Dwg 60041514A CU101A.pdf

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Repair BEQ BB250
Solicitation number
N408525R9008
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This document is a detailed site utility plan drawing (CU101A) for a Marine Corps Base repair project at Building BB250. The drawing, prepared by Avolis Engineering, P.A. for the Naval Facilities Engineering Systems Command at Camp Lejeune, North Carolina, depicts a comprehensive site layout with utility infrastructure details. The project is associated with Contract No. N40085-24-B-0016 and involves site utility planning for a Bachelor Enlisted Quarters (BEQ) repair, with the drawing providing precise architectural and engineering specifications for site utility connections, boundary lines, and existing site features. The document includes technical annotations, scale measurements, and contextual site information, indicating a detailed engineering approach to the facility repair and utility integration project.

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SYM. DESCRIPTION DATE APP.

REVISIONS

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SUBMITTED BY:

DESIGN DIR.

APPROVED: PWO OR OICC

SATISFACTORY TO:

DATE

DATE

DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING SYSTEMS COMMAND

CAMP LEJEUNE, NORTH CAROLINA

MARINE CORPS BASE

SIZE CODE IDENT. NO. NAVFAC DRAWING NO.

E1 80091

CONSTR. CONTR. NO. N40085-24-B-0016

AS NOTEDSCALE SHEET

M

BF

A N

O

SPEC. 05-24-0016

A/E INFOPROJ: 24029

NEW BERN, NC 28561

PH.(252) 633-0068

AVOLIS

P.O. BOX 15564

LICENSE NO. C-0706

ENGINEERING, P.A.

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SITE UTILITY PLAN

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SITE UTILITY PLAN

REPAIR BEQ BB250

60041514A

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DCO

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139LF 8" PVC @ 1.0%

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CIVIL SURVEY/DESIGN BY:

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SCALE: 1" = 20'

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GRAPHIC SCALE: 1" = 20'

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BLDG BB250 FFE=13.71

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PHIPPS ROAD

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EX. ASPHALT DRIVE

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BLDG BB250A FFE=12.68

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BLDG SBB112 FFE=14.64

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EXTENTS OF EXISTING PARKING LOT

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TBM "MAG"

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EL.=9.52

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EX. SMH RIM=11.99 BENCH=7.79 INV=7.44

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EX. SMH RIM=11.33 BENCH=7.14 INV=6.62

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EX. GRASS

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EX. DI RIM=10.31 INV=7.22

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EX. TREES THIS AREA

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EX. TREES THIS AREA

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1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO HIRE AN INDEPENDENT UTILITY LOCATE COMPANY TO SCAN AND MARK THE AREA OF WORK TO IDENTIFY THE FULL EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO BE PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A DIFFERENT LOCATION. THE CONTRACTOR SHALL ALSO NOTIFY 811 TO HAVE PRIVATELY MAINTAINED UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO STARTING ANY PROJECT WORK. THE UTILITY MARKINGS SHALL BE MAINTAINED FOR THE DURATION OF THE PROJECT. 2. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT TO THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY. 3. ALL AREAS DISTURBED DURING CONSTRUCTION MUST BE RESTORED IN ACCORDANCE WITH ALL AREAS DISTURBED DURING CONSTRUCTION MUST BE RESTORED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL D, SHEET CG501. 4. ALL VOIDS OR DEPRESSIONS CREATED BY REMOVAL OF STRUCTURES OR SURFACES ALL VOIDS OR DEPRESSIONS CREATED BY REMOVAL OF STRUCTURES OR SURFACES OUTSIDE THE LIMITS OF NEW STRUCTURES OR PAVEMENTS MUST BE BACKFILLED WITH COMMON FILL AND GRADED TO PROVIDE POSITIVE DRAINAGE. RESTORE ALL AREAS NOT SHOWN TO BE COVERED WITH NEW STRUCTURES OR HARD SURFACES IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN. SEE DETAIL D, SHEET CG501. 5. COMPLETE ALL TRENCH SECTION IN ACCORDANCE WITH DETAIL D, SHEET CU501.COMPLETE ALL TRENCH SECTION IN ACCORDANCE WITH DETAIL D, SHEET CU501.

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%%UGENERAL CONSTRUCTION NOTES:

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%%UWORK ITEMS (THIS SHEET):

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THRUST BLOCK - SEE DETAIL C, SHEET CU501.

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8" DI FIRE WATER SERVICE, PROVIDE MINIMUM 36" CLEAR COVER.

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SEE FIRE PROTECTION PLANS FOR CONTINUATION.

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ROUTE NEW WATER BELOW NEW OR EXISTING UTILITY - SEE DETAIL A, SHEET CU501.

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VALVE AND VALVE BOX - SEE DETAIL B, SHEET CU501.

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(1) 8" 22.5° ELBOW(1) THRUST BLOCK

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(1) 8" 90° ELBOW(1) THRUST BLOCK

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(1) 8" 90° ELBOW(1) THRUST BLOCK

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SEE SHEET CU102 FOR ADDITIONAL WORK THIS AREA

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SEE SHEET CU102 FOR ADDITIONAL WORK THIS AREA

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MECH BLDG FFE=11.3

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LIMITS OF DISTURBANCE (THIS SITE) 41,357 SF (0.94 ACRES)

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UNDERGROUND COMMUNICATIONS - SEE ELECTRICAL/TELECOMMUNICATIONS PLANS.

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AutoCAD SHX Text SPECIAL NOTES: : 1. THE CONTRACTOR SHALL PROVIDE A REDUCED PRESSURE DOUBLE CHECK THE CONTRACTOR SHALL PROVIDE A REDUCED PRESSURE DOUBLE CHECK BACKFLOW ASSEMBLY (RPZ) ON THE FIRE MAIN RISER IN THE MECHANICAL ROOM. THE RPZ SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARD AND CARRY THE ASSE SEAL OR APPEAR ON THE UNIVERSITY OF CALIFORNIA APPROVED LIST. 2. THE MAXIMUM CONTINUOUS OUTAGE FOR THE WATER SYSTEM SHALL BE 8 HOURS. THE MAXIMUM CONTINUOUS OUTAGE FOR THE WATER SYSTEM SHALL BE 8 HOURS. 3. ALL THREADED CONNECTIONS ON PVC PIPING SHALL BE OF BRASS CONSTRUCTION.ALL THREADED CONNECTIONS ON PVC PIPING SHALL BE OF BRASS CONSTRUCTION.

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SEE UTILITY NOTES SHEET C-001 FOR SPECIFIC COORDINATION REQUIREMENTS.

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PROVIDE 5" STORZ CONNECTOR WITH CAP & CHAIN ON EXISTING HYDRANT

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EXTENTS OF EXISTING PARKING LOT

catherine.martin Polygonal Line

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60041514

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