7286584 DrawingsAsOne SIGNED.pdf

PDF 9 MB Posted Jul 3, 2024

Attached to: Repair Spill Gate #2
Solicitation number: N400857286584
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Jul 3, 2024

This document contains the drawings and specifications for a federal contract opportunity to Repair Spill Gate #2 at Marine Corps Air Station Cherry Point in North Carolina. The solicitation is restricted to contractors on the Civil Paving Multiple Award Construction Contract (MACC).

The scope of work includes demolition of the existing concrete headwall system, timber walkway, and slide gate assembly, as well as installation of a new concrete headwall with slide gates, reinforced embankments, and a rip-rap spillway. The project requires coordination with existing underground utilities, stormwater management, and revegetation of disturbed areas. Key details are provided in the civil, structural, and general specification drawings. The contract will be awarded to one of the approved Civil Paving MACC contractors.

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Other files

File	Type	Posted
Amendment 0003 7286584.pdf	PDF	Jul 29, 2024
Amendment 0002 7286584.pdf	PDF	Jul 23, 2024
Amendment 0001 7286584.pdf	PDF	Jul 19, 2024
7286584 SpecsAsOne SIGNED.pdf	PDF	Jul 3, 2024
RFP 7286584.pdf	PDF	Jul 3, 2024

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SPILL

GATE #2

WH-7

WH-113

T4834

T4232

1991640

T1404

GIS ID:4770

T4853

T4850

4587 4380

209179Eq2

209179UpFlow3

T4851

49324933

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154 155

T4231

3978145

4158147

153 4313 4312 1790

4470 1641

T4855

152-14

T4230

T558

42964201 4198

4200 4199

4167B

4168B

4169B

3542A

209179UpFlow2

209179Eq1

3672A

4166B

T6020

T6019 T6017

T542 4335

137A

FRC-0001

1798A

T4848

T4849

T1307

18114185ATBD

T4890

R O

A S

TREET

C S

TREET

E S

TREET

6TH AVE

RIVER

New Bern

Dover

Tuscarora KinstonGoldsboro US 70

NEUSE

Pollocksville

Trenton Seven Springs

US 7

Otway

Beaufort

US 70

Morehead City

E O

C A

MaysvilleComfort

US 17

Verona

Folkstone

Dixon

Holly Ridge

NEW RIVER

Pink

Beulaville

Hill

Mt. Olive

Warsaw

Rosehill

US 117

US 421

Wallace

Jacksonville

Richlands

T C

A N

Hampstead T

L Scott Hill

Burgaw

Acme Delco

Leland Wilmington

Havelock

Swansboro

4 &

VICINITY MAP - MCAS CHERRY POINT, N.C.

Bolton

Words Corner

Magnolia

C O

V E

R S

H E

E T

A N

D E

12892064

G-001

REPAIR SPILL GATE #2

WO# 7286584

MARINE CORPS AIR STATION

CHERRY POINT, NORTH CAROLINA

FINAL

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 12892064 1 COVER SHEET AND INDEX

G-002 12892065 2 GENERAL NOTES

EXISTING CONDITIONS

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF100 12892066 3 CIVIL EXISTING CONDITIONS PLAN

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

C-001 12892067 4 CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

CD100 12892068 5 CIVIL DEMOLITION PLAN

CS100 12892069 6 CIVIL SITE AND GRADING PLAN

C-500 12892070 7 CIVIL DETAILS

STRUCTURAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

S-001 12892071 8 GENERAL NOTES AND SLIDE GATE SPECIFICATIONS

S-101 12892072 9 FOUNDATION PLAN AND SECTIONS

S-501 12892073 10 TYPICAL DETAILS

L F

ILI

E #2

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

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

www.capefearengineering.com

N.C. LICENSE # C-1621

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL - 02-23-2024

7286584

1"=500'SCALE:

250' 500' 1000' 1500'0

5/22/2024

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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G E

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GENERAL DESIGN AND CONSTRUCTION NOTES:

1. ANY REFERENCES TO STATE GOVERNMENT, FEDERAL GOVERNMENT, OR INDUSTRY

STANDARDS OR SPECIFICATION MADE HEREIN SHALL FORM A PART OF THE WORK TO THE

EXTENT REFERENCED THERETO AND ALL MATERIALS AND WORKMANSHIP UNDER THIS

CONTRACT SHALL COMPLY WITH OR EXCEED THESE STANDARDS AND REFERENCE. ALL

REFERENCED STANDARDS SHALL BE THE LATEST EDITION.

2. ALL MANUFACTURED EQUIPMENT AND PRODUCTS SHALL BE NEW MATERIALS IN UNDAMAGED

CONDITION AND INSTALLED AS PER MANUFACTURER'S LATEST PRINTED INSTRUCTIONS,

UNLESS SPECIFIED OTHERWISE HEREIN.

3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING FACILITIES & EQUIPMENT

FROM DAMAGE DURING INSTALLATION OF THE WORK AND DURING TESTING OPERATIONS.

4. CONTRACTOR SHALL TAKE INTO ACCOUNT THE SPECIAL TREATMENT OF ANY HAZARDOUS

WASTE, AS WELL AS THE RELATED ENVIRONMENTAL IMPLICATIONS. COORDINATE WITH

CONTRACTING OFFICER REGARDING AVAILABLE TEST REPORTS ON ANY EXISTING

CONDITIONS.

5. EVERY EFFORT SHALL BE MADE TO RECYCLE ELIGIBLE MATERIALS, AND THOSE NOT SUITABLE, SHALL BE DISPOSED OF OFF BASE IN ACCORDANCE WITH THE REQUIREMENTS OF THE

(NCDEQ) NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY. CONTRACTOR IS

RESPONSIBLE FOR REMOVAL AND LEGAL DISPOSAL OF ALL CONSTRUCTION AND DEMOLITION

WASTE OFF OF GOVERNMENT PROPERTY IN ACCORDANCE WITH FEDERAL, STATE, MCAS

CHERRY POINT AND LOCAL REQUIREMENTS INCLUDING BUT NOT LIMITED TO 40 CFR 241, 40

CFR 243, & 40 CFR 258.

6. ENSURE THAT ANY DEMOLITION, UTILITY CUT AND CAPPING, AND DEBRIS REMOVAL SERVICE

PERFORMED AT THE BASE IS COMPLETED IN SUCH A MANNER THAT WILL RESTORE A NEAT

AND PROFESSIONAL APPEARANCE OF BASE AREAS.

7. THE FACILITY/AREA SHALL BE CLEANED IN ITS ENTIRETY, INCLUDING EXTERIOR AREAS,

BEFORE BEING RETURNED TO THE GOVERNMENT.

WARRANTY:

1. CONTRACTOR SHALL FURNISH A MINIMUM ONE YEAR WARRANTY AGAINST DEFECTS IN

MATERIAL AND WORKMANSHIP STARTING ON THE BENEFICIAL OCCUPANCY DATE.

GENERAL INFORMATION:

1. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT, TOOLS, SUPPLIES, EQUIPMENT, LABOR, AND APPLICABLE LICENSES AND PERMITS NECESSARY TO COMPLETE THE PROJECT. ALL

WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CONTRACTING DOCUMENTS, THE

STATEMENT OF WORK (SOW) AND SUBJECT TO THE TERMS AND CONDITIONS OF THE

CONTRACT AND IN ACCORDANCE WITH (UFC) UNIFIED FACILITIES CRITERIA, UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS), THE INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL

PLUMBING CODE (IPC), NATIONAL ELECTRICAL CODE (NEC), NATIONAL ELECTRICAL SAFETY

CODE (NESC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), EPA 402-K-01-001 (2008), NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT), NORTH CAROLINA

DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ), BASE DESIGN AND CONSTRUCTION

STANDARDS INCLUDING BASE EXTERIOR ARCHITECTURAL PLAN (BEAP), AND ALL OTHER

APPLICABLE CODES.

WORKING CONDITIONS:

1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO INSURE THAT OPERATIONS ARE

CONDUCTED IN A MANNER AS TO MINIMALLY INTERFERE WITH THE NORMAL OPERATIONS OF

THE BASE AND THE SAFETY AND CONVENIENCE OF BASE PERSONNEL. THE CONTRACTOR

SHALL COORDINATE UTILITY OUTAGES WITH THE APPROPRIATE BASE UTILITY SERVICE OFFICE

AND THE USER.

GENERAL PROJECT NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, QUANTITIES AND SQUARE

FOOTAGES. ALL DIMENSIONS, QUANTITIES AND SQUARE FOOTAGES INCLUDED ARE

APPROXIMATIONS. CONSTRUCTION AND DEMOLITION SHALL BE IN STRICT ACCORDANCE WITH

THE BASE DESIGN AND CONSTRUCTION STANDARDS. THE INFORMATION PROVIDED IN THE

STATEMENT OF WORK (SOW), THE PROVIDED DRAWINGS, AND THE REQUIREMENTS OF THE

BASE. DESIGN AND CONSTRUCTION STANDARDS SHALL BE DETERMINED TO BE THE MINIMUM

STANDARDS REQUIRED IN THIS PROJECT.

2. THE CONTRACTOR SHALL VIDEO ALL AREAS IN WHICH WORK SHALL OCCUR PRIOR TO

STARTING WORK TO INCLUDE INTERIOR AND EXTERIOR JOB SITE AND SURROUNDING AREA.

UFC'S TAKE PRECEDENCE OVER ALL STANDARDS, CODES AND BASE DESIGN STANDARDS AND

REQUIREMENTS THAT PERTAIN TO THE WORK WITHIN THIS SOW.

3. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING

STRUCTURES, ETC. THAT WILL NOT BE REPLACED AS PART OF THIS CONTRACT. CONTRACTOR

SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT OF ALL DEVICES AS REQUIRED TO

PERFORM WORK. ANY DEMOLITION WORK THAT NEEDS TO BE ACCOMPLISHED TO COMPLETE

THE CONTRACT IS THE RESPONSIBILITY OF THE CONTRACTOR. ALL MATERIAL SHALL BE

INSTALLED PER MANUFACTURERS' RECOMMENDATIONS. ALL ITEMS LISTED IN THE SOW ARE

TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.

4. A PRE-CONSTRUCTION MEETING WILL BE HELD AT THE BASE TO INCLUDE THE CONTRACTOR

AND GOVERNMENT REPRESENTATIVES. THE GOVERNMENT SHALL SET UP THIS MEETING WITH

THE CONTRACTOR AND GOVERNMENT REPRESENTATIVES, TO DISCUSS ALL PERTINENT

PROJECT REQUIREMENTS, AS WELL AS ANY OTHER CONSTRUCTION ISSUES THE

CONTRACTOR MAY HAVE. WHERE FINISHES ARE PART OF THE PROJECT SCOPE, ALL FINISHES

SHALL BE PRESENTED TO THE CONTRACTING OFFICER AS ONE SUBMITTAL FOR SELECTION

AND APPROVAL PRIOR TO INSTALLATION. ALL MATERIAL THAT COULD BE DISCONTINUED

SHALL BE ON-SITE, PRIOR TO STARTING PROJECT SO THERE WILL BE NO DIFFERENCE IN

COLOR OR PATTERN.

5. WHERE SPECIFIC PART NUMBERS OR MANUFACTURERS ARE REFERENCED, IT SHALL BE

UNDERSTOOD THAT THE CONTRACTOR MAY SUBMIT A PROPOSED EQUAL FOR

CONSIDERATION.

6. THE TERM "SHALL" WHERE USED IS EQUIVALENT TO "MUST". ALL WORK AND MATERIALS

NOTED ARE NEW UNLESS NOTED OTHERWISE.

7. THE TERM "INSTALL" WHERE USED IS EQUIVALENT TO "PROVIDE", (FURNISH AND INSTALL

COMPLETE).

L F

ILI

E #2

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

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

www.capefearengineering.com

N.C. LICENSE # C-1621

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL - 02-23-2024

7286584

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U.S. MARINE CORPS AIR STATION

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CHERRY POINT, NORTH CAROLINA

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W U

NAILSHOT #100

N: 421961.7709' E: 2630992.7184'

ELEV: 16.8647'

15.0

11.0

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17.0 18.0

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LANDING

RIP-RAP

REINFORCED

EMBANKMENT

(TYP)

DILAPIDATED CONC.

HEADWALL AND SLUICE

GATE ASSEMBLY

TIMBER WALKWAY AND

STAIRS

EX. SPILL GATE

INV ELEV: 9.13

T4834

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SPILL GATE

#2 LOCATION

C O

M M

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL - 02-23-2024

7286584

SURVEY NOTES

CIVIL EXISTING CONDITIONS PLAN

1" = 5'

PLAN

NORTH

1"=5'-0"SCALE:

2.5' 5' 10' 15'0

1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE FEAR ENGINEERING

IN AUGUST 2023.

2. SURVEY CONTROL DATA ESTABLISHED, UTILIZING NORTH CAROLINA

VIRTUAL REFERENCE STATION (VRS) SYSTEM.

3. HORIZONTAL DATUM IS NAD '83 AND ELEVATIONS ARE BASED ON NAVD '88

(2011) VERTICAL DATUM.

4. CONTROL POINT:

N: 421961.7709' E: 2630992.7184'

ELEV: 16.86'

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C-001

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.

EXISTING CONDITION NOTES:

1. SEE SHEET VF100 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.

6. 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.

STORMWATER AND GRADING NOTES:

1. DURING CONSTRUCTION, PERFORM GRADING IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT

ALL TIMES.

2. ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.

3. 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.

EROSION CONTROL NOTES:

1. TOTAL DISTURBED AREA IS LESS THAN 1.0 ACRE. A LAND DISTURBANCE PERMIT IS NOT 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. PROVIDE POSITIVE DRAINAGE AWAY FROM THE SITE AT ALL TIMES.

4. 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.

5. 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.

TRAFFIC CONTROL 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. 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.

ABBREVIATIONS

SYMBOL LEGEND:

DETAIL

REFERENCE

SECTION

DETAIL TITLE

NOT TO SCALE

VIEW TITLE

DETAIL TITLE

IDENTIFICATION

NUMBER

SHEET # FOR

SECTION/DETAIL

SCALE

IDENTIFICATION

NUMBER

IDENTIFICATION

NUMBER

SHEET # FOR

SECTION/DETAIL

C-500

SCALE

A/C AIR CONDITIONER

ATFP ANTI TERRORISM FORCE PROTECTION

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICE

BW BARBED WIRE

C&G CURB AND GUTTER

CB CATCH BASIN

CC CONCRETE CURB

CI CURB DROP INLET

CJ CONTRACTION JOINT

CLF CHAIN LINK FENCE

CMH COMMUNICATION MANHOLE

CONC CONCRETE

D/B DESIGN/BUILD

DCJ DOWELED CONSTRUCTION JOINT

DI DROP INLET

DPW DEPARTMENT OF PUBLIC WORKS

DUMP DUMPSTER

E EAST

EHH ELECTRICAL HANDHOLE

EG EXISTING GAS

EJ EXPANSION JOINT

ELEC ELECTRIC

EMH ELECTRICAL MANHOLE

EL ELEVATION

FDC FIRE DEPARTMENT CONNECTION

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FL FLOW LINE

GFGI GOVERNMENT FURNISHED, GOVERNMENT INSTALLED

HW HEAD WALL

IE INVERT ELEVATION

LP LIGHT POLE

LSA LANDSCAPE STONE

MAT MATERIAL

MH MANHOLE

MOF METAL ORNAMENTAL FENCE

MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

NCDEQ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY

NCDOT NORTH CAROLINA DIVISION OF TRANSPORTATION

NE NORTHEAST

NIC NOT IN CONTRACT

NOAA NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NW NORTHWEST

PNG PIEDMONT NATURAL GAS

PP POWER POLE

PT PHYSICAL TRAINING

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

S SOUTH

SCM STORMWATER CONTROL MEASURE

SDMH STORM DRAIN MANHOLE

SE SOUTHEAST

SEP SEPARATION

SMH SANITARY SEWER MANHOLE

STA STATION

STY STORY

SW SOUTHWEST

TC TOP OF CURB

TD TRENCH DRAIN

TE THICKENED EDGE

TEJ THICKENED EDGE EXPANSION JOINT

THH TELECOMMUNICATION HANDHOLE

TMH TELECOMMUNICATION MANHOLE

TRANS TRANSFORMER

TSB TEMPORARY SEDIMENT BASIN

TYP TYPICAL

UG UNDERGROUND

UNK UNKNOWN

VIF VERIFY IN FIELD

W WEST

W/BW WITH BARBED WIRE

WV WATER VALVE

WW WING WALL

USCS UNIFIED SOIL CLASSIFICATION SYSTEM

VIEW TITLE

1" = 20'

PLAN

NORTH

ASPHALT PAVEMENT

CONCRETE PAVEMENT

TIMBER DECK

SYMBOL LEGEND

DESCRIPTION

SITE

DEMO PROPOSEDEXISTING

DESCRIPTION DEMO PROPOSEDEXISTING

LINETYPE LEGEND

TOP AND TOE OF BANK

SITE

C O

M M

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

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

www.capefearengineering.com

N.C. LICENSE # C-1621

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL - 02-23-2024

7286584

RIP-RAP

CONTOURS 7 7

SURVEY CONTROL

BENCHMARK

CONC. HEADWALL

RCP STORMDRAIN PIPE

GEOGRID/ REINFORCED

TURF

WETLANDS W

W U

17.0

ELEVATIONS

SPOT ELEVATIONMARKER

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CHERRY POINT, NORTH CAROLINA

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W U

NAILSHOT #100

N: 421961.7709' E: 2630992.7184'

ELEV: 16.8647'

15.0

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T4850

4587 4380

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209179UpFlow3

154 155

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209179Eq1

1798A

T4848 T4849

T1307

SPILL GATE

#2 LOCATION

C O

M M

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL - 02-23-2024

72865841

CIVIL DEMOLITION PLAN

1" = 5'

PLAN

NORTH

1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

1. REMOVE AND DISPOSE OF TIMBER WALKWAY, STAIRS, AND ALL

APPURTENANCES.

2. REMOVE AND DISPOSE OF CONCRETE HEADWALL SYSTEM AND ALL

APPURTENANCES.

3. REMOVE AND DISPOSE OF MECHANICAL SLIDE GATE ASSEMBLY AND ALL

APPURTENANCES.

4. REMOVE AND STOCKPILE RIP-RAP FOR REUSE.

5. REMOVE AND DISPOSE OF CONCRETE LANDING.

E M

N P

12892068

CD100

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#2 LOCATION

T4834

T4850

4587 4380

209179Eq2

209179UpFlow3

154 155

209179UpFlow2

209179Eq1

1798A

T4848 T4849

T1307

C O

M M

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

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL - 02-23-2024

72865841 CIVIL SITE AND GRADING PLAN

1" = 5'

PLAN

NORTH

1. SEE SHEET C-001 FOR CIVIL GENERAL NOTES, LEGENDS, AND

ABBREVIATIONS.

1. CONCRETE HEADWALL SYSTEM.

2. SLIDE GATE ASSEMBLIES (SEE SLIDE GATE SPECIFICATIONS ON PLAN

SHEET S-001).

3. (2) 42" RCP STORMDRAIN PIPES.

4. SOD ALL DISTURBED AREAS TO ELEVATION 9.0'

5. RIP-RAP REINFORCED EMBANKMENT (CLEAN AND USE FROM STOCKPILE).

6. REINFORCED TURF.

7. RIP-RAP REINFORCED SPILLWAY.

8. PROVIDE COFFERDAM AND BYPASS PUMPING UNTIL DISTURBED AREAS ARE

PERMANENTLY STABILIZED. ALTERNATIVE MEANS OR METHODS MUST BE

SUBMITTED FOR ENGINEER AND OWNER REVIEW/APPROVAL.

A N

D G

R A

G P

12892069

CS1001"=5'-0"SCALE:

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NORMAL F

OVERFLO

W/ L

ARGER EVENT

C-500

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RIP-RAP SPILLWAY ELEV: 13.5'

TOP OF HEADWALL ELEV: ±17.0'

42" RCP 42" RCP

IE = 9.13'

(2) SLIDE GATES ON 42" STORMDRAIN WITH SELF-RISING

STEM(UPSTREAM SIDE ONLY)

MOUNT SLIDE GATES TO HEADWALL PER MANUFACTURER

RECOMMENDATIONS

SEE STRUCTURAL DETAILS ON

PLAN SHEET S-101 FOR

HEADWALL AND SLIDE GATE

MATERIAL AND INSTALLATION

EXTENDED BASE FOOTING

EX. GRADE

ELEV: 19.0'

(2) 42" RCP

IE = 9.13

IE = 9.10

SECTION B

FLOW

REINFORCED TURF GEOGRID

w. CENTIPEDE SOD

(2) SLIDE GATES ON 42" STORMDRAIN WITH SELF-RISING

STEM(UPSTREAM SIDE ONLY)

MOUNT SLIDE GATES TO HEADWALL PER MANUFACTURER

RECOMMENDATIONS

SEE STRUCTURAL DETAILS ON PLAN

SHEET S-101 FOR HEADWALL AND

SLIDE GATE MATERIAL AND

INSTALLATION

CONCRETE HEADWALL

PLAN VIEW

FLOW

12" EXTENDED BASE FOOTING

(2) 42" RCP STORMDRAIN

12"

(2) SLIDE GATES ON 42" STORMDRAIN

MOUNT SLIDE GATES TO HEADWALL PER

MANUFACTURER RECOMMENDATIONS

RIP-RAP SPILLWAY ELEV: 13.5'

TOP OF HEADWALL ELEV: ±17.0'

NOTES:

1. SUBGRADE SHALL BE PREPARED AND PROTECTION SYSTEM INSTALLED IN

ACCORDANCE WITH MANUFACTURER'S RECOMMENTDATIONS.

2. CELL INFILL MATERIAL SHALL BE TOPSOIL FOR VEGETATED SURFACES AND SHALL

HAVE A USCS TEXTURE OF LOAM, SANDY LOAM, OR SILTY LOAM. TOPSOIL SHALL BE

NEITHER EXCESSIVELY ACIDIC NOR ALKALINE.

3. INFILL MATERIAL SHALL BE FREE OF ANY FOREIGN MATERIAL.

4. CLAYS AND SILTS ARE NOT ACCEPTABLE INFILL MATERIAL.

5. INFILL SHALL BE EVENLY SPREAD AND TAMPED INTO PLACE.

6. GEOWEB SHALL BE INSTALLED PER MANUFACTURER INSTALLATION GUIDE AND

RECOMMENDATIONS.

7. TURFGRASS SOD: TO COMPLY WITH SODDING SPEC SECTION 32 92 23. FURNISH

VIABLE SOD OF UNIFORM DENSITY, COLOR, TEXTURE, STRONGLY ROOTED, AND

CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED.

8. ALL DISTURBED AREAS SHALL BE SODDED. CONTRACTOR TO WATER NEW SOD AS

NECESSARY UNTIL SOD IS ESTABLISHED. DO NOT INSTALL DORMANT SOD.

9. WHERE TURF REINFORCEMENT MATTING IS USED ON SLOPES, GEOCELL MUST BE

MECHANICALLY FASTENED TO THE EARTH AND SOD MUST BE PINNED.

CELL INFILL MATERIAL

(SEE NOTE 2)

PREPARED SUBGRADE

COMPACTED

SUBGRADE

GRASS

SURFACE

GEO-CELL REINFORCEMENT

C O

M M

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

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

www.capefearengineering.com

N.C. LICENSE # C-1621

SUPPORT TRA INING

MCAS CHERRY POINT, NC

FINAL - 02-23-2024

7286584

12892070

C-500

CONCRETE HEADWALL AND SLIDE GATES

NOT TO SCALE

SECTION A (UPSTREAM)

CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER WITH SIGNED AND

SEALED SHOP DRAWING BY NORTH CAROLINA LICENSED STRUCTURAL

ENGINEER FOR REVIEW AND APPROVAL.

RIP-RAP SPILLWAY SECTION

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12892066
12892067
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File details come from the government source that posted it. Updated Jul 3, 2024.