATED.

TYP

TYP

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

TYP

C-500

CURRENTGRAVEL ROAD

FUTUREADJACENT

PAVED ROAD

FUTURE SIDEWALK

WETLANDS, TYP.

50' WETLAND

BUFFER

50' WETLAND

BUFFER

REQUIRED GROUNDCOVER TIMES (SEE SEQUENCE OF LAND

DISTURBANCE NOTES ON SHEET C-002

AND VEGETATION SCHEDULE DETAIL

7 DAY MAXIMUM

14 DAY MAXIMUM

C-500

SPOIL STORAGE BERMS SHALL BE LOCATED BY THE

CONTRACTOR AS NEEDED FOR CONSTRUCTION

SEQUENCE/PHASING AND SHALL BE ENCLOSED IN A DOUBLE

ROW OF TEMPORARY SILT FENCE.

C-500

1. GRADE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

2. LIMITS OF DISTURBANCE

3. TEMPORARY CONSTRUCTION ENTRANCE

4. TEMPORARY SILT FENCE

5. TEMPORARY SILT FENCE ROCK OUTLET

6. TEMPORARY CHANNEL LINER

7. TEMPORARY STONE CHECK DAM

8. PROVIDE GROUNDCOVER PER STABILIZATION SCHEDULE AS NECESSARY FOR

ALL UTILITY TRENCHING AND LAND DISTURBANCE.

9. APPROXIMATE STOCKPILE LOCATION. STOCKPILE SHOULD BE RELOCATED AS

NECESSARY TO FACILITATE CONSTRUCTION SEQUENCING.

10. APPROXIMATE CONTRACTOR LAYDOWN AREA. LAYDOWN AREA SHOULD BE

RELOCATED AS NECESSARY TO FACILITATE CONSTRUCTION SEQUENCING.

TYP

C-500

TYP

C-500

SWALE #2

DRAINAGE AREA = ±0.87 AC

(CUMULATIVE)

TYP

C-500

SWALE #3

DRAINAGE AREA = ± 0.12 AC

SWALE #1

DRAINAGE AREA = ±0.48 AC

SWALE DRAINAGE

AREA, TYP.

9 10 C-500

TYP

TYP

DRAINAGE AREA = ± 0.51 AC

(SHEET FLOW)

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

12-18-2025

C-500

CIVIL EROSION DETAILS

TEMPORARY SILT FENCE

EXTENSION OF

FABRIC AND WIRE

INTO TRENCH

FILTER

FABRIC

- 8'-0" MAX. WITH WIRE REINFORCEMENT AND

STANDARD STRENGTH FITLER FABRIC

- 6'-0" MAX. WITHOUT WIRE REINFORCEMENT AND

EXTRA STRENGTH FILTER FABRIC

5' MIN. STANDARD

"T" POSTS, 1.25 LB/LF

OR HEAVIER

WIRE REINFORCEMENT

14 GAUGE STEEL

WIRE 6" OPENINGS

SYNTHETIC FILTER FABRIC AT

LEAST 95% POLYOLEFIN OR

POLYESTER BY WEIGHT.

FABRIC SHALL CONTAIN UV

INHIBITORS & STABILIZERS TO

PROVIDE MIN. 6 MONTHS OF

USE

DIRECTION OF FLOW

NOTES:

1. ALL SILT FENCE MATERIAL SHALL MEET OR EXCEED ASTM D 6461

2. SILT FENCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.62 OF THE NCDEQ

EROSION CONTROL PLANNING AND DESIGN MANUAL.

SITE AREA DESCRIPTION

PERIMETER DIKES, SWALES, DITCHES

AND SLOPES

HIGH QUALITY WATER (HQW) ZONES

SLOPES STEEPER THAN 3:1

SLOPES 3:1 OR FLATTER

ALL OTHER AREAS WITH SLOPES

FLATTER THAN 4:1

STABILIZATION

7 DAYS

7 DAYS

7 DAYS

14 DAYS

14 DAYS

NONE

NONE

IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED

7 DAYS FOR SLOPES GREATER

THAN 50' IN LENGTH.

