20-0013_REVISED_09.03.20.pdf

PDF 4 MB Posted Sep 3, 2020

Attached to: Drain System for Cooling Towers
Solicitation number: N4008520R4134
Issued by: Department of the Navy Naval Facilities Engineering Command

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File	Type	Posted
200013_Amend 0002.pdf	PDF	Sep 3, 2020
200013_Amend 0001.pdf	PDF	Sep 1, 2020
20-0013 SOW.pdf	PDF	Aug 31, 2020
N4008520B0013 Dwgs.pdf	PDF	Aug 31, 2020
N4008520B0013 Specs.pdf	PDF	Aug 31, 2020
RFP 200013.pdf	PDF	Aug 31, 2020

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INSTALL INSULATION

NOTE:

· VALVES MUST CONTAIN

UNIONS ON BOTH

CONNECTIONS. VALVE TO BE

BALL OR BUTTERFLY TYPE.

DRAIN VALVE

WATER SAMPLE COLLECTION VALVE

COOLING TOWER

OVERFLOW

COOLING TOWER DRAIN

TO SANITARY SEWER

GRADE

REVISED

C-2A

GENERAL CONSTRUCTION NOTES:

1. PROVIDE BEDDING MATERIAL, SEWER LATERAL AND PROPER COVER TO RE-ROUTE BLEEDS,

DRAINS, AND OVERFLOWS TO SANITARY SEWER. SEWER LATERAL MAY BE SCH40PVC. PROVIDE

CLEANOUTS WHERE NECESSARY AND CONNECT TO MAIN, MANHOLE, OR LIFT STATION PROPERLY.

PROVIDE VALVE FOR SAMPLE COLLECTION. PROVIDE BASKET STRAINER TO ELEIMINATE DEBRIS

PER BANK OF TOWERS.

2. ALL BLEEDS, DRAINS, AND OVERFLOWS MUST BE PIPED TO SANITARY SEWER AND BE SLOPED

TOWARD THE SEWER. NONE OF THESE CONNECTIONS SHALL BE CAPPED.

3. PIPING SHOULD NOT INTERFERE OR HINDER ACCESS TO ANY ACCESORIES OR OTHER

COMPONENTS OF THE COOLING TOWERS.

4. ALL PIPEWORK MUST BE SUPPORTED ACCORDING TO THE MANUFACTUER'S

RECOMMENDATIONS.

5. CONTRACTOR SHALL FIELD LOCATE UNDERGROUND UTILITIES PRIOR TO COMMENCING ANY

WORK.

6. CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS, EQUIPMENT AND MATERIALS.

7. CONDITIONS PROVIDED ARE BASED ON GIS DATA. ACTUAL FIELD CONDITIONS MAY VARY AND

FIELD ADJUSTMENTS MAY BE REQUIRED. ALL FIELD ADJUSTMENTS SHALL BE APPROVED BY THE

CONTRACTING OFFICER.

8. COOLING TOWERS SERVICE CRITICAL PROCESSES. DOWNTIM MUST BE MINIMIZED AND

SCHEDULED IN ADVANCE WITH BASE MAINTENANCE AND THE CONTRACTING OFFICER. ALL

ADJACENT UTILITIES MUST REMAIN IN OPERATION DURING CONSTRUCTION ACTIVITIES.

9. ALL EXCAVATION SHALL BE BACKFILLED WITH COMMON FILL, GRADED TO CREATE POSITIVE

DRAINAGE AND SHALL BE VEGETATED IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN.

SIDEWALK SHALL BE REMOVED AND REPLACED TO THE NEAREST JOINT. ALL SURFACES SHALL BE

RESTORED TO THEIR ORIGINAL CONDITION WITHIN 30 CALENDAR DAYS OF DISTURBANCE, UNLESS

OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

10. IF CONTAMINANTS ARE SUSPECTED THROUGH ODORS OR VISUAL OBSERVATION DURING

CONSTRUCTION ACTIVITIES, IMMEDIATELY STOP WORK, CALL 911, AND CONTACT EQB AT

910-451-9017 FOR FUTHER INSTRUCTIONS.

11. THERE ARE NO KNOWN MONITORING WELLS IN THE PROJECT AREAS BUT IF AN UNMARKED

WELL IS DISCOVERED AND INADVERTENTLY DAMAGED, IMMEDIATELY CONTACT EQB AT

910-451-9017 FOR FUTHER INSTRUCTIONS.

12. PROPER WATER CHEMISTRY MUST BE RE-ESTABLISHED AFTER TOWER BASINS ARE DRAINED.

COORDINATE WITH BASE MAINTENANCE.

UTILITY NOTES:

1. THE LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. DEPTHS ARE NOT

PROVIDED. THE CONTRACTOR SHALL SECURE THE SERVICES OF A PROFESSIONAL UTILITY

LOCATE CONTRACTOR TO MARK ALL EXISTING UTILITIES IN THE AREA OF WORK. UTILITY

MARKINGS SHALL BE MAINTAINTED FOR THE DURATION OF CONSTRUCTION ACTIVITIES. WHERE

NECESSARY TO CONFIRM AND AVOID UTILITY CONFLICTS, POTHOLD EXISTING UTILITIES TO

CONFIRM LOCATIONS AND DEPTHS.

2. LOCATES SHALL BE COMPLETED WITHIN 15 DAYS OF ANY ON-SITE DIGGING, IN ADDITION TO

NOTIFYING 811.

3. NEW LATERAL SHALL MAINTAIN MINIMUM OF 12'' GROUND COVERAGE. NEW LATERALS SHALL

MAINTAIN MINIMUM 18'' HORIZONTAL AND VERTICAL SEPARATION BETWEEN EXISTING WATER AND

STORM DRAINS.

4. ALL UTILITIES SHALL REMAIN ACTIVE AND SHALL BE PROTECTED DURING CONSTRUCTION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS OF DAMAGED OR DISTURBED

UTILITIES AND SURFACES DURING CONSTRUCTION.

EROSION CONTROL NOTES:

1. INSTALL SILT FENCEING, DROP INLET PROTECTION AND CHECK DAMS AS REQUIRED.

2. INSTALL SOD TO ESTABLISH FINAL VEGETATION.

3. ADDITIONAL MISCELLANEOUS EROSION CONTROL MEASURE MAY BE REQUIRED WHEN

DEEMED NECESSAYR BY THE CONTRACTING OFFICER OR CONTRACTOR.

4. REMOVE SILT FENCING, DROP INLET PROTECTION AND CHECK DAMS ONCE VEGETATION IS

95% ESTABLISHED.

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

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DRAIN SYSTEM FOR

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COOLING TOWERS

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NOTES & DETAILS

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AutoCAD SHX Text N40085-20-B-0013

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AS SHOWN

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TALIA BARRACO, EI

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TALIA BARRACO, EI

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JENNI REED, P.E.

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TALIA BARRACO, EI

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T. BURTON, PE

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AutoCAD SHX Text 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; OR (2) THE INFORMATION IS OTHERWISE IN THE PUBLIC DOMAIN BEFORE THE DATE OF 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.

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1/2"RAD

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1/2"RAD

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PAVEMENT

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1/4" PER FT.

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JOINT SEALER

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1/8"RAD

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JOINT FILLER

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1/8"RAD

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CONCRETE SIDEWALK

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A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED

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IN THE CONCRETE SIDEWALK AT 5' INTERVALS.

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ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS.

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A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK

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JOINS ANY RIGID STRUCTURE.

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AutoCAD SHX Text %%uTRAVERSE EXPANSION JOINT IN SIDEWALK

AutoCAD SHX Text %%uTYPICAL CONCRETE SIDEWALK

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NOT TO SCALE

AutoCAD SHX Text %%uTYPICAL CLEANOUT DETAIL

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NOT TO SCALE

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CAST IRON, LOAD BEARING VALVE

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BOX WITH SEWER COVER FOR SANITARY

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APPLICATIONS AND BLANK COVER FOR

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STORM APPLICATIONS.

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CLEANOUT FERRULE

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MIN 2" BELOW GRADE

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PAVEMENT SURFACE

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COURSE

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CLEANOUT STACK

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%%UCLEANOUT IN PAVEMENT

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3000 PSI

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CONCRETE

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COLLAR

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FINISHED GRADE

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(NON-TRAFFIC AREAS)

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CLEANOUT FERRULE

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WITH WATERTIGHT

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COUNTERSUNK PLUG

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4" SCH 40 PVC

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MAIN SEWER LINE

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SEE PLANS FOR

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SIZE AND TYPE

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COMBINATION WYE AND

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EIGHTH BEND LONG TURN PATTERN

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(MATERIAL TO MATCH MAIN LINE)

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PLUG AT END OF LINE

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CLEANOUT STACK

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(1 PIECE OF PIPE)

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18" DIA. CONCRETE DONUT

AutoCAD SHX Text %%u4' DIAMETER PRECAST DOGHOUSE MANHOLE

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NOT TO SCALE

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1. MANHOLE DESIGN SHALL CONFORM TO ASTM C478 SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLE SECTION. 2. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MIN. 3. STEEL REINFORCING SHALL BE GRADE 60 CONFORMING TO ASTM A615 OR WWF CONFORMING TO ASTM A185 OR DRAWN WIRE CONFORMING TO ASTM A62. 4. PROVIDE ADDITIONAL REINFORCING AT OPENINGS. 5. PROVIDE HS20-44 LOAD CLASS. 6. STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE AND MEET THE REQUIREMENTS OF ASTM C478. 7. ADJUST TO GRADE AS REQUIRED USING 4" GRADE RINGS. 8. SET DOGHOUSE BASE RISER OVER EXISTING SEWER LINE. 9. CAST IRON RING AND COVER TO BE TRAFFIC DUTY HS20-44 LOAD CLASS. 10. PROVIDE PREFORMED BUTYL RUBBER JOINT SEALANT CONFORMING TO ASTM C990.

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BASE TO BE FIELD

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POURED, 12" THICK,

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7' DIA, 3000 PSI

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12" MIN. REQUIRED

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SEE NOTE #8

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4'-0" DIA.

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5" TYP.

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TYP

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SEE NOTE #6

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SEE NOTE #3

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DIA.

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8" AT TOP

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2' THRU 4'

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CONE SECTION

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AS REQUIRED

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SEE NOTE #7

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SEE NOTE #10

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1' THRU 4'

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RISER SECTIONS

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AS REQUIRED

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12" MIN. REQUIRED

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2' THRU 8'

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BASE RISER

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AS REQUIRED

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SEE NOTE #9

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SEE NOTES

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SEE NOTE #7

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SEE NOTE #4

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2'-0" DIA.

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%%UMANHOLE - INSIDE DROP CONNECTION

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NOT TO SCALE

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OUT OF PLACE.

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SO AS NOT TO FLAKE OR SPALL

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DIRECT FLOW. ANCHOR SECURELY,

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GROUT FILLET CHANNEL TO

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STRAPS, CONSTRUCT CONCRETE

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INSTALL 45%%D BEND WITH 1 1/2"

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MINIMUM

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FEET WITH A 2 STRAP

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SHALL BE SPACED EVERY 4

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STEEL BOLTS. STRAPS

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STRAPS AND 2 1/2" STAINLESS

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GA STAINLESS STEEL

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TO WALL WITH 1 1/2" X 10

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MANHOLE BARREL, FASTENED

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FLUSH WITH INSIDE OF

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DROP PIPE SHALL BE 3034 PVC

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ENCASEMENT

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WITHIN 6" OF CONCRETE

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PROVIDE FLEXIBLE JOINT

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PLUG

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PUSH ON

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REMOVABLE

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MAX 6"

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TEE

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EXST

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GROUT

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ENSURE STEPS ARE

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OPPOSITE DROP PIPE

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MANHOLE

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EXST

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SEWER MAIN

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%%UPIPE TRENCH WITHOUT BEDDING

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PIPE

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O.D. OF

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FINAL BACKFILL

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9" LIFTS MAX

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INITIAL BACKFILL

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6" LIFTS MAX

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BURIED DETECTION WIRE

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FOR NON-METALLIC PIPE-

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SEE SPECIFICATIONS FOR

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BURY REQUIREMENTS

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SEE SPECIFICATIONS FOR

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BURY REQUIREMENTS

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BURIED WARNING AND

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IDENTIFICATION TAPE

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SIZE AS INDICATED

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UTILITY MAIN

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%%UTYPICAL CONNECTION DETAIL

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NOT TO SCALE

talia.barraco Polygon

MEDEVAC RD

NHR160

NHR161

NH141

NH118

MH100-1

MH100-2

MH100-1A

MH100-2A

HH 100-3A

MH100-1A-1

H S

GGG

18''

12''

NH113

NH100

PTRDV_0184

2''

6'' 6''

2''

8''

REVISED

C-5A

EX. COOLING

TOWERS

EX. SSMH

NEW WORK ITEMS:

CONNECT TO EXISTING DRAIN. REFER TO SHEET C-6A FOR ADDITIONAL INFORMATION. 1

INSTALL CLEANOUT (CO). PROVIDE FITTINGS AS REQUIRED.4

TIE INTO EXISTING SSMH. PROVIDE FITTINGS AS REQUIRED.

ROUTE SANITARY SEWER BELOW EXISTING UTILITY. PROVIDE FITTINGS AS REQUIRED.6

INSTALL APPROX. 75LF OF 6'' PVC AT 0.60% MINIMUM SLOPE .

CUT AND PATCH EXISTING ASPHALT.

PROVIDE FITTINGS TO ACCOMPLISH BEND - DO NOT DEFLECT PIPE.

PERCENT%

PLUS OR MINUS±

AND&

MAXIMUMMAX

INV

RCP REINFORCED CONCRETE PIPE

INVERT

ABBREVIATIONS

MIN MINIMUM

ELEVATIONEL=, ELEV

CL, C/L CENTER LINE

SSMH SANITARY SEWER MANHOLE

EASTINGE:

ET CETERAETC.

CIVIL LEGEND

DESCRIPTION

WATER VALVE

UTILITY POLE/POLE WITH LIGHT

GUY WIRE

SANITARY SEWER (GRAVITY)

STORM SEWER

DOMESTIC WATER

OVERHEAD ELECTRICAL

UNDERGROUND ELECTRICAL

COMMUNICATIONS PEDESTAL

SYMBOL

FIRE HYDRANT/BOLLARDS

OHE

UGE

STORM DRAIN DROP INLET

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

PIV

POST INDICATOR VALVE

COMMUNICATIONS MANHOLE

STORM DRAIN MANHOLE

ELECTRIC MANHOLE

APPROX. APPROXIMATE/APPROXIMATELY

N: NORTHING

EXISTINGEX., EXIST.

POLYVINYL CHLORIDE (PIPE)PVC

CMP CORRUGATED METAL PIPE

UNDERGROUND COMMUNICATIONSUGC

ELECTRIC; ELECTRICALELEC.

TYPICALTYP.

FIRE HYDRANTFH

EQUALS=

SLT SILT FENCE

SF SQUARE FOOT/FEET

POST INDICATOR VALVEPIV

DIAMETER

DIA, Ø

CJ CONTRACTION JOINT

MAG NAIL (CONTROL)MAG

AT@

TPED

CONC. CONCRETE

DRAINAGE MANHOLEDMH

FLARED END SECTIONFES

CF CUBIC FEET

CONT. CONTINUOUS

OIL/WATER SEPARATORO/WS

HVAC PIPINGHCW

SANITARY SEWER LATERAL

SANITARY SEWER (FORCE MAIN)

OVERHEAD COMMUNICATIONSOHC

THRUST BLOCK

DUCTILE IRON (PIPE)DI

AIP ABANDON IN PLACE

NOTE: COOLING TOWER 'A' IS CURRENTLY UNDER CONSTRUCTION.

CONFIRM LOCATION OF TOWER AND UTILITIES PRIOR TO WORK.

REFER TO SHEET C-2A FOR CONNECTION DETAIL.

EX. CLEANOUT

EX. BASIN

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( IN FEET )

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GRAPHIC SCALE

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

AutoCAD SHX Text F

AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

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DRAIN SYSTEM FOR

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COOLING TOWERS

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SITE PLAN - NH100

AutoCAD SHX Text 60027020

AutoCAD SHX Text N62470-20-B-0013

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AS SHOWN

AutoCAD SHX Text 05-20-0013

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TALIA BARRACO, EI

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TALIA BARRACO, EI

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JENNI REED P.E.

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TALIA BARRACO, EI

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T. BURTON, PE

AutoCAD SHX Text 09/01/20

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REVISED

C-6A

NOTE: ALL COOLING TOWERS CURRENTLY DRAIN TO BASIN NEAR TOWER

'A'. DISCHARGE PIPING MUST BE INSTALLED FROM BASIN TO EXISTING CLEANOUT.

EXISTING COOLING TOWERS THAT

DISCHARGE TO BASIN.

REFER TO SHEET C-5A.

EXISTING CLEANOUT.

REFER TO SHEET C-5A.

EXISTING BASIN TO

BE ROUTED TO

SANITARY SEWER.

REFER TO SHEET C-5A.

LOCATION AND DEPTH OF SS LINE TO BE FIELD VERIFIED.

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

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DRAIN SYSTEM FOR

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COOLING TOWERS

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SITE PLAN - NH 100

AutoCAD SHX Text 60027021

AutoCAD SHX Text N62470-20-B-0013

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AS SHOWN

AutoCAD SHX Text 05-20-0013

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TALIA BARRACO, EI

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TALIA BARRACO, EI

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JENNI REED P.E.

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TALIA BARRACO, EI

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T. BURTON, PE

AutoCAD SHX Text 09/01/20

S589

P P

4''

8''

4''

S840-2

S840-1

6''

FINAL

C-21

EX. COOLING

TOWERS

NEW WORK ITEMS:

CONNECT TO EXISTING DRAIN. REFER TO SHEET C-22 FOR ADDITIONAL INFORMATION. 1

INSTALL CLEANOUT (CO). PROVIDE FITTINGS AS REQUIRED.4

TIE INTO EXISTING GRAVITY MAIN. PROVIDE FITTINGS AS REQUIRED.

PROTECT TREES AND LANDSCAPING. 6

INSTALL APPROX. 300LF OF 6'' PVC AT 0.60% MINIMUM SLOPE .

CUT AND PATCH EXISISTING CONCRETE.

PROVIDE FITTINGS TO ACCOMPLISH BEND - DO NOT DEFLECT PIPE.

PERCENT%

PLUS OR MINUS±

AND&

MAXIMUMMAX

INV

RCP REINFORCED CONCRETE PIPE

INVERT

ABBREVIATIONS

MIN MINIMUM

ELEVATIONEL=, ELEV

CL, C/L CENTER LINE

SSMH SANITARY SEWER MANHOLE

EASTINGE:

ET CETERAETC.

CIVIL LEGEND

DESCRIPTION

WATER VALVE

UTILITY POLE/POLE WITH LIGHT

GUY WIRE

SANITARY SEWER (GRAVITY)

STORM SEWER

DOMESTIC WATER

OVERHEAD ELECTRICAL

UNDERGROUND ELECTRICAL

COMMUNICATIONS PEDESTAL

SYMBOL

FIRE HYDRANT/BOLLARDS

OHE

UGE

STORM DRAIN DROP INLET

SANITARY SEWER CLEANOUT

SANITARY SEWER MANHOLE

PIV

POST INDICATOR VALVE

COMMUNICATIONS MANHOLE

STORM DRAIN MANHOLE

ELECTRIC MANHOLE

APPROX. APPROXIMATE/APPROXIMATELY

N: NORTHING

EXISTINGEX., EXIST.

POLYVINYL CHLORIDE (PIPE)PVC

CMP CORRUGATED METAL PIPE

UNDERGROUND COMMUNICATIONSUGC

ELECTRIC; ELECTRICALELEC.

TYPICALTYP.

FIRE HYDRANTFH

EQUALS=

SLT SILT FENCE

SF SQUARE FOOT/FEET

POST INDICATOR VALVEPIV

DIAMETER

DIA, Ø

CJ CONTRACTION JOINT

MAG NAIL (CONTROL)MAG

AT@

TPED

CONC. CONCRETE

DRAINAGE MANHOLEDMH

FLARED END SECTIONFES

CF CUBIC FEET

CONT. CONTINUOUS

OIL/WATER SEPARATORO/WS

HVAC PIPINGHCW

SANITARY SEWER LATERAL

SANