Dwgs 200006.pdf

PDF 25 MB Posted Sep 8, 2020

Attached to: Redundant CRAC System, HP5
Solicitation number: N4008520R4136
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
Amend 0002 20-0006.pdf	PDF	Sep 21, 2020
Amend 0001 20-0006.pdf	PDF	Sep 16, 2020
Specs 200006.pdf	PDF	Sep 8, 2020
RFP 20-0006.pdf	PDF	Sep 8, 2020

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PRE-FINAL SUBMISSION

NEW RIVER

HADNOT

POINT

HOSPITAL

POINT

NC ROUTE 24H

O M

BLVD

MAR

ROAD

U S

R O

N.C. HIGHWAY172

COURTHOUSE

BAY

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

S Q

U O

TAN K

TYRRELL

PER

UI M

ANS

C H O W

A N

MARTIN WASHINGTON

NORTHAMPTON

CUR

U K

T R

BERTIE

VANCE

CUMBERLAND

HALIFAX

ATLANTIC OCEAN

20-0006 DESIGN REDUNDANT CRAC SYSTEM

HP5

SITE PLAN

2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com

NC# P-0506

Engineers, PLLC

08/27/2020

DISCLOSURE OF INFORMATION:

CONTRACTOR SHALL COMPLY AS FOLLOWS:

A. THE CONTRACTOR SHALL NOT RELEASE TO ANYONE OUTSIDE THE CONTRACTOR'S

ORGANIZATION ANY UNCLASSIFIED INFORMATION, REGARDLESS OF MEDIUM (E.G. FILM, TAPE, DOCUMENT), PERTAINING TO ANY PART OF THIS CONTRACT OR ANY PROGRAM RELATED TO

THIS CONTRACT, UNLESS-

1. THE CONTRACTING OFFICER HAS GIVEN PRIOR WRITTEN APPROVAL;

2. THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF THE

RELEASE.

B. REQUESTS FOR APPROVAL SHALL IDENTIFY THE SPECIFIC INFORMATION TO BE RELEASED,

THE MEDIUM TO BE USED, AND THE PURPOSE FOR THE RELEASE. THE CONTRACTOR SHALL

SUBMIT ITS REQUEST TO THE CONTRACTING OFFICER AT LEAST 45 DAYS BEFORE THE

PROPOSED DATE FOR RELEASE.

C. THE CONTRACTOR AGREES TO INCLUDE A SIMILAR REQUIREMENT IN EACH SUBCONTRACT

UNDER THIS CONTRACT . SUBCONTRACTORS SHALL SUBMIT REQUESTS FOR AUTHORIZATION

TO RELEASE THROUGH THE PRIME CONTRACTOR TO THE CONTRACTING OFFICER.

NOT TO SCALE1 LOCATION MAP

PLAN

NORTH

NOT TO SCALE3 SITE PLAN

PLAN

NORTH

NOT TO SCALE2 BASE MAP

PLAN

NORTH

BUILDING HP5

BUILDING 13

INDEX OF DRAWINGS

NAVFAC DWG NO. SHT NO. SHEET TITLE

60029835 G-001 COVER SHEET AND DRAWING INDEX

60029836 CD101 CIVIL DEMOLITION AND EROSION CONTROL PLAN

60029837 CS101 CIVIL SITE AND GRADING PLAN

60029838 C-501 CIVIL EROSION CONTROL DETAILS

60029839 C-502 CIVIL FENCE DETAILS

60029840 C-503 CIVIL DETAILS

60029841 C-504 CIVIL DETAILS

60029842 AD101 ARCHITECTURAL DEMOLITION PLAN

60029843 AD151 ARCHITECTURAL DEMOLITION ROOF PLAN

60029844 A-101 ARCHITECTURAL FLOOR PLAN

60029845 A-151 ARCHITECTURAL ROOF PLAN AND DETAILS

60029846 A-201 ARCHITECTURAL EXTERIOR ELEVATIONS

60029847 A-351 ARCHITECTURAL SECTION AND DETAILS

60029848 A-601 ARCHITECTURAL DOOR SCHEDULES AND DETAILS

60029849 S-001 STRUCTURAL GENERAL NOTES

60029850 S-101 STRUCTURAL PLAN

60029851 S-401 STRUCTURAL FOUNDATION PLAN

60029852 S-501 STRUCTURAL DETAILS

60029853 S-502 STRUCTURAL DETAILS

60029854 M-001 MECHANICAL LEGEND, ABBREVIATIONS AND NOTES

60029855 MD101 MECHANICAL DEMOLITION FLOOR PLAN

60029856 MD102 MECHANICAL DEMOLITION REFLECTED CEILING PLAN

60029857 M-101 MECHANICAL DUCTWORK AND PIPING PLAN

60029858 M-102 MECHANICAL REFLECTED CEILING PLAN

60029859 M-301 MECHANICAL SECTIONS

60029860 M-501 MECHANICAL DETAILS

60029861 M-601 MECHANICAL SCHEDULES AND PIPING DIAGRAMS

60029862 M-602 MECHANICAL CONTROLS

60029863 E-001 ELECTRICAL LEGEND, ABBREVIATIONS, AND DETAIL

60029864 ED101 ELECTRICAL DEMOLITION PLAN - POWER

60029865 ED201 ELECTRICAL DEMOLITION PLAN - LIGHTING

60029866 E-100 ELECTRICAL SITE PLAN

60029867 E-101 ELECTRICAL POWER PLAN AND DETAILS

60029868 E-201 ELECTRICAL LIGHTING PLAN

60029869 E-501 ELECTRICAL DETAILS

60029870 E-502 LIGHTING PLATES

60029871 E-601 ELECTRICAL RISER AND DETAILS

60029872 E-602 ELECTRICAL SCHEDULES

60029873 FP101 FIRE ALARM SYSTEM FIRE ALARM - EXISTING LAYOUT

60029874 FP102 FIRE ALARM SYSTEM FIRE ALARM - RENOVATED LAYOUT

60029875 FP501 FIRE ALARM SYSTEM FIRE ALARM - DETAILS

BUILDING HP5 DEMOLITION

AND EROSION CONTROL PLAN

2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com

NC# P-0506

Engineers, PLLC

LEGEND

SURVEY NOTES

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text S

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24" RCP INV: 18.59'

