N4008523B0029 Dwgs.pdf

PDF 6 MB Posted Mar 13, 2025

Attached to: Building 128 Grounds Improvements Federal contract opportunity
Solicitation number: N4008525R2650
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Mar 13, 2025

This document is a detailed set of civil engineering construction drawings for the Building 128 Ground Improvements project at Camp Lejeune Marine Corps Base. The project involves comprehensive site improvements, including stormwater management, grading, erosion control, and landscaping. Key elements include constructing new sidewalks with detectable warning surfaces, installing ornamental fencing, regrading the existing pond with a gabion basket weir wall, modifying roof drainage systems, and implementing erosion control measures. The drawings specify technical details for site preparation, concrete work, drainage infrastructure, and vegetation stabilization.

The project scope requires minimal disruption to the existing building's operations, with specific requirements for maintaining pedestrian access, coordinating work hours, and ensuring unimpeded service and emergency access. The civil engineering plans detail precise elevations, drainage pipe specifications, and erosion control techniques, including temporary and permanent seeding strategies. The drawings are dated 04-26-2024 and prepared by Cape Fear Engineering, indicating a planned implementation in spring 2024 for this naval facility ground improvement project.

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Other files for this federal contract opportunity

Other files attached to Building 128 Grounds Improvements, newest first.
File	Type	Posted
Amend 0001.pdf	PDF	Apr 9, 2025
RFP N40085-25-R-2650.pdf	PDF	Mar 13, 2025
N4008523B0029 Specs.pdf	PDF	Mar 13, 2025

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CAMP LEJEUNE

BASE MAP

WAKE

DURHAM

PERSON

GRANVILLE

FRANKLIN

WARREN

COLUMBUS

BLADEN

HARNETT

WAYNE

JOHNSTON

WILSON

NASH

EDGECOMBE

SAMPSON

DUPLIN

JONES

GREENE

LENOIR

PITT

HERTFORD

GATES

CARTERET

CRAVEN

ONSLOW

PENDER

NEW

HANOVER

BRUNSWICK

PAMLICO

BEAUFORT

HYDE

DARE

C A M

D E N

U O

TAN K

TYRRELL

PER

UI MANS

C H O W

A N

MARTIN WASHINGTON

NORTHAMPTON

CUR

U K

T R

BERTIE

VANCE

CUMBERLAND

HALIFAX

ATLANTIC OCEAN

S120

S124

HP250

24E

HP104

HP131

HP259

H17

H13

WC124

WC125

HP55

H23

H21

HP117

HP118

HP119

H24

HP53

H17N

HP57

HP51

HP99

HP225

HP255

HP245

HP195

HP165

HP235

HP265

HP215

HP100

H20

HP115

HP155

HP135

123A

HP112

H22

HP5

S25A

722A

H33

58F58E

H62

58H58G

H84

H50

H63

H23A

1250F

H49

236A

1250M

1250J

1250L 1250E

1250P

H1B

1250C

1250D

1250A

1250B

1250K

1250H

1250R

1250N 1250G

1250Q

1250AC

H21A

1250AJ

1250AF1250AL

1250AE

1250AD

1250AN

1250AK

1250AG1250AM

SHP99A

HP121

H67

H66

H65

H57

H52

H55

H54

H51

H59

H53

H58

H60

H56

227C

H61

S204

S125C

S125B

S17C

WC204

S214A

HP52

S730A

HP175

HP125

HP145

HP105

HP185

WC135

WC130

H32

WC115

WC110

WC120

WC105

S718

WC200A

HP56

HP210

SHP117A

S67

H44

H11

PVH118D

PV24A

SHP103

PV128A

PV227A

PVH118C

PVH118B

PVH118A

PV227B

PVH118G

PVH118F

PVH118E

S58N

SHP244

S194

S25G

SWC200E

SHP252

SWC113

SWC143

SHP210A

W al la ce

C re ek J og gi ng T ra il

GREENW

AY TRAIL

GREENW

AY TRAIL

GREENWAY TRAIL

GREENW

AY TRAIL

Wallace Creek J ogging Trail

GREENW

AY TRAIL

GREENW

AY TRAIL

W all ac e

Cr ee k J og gin g

Tr ail

Wallace Creek Jogging Trail

ALZ-2

A ST

D ST

F ST

C ST

CROSS ST

ST LN

WALLACE CREEK RD

B ST

LIA

N C

SMITH R

Y BR

AVE

CUTLER ST

LIVE ST

VIRGINIA DARE DR

BLACKWOOD RD

OLD BUS STATION ST

REENW

AY TRAIL

CROSS ST.

A ST.

B128

S124

HP104

HP131

HP117

HP118

HP119

HP195

HP165

HP100

HP155

123A

722A

H33 HP121

S125C

S125B

HP175

HP145

HP185

H32

S718

SHP117A

PVH118D

SHP103

PV128A

PVH118C

PVH118B

PVH118A

PVH118G

PVH118F

PVH118E

S194

GREENWAY TRAIL

GREENW

AY TRAIL

A ST

CROSS ST

B ST

NOT TO SCALE1 LOCATION MAP

PLAN

NORTH

NOT TO SCALE3 ENLARGED BASE MAP

PLAN

NORTH

NOT TO SCALE2 BASE MAP

PLAN

NORTH

B128

G-001

COVER AND INDEX SHEET

CAMP LEJEUNE

HOME OF

EXPEDITIONARY

FORCES IN READINESS

23-0029 BLDG 128 GROUND IMPROVEMENTS

04-26-2024

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

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

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

FINAL

INDEX OF DRAWINGS

GENERAL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

G-001 60039870 1 COVER AND INDEX SHEET

G-002 60039871 2 GENERAL NOTES

EXISTING CONDITIONS

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

VF100 60039872 3 CIVIL EXISTING CONDITIONS

CIVIL

SHEET NAME NAVFAC DRAWING NO. PAGE SHEET DESCRIPTION

C-001 60039873 4 CIVIL GENERAL NOTES, LEGENDS, AND ABBREVIATIONS

C-002 60039874 5 CONSTRUCTION LOGISTICS PLAN

CD100 60039875 6 CIVIL DEMOLITION PLAN

CS100 60039876 7 CIVIL SITE PLAN

CG100 60039877 8 CIVIL GRADING AND EROSION CONTROL PLAN

C-500 60039877A 9 CIVIL DETAILS - 1

C-501 60039877B 10 CIVIL DETAILS - 2

60039870

BLDG 128 GROUND IMPROVEMENTS PROJECT

BUILDING 128 WILL BE OCCUPIED AND IN USE DURING THIS CONSTRUCTION PROJECT. NOTE THE FOLLOWING REQUIREMENTS FOR CONSTRUCTION WORK.

· ALL WORK MUST BE PERFORMED WITHOUT DISRUPTING USE OF BUILDING 128. A SCHEDULE OF THE BUILDING'S WORKING HOURS IS SHOWN ON SHEET C-002. ALSO SHOWN ON C-002 ARE STAGING AREAS FOR CONSTRUCTION, AND PEDESTRIAN ACCESS PATHS TO THE BUILDING WHICH MUST BE

MAINTAINED CLEAR AND ACCESSIBLE.

· ACCESS TO NON-WORK AREAS OF THE SITE INCLUDING SERVICE ACCESS TO THE BUILDING FOR DELIVERIES, MAINTENANCE AND EMERGENCY ACCESS MUST

BE MAINTAINED CLEAR AND UNIMPEDED BY CONSTRUCTION ACTIVITIES.

· SCHEDULING OF WORK AT SIDEWALKS MUST BE COORDINATED WITH THE CONTRACTING OFFICER AND CONTRACTOR MUST PROVIDE TEMPORARY

PEDESTRIAN BYPASS ACCESS AROUND WORK WHICH INTERRUPTS SIDEWALK ACCESS.

· ALL SHUTDOWNS MUST BE COORDINATED WITH THE CONTRACTING OFFICER (ROICC).

BLDG 128 CONSTRUCTION REQUIREMENTS / PHASING NOTES

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DATE

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APPROVED

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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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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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BLDG 128 GROUND

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IMPROVEMENTS

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AutoCAD SHX Text 05-23-0029

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NOTED

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WEB

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WEB

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MTH

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FINAL

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J. FRANKLIN ORR, PE

bryantw Snapshot

G-002

GENERAL NOTES

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. REFER ALSO TO GEOTECHNICAL REPORT WHICH IS AVAILABLE UPON REQUEST, IF APPLICABLE TO THE PROJECT SCOPE. 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.

5. 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.

6. 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) UNITED 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).

8. THE TERMS "OWNER" & "GOVERNMENT" WILL BE CONSIDERED TO BE THE SAME/ INTERCHANGEABLE FOR THIS PROJECT.

04-26-2024

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

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

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

60039871

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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

AutoCAD SHX Text 80091

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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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BLDG 128 GROUND

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IMPROVEMENTS

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AutoCAD SHX Text 05-23-0029

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NOTED

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WEB

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WEB

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MTH

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MTH

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FINAL

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SYM

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DATE

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APPROVED

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REVISIONS

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J. FRANKLIN ORR, PE

WOODED AREA

WETLANDS

U P

W U

W U W U

W U

W U W U

W U

BLDG 128

A STREET

LAR PANEL

VERHANG

OST

OWS

OWSSSCO

SSCO

U P

P UP

U P

17 14

20 19

MECH.