NONE, EXCEPT FOR PERIMETERS AND HQW

ZONES

TIMEFRAME EXCEPTIONS

NEW STABILIZATION TIMEFRAMES

STABILIZATION SCHEDULE

NOT TO SCALE

STEEL POSTCOMPACTED

FILL

10'

SILT FENCE

1.5'

PLAN VIEW

4'

±10'

SILT FENCE

#5 WASHED STONE

#5 WASHED STONE

SILT FENCE ROCK OUTLET

SECTION VIEW

PROVIDE SAND-BASED CENTIPEDE SOD (EREMOCHLOA OPHIUROIDES) FOR ALL TURF AREAS. SODDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL AND PROJECT SPECIFICATIONS. SEE SHEET C-001 FOR

ADDITIONAL SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS.

TEMPORARY STABILIZATION

PERMANENT STABILIZATION

1'-0" 1

BERM EXCAVATED

MATERIAL ON

DOWNSLOPE SIDE OF

SWALE

V-SHAPED GRASS

CHANNEL LINER

(BERMUDA)

TEMPORARY DIVERSION SWALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

MAINTENANCE

NA

NOTES

FERTILIZATION/ FERTILIZATION/ACRE

UNWEATHERED; AVOID WEEDS

QUALITY

DRY, UNCHOPPED,

750 LBS. 10-10-10

SPREAD BY HAND OR MACHINE, MUST

BE TACKED DOWN.

SHOULD COME FROM WHEAT OR OATS2 TONS

AMOUNT/

ACRE

MATERIAL

STRAW

GRASS TYPE

RATE PER ACRE

ACRE

NADEC 1 - APR 15

SEEDING

TIME OF

GERMAN MILLET 40 LBS.

NA1,000 LBS. 10-10-10120 LBS.RYE (GRAIN) NAAUG 15-DEC 30

750 LBS. 10-10-10 NA NA

RYE (GRAIN) &

LESPEDEZA, KOBE

120 LBS. &

50 LBS.

APRIL 15-AUG 15

TEMPORARY SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.10 AND PERMANENT SEEDING SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.11 OF THE

NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SODDING SHALL BE INSTALLED AND

MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION CONTROL PLANNING AND

DESIGN MANUAL AND PROJECT SPECIFICATIONS.

L=DISTANCE SUCH THAT 'A' AND

'B' ARE SAME ELEVATION'A' 'B'

NOTES:

1. STONE CHECK DAM SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.83

OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL.

2. CONTRACTOR SHALL INSTALL CHECK DAMS AS INDICATED ON PLANS AND ADDITIONAL CHECK DAMS

AS REQUIRED BASED ON SPACING REQUIREMENTS SHOWN ABOVE

3. CONTRACTOR SHALL PLACE CHECK DAM STONE OVER CHANNEL BANKS TO KEEP WATER FROM

CUTTING AROUND DAM.

STONE CHECK DAM (IN SWALE )

NOT TO SCALE

SECTION THRU STONE

2:1

FILTER CLOTH

9" MIN.

1.5'

MIN.

ELEVATION

1.5"

2' MAX AT

CENTER

12" MIN. #5 OR #57

STONE

NCDOT CLASS

B RIPRAP

FILTER

FABRIC

4' TO 6'

SECTION THRU SWALE

MULCHING MATERIALS AND APPLICATION RATES

TEMPORARY SEEDING

NOT TO SCALE8 NOT TO SCALE

NOTES

1. FILTER FABRIC UNDERLAY SHALL BE INSTALLED BETWEEN STONE AND SOIL FOUNDATION.

2. TEMPORARY CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED IN

ACCORDANCE WITH SECTION 6.06 OF THE NCDEQ EROSION CONTROL PLANNING AND

DESIGN MANUAL.

TEMPORARY CONSTRUCTION ENTRANCE

EXISTING ROAD

50' M

INIM

UM

20' MIN

6" MINIMUM

THICKNESS

2"-3" COARSE

AGGREGATE GRAVEL CONSTRUCTION ENTRANCE,

WIDTH AS REQUIRED

SHINGLE-LAP SPLICED ENDS OR

BEGIN NEW ROLL IN AN

INTERMITTENT CHECK SLOT.