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DI#1 RIM: 24.13' 24" RCP IN: 18.82' 24" RCP OUT: 18.80'

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MHD#1 RIM: 24.39' 24" RCP IN: 18.75' 24" RCP OUT: 18.70'

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DI#2 RIM: 22.23' SUMP: 18.50' LINES RECESSED

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DI#3 RIM: 22.85' 24" RCP IN: 18.42'

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SSMH#1 RIM: 23.98' 2" DI IN: 23.13' 6" PVC IN: 19.23' 8" PVC OUT: 17.23'

AutoCAD SHX Text

2" DUCTILE IRON PIPE

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6" PVC PIPE

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8" PVC PIPE

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24" RCP @ 0.7%%%

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24" RCP @ 0.2%%%

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24" RCP @ 0.8%%%

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24" RCP @ 0.1%%%

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SCALE = 1:10

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PLAN

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NORTH

AutoCAD SHX Text KEY NOTES 1. DEMO SIGN DEMO SIGN 2. DEMO HEADWALL DEMO HEADWALL 3. PROTECT EXISTING UTILITY STRUCTURE/LINES PROTECT EXISTING UTILITY STRUCTURE/LINES 4. RELOCATE EXISTING UTILITY LINES RELOCATE EXISTING UTILITY LINES 5. SAWCUT AND REMOVE ASPHALT SAWCUT AND REMOVE ASPHALT 6. SAWCUT AND REMOVE SIDEWALK/CONCRETE RAMP SAWCUT AND REMOVE SIDEWALK/CONCRETE RAMP 7. HARDWARE CLOTH AND GRAVEL INLET PROTECTION; SEE DETAIL B, HARDWARE CLOTH AND GRAVEL INLET PROTECTION; SEE DETAIL B, SHEET C-501 8. ROCK PIPE INLET PROTECTION; SEE DETAIL C, SHEET C-501 ROCK PIPE INLET PROTECTION; SEE DETAIL C, SHEET C-501 9. SILT FENCE; SEE DETAIL D, SHEET C-501 SILT FENCE; SEE DETAIL D, SHEET C-501 10. LIMITS OF DISTURBANCE = 25,569 SQ FT LIMITS OF DISTURBANCE = 25,569 SQ FT 11. REMOVE TREES AS NEEDED FOR CONSTRUCTIONREMOVE TREES AS NEEDED FOR CONSTRUCTION

AutoCAD SHX Text

CD-101

AutoCAD SHX Text

DEMOLITION AND

AutoCAD SHX Text

EROSION CONTROL PLAN

AutoCAD SHX Text 60029836

AutoCAD SHX Text

AutoCAD SHX Text 1"= 10'

AutoCAD SHX Text

MRA

AutoCAD SHX Text

JMN

AutoCAD SHX Text

MRA

AutoCAD SHX Text

SCALE: 1"=10'

AutoCAD SHX Text

SYM

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DATE

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APPROVED

AutoCAD SHX Text

REVISIONS

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SATISFACTORY TO: DATE

AutoCAD SHX Text

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:

AutoCAD SHX Text F

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 20038

AutoCAD SHX Text 20-0006

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DESIGN REDUNDANT CRAC SYSTEM