YARD

15" RCP

12" RCP

15" R C

RD RD

15" RCP

SD SD SD SD

15" RCP

18" RCP

4" PVC

6" PVC

4" PVC

18" RCP

TO CONTROL POINT: PW-28

2,106.83 FT

S26° 35' 54.71"E

BLDG 129

U C

U P

UP UP

UP UP UP

W W

SSCO

G G

CURB INLENT

RIM 21.96'

IE 17.96'

FES

IE 19.67'

FES

IE 14.46'

FES

IE 15.86'

IE 11.37'

FES

IE 18.60'

IE 11.05'

FES

IE 15.90'

FES

IE 11.29'

FES

IE 16.06'

RIM 14.94'

(NW) IE 13.90'

(SE) IE 12.34'

FES

IE 16.71'

FES

IE 17.39'

FES

IE 17.90'

IE 17.77'

IE 18.20'

17.00'

IE 18.12'

EX. CROSSWALK

U P

SDCO

O E

TO CONTROL POINT: CLICK

7,530.43 FT

S26° 59' 39.73"E 04-26-2024

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

CIVIL EXISTING CONDITIONS

VF100

SURVEY NOTES

CIVIL EXISTING CONDITIONS

1" = 20'

PLAN

NORTH

1"=20'-0"SCALE:

10' 20' 40' 60'0

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

1. EXISTING CONDITIONS SURVEY PERFORMED BY CAPE FEAR ENGINEERING IN

SEPTEMBER AND OCTOBER 2023.

2. SURVEY CONTROL DATA BASED ON MCBCL CONTROL MONUMNETS PW-28 AND

CLICK.

3. HORIZONTAL DATUM IS NAD '83 AND ELEVATIONS ARE BASED ON NAVD '88 (2011)

VERTICAL DATUM.

4. EXISTING CONDITIONS SHOWN ARE A COMBINATION OF FIELD SURVEY DATA

OBTAINED BY CAPE FEAR ENGINEERING AND MCB CAMP LEJEUNE GIS DATA.

CONTROL POINTS:

PW-28

N: 338046.8439' E: 2494163.6168'

ELEV: 20.5173'

CLICK

N: 333220.7043' E: 2496638.4016'

ELEV: 7.9211'

60039872

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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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BLDG 128 GROUND

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IMPROVEMENTS

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AutoCAD SHX Text 05-23-0029

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NOTED

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WEB

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WEB

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MTH

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MTH

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FINAL

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SYM

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DATE

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APPROVED

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REVISIONS

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J. FRANKLIN ORR, PE

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04-26-2024

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

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

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

CIVIL GENERAL NOTES, LEGENDS, AND

ABBRVIATIONS

C-001

ABBREVIATIONS

SYMBOL LEGEND:

DETAIL

REFERENCE

SECTION

DETAIL TITLE

NOT TO SCALEA1

VIEW TITLE

1" = 30'

DETAIL TITLE

IDENTIFICATION NUMBER

SHEET # FOR

SECTION/DETAIL

SCALE

IDENTIFICATION

NUMBER

IDENTIFICATION NUMBER

SHEET # FOR

SECTION/DETAIL

C-500

ROOFDRAIN

DOWNSPOUT

CLEANOUT

PROPOSED CONTOURS

SPOT ELEVATIONS

TEMPORARY CONS. ENTRANCE

RIP RAP

TEMPORARY SILT FENCE

SILT FENCE ROCK OUTLET

CONCRETE

ORNAMENTAL FENCE

SODDING

LEGEND: EXISTING

FEATURES:

DEMOLISHED

FEATURES:

LEGEND: PROPOSED

FEATURES:

X X X

9.409.70EX

PROJECT BOUNDARY

FENCE

ROOFDRAIN

STORM PIPE

DROP INLET / CATCH BASIN

CONTOURS

VEGETATION LINE

RIP RAP

STORMDRAIN JUNCTION BOX

WETLANDS

SURVEYCONTROL POINT

BUILDING

ASPHALT

CONCRETE

WATER LINE

UNDERGROUND STEAM

OVERHEAD ELECTRIC

FORCEMAIN

SANITARY SEWER

UNDERGROUND POWER

UNDERGROUND COMM

GAS SERVICE

LIGHT POLE

TELECOM PEDESTAL

POST INDICATOR VALVE

WATER VALVE

FIRE HYDRANT

BOLLARD

ELECTRICAL MANHOLE

TREE

SCALE

A/C AIR CONDITIONER

ATFP ANTI TERRORISM FORCE PROTECTION

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

OS OUTLET STRUCTURE

OWS OIL WATER SEPARATOR

PNG PIEDMONT NATURAL GAS

PP POWER POLE

PT PHYSICAL TRAINING

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

R.S. ROUGH SAWED

S SOUTH

SCM STORMWATER CONTROL MEASURE

SD STORMDRAIN

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

USCS UNIFIED SOIL CLASSIFICATION SYSTEM

W WEST

W/BW WITH BARBED WIRE

WV WATER VALVE

WW WING WALL

RD RD

W U

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 MATERIALS 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. CONTRACTOR MUST SEQUENCE DEMOLITION OF STORM