PREPARE SOIL AND APPLY SEED

BEFORE INSTALLING BLANKETS, MATS

OR OTHER TEMPORARY CHANNEL

LINER SYSTEM.

NOTES:

1. CHANNEL LINER MUST BE CONSTRUCTED AND MAINTAINED IN

ACCORDANCE WITH SECTION 6.30 OF THE NCDEQ EROSION CONTROL

PLANNING AND DESIGN MANUAL.

2. IN LIEU OF INSTALLING CHANNEL LINER, CONTRACTOR MAY INSTALL

PERMANENT SOD. (IN SEASON AND PER PROJECT SPECIFICATIONS)

3. DESIGN VELOCITIES EXCEEDING 2FT/SEC REQUIRE TEMPORARY BLANKETS,

MATS OR SIMILAR LINES TO PROTECT SEED AND SOIL UNTIL VEGETATION

BECOMES ESTABLISHED,

4. GRASS-LINED CHANNELS WITH DESIGN VELOCITIES EXCEEDING 6FT/SEC

SHOULD INCLUDE TURF REINFORCEMENT MATS.

TEMPORARY CHANNEL LINER

NOT TO SCALE7

VARIES

0' M

AX

SECTION A-A

PLAN VIEW DOUBLE ROW OF

SILT FENCE

±4 FEET APART

SPOIL STORAGE BERM

NOT TO SCALE

NOTE:

1. CONTRACTOR SHALL LOCATE STOCKPILES AS NEEDED FOR

CONSTRUCTION SEQUENCE/PHASING.

2. STOCKPILES MUST BE LOCATED AT LEAST 50-FEET FROM STORMDRAINS,

WETLANDS AND STREAMS.

C-500

H

EI

G H

T

VA

R

IE

S

AS

SI

TE

C O

N D

IT

IO

N S

W

AR

R

AN

T (1

0' M

AX

SPOIL

PUMPED WATER FILTER BAG

NOT TO SCALE4

ELEVATION VIEW

PLAN VIEW

PUMP

INTAKE

HOSE

DISCHARGE

HOSE

CLAMP

(TYP)

PUMP INTAKE

HOSE

DISCHARGE

HOSE

CLAMP

(TYP)

FILTER BAG

FILTER BAG

NOTES:

1. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS DIRECTED.

2. SEE 2012 NCDOT STANDARD SPECIFICATIONS, SECTION 1639, FOR ADDITIONAL

SPECIFICATIONS AND MAINTENANCE CONSIDERATIONS.

WELL VEGETATED

GRASS AREA (TYP)

HEAVY DUTY

LIFTING STRAPS

(RECOMMENDED)

SLOPE

FILTER FABRIC 8" OF #5 OR

#57 STONE

15.0' TO 20.0'

60037294

NOT USED

TEL (910) 383-1044 | FAX (910) 383-1045

www.capefearengineering.com | N.C. LICENSE # C-1621

12-18-2025

C-503

CIVIL UTILITY DETAILS

CLASS 200 POLYETHYLENE

NEW SERVICE LATERAL 1 -1/2" Ø

SERVICE CLAMP

WATER MAIN

INSTALL

1"x3/4" REDUCER 12" x 3/4" Ø BRASS NIPPLE

METER DPW STANDARDS

RIGHT-ANGLE STOP

CURB STOP30

4" GRAVEL

R -O

-W

CORPORATION

STOP

METER BOX PER

DPW STANDARDS

1-1/2" GATE VALVE

PLAN

CRUSHED ROCK OR

GRAVEL DRAIN POCKET

5" STORZ X 4 1/2" HN/NST

FIRE HYDRANT

CONVERTER - PUMPER

CONNECTION FACING

ROAD

3'-0" MIN FROM EDGE OF

ROADWAY SHOULDER OR

CURB. 7'-0" MAX 2'-0" MIN FROM SIDEWALK

2-2 1/2" HOSE OUTLETS

FINISHED GRADE

MIN. DEPTH

OF BURY

2'-6"LEAVE HYDRANT

DRAIN OPEN

COMPACTED OR

UNDISTURBED

GROUND

CONCRETE BLOCK

CAST IN PLACE GRAVEL OR CRUSHED ROCK

DRAIN POCKET - THOROUGHLY

COMPACTED

PROVIDE GATE VALVE WITH

CAST IRON ROADWAY VALVE

BOX FOR EACH HYDRANT

CONNECTION

NOTE:

1. PROVIDE A 5" STORZ ADAPTER & CAP ON EACH FIRE HYDRANT (UFC 3-600-01, SEC 9-3.5.1).

2. HYDRANTS SHALL BE PAINTED WITH AT LEAST ONE COAT OF PRIMER AND TWO COATS OF

ENAMEL PAINT. PAINT BARREL & CAPS YELLOW, AND BONNET COLOR BASED ON RATED

FLOW CAPACITY IN ACCORDANCE WITH UFC 3-600-01, AND NFPA 291. STENCIL FIRE

HYDRANT NUMBER AND MAIN SIZE ON THE FIRE HYDRANT BARREL USING BLACK STENCIL

PAINT. REFER TO PROJECT SPECIFICATION 2.1.3 UNDER SECTION 33 11 00.

3. IN LOCATIONS WHERE PROTECTIVE BOLLARDS ARE USED, PROVIDE A MINIMUM 24"

CLEARANCE, AND BOLLARDS MUST NOT BLOCK HYDRANT CONNECTIONS.

1'-6" 1'-6"

1'- 4"

CONCRETE BLOCKING

3'

"4

1'-6"

1'-6"1'-6"

1'-6"

CONCRETE

PAD

2 CUBIC FEET

OF GRAVEL

AUTOMATIC

DRAIN

2" PVC

2'-0"

SQUARE

2' -6

4" 1"

2' -6

NOTE: SEE GENERAL

PLUMBING SPECIFICATIONS

SECTION 22 00 00 FOR

ADDITIONAL INFORMATION.

54 GATE VALVE

NOT TO SCALE

CAST IRON ROUND VALVE

COVER (SEE NOTES BELOW)

FINISHED GRADE

CONCRETE COLLAR

IN UNPAVED AREAS

RISING STEM

CAST IRON VALVE BOX

GATE VALVE

WATER MAIN

NOTES:

1. VALVE COVERS ON FIRE SERVICE LINES SHALL BE STAMPED

'FIRE' AND PAINTED RED.

2. VALVE COVERS ON DOMESTIC SERVICE LINES AND MAIN LINES

SHALL BE STAMPED 'WATER'.

1'-4" DIA.

6" 2'

-6

M

IN

CLEANOUT/SERVICE

CONNECT TO BUILDING SEWER

(INSTALL FITTINGS AS REQUIRED)

CONNECT TO MAINS

(INSTALL FITTINGS

AS REQUIRED)

PLUG AT

END OF LINE

4" DIA PIPE

CAST IRON

CLEANOUT COVER

THREADED FITTING

4" REMOVABLE

THREADED PLUG

EXISTING GRADE

2' SQUARE X 4" THICK

CONCRETE SLAB (IF

NOT IN PAVEMENT)

NOT TO SCALE3

NOT TO SCALENOT TO SCALE NOT TO SCALE

SECURE 2 x 6 POST

WITH CORROSION RESISTANT

FASTENERS (HDG, SS, OR BRASS)

COPPER CAP 2 x 6 TREATED TO

0.4 #CCA

DISCONNECT

(NEMA 4X)

SEE NOTE 2

FASTENERS SHALL BE 3" HDG

RING SHANKED NAILS OR

CORROSION RESISTANT DECK SCREWS

4" x 4" POST OR 6"Ø POST

TREATED TO 0.6 #CCH MIN.

OR 6" x 6" COMPOSITE POST

1" RIGID ALUMINUM

TO CONTROL PANEL

HUB TYPE WATER

TIGHT CONNECTION

CORROSION RESISTANT,

RIGID ALUMINUM CONDUIT

SEAL OFFS FILLED W/ DUCT SEAL

& CAPPED W/ CHICO SEE NOTE 1

UV PROTECTED JUNCTION BOX

RIGID ALUMINUM CONDUIT

TO WETWELL

ALARM LIGHT

NEMA 4X

CONTROL

PANEL

3" MIN

2" 2"

2" MIN.

2" MIN.

2" MIN.

6" MIN

4" MIN.

2'-6"

NOTES

1. INSPECTOR TO BE PRESENT DURING FILLING.

2. DISCONNECT SERVICE BACK TO BUILDING IS CONTRACTOR'S

RESPONSIBILITY.

3. IN FLOODPLAINS BOTTOM OF CONTROL PANEL AND ANY ELECTRICAL

EQUIPMENT IS TO BE FLOODPROOFED OR MOUNTED 2 FEET ABOVE THE BFE.

FRONT REAR

3" MIN

ITEM DESCRIPTION

1. FIBERGLASS BASIN, 48"x72" WITH FIBERGLASS ANTI-FLOAT 5/8" 304

SS SIMPLEX MOUNTING STUDS

2. POLYPROPYLENE ACCESS COVER NUTS GLASSED INTO BASIN LID

3. 2" NPT GLASS FILLED PLASTIC ELECTRICAL COUPLING FLANGE

ASSEMBLY WITH GASKET KIT

4. GUIDE RAIL BASE ASSEMBLY

5. 2" SCH. 40 TYPE 304 SS GUIDE RAILS

6. 2" SCH. 80 PVC DISCHARGE PIPE (TYPICAL)

7. 2"NPT BRASS FLAPPER CHECK VALVE (THREADED)

8. 2" SCH. 80 PVC TRUE UNION BALL VALVE

9. 2" SCH. 80 PVC ELBOWS (2)

10. 1/4" 316 STAINLESS STEEL LIFTING CHAIN WITH 5/16" SS SHACKLE

11. 316 SS SIX HOOK CABLE HOLDER FLOAT BRACKET

12. 316 SS UPPER GUIDE WITH ALUMINUM SUPPORT GUIDE

13. 4" FLEXIBLE INLET HUB

14. VALVE BOX - HDPE 24"x 18"x 18"

15. DISCHARGE CONNECTION, 2" SCH. 80 PVC (SOLVENT WELD)

16. FLOAT SWITCHES

17. SIMPLEX SUBMERSIBLE GRINDER PUMP STATION PACKAGE

18. 2" 316 SS OR BRASS NIPPLE

19. 1 - 1/4" THREADED x PE SCH. 80 PVC NIPPLE

20. 1 - 1/4" x 2" REDUCING BUSHING SCH. 80 PVC

21. 2" IPT x HDPE ADAPTER

22. 2,500 PSI CONCRETE AROUND BASE TO PREVENT FLOTATION

DISCONNECT

WATER TIGHT

CONNECTION

VENT

CONTROL PANEL

SEE THIS SHEET

FOR DETAILS

STAINLESS STEEL 3"Ø VENT

WITH INSECT SCREEN

#57 STONE

NOTES

1. CONTRACTOR IS TO PROVIDE A PACKAGED PUMP

STATION/CONTROL PANEL UNIT FROM A SINGLE VENDOR AND

SHALL BE CAPABLE OF HANDLING DOMESTIC WASTE. ALL PUMP

STATION EQUIPMENT AND INSTALLATION SHALL BE IN

ACCORDANCE OF THE MOST RECENT N.C. STATE PLUMBING CODE.

2. PUMP STATION SHALL BE CAPABLE OF PUMPING 25 GPM AT 40

FEET TDH. PUMP STATION SHALL BE 2 HP, 208V, 3-PHASE, 3-WIRE

(30-AMP STARTING APPROXIMATE).

3. PUMP STATION ELECTRICAL SUPPLY SHALL BE FED FROM THE

BUILDING'S PANEL. AS INDICATED ON THE ELECTRICAL PLANS

4. PUMP STATION CONTROL PANEL SHALL SUPPLY POWER TO

ALARMS FROM A SEPARATE BREAKER THAN PUMP MOTORS PER

NC STATE PLUMBING CODE 712.3.4.1

5. PACKAGE GRINDER PUMP STATION BY THE FOLLOWING

MANUFACTURERS:

FLYGT, MYERS, BARNES, E-ONE, OR APPROVED EQUAL

#57 STONE

℄ DISCHARGE

℄ BASIN

18"

24"

12"

MIN. RUNTIME

W/NO FLOW

1 MINUTE

36" MIN.