AutoCAD SHX Text

HP5

AutoCAD SHX Text

AutoCAD SHX Text 05-20-0006

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FINAL

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T H BURTON, PE

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SANITARY SEWER LINE

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SIGN

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DRAIN LINE

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UG COMMUNICATION LINE

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UG ELECTRIC LINE

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SEWER MANHOLE

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LIGHT POLE

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SIDEWALK

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EXISTING MINOR CONTOUR

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EXISTING MINOR CONTOUR

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WATER LINE

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UG STEAM LINE

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STORM MANHOLE

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COMM MANHOLE

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text D

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CIRCULAR STORM DROP INLET

AutoCAD SHX Text D

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HP5

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HP13

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HP12

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UG GAS LINE

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1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS GROUND DISTANCES IN U.S. SURVEY FEET UNLESS GROUND DISTANCES IN U.S. SURVEY FEET UNLESS DISTANCES IN U.S. SURVEY FEET UNLESS DISTANCES IN U.S. SURVEY FEET UNLESS IN U.S. SURVEY FEET UNLESS IN U.S. SURVEY FEET UNLESS U.S. SURVEY FEET UNLESS U.S. SURVEY FEET UNLESS SURVEY FEET UNLESS SURVEY FEET UNLESS FEET UNLESS FEET UNLESS UNLESS UNLESS OTHERWISE NOTED. ALL COORDINATES ARE GROUND COORDINATES IN US FEET UNLESS NOTED. ALL COORDINATES ARE GROUND COORDINATES IN US FEET UNLESS NOTED. ALL COORDINATES ARE GROUND COORDINATES IN US FEET UNLESS ALL COORDINATES ARE GROUND COORDINATES IN US FEET UNLESS ALL COORDINATES ARE GROUND COORDINATES IN US FEET UNLESS COORDINATES ARE GROUND COORDINATES IN US FEET UNLESS COORDINATES ARE GROUND COORDINATES IN US FEET UNLESS ARE GROUND COORDINATES IN US FEET UNLESS ARE GROUND COORDINATES IN US FEET UNLESS GROUND COORDINATES IN US FEET UNLESS GROUND COORDINATES IN US FEET UNLESS COORDINATES IN US FEET UNLESS COORDINATES IN US FEET UNLESS IN US FEET UNLESS IN US FEET UNLESS US FEET UNLESS US FEET UNLESS FEET UNLESS FEET UNLESS UNLESS UNLESS OTHERWISE NOTED. 2. THE HORIZONTAL DATUM IS NC GRID (NAD83/2011) IN U.S. SURVEY FEET. THE HORIZONTAL DATUM IS NC GRID (NAD83/2011) IN U.S. SURVEY FEET. 3. THE VERTICAL DATUM IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS THE VERTICAL DATUM IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS VERTICAL DATUM IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS VERTICAL DATUM IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS DATUM IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS DATUM IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS (NAVD88) IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS IN U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS U.S. SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS SURVEY FEET. THE CONTOUR INTERVAL SHOWN IS FEET. THE CONTOUR INTERVAL SHOWN IS FEET. THE CONTOUR INTERVAL SHOWN IS THE CONTOUR INTERVAL SHOWN IS THE CONTOUR INTERVAL SHOWN IS CONTOUR INTERVAL SHOWN IS CONTOUR INTERVAL SHOWN IS INTERVAL SHOWN IS INTERVAL SHOWN IS SHOWN IS SHOWN IS IS IS ONE FOOT. 4. THE TOPOGRAPHIC SURVEY OF THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY THE TOPOGRAPHIC SURVEY OF THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY TOPOGRAPHIC SURVEY OF THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY TOPOGRAPHIC SURVEY OF THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY SURVEY OF THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY SURVEY OF THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY OF THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY OF THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY THE EXISTING SITE WAS PERFORMED BY CATLIN IN JULY EXISTING SITE WAS PERFORMED BY CATLIN IN JULY EXISTING SITE WAS PERFORMED BY CATLIN IN JULY SITE WAS PERFORMED BY CATLIN IN JULY SITE WAS PERFORMED BY CATLIN IN JULY WAS PERFORMED BY CATLIN IN JULY WAS PERFORMED BY CATLIN IN JULY PERFORMED BY CATLIN IN JULY PERFORMED BY CATLIN IN JULY BY CATLIN IN JULY BY CATLIN IN JULY CATLIN IN JULY CATLIN IN JULY IN JULY IN JULY JULY JULY 2020. THE TOPOGRAPHIC SURVEY HAS BEEN PROVIDED TO SHOW THE LOCATION OF THE TOPOGRAPHIC SURVEY HAS BEEN PROVIDED TO SHOW THE LOCATION OF THE TOPOGRAPHIC SURVEY HAS BEEN PROVIDED TO SHOW THE LOCATION OF TOPOGRAPHIC SURVEY HAS BEEN PROVIDED TO SHOW THE LOCATION OF TOPOGRAPHIC SURVEY HAS BEEN PROVIDED TO SHOW THE LOCATION OF SURVEY HAS BEEN PROVIDED TO SHOW THE LOCATION OF SURVEY HAS BEEN PROVIDED TO SHOW THE LOCATION OF HAS BEEN PROVIDED TO SHOW THE LOCATION OF HAS BEEN PROVIDED TO SHOW THE LOCATION OF BEEN PROVIDED TO SHOW THE LOCATION OF BEEN PROVIDED TO SHOW THE LOCATION OF PROVIDED TO SHOW THE LOCATION OF PROVIDED TO SHOW THE LOCATION OF TO SHOW THE LOCATION OF TO SHOW THE LOCATION OF SHOW THE LOCATION OF SHOW THE LOCATION OF THE LOCATION OF THE LOCATION OF LOCATION OF LOCATION OF OF OF EXISTING FACILITIES, AREAS OF NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER FACILITIES, AREAS OF NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER FACILITIES, AREAS OF NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER AREAS OF NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER AREAS OF NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER OF NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER OF NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER NEW WORK REQUIRED BY THIS PROJECT AND THE CHARACTER WORK REQUIRED BY THIS PROJECT AND THE CHARACTER WORK REQUIRED BY THIS PROJECT AND THE CHARACTER REQUIRED BY THIS PROJECT AND THE CHARACTER REQUIRED BY THIS PROJECT AND THE CHARACTER BY THIS PROJECT AND THE CHARACTER BY THIS PROJECT AND THE CHARACTER THIS PROJECT AND THE CHARACTER THIS PROJECT AND THE CHARACTER PROJECT AND THE CHARACTER PROJECT AND THE CHARACTER AND THE CHARACTER AND THE CHARACTER THE CHARACTER THE CHARACTER CHARACTER CHARACTER OF THE SITE. THE TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD THE SITE. THE TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD THE SITE. THE TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD SITE. THE TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD SITE. THE TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD THE TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD THE TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD TOPOGRAPHY SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD SURVEY PREPARED BY CATLIN IS FROM AN ACTUAL FIELD PREPARED BY CATLIN IS FROM AN ACTUAL FIELD PREPARED BY CATLIN IS FROM AN ACTUAL FIELD BY CATLIN IS FROM AN ACTUAL FIELD BY CATLIN IS FROM AN ACTUAL FIELD CATLIN IS FROM AN ACTUAL FIELD CATLIN IS FROM AN ACTUAL FIELD IS FROM AN ACTUAL FIELD IS FROM AN ACTUAL FIELD FROM AN ACTUAL FIELD FROM AN ACTUAL FIELD AN ACTUAL FIELD AN ACTUAL FIELD ACTUAL FIELD ACTUAL FIELD FIELD FIELD RUN SURVEY OF THE GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH SURVEY OF THE GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH SURVEY OF THE GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH OF THE GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH OF THE GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH THE GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH THE GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH GROUND PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH PERFORMED AND MAPPED IN ACCORDANCE WITH THE NORTH AND MAPPED IN ACCORDANCE WITH THE NORTH AND MAPPED IN ACCORDANCE WITH THE NORTH MAPPED IN ACCORDANCE WITH THE NORTH MAPPED IN ACCORDANCE WITH THE NORTH IN ACCORDANCE WITH THE NORTH IN ACCORDANCE WITH THE NORTH ACCORDANCE WITH THE NORTH ACCORDANCE WITH THE NORTH WITH THE NORTH WITH THE NORTH THE NORTH THE NORTH NORTH NORTH CAROLINA STATE MAPPING REQUIREMENTS, GS 47-30. 5. UTILITY LINES SHOWN ON THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING UTILITY LINES SHOWN ON THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING LINES SHOWN ON THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING LINES SHOWN ON THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING SHOWN ON THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING SHOWN ON THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING ON THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING ON THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING THIS PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING PLAN WERE FIELD LOCATED BY PROFESSIONAL LOCATING WERE FIELD LOCATED BY PROFESSIONAL LOCATING WERE FIELD LOCATED BY PROFESSIONAL LOCATING FIELD LOCATED BY PROFESSIONAL LOCATING FIELD LOCATED BY PROFESSIONAL LOCATING LOCATED BY PROFESSIONAL LOCATING LOCATED BY PROFESSIONAL LOCATING BY PROFESSIONAL LOCATING BY PROFESSIONAL LOCATING PROFESSIONAL LOCATING PROFESSIONAL LOCATING LOCATING LOCATING SERVICES (PLS) AND INCLUDED IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES (PLS) AND INCLUDED IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES (PLS) AND INCLUDED IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES AND INCLUDED IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES AND INCLUDED IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES INCLUDED IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES INCLUDED IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES IN THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES THE SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES SURVEY PERFORMED BY CATLIN. ALL UTILITY LINES PERFORMED BY CATLIN. ALL UTILITY LINES PERFORMED BY CATLIN. ALL UTILITY LINES BY CATLIN. ALL UTILITY LINES BY CATLIN. ALL UTILITY LINES CATLIN. ALL UTILITY LINES CATLIN. ALL UTILITY LINES ALL UTILITY LINES ALL UTILITY LINES ALL UTILITY LINES UTILITY LINES UTILITY LINES LINES LINES SHOULD BE FIELD VERIFIED BEFORE ANY WORK IS TO BEGIN. 6. EXISTING TOPOGRAPHY, STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN EXISTING TOPOGRAPHY, STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN TOPOGRAPHY, STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN TOPOGRAPHY, STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN STRUCTURES, UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN UTILITIES AND SITE FEATURES ARE GENERALLY SHOWN AND SITE FEATURES ARE GENERALLY SHOWN AND SITE FEATURES ARE GENERALLY SHOWN SITE FEATURES ARE GENERALLY SHOWN SITE FEATURES ARE GENERALLY SHOWN FEATURES ARE GENERALLY SHOWN FEATURES ARE GENERALLY SHOWN ARE GENERALLY SHOWN ARE GENERALLY SHOWN GENERALLY SHOWN GENERALLY SHOWN SHOWN SHOWN SCREENED AND/OR LIGHT LINES. STRUCTURES, UTILITIES AND SITE FEATURES TO BE AND/OR LIGHT LINES. STRUCTURES, UTILITIES AND SITE FEATURES TO BE AND/OR LIGHT LINES. STRUCTURES, UTILITIES AND SITE FEATURES TO BE LIGHT LINES. STRUCTURES, UTILITIES AND SITE FEATURES TO BE LIGHT LINES. STRUCTURES, UTILITIES AND SITE FEATURES TO BE LINES. STRUCTURES, UTILITIES AND SITE FEATURES TO BE LINES. STRUCTURES, UTILITIES AND SITE FEATURES TO BE STRUCTURES, UTILITIES AND SITE FEATURES TO BE STRUCTURES, UTILITIES AND SITE FEATURES TO BE STRUCTURES, UTILITIES AND SITE FEATURES TO BE UTILITIES AND SITE FEATURES TO BE UTILITIES AND SITE FEATURES TO BE AND SITE FEATURES TO BE AND SITE FEATURES TO BE SITE FEATURES TO BE SITE FEATURES TO BE FEATURES TO BE FEATURES TO BE TO BE TO BE BE BE DEMOLISHED OR PROTECTED DURING CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY OR PROTECTED DURING CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY OR PROTECTED DURING CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY PROTECTED DURING CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY PROTECTED DURING CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY DURING CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY DURING CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY CONSTRUCTIONS ARE GENERALLY SHOWN AS HEAVY ARE GENERALLY SHOWN AS HEAVY ARE GENERALLY SHOWN AS HEAVY GENERALLY SHOWN AS HEAVY GENERALLY SHOWN AS HEAVY SHOWN AS HEAVY SHOWN AS HEAVY AS HEAVY AS HEAVY HEAVY HEAVY LINES. 7. ALL ADDITIONAL BACKGROUND MAPPING SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE ALL ADDITIONAL BACKGROUND MAPPING SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE ADDITIONAL BACKGROUND MAPPING SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE ADDITIONAL BACKGROUND MAPPING SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE BACKGROUND MAPPING SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE BACKGROUND MAPPING SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE MAPPING SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE MAPPING SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE SHOWN ON THE DRAWINGS ARE FROM CAMP LEJEUNE ON THE DRAWINGS ARE FROM CAMP LEJEUNE ON THE DRAWINGS ARE FROM CAMP LEJEUNE THE DRAWINGS ARE FROM CAMP LEJEUNE THE DRAWINGS ARE FROM CAMP LEJEUNE DRAWINGS ARE FROM CAMP LEJEUNE DRAWINGS ARE FROM CAMP LEJEUNE ARE FROM CAMP LEJEUNE ARE FROM CAMP LEJEUNE FROM CAMP LEJEUNE FROM CAMP LEJEUNE CAMP LEJEUNE CAMP LEJEUNE LEJEUNE LEJEUNE GIS DATABASE. 8. REMOVE AND DISPOSE OFFSITE DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO REMOVE AND DISPOSE OFFSITE DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO AND DISPOSE OFFSITE DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO AND DISPOSE OFFSITE DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO DISPOSE OFFSITE DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO DISPOSE OFFSITE DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO OFFSITE DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO OFFSITE DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO DEMOLITION DEBRIS RESULTING FROM WORK REQUIRED TO DEBRIS RESULTING FROM WORK REQUIRED TO DEBRIS RESULTING FROM WORK REQUIRED TO RESULTING FROM WORK REQUIRED TO RESULTING FROM WORK REQUIRED TO FROM WORK REQUIRED TO FROM WORK REQUIRED TO WORK REQUIRED TO WORK REQUIRED TO REQUIRED TO REQUIRED TO TO TO COMPLETE THE PROJECT. 9. RELOCATE UTILITIES AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL PROJECT.RELOCATE UTILITIES AS REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL PROJECT.

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DROP INLET PROTECTION

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ROCK PIPE INLET PROTECTION

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SILT FENCE

2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com

NC# P-0506

Engineers, PLLC

LEGEND

BUILDING HP5 SITE AND GRADING PLAN

GENERAL NOTES

. INSTALL ON 3 WINDOWS

SOD INSTALLATION DETAILA

CORRECT

INCORRECT

BUTTING - ANGLED ENDS CAUSED

BY THE AUTOMATIC SOD CUTTING

MUST BE MATCHED CORRECTLY

SEEDING

TIME OF

AUG 15 - DEC 31

MAY 1 - AUG 14

GRASS TYPE

RYE GRAIN

GERMAN MILLET

TEMPORARY SEEDING

PERMANENT STABILIZATION

1-2 LBS.

AMOUNT/

1000 S.F.

25 LBS. 10-10-10

INITIAL

JAN 1 - APR 30

ANNUAL LESPEDEZA

25 LBS. 10-10-10

RYE GRAIN AND

1-1.5 LBS

2-3 LBS.

CENTIPEDE SOD

GRASS TYPE

TIME OF

SODDING

MARCH 1

THRU

OCT 31

MAINTENANCE PLAN

STABILIZATION NOTES

EROSION CONTROL

EROSION AND SEDIMENT CONTROL NOTES

2246 Yaupon Drive

Wilmington, NC 28401

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com

NC# P-0506

Engineers, PLLC

ROCK PIPE INLET PROTECTIONC

SILT FENCE DETAILD

HARDWARE CLOTH AND GRAVEL DETAILB

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EROSION CONTROL DETAILS

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AutoCAD SHX Text SODDING NOTES: 1. LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY AGAINST EACH OTHER. A LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLY AGAINST EACH OTHER. A SHARPENED MASON'S TROWEL CAN BE USED TO TUCK DOWN THE ENDS AND TRIM PIECES. 2. DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY WITH DO NOT SOD ON GRAVEL, FROZEN SOILS, OR SOILS THAT HAVE BEEN TREATED RECENTLY WITH STERILANTS OR HERBICIDES. 3. LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO LAY THE FIRST ROW OF SOD IN A STRAIGHT LINE WITH SUBSEQUENT ROWS PLACED PARALLEL TO AND BUTTING TIGHTLY AGAINST EACH OTHER. STAGGER STRIPS IN A BRICK-LIKE PATTERN. BE SURE THAT THE SOD IS NOT STRETCHED OR OVERLAPPED AND THAT ALL JOINTS ARE BUTTED TIGHTLY TO PREVENT VOIDS. USE A KNIFE OR SHARP SPADE TO TRIM AND FIT IRREGULARLY SHAPED AREAS. 4. INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ON SLOPES INSTALL STRIPS OF SOD WITH THEIR LONGEST DIMENSION PERPENDICULAR TO THE SLOPE. ON SLOPES 3:1 OR GREATER, OR WHEREVER EROSION MAY BE A PROBLEM, SECURE SOD WITH PEGS OR STAPLES. 5. AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT AS SODDING OF CLEARLY DEFINED AREAS IS COMPLETED, ROLL SOD TO PROVIDE FIRM CONTACT BETWEEN ROOTS AND SOIL. 6. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD. AFTER ROLLING, IRRIGATE UNTIL THE SOIL IS WET 4 INCHES BELOW THE SOD. 7. KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE KEEP SODDED AREAS MOIST TO A DEPTH OF 4 INCHES UNTIL THE GRASS TAKES ROOT. THIS CAN BE DETERMINED BY GENTLY TUGGING ON THE SOD RESISTANCE INDICATES THAT ROOTING HAS OCCURRED. 8. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3 WEEKS. MOWING SHOULD NOT BE ATTEMPTED UNTIL THE SOD IS FIRMLY ROOTED, USUALLY 2-3 WEEKS. SODDING WATERWAYS: 9. SOD PROVIDES A RESILIENT CHANNEL LINING, PROVIDING IMMEDIATE PROTECTION FROM SOD PROVIDES A RESILIENT CHANNEL LINING, PROVIDING IMMEDIATE PROTECTION FROM CONCENTRATED RUNOFF AND ELIMINATING THE NEED FOR INSTALLING MATS OR MULCH. THE FOLLOWING POINTS APPLY TO THE USE OF SOD IN WATERWAYS: 10. PREPARE THE SOIL, GRASS-LINED CHANNELS. THE SOD TYPE MUST BE ABLE TO WITHSTAND THE PREPARE THE SOIL, GRASS-LINED CHANNELS. THE SOD TYPE MUST BE ABLE TO WITHSTAND THE VELOCITY OF FLOW SPECIFIED IN THE CHANNEL DESIGN. 11. LAY SOD STRIPS PERPENDICULAR TO THE DIRECTION OF FLOW, WITH THE LATERAL JOINTS STAGGERED LAY SOD STRIPS PERPENDICULAR TO THE DIRECTION OF FLOW, WITH THE LATERAL JOINTS STAGGERED IN A BRICK-LIKE PATTERN. EDGES SHOULD BUTT TIGHTLY TOGETHER

AutoCAD SHX Text EROSION CONTROL NOTES: 1. PERFORM CONSTRUCTION ACTIVITIES IN COMPLIANCE WITH THE SEDIMENTATION PERFORM CONSTRUCTION ACTIVITIES IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. 2. PLAN AND CONDUCT LAND DISTURBING ACTIVITIES TO LIMIT EXPOSURE OF BARE PLAN AND CONDUCT LAND DISTURBING ACTIVITIES TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME. 3. STABILIZE DISTURBED AREAS BY THE PLANTING AND ESTABLISHMENT OF STABILIZE DISTURBED AREAS BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER. 4. PROVIDE SEDIMENT AND EROSION CONTROL MEASURES AT TEMPORARY PROVIDE SEDIMENT AND EROSION CONTROL MEASURES AT TEMPORARY CONSTRUCTION STAGING AREAS TO PREVENT OFF SITE SEDIMENTATION. SOD TEMPORARY CONSTRUCTION STAGING AREAS TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT. 5. INSPECT SEDIMENT AND EROSION CONTROL MEASURES AFTER EACH RAINFALL TO INSPECT SEDIMENT AND EROSION CONTROL MEASURES AFTER EACH RAINFALL TO INSURE THEY ARE FUNCTIONAL AND IN GOOD WORKING CONDITION. REMOVE SEDIMENT DEPOSITION ACCUMULATION PERIODICALLY TO MAINTAIN UNIT EFFECTIVENESS. 6. OVER THE DURATION OF THE PROJECT, THE GOVERNMENT SHALL MAKE PERIODIC OVER THE DURATION OF THE PROJECT, THE GOVERNMENT SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE GOVERNMENT SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY THE SITUATION. 7. REPLACE OR REPAIR CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS REPLACE OR REPAIR CULVERTS, DITCH-LINES, OR RIP-RAP DISTURBED BY THIS CONSTRUCTION TO AN EQUAL OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE. 8. THIS PROJECT IS WITHIN THE WHITE OAK RIVER BASIN. THIS PROJECT IS WITHIN THE WHITE OAK RIVER BASIN. 9. KEEP AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES.KEEP AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES.

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1. CHECK ALL EROSION AND SEDIMENT CONTROL PRACTICES FOR STABILITY AND OPERATION FOLLOWING CHECK ALL EROSION AND SEDIMENT CONTROL PRACTICES FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. MAKE ANY NEEDED REPAIRS IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. PERIODICALLY TOP DRESS ALL CONSTRUCTION ENTRANCES WITH AN ADDITIONAL 2 INCHES OF #4 PERIODICALLY TOP DRESS ALL CONSTRUCTION ENTRANCES WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. IMMEDIATELY REMOVE ANY SEDIMENT THAT IS TRACKED INTO THE STREET. 3. FERTILIZE AND SOD OR TEMPORARY SEED ALL GRASS AREAS ACCORDING TO THE SPECIFICATIONS TO FERTILIZE AND SOD OR TEMPORARY SEED ALL GRASS AREAS ACCORDING TO THE SPECIFICATIONS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 1. STABILIZE ALL DISTURBED AREAS WITHIN 14 DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS STABILIZE ALL DISTURBED AREAS WITHIN 14 DAYS OF CEASE OF ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER UNSTABILIZED AREAS. 2. STABILIZE ALL DISTURBED AREAS WITH SLOPE OF 3:1 OR GREATER AND ALONG PERIMETER WITHIN 7 STABILIZE ALL DISTURBED AREAS WITH SLOPE OF 3:1 OR GREATER AND ALONG PERIMETER WITHIN 7 DAYS AS INDICATED IN THE GRADING AND DRAINAGE PLANS. 3. PROVIDE GROUNDCOVER IN ACCORDANCE WITH NPDES CONSTRUCTION STORMWATER GENERAL PERMIT PROVIDE GROUNDCOVER IN ACCORDANCE WITH NPDES CONSTRUCTION STORMWATER GENERAL PERMIT NCG010000 AND PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.

AutoCAD SHX Text PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. HOWEVER, IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES. A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED AREAS AND BACKFILL MATERIAL PER THE TEST. ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH SPECIFIED ON THE APPROVED PLANS, CONSTRUCTION SEQUENCE. RIPPING CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE SURFACE AREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE THE SIDE WALLS OF THE FISSURES. SITE PREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT BE ACCEPTABLE. THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON THE APPROVAL OF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED OR RIPPED ACCORDING TO THE APPROVED PLAN, ALL AREAS ARE TO BE RETURNED TO THE APPROVED FINAL GRADE. PH MODIFIERS AND/OR OTHER SOIL AMENDMENTS SPECIFIED IN THE SOIL TESTS CAN BE ADDED DURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED BELOW. ALL STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS, AND OTHER EXTRANEOUS MATERIALS THAT SURFACE DURING THE BED PREPARATION SHALL BE REMOVED. TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR (4) INCHES. REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED DURING THE SOIL PREPARATION PROCESS, ADD PH MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT. RE-COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. ALL RIDGES AND DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACE DRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE OBTAINED AND SEEDBED PREPARATION IS COMPLETED.

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SYM

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DATE

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APPROVED

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REVISIONS

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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

AutoCAD SHX Text 20038

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DESIGN REDUNDANT CRAC SYSTEM

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HP5

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AutoCAD SHX Text 05-20-0006

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FINAL

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T H BURTON, PE

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NOT TO SCALE

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AutoCAD SHX Text NOTES 1. CLEAR THE AREA OF DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL. CLEAR THE AREA OF DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL. 2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND THE PIPE INLET. THE STONE SHOULD BE BUILT UP HIGHER ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE EMBANKMENT OR DIVERSIONS. 3. A 1 FOOT THICK LAYED OF NCDOT #5 OR #57 STONE SHOULD BE PLACED ON THE A 1 FOOT THICK LAYED OF NCDOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP. 4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE HORSESHOE 18 INCHES BELOW NATURAL GRADE. 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND COVER.

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RIPRAP HEADWALL 1' MIN. HEIGHT

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MAX. SEDIMENT DEPTHSEDIMENT DEPTH

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FLOW

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PIPE

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NCDOT #5 OR #57 WASHED STONE

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CLASS B RIPRAP

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%%UCONSTRUCTION SPECIFICATIONS:

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NCDOT #5 OR #57

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WASHED STONE

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4' MAX.

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NCDOT #5 OR #57

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WASHED STONE

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19-GAUGE HARDWARE CLOTH

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(1/4 MESH OPENINGS)

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FILTERED WATER

AutoCAD SHX Text INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ( INCH OR GREATER) 12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.

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%%UMAINTENANCE:

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1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE. 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.

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DIRECTION OF RUNOFF FLOW

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BACK WITH "HOG" WIRE

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BURY TOE OF FABRIC IN GROUND A MINIMUM OF 8"

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FIN. GRADE

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AutoCAD SHX Text EXCAVATE 4"W x 8" D TRENCH AS SHOWN

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AutoCAD SHX Text MAINTENANCE REQUIREMENTS: 1. INSPECT SILT FENCES EACH WEEK AND AFTER EACH RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. TORN, COLLAPSED, DECOMPOSED OR INEFFECTIVE FABRIC SHALL BE REPLACED IMMEDIATELY. 2. SEDIMENT DEPOSITS SHALL BE REMOVED FROM THE FENCE AFTER EVERY RAINFALL. THE FENCE SHALL NOT BE DAMAGED AS SEDIMENT DEPOSITS ARE REMOVED. ANY SILT FENCING DAMAGED BY THE CONTRACTOR DURING SEDIMENT REMOVAL SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 3. SILT FENCES SHALL NOT BE REMOVED UNTIL THE AREA, INCLUDING THE CONTRIBUTING DRAINAGE AREA IS STABILIZED.

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STANDARD STRENGTH SYNTHETIC FABRIC. MINIMUM 2'-0" OF OF FABRIC ABOVE GROUND.

AutoCAD SHX Text SECURE FABRIC TO STAKES AND WIRE MESH WITH PLASTIC OR WIRE PLASTIC OR WIRE TIES AND MAINTAIN.

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5'-0" METAL STAKE DRIVEN 2'-0" INTO GROUND. MAXIMUM SPACING OF STAKES 8'-0" O.C.

1. SEDIMENT SHALL BE REMOVED FROM DITCH AND FENCE REPAIRED AFTER EACH RAINFALL. 2. SILT FENCES SHALL NOT BE REMOVED UNTIL ALL OF THE DISTURBED AREAS HAVE BEEN SILT FENCES SHALL NOT BE REMOVED UNTIL ALL OF THE DISTURBED AREAS HAVE BEEN STABILIZED. 3. BACKFILL 4" X 8" TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC. CONTRACTOR SHALL COMPACT BACKFILL 4" X 8" TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC. CONTRACTOR SHALL COMPACT BACKFILL.

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com

NC# P-0506

Engineers, PLLC

TYPICAL CHAIN LINK FENCEA

TYPICAL CHAIN LINK FENCE CONTINUEDA

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FENCE DETAILS

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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DESIGN REDUNDANT CRAC SYSTEM

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HP5

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FINAL

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T H BURTON, PE

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BLACK VINYL COATED

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BLACK VINYL COATED

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BLACK VINYL COATED

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BLACK VINYL COATED

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BARBED WIRE

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6" GRAVEL

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WEED FABRIC

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6" GRAVEL

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WEED FABRIC

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TO RESTRICT ACCESS IN LOW AREAS BETWEEN THE FABRIC AND THE GROUND.

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6" GRAVEL

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WEED FABRIC

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Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com

NC# P-0506

Engineers, PLLC

CONCRETE SIDEWALK DETAILC

CHAIN LINK DOUBLE SWING GATE DETAILA

CHAIN LINK SINGLE SWING GATE DETAILB

HANDRAIL DETAILD

PIPE COLLAR DETAILEBOLLARD DETAILF

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DETAILS

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DESIGN DIR.

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DR.

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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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HP5

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FINAL

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T H BURTON, PE

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NOTE: SEE DETAIL B BELOW FOR ADDITIONAL DOUBLE LEAF GATE DETAILS.

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6" MIN

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1-1/2" DIA STEEL HANDRAIL

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1-1/2" DIA STEEL POST

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44" MIN

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PIPE JOINT

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3000 PSI CONCRETE COLLAR

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EX 24" RCP

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24" RCP

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NOT TO SCALE

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SLOPE TO DRAIN 1/4":1'-0"

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EXPANSION JOINT

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GROOVE JOINT

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FINISHED GRADE, SLOPE AWAY FROM SIDEWALK (TYP)

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BROOM FINISH

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6 X 6- W1.4 X W1.4 WWF PROVIDE IN SHEETS

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COMPACTED SUBGRADE

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1. PROVIDE A GROOVE JOINT 1" DEEP IN CONCRETE SIDEWALK AT 5' INTERVALS. PROVIDE A GROOVE JOINT 1" DEEP IN CONCRETE SIDEWALK AT 5' INTERVALS. 2. PROVIDE A 1/2" EXPANSION JOINT WITH FILLER AT 50' INTERVALS AND AT ALL LOCATIONS WHERE THE PROVIDE A 1/2" EXPANSION JOINT WITH FILLER AT 50' INTERVALS AND AT ALL LOCATIONS WHERE THE SIDE JOINS A RIGID STRUCTURE (i.e., EXISTING SIDEWALK, CURB, BUILDING, UTILITY STRUCTURES, ETC.)

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NOTES:

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SCORE

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4" NCDOT TYPE A CONCRETE

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ENCASE IN 3000 PSI CONCRETE

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FILL WITH CONCRETE

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8" DIA. STEEL PIPE WITH 1-COAT PRIMER AND 2-COATS YELLOW ENAMEL

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FINISH GRADE

Phone: 910.791.4000

Fax: 910.791.5266 www.cbhfengineers.com

NC# P-0506

Engineers, PLLC

PEDESTRAIN GATE W/ TURNSTILE DETAILA

UTILITY OPENINGS DETAILB

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DETAILS

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NTS

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MRA

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JMN

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MRA

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SYM

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DATE

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APPROVED

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REVISIONS

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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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DESIGN REDUNDANT CRAC SYSTEM

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HP5

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FINAL

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T H BURTON, PE

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NOT TO SCALE

8'- 4"

DEMOLITION KEYED NOTES

PROTECT EXISTING FLOORS, WALLS AND EQUIPMENT FROM DAMAGE.

REMOVE EXISTING METAL DOOR AND FRAME AND THRESHOLD. CUT ANCHORS OFF EVEN WITH EXISTING WALL. STEEL

LINTEL TO REMAIN.

CLEAN OUT GROUT FROM THE EXISTING CAVITY ADJACENT TO THE EXISTING OPENING.

REMOVE EXISTING LOUVER.

CUT OPENING IN EXISTING WALL FOR NEW DOOR AND FRAME.

REMOVE EXISTING WOOD TRIM THIS SIDE OF DOOR OPENING.

REMOVE EXISTING CONCRETE LANDING AND RAMP.

REMOVE EXISTING METAL HANDRAILS.

REMOVE EXISTING CONCRETE STEPS.

SAW CUT AND REMOVE EXISTING SIDEWALK.

REMOVE EXISTING METAL GUTTERS AND DOWNSPOUTS.

REMOVE EXISTING ASPHALT SHINGLES AND ROOFING FELTS.

REMOVE EXISTING METAL CANOPY.

INSTALL DUST BARRIER FROM TOP OF FLOOR SLAB TO UNDERSIDE OF EXISTING GYPSUM BOARD CEILING ON THE

BOTTOM CHORD OF THE ROOF TRUSSES. SEAL ALL EDGES TO PREVENT THE PASSAGE OF DUST INTO THE INTERIOR

SPACE. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO ELECTRONIC EQUIPMENT DUE TO DUST INTRUSION INTO THE

BUILDING.

REMOVE EXISTING ROOFTOP VENTILATORS, CURBS AND FLASHING.

REMOVE EXISTING GABLE END VENTS AND TRIM.

REMOVE ALL MISCELLANEOUS ROOF MOUNTED ITEMS. ALL PLUMBING VENTS TO REMAIN. REMOVE ALL VENT FLASHINGS

AND PREP FOR NEW FLASHING.

REMOVE PORTION OF EXISTING BRICK SCREEN WALL - SEE STRUCTURAL DRAWINGS.

EXAMINE EXISTING ROOF SHEATHING FOR DAMAGE OR SOFT SPOTS AND REMOVE ALL AREAS OF DAMAGED OR

UNSUITABLE SHEATHING. REMOVE SHEATHING BACK TO THE TOP CHORD OF THE ROOF TRUSSES AND TO ANY

HORIZONTAL BLOCKING BETWEEN TRUSSES. THE REMAINING EXISTING SHEATHING SHALL BE SUITABLE FOR THE

INSTALLATION OF THE NEW UNDERLAYMENT AND STANDING SEAM METAL ROOF SYSTEM. THE METAL ROOFING SUB

CONTRACTOR SHALL PROVIDE WRITTEN ACCEPTANCE OF THE SHEATHING SUBSTRATE TO THE OWNER.

ALP

RA C

IH T U

C T

0 8' 12'4'

PLAN

NORTH

DEMOLITION PLAN

3/16" = 1'-0"

GENERAL CONSTRUCTION NOTES

1. LIMIT CONSTRUCTION ACTIVITIES TO DESIGNATED AREAS OF WORK.

2. THE CONTRACTOR, SUBCONTRACTORS AND THEIR EMPLOYEES SHALL ABIDE BY ALL BADGING, SECURITY, AND

CONDUCT REQUIREMENTS REQUIRED BY THE OWNER.

3. MAINTAIN CORRIDORS AND PATHS OF EGRESS AT ALL TIMES. DO NOT BLOCK EXITS, STAIRS, RAMPS, ETC.

4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER

ELEMENTS THAT REMAIN FROM DAMAGE.

5. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING BUILDING, STRUCTURE, FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL MAKE ALL CUTS TO EXISTING ELEMENTS IN SUCH A WAY AS TO PREVENT DAMAGE TO ADJACENT

ELEMENTS AND TO FACILITATE THE PATCHING OF THE EXISTING ELEMENTS AND INTERFACE WITH NEW CONSTRUCTION.

7. CONTRACTOR SHALL PATCH, REPAIR, AND PREP ALL EXISTING WALL & FLOOR SUBSTRATES FROM DEMOLITION WORK

OR EXISTING CONDITIONS TO A LEVEL SUITABLE FOR THE INSTALLATION OF NEW FINISHES.

8. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES & REGULATIONS.

9. ALL AREAS OF CONSTRUCTION SHALL BE SECURED SO AS TO LIMIT ACCESS BY UNAUTHORIZED PERSONS AND SHALL BE

SECURED DAILY UPON THE COMPLETION OF THE WORK DAY. SECUREMENT METHODS & EMERGENCY ACCESS SHALL BE

APPROVED BY THE OWNER.

10. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND QUANTITIES NECESSARY TO COMPLETE THE WORK AS

DESCRIBED OR INTENDED IN THE CONTRACT DOCUMENTS.

11. WEEKDAY WORK HOURS ARE FROM 0700 TO 1700. WEEKEND WORK HOURS ARE FROM 0600 TO 1800.

12. ALL MATERIALS THAT ARE USED IN THE CONSTRUCTION SHALL BE MANUFACTURED IN THE USA AND DELIVERED TO THE

SITE WITH PROOF OF SUCH AND SHALL BE STORED WITHIN THE PERIMETER FENCE UNTIL INCORPORATED INTO THE

WORK.

13. BUILDING AND EQUIPMENT SHALL REMAIN OCCUPIED AND OPERATIONAL DURING CONSTRUCTION.

14. COORDINATE CONSTRUCTION OPERATIONS SO AS NOT TO DISRUPT THE OPERATIONS OF THE FACILITY.

15. THE EXISTING BUILDING HOUSES SENSITIVE ELECTRONIC EQUIPMENT THAT IS EASILY DAMAGED BY DUST.

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EQUIPMENT DAMAGE AS A RESULT OF THE CONTRACTOR'S WORK.

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AD-101

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ARCHITECTURAL

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DEMOLITION PLAN

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RMC

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LJR

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RMC

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RMC

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SYM

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DATE

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APPROVED

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REVISIONS

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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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T H BURTON, PE

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DESIGN REDUNDANT CRAC SYSTEM

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HP5

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FINAL

SLOPE 4:12

LINE OF WALL BELOW

15 15

TYP

ALP

RA C

IH T U

C T

0 4' 8'2'

PLAN

NORTH

DEMOLITION ROOF PLAN

3/16" = 1'-0"

GENERAL CONSTRUCTION NOTES

1. LIMIT CONSTRUCTION ACTIVITIES TO DESIGNATED AREAS OF WORK.

2. THE CONTRACTOR, SUBCONTRACTORS AND THEIR EMPLOYEES SHALL ABIDE BY ALL BADGING, SECURITY, AND

CONDUCT REQUIREMENTS REQUIRED BY THE OWNER.

3. MAINTAIN CORRIDORS AND PATHS OF EGRESS AT ALL TIMES. DO NOT BLOCK EXITS, STAIRS, RAMPS, ETC.

4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER

ELEMENTS THAT REMAIN FROM DAMAGE.

5. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL DAMAGE TO EXISTING BUILDING, STRUCTURE, FINISHES, PARTITIONS, BUILDING SYSTEMS AND OTHER ELEMENTS TO REMAIN.

6. CONTRACTOR SHALL MAKE ALL CUTS TO EXISTING ELEMENTS IN SUCH A WAY AS TO PREVENT DAMAGE TO ADJACENT

ELEMENTS AND TO FACILITATE THE PATCHING OF THE EXISTING ELEMENTS AND INTERFACE WITH NEW CONSTRUCTION.

7. CONTRACTOR SHALL PATCH, REPAIR, AND PREP ALL EXISTING WALL & FLOOR SUBSTRATES FROM DEMOLITION WORK

OR EXISTING CONDITIONS TO A LEVEL SUITABLE FOR THE INSTALLATION OF NEW FINISHES.

8. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES & REGULATIONS.

9. ALL AREAS OF…

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File details come from the government source that posted it. Updated Sep 8, 2020.