SEWER TO ENSURE ALL SYSTEMS REMAIN ONLINE

DURING WORK. CONTRACTOR MUST PROVIDE

TEMPORARY CAPS AND PLUGS FOR SEQUENCING OF

DEMOLITION AND NEW WORK.

7. 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. 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.

STORMWATER AND GRADING NOTES:

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

UNLESS OTHERWISE NOTED.

2. DURING CONSTRUCTION, PERFORM GRADING IN A

MANNER AND SEQUENCE THAT WILL PROVIDE PROPER

DRAINAGE AT ALL TIMES.

3. ADJUST AND/OR CUT EXISTING PAVEMENT AS

NECESSARY TO ASSURE A SMOOTH FIT AND

CONTINUOUS GRADE.

4. ALL STORM PIPE MUST BE CLASS III REINFORCED

CONCRETE PIPE (RCP), UNLESS OTHERWISE NOTED ON

THE PLANS.

5. 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.

6. 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.

7. ALL STORMWATER STRUCTURES IN PAVED AREAS MUST

BE FLUSH WITH PAVEMENT AND BE HEAVY-DUTY

TRAFFIC RATED.

EROSION CONTROL NOTES:

1. TOTAL DISTURBED AREA LESS THAN 1.0 ACRE. A LAND

DISTURBANCE PERMIT IS NOT REQUIRED FROM NCDEQ

PRIOR TO ANY LAND DISTURBING ACTIVITIES.

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.

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 INLET PROTECTION ON EXISTING STORMDRAIN

INLETS.

4. BRING SITE TO FINAL GRADE. SPREAD STOCKPILED

TOPSOIL OVER DISTURBED AREAS AFTER VERTICAL

CONSTRUCTION IS COMPLETE.

5. INSPECT AND MAINTAIN ALL EROSION CONTROL

DEVICES EVERY 7 DAYS AND AFTER EACH SIGNIFICANT

RAINFALL EVENT (1.0" OR GREATER).

6. PLACE TEMPORARY SEEDING, INCLUDING MULCHING

AND CRIMPING, IN ALL AREAS THAT ARE TO BE LEFT

IDLE FOR MORE THAN 14 DAYS.

7. PERMANENT GRASS (CENTIPEDE SOD) MUST BE

INSTALLED PER PROJECT SPECIFICATIONS FOR ALL

AREAS AT FINAL GRADE AND IN SEASON. FERTILIZE,

WATER AND REPLACE AS REQUIRED TO ESTABLISH A

VIGOROUS STAND OF GRASS. TEMPORARY IRRIGATION

MAY BE REQUIRED UNTIL GRASS IS FULLY ESTABLISHED.

8. 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.

9. CONTRACTOR IS RESPONSIBLE FOR TRANSPORTING

SEDIMENT OFFSITE AND DISPOSING OF SEDIMENT IN

ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL

REGULATIONS.

9.0

UST

X X

RD RD

60039873

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04-26-2024

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

CONSTRUCTION LOGISTICS PLAN

C-002

CONSTRUCTION LOGISTICS PLAN

PLAN

NORTH

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

1. TEMPORARY CONSTRUCTION FENCING.

2. TEMPORARY CONSTRUCTION LAY-DOWN AREA.

3. TEMPORARY PEDESTRIAN DETOURS.

1" = 20'

1"=20'-0"SCALE:

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MH128 "A" STREET

MEAL MAINLINE MEAL

HOURS

DRIVE-THRU

WINDOW

BREAKFAST 0600-0800 0600-0800

LUNCH 1100-1300 1100-1300

DINNER 1630-1830 1630-1830

BREAKFAST WEEKEND 0630-0800 0630-0800

LUNCH WEEKEND 1130-1300 1130-1300

DINNER WEEKEND 1630-1800 1630-1800

HOLIDAY - SAME AS WEEKEND HOURS

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RIM 21.96'

IE 17.96'

FES

IE 19.67'

FES

IE 14.46'

FES

IE 15.86'

IE 11.37'

FES

IE 18.60'

IE 11.05'

FES

IE 15.90'

FES

IE 11.29'

FES

IE 16.06'

RIM 14.94'

(NW) IE 13.90'

(SE) IE 12.34'

FES

IE 16.71'

FES

IE 17.39'

FES

IE 17.90'

IE 17.77'

IE 18.20'

17.00'

IE 18.12'

EX. CROSSWALK

U P

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04-26-2024

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

CIVIL DEMOLITION PLAN

CD100

CIVIL DEMOLITION PLAN

PLAN

NORTH

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

1. REMOVE PORTION OF CONCRETE CURB TO NEAREST JOINT.

2. REMOVE SIDEWALK TO NEAREST JOINT.

3. REMOVE CORRUGATED PLASTIC ROOF DRAIN PIPE, PRESERVE AND PROTECT

TELECOM PATHWAY DURING REMOVAL PROCESS.

4. REMOVE GABION BASKET FOREBAY BERM.

5. CLEAR AND GRUB VEGETATION FOR EMERGENCY SPILLWAY.

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C-500

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8 3

C-500TYP

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C-500TYP

04-26-2024

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

CIVIL SITE PLAN

CS100

CIVIL SITE PLAN

PLAN

NORTH

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

1. CONCRETE SIDEWALK/ WALKWAY (WIDTH VARIES).

2. HI-VISIBILITY PEDESTRIAN CROSSWALK.

3. HANDICAP RAMP WITH DETECTABLE WARNING DEVICE.

4. SIDEWALK PATCH.

5. CURB WIPE-DOWN.

6. 4-FT TALL ORNAMENTAL FENCE, MAINTAIN 1' DISTANCE FROM NEAREST EDGE OF

CURB/ PAVEMENT.

7. CONTRACTION JOINTS (LARGE WALKWAY AREAS), MAX. 10' SPACING EACH WAY.

8. CONTRACTION JOINTS (SIDEWALK PATHS), MAX. 5' SPACING ON CENTER.

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IE 11.37'

FES

IE 18.60'

IE 11.05'

FES

IE 15.90'

FES

IE 11.29'

FES

IE 16.06'

RIM 14.94'

(NW) IE 13.90'

(SE) IE 12.34'

FES

IE 16.71'

FES

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FES

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17.00'

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(SE) IE 12.34'

±2 4.

±2 1.

±2 2.

±2 1.

±2 2.

±2 3.

±2 4.

±2

20.91 20.9120.95

21.03

±2 1.

.19

±2 2.

±2 3.

±2 4.

.88

±2 2.

±2 3.

.64

.28

.38

.52

.59

.68

.83

±2 2.

±2 4.

±2 5.

±24.91EX

±24.92EX

.69

.38

.50

.11

.79

.68

.31

±2 4.

20 19

04-26-2024

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

CIVIL GRADING AND EROSION

CONTROL PAN

CG100

CIVIL GRADING AND EROSION CONTROL PLAN

1" = 20'

PLAN

NORTH

1"=20'-0"SCALE:

10' 20' 40' 60'0

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

2. CONTRACTOR TO PROTECT ALL UNDERGROUND COMMUNICATION LINES AND

ANY ASSOCIATED DUCT BANKS WHEN REMOVING FILL/ TRENCHING AT ALL

TIMES.

3. CONTRACTOR RESPONSIBLE FOR ADJUSTING ALL UTILITY STRUCTURES IN

CONFLICT WITH NEW SIDEWALKS. ALL ADJUSTED UTILITY STRUCTURES TO BE

FLUSH WITH PROPOSED SIDEWALK FINISHED GRADES.

1. CONNECT TO EXISTING DOWNSPOUT.

2. CAST IRON DOWNSPOUT BOOT WITH INTEGRAL CLEANOUT.

3. 6" UNDERGROUND ROOFDRAIN (C900 DR18).

4. ROOFDRAIN CLEANOUT.

5. RIP-RAP ENERGY DISSIPATER.

6. RE-GRADE BASIN/ POND SIDE SLOPES TO REPAIR EROSION.

7. SOD EROSION REPAIR AREAS AND BARE AREAS; FOR ALL DISTURBED AREAS,

CONTRACTOR SHALL TILL EXISTING SOIL MIN. OF 6" AND PROVIDE NEW TOPSOIL. SOD

SHALL BE STAPLED IN ALL SLOPED AREAS.

8. RAISE POND BANK TO 16.5' TO MATCH PERMITTED ELEVATION, MAINTAIN POSITIVE

DRAINAGE @ 3:1 SLOPE.

9. REMOVE BUILT-UP SEDIMENT, VEGETATION, AND DEBRIS FROM EXISTING DRAWDOWN

ORIFICE. OVER EXCAVATE 6' x 6' AREA IN FRONT OF ORIFICE TO ELEVATION 11.0' AND

PROVIDE 12" THICK RIP-RAP PLUNGE POOL.

10. RAISE OUTLET STRUCTURE TO ELEV: 15.25'.

11. EXCAVATE FOREBAY/ MAIN POOL TO ELEVATION 8.5' TO RESTORE PERMITTED DESIGN

DEPTHS.

12. SIDEWALK DRAIN

13. EMERGENCY SPILLWAY AT ELEV. 16.0'. EXTEND RIPRAP BEYOND TOE OF

EMBANKMENT.

14. METAL GABION BASKET WEIR WALL/ FOREBAY.

TYP

C-501

TYP

C-501

TYP

C-501

TYP

C-501

BLDG 128 - STORMWATER DRAINAGE AREA

EXISTING (PERMITTED)

TYPE AREA (ACRES) PERCENTAGE

IMPERVIOUS 2.8370 49%

OPEN SPACE 2.9910 51%

TOTAL 5.8280 100%

IMPROVED

EX. IMPERVIOUS 2.8370 49%

IMPROVED IMPERVIOUS 0.1100 2%

OPEN SPACE 2.8810 49%

TOTAL 5.8280 100%

60039877

TYP

C-501

14 6 C-501

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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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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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BLDG 128 GROUND

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IMPROVEMENTS

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NOTED

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WEB

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WEB

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MTH

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FINAL

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APPROVED

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REVISIONS

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J. FRANKLIN ORR, PE

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04-26-2024

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

CIVIL DETAILS - 1

C-500

1/2"

CONTRACTION JOINT (CJ)

EXPANSION JOINT (EJ)

JOINT SEALER

PREFORMED

EXPANSION JOINT

FILLER

TYPICAL CONCRETE WALK JOINTS

NOT TO SCALE

1/8"

1/8" R 1"

CONCRETE SIDEWALK

NOTES:

1. EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS SHALL BE INSTALLED PER PROJECT SPECIFICATIONS.

2. WHERE NEW SIDEWALK MEETS EXISTING SIDEWALKS, EXISTING PAVEMENTS, NEW PAVEMENTS AND BUILDINGS CONTRACTOR SHALL INSTALL THICKENED EDGE AND EXPANSION JOINT PER DETAIL 2 ON THIS SHEET.

3. CONCRETE COMPRESSIVE STRENGTH SHALL BE PER SPECIFICATIONS.

HAND TOOLED 1/4" R

ALL EDGES

6"X6" W2.1X2.1 WWF-MESH

TO BE PROVIDED IN SHEETS

X X X X X X X X X X X X

SLOPE TO DRAIN (1/4"/FT)

COMPACTED SUBGRADE

(VARIES)

THICKENED EDGE(TE)(TEJ)

C-500

5' MIN

VARIESH+3''

STRUCTURE OR PAVEMENT INTERFACE. SEE SIDEWALK AND PAVING

NOTES ON SHEET C-001

EXPANSION JOINT

WHERE INDICATED PAVEMENT OR SIDEWALK. SEE

PLAN SHEETS FOR SPECIFIC

MATERIAL TYPE

6" COMPACTED BASE

COURSE (ABC OR GCA)

APPROVED SUBGRADE

3" MIN FROM

EACH FACE

6X6 W2.1XW2.1

WELDED WIRE FABRIC (WWF)

6'-0" MIN. RAMP SEE ROLL CURB

SECTION A-A

RAMP TO HAVE TEXTURED

WARNING SURFACE

1. CROSS AND SIDE RAMPS SHALL NOT EXCEED A SLOPE OF 12:1. CROSS AND SIDE RAMPS

SHALL BE 3,000 P.S.I. CONCRETE WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING

SURFACE WITH AN EXPOSED AGGREGATE FINISH.

2. CURB RAMPS ARE TO BE LOCATED WHEREVER AN ACCESSIBLE ROUTE WITHIN THE

RIGHT-OF-WAY OF A ROADWAY CROSSES AS SHOWN ON PLANS OR AS DIRECTED BY

ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT

POLES, FIRE HYDRANTS, DROP INLETS, ETC.

NOTES:

6" THICK CONCRETE SIDEWALK / RAMP

UNDISTURBED SUBGRADE

AND GUTTER

DETAIL1 MAX.

JOINT

1/2" EXP.12TOOLED SCORE1 MAX.

5' SIDEWALK

1/2" EXPANSION

JOINT

1/2" EXPANSION

JOINT @ C&G

TOOLED SCORE

TYPICAL

VARIES

12:1

12:16'-0" MIN. RAMP

SEE ROLL CURB AND

GUTTER DETAIL

1/2" MAXIMUM LIP

5'-0"

8'-0"

6'-0" M

IN.

6'-0" M

IN.

4" THICK AGGREGATE BASE,

TYPE I, No. 21 OR 21A

12:1

HANDICAP RAMP FOR ROLL CURB

NOT TO SCALE

CROSSWALK

NOT TO SCALE

WIDTH TO MATCH

ADJACENT

SIDEWALK

12" WHITE

LINE

24"

GAP

4" WIDTH

WHITE LINE

COLOR: WHITE

MATERIAL: THERMOPLASTIC

CURB WIPE DOWN

NOT TO SCALE

SECTION VIEW

±6"

18"

1" RADIUS

EXISTING

CONCRETE CURB

AND GUTTER

3 34" TYP.

72" ± 1"

CONCRETE FOOTINGS

PER LOCAL CODE

HORIZONTAL

RAIL

FINISH GRADE

DCBHEIGHT A

DIMENSIONS

PER LOCAL CODE38 3/4"7 5/8"4'

4 1/2'

10 5/8"

44 3/4"

50 3/4"

62 3/4"

71 3/4"

83 3/4"

9' 13 5/8" 92 3/4"

10' 104 3/4"

PER LOCAL CODE

10 5/8"

13 5/8"

7 5/8"

ORNAMENTAL FENCE DETAIL

NOT TO SCALE

SPECIFICATIONS

FLAT TOP FLUSH BOTTOM INDUSTRIAL

2 1/2" X 2 1/2" X .100" WALLLINE POSTPOSTS:

HORIZONTAL RAILS:

TOP WALLS

PICKETS:

3" X 3" X .125" WALL

1 5/8" W X 1 5/8" H

.070'

1" X 1" X .062" WALL

4" X 4" X .125" WALL

.100"

3 3/4" BETWEEN PICKETSPICKET SPACING

GATE POST

SIDE WALLS

60039877A

36"

1" RADIUS

SAW 3' BACK, DOWEL/

EPOXY AND FORM AND

POUR CURB WIPE DOWN

FINISH MATERIAL:

ALUMINUM, BLACK

SQUARE

PICKETING

DETECTABLE WARNING DEVICE

PLAN VIEW

SPACING

NOTES:

1. ALL DETECTABLE WARNING DEVICES USED IN NEW

CONSTRUCTION SHALL BE OF A RIGID PRECAST OR

EMBEDDED PRODUCT IN ACCORDANCE WITH MOST RECENT

NCDOT STANDARDS AND SPECIFICATIONS.

2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM

OF 4 FEET AND VARY WITH WIDTH OF RAMP.

3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET

REGARDLESS OF SECTION WIDTH.

4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED

IN A CURB RADIUS.

5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A

SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL

TO PERMIT WHEELS TO ROLL BETWEEN DOMES.

6. DETECTABLE WARNING AREA SHALL BE COLORED BRICK RED

UNLESS OTHERWISE DIRECTED BY THE CONTRACTING

OFFICER.

7. IF PAVERS ARE TO BE USED, PAVERS SHALL BE 6" THICK AND

CAST FROM 5000 PSI CONCRETE.

8. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED

IN CONCRETE TO ELIMINATE TRIP HAZARD.

2' -0

4'-0" MIN. (VARIES WITH WIDTH OF SIDEWALK)

(1.6" TO 2.4")

0.4"

0.2"

0.9"

NOT TO SCALE

2 3

NOT TO SCALE

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SATISFACTORY TO: DATE

AutoCAD SHX Text

APPROVED: PWO OR OICC DATE

AutoCAD SHX Text

DESIGN DIR.

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SUBMITTED BY:

AutoCAD SHX Text

DR.

AutoCAD SHX Text

CHK.

AutoCAD SHX Text

DES.

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CAMP LEJEUNE, NORTH CAROLINA

AutoCAD SHX Text

CONST. CONTR.

AutoCAD SHX Text

MARINE CORPS BASE

AutoCAD SHX Text

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text E1

AutoCAD SHX Text

SIZE

AutoCAD SHX Text 80091

AutoCAD SHX Text

SPEC.

AutoCAD SHX Text

CODE IDENT. NO

AutoCAD SHX Text

NAVFAC DRAWING NO.

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

BLDG 128 GROUND

AutoCAD SHX Text

IMPROVEMENTS

AutoCAD SHX Text

AutoCAD SHX Text 05-23-0029

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NOTED

AutoCAD SHX Text

WEB

AutoCAD SHX Text

WEB

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MTH

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MTH

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FINAL

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SYM

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DATE

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APPROVED

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REVISIONS

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J. FRANKLIN ORR, PE

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AutoCAD SHX Text X

TYPICAL ROOFDRAIN

NOT TO SCALE3

EXISTING DOWNSPOUT

CAST IRON DOWNSPOUT CONNECTOR

WITH INTEGRAL CLEANOUT

FINISHED GRADE

6"Ø PVC PIPE

(DO NOT USE BLUE

PIPE OR FITTINGS)