BY

ENGINEER

6"

FL

O

W

11 2 12

10 15

7 18 8

18"

6"6"

21.0' MSL

BOTTOM

BASIN

30.0' MSL

OR HIGHER

28.0' MSL

TOP STATION

±27.5' MSL

FINISH GRADE

6"

24.25' MSL ALARM ONINLET

INVERT

22.75' MSL

PUMP OFF

4" MIN.

24'

23.75' MSL

PUMP ON

48" 36"36"

12"

12"

2,500 PSI CONCRETE

6"

WATER SERVICE CONNECTIONFIRE HYDRANT YARD HYDRANT

NOT TO SCALE

PACKAGED GRINDER PUMP STATION PUMP STATION CONTROL PANEL

NOT TO SCALE

FINISH GRADE

WATER/ SEWER LINE

BACKFILL AND BEDDING PER

PROJECT SPECIFICATIONS

POWER/ COMM CONDUIT

NOT TO SCALE

UTILITY CROSSING DETAIL

18" MINIMUM

60037297

PLAN

SECTION X-X PLAN & ELEVATION

PLAN

PLUGSBENDS & TEES

TEESBENDS

NOTE:

SHALL BE INSTALLED PER PROJECT SPECIFICATIONS

CONCRETE PER

SPECIFICATIONS

NOT TO SCALE

WATERLINE CONNECTION

NOT TO SCALE9

WATERLINE BEDDING DETAIL

NOT TO SCALE10

6" 6"O.D. OF PIPE

6"

HAUNCHING

INITIAL

BACKFILL

FINAL

BACKFILL

SPRING LINE

TAMP WELL

UNDER BOTTOM

HALF OF PIPE

MINIMUM SIDE

CLEARANCE

NCDOT #57

STONE

NOTES:

1. FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM

THE INSIDE FACE OF THE SHORING AND BRACING.

2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.

3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.

4. BACKFILL SHALL BE TAMPED IN 6" LIFTS IN TRAFFIC AREAS, 12" IN NON-TRAFFIC AREAS.

VALVE BOX

WATERLINE

MECHANICAL JOINT

TAPPING VALVE

MECHANICAL JOINT SLEEVE FOR

EXISTING WATER MAIN

X

6" MIN

A A

X

X 6" MIN

A A

X

24"MIN 12" & LARGER PIPE

18"MIN 10" & SMALLER PIPE

45°

B B

18"

MIN

(S Q

U

AR

E)

DC

(S Q

U

AR

E)

4"& 6"

8"

10"

12"

14"

16" 38"

35"

29"

26"

22"

16"

A B

1/4 BENDS 1/8 BENDS

A B

9" 10"

12" 13"13"

10"

17" 14" 17"

21" 16" 21"

24" 19" 24"

27" 21" 27"

1/16 BENDS

A B

6" 8"

8" 10"

10" 13"

11" 16"

12" 20"

12" 24"

TEES

A B

10" 12"

13" 16"

16" 20"

18" 24"

22" 27"

24" 30"

PLUGS

C D

10" 21"

12" 29"

14" 36"

16" 41"

18" 48"

20" 54"

NON-PAVED AREAS PAVED AREAS

FINISHED GROUND OR

PAVEMENT

UNDISTURBED EARTH

SIZE

THRUST BLOCKS

COMPACTED OR UNDISTURBED EARTH (TYP)

SCREW TYPE VALVE BOX

WITH LID. LID MARKED "WATER"

TAPPED PLUG WITH

2" TAP. RESTRAIN AS

REQUIRED.

GATE VALVE.

MATCH MAIN SIZE.

2" BRASS NIPPLE

3'-0" MAX. CONCRETE BLOCK

2" BRASS 90° ELBOW

2" BRASS NIPPLE

2" SCH 40

FEMALE ADAPTER

2" SCH 40 PVC

2" SCH 40 FEMALE

ADAPTER

2" SCH 40 THREADED PLUG

REINFORCED CONCRETE

COLLAR (TYP)

GROUND

6"

8"

NOT TO SCALE

2 INCH TEMPORARY BLOW-OFF ASSEMBLY