6"-90° PVC

ELBOWFOOTING

BUILDING WALL

6"Ø PVC PIPE

6"-45° PVC

ELBOW

6"x 6"-45°

PVC WYE

PVC PIPE

(SIZE VARIES)

PVC PIPE (SIZE VARIES)

45° PVC WYE (THROUGH

PIPE VARIES)

6"-45° PVC ELBOW

PLAN

PROFILE

CLEANOUT

6"Ø PVC PIPE

(DO NOT USE BLUE

PIPE OR FITTINGS)

C-501 CLEANOUT

C-501

CLEANOUT/SERVICE

CONNECT TO BUILDING

ROOFDRAIN (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 SCALE

FLOWSLOPE 0 %

D oo

3D oo

W a d

L VARIES

OUTLET PIPE

RIPRAP

Do La

FILTER FABRIC

NOTES:

1. SEE APPROPRIATE SCHEDULE FOR DIMENSIONS

2. La IS THE LENGTH OF THE RIPRAP APRON.

3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6".

4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.

5. RIP RAP SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.41 OF THE NCDEQ EROSION

CONTROL PLANNING AND DESIGN MANUAL.

TYPICALCPP

PLAN

ISOMETRIC

SECTION A-A

TYPICAL

CPP

B(A1) APRON #1 8"

STRUCT. ID Do (IN.) La (FT.) W(FT.) d (IN.) CLASS

3'5'8"(A2) APRON #2

(A3) APRON #3

(A4) APRON #4

(A5) APRON #5

B12"

12"

NOT TO SCALE

RIP-RAP APRON w/ GEOTEXTILE

3'5'

60039877B

SIDEWALK DRAIN

NOT TO SCALE2

XXXXXXX X X X X X X X

CONCRETE SIDEWALK TYP.

w/ THICKENED EDGE w/ (2)

#4 BARS CONT.

1" THICK GALV. STEEL

GRATED WALKWAY,

WELDED TO 2" x 2" x 1/4"

GALV. STEEL ANGLE BOX

FRAME

C-500

3'5' 12"

EXISTING POND OUTLET STRUCTURE

NOT TO SCALE

RAISE OUTLET STRUCTURE

TO ELEV. 15.25

14.94 14.94

33 FT

30 FT

TOP OF EMBANKMENT

ELEV. = 16.0'

ELEVATION = 16.5'

12" THICK RIP-RAP

W/FABRIC UNDER.

GEOTEXTILE

FABRIC

TOP OF RIP-RAP

3:1 3:1

KEY IN GEOTEXTILE FABRIC

MINIMUM 12" ON ALL EDGES

(1:1 SLOPE/45 DEGREES)

EMERGENCY SPILLWAY

NOT TO SCALE5

RIP-RAP (CLASS B)

OUTLET

GEOTEXTILE FABRIC

UNDERLAYMENT

PROVIDE AIR GAP

TOP OF GABION WALL:

15.00'

TOP OF WEIR (25' LONG):

14.00'

BOTTOM OF POND:

8.5'

BOTTOM OF GABION WALL:

7.5'

04-26-2024

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

CIVIL DETAILS - 2

C-501

GABION BASKET WEIR WALL DETAIL

NOT TO SCALE

TYP. METAL GABION

BASKET

4"-8" STONE

NON-WOVEN

GEOTEXTILE FABRIC3" TO 4" STONE FILTER LAYER

(3/4" COMPACTED SUBGRADE)

MAINTENANCE

NOTES

FERTILIZATION/ FERTILIZATION/ACRE

UNWEATHERED; AVOID WEEDS

QUALITY

DRY, UNCHOPPED,

TEMPORARY SEEDING

MULCHING MATERIALS AND APPLICATION RATES

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

PERMANENT VEGETATION

RYE (GRAIN) &

LESPEDEZA, KOBE

120 LBS. &

50 LBS.

APRIL 15-AUG 15

NOTE: TEMPORARY SEEDING MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.10 AND PERMANENT SEEDING MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.11 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL. SODDING MUST BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH SECTION 6.12 OF THE NCDEQ EROSION CONTROL PLANNING AND DESIGN MANUAL AND PROJECT

SPECIFICATIONS.

DISTURBED AREAS MUST BE SODDED WITH CENTIPEDE SOD.

SITE AREA DESCRIPTION

PERIMETER DIKES, SWALES, DITCHES

AND SLOPES

HIGH QUALITY WATER (HQW) ZONES

SLOPES STEEPER THAN 3:1

SLOPES 3:1 OR FLATTER

OTHER AREAS WITH SLOPES

FLATTER THAN 4:1

STABILIZATION

7 DAYS

14 DAYS

NONE

IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE

NOT STEEPER THAN 2:1, 14 DAYS ARE…

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File details come from the government source that posted it. Updated Mar 13, 2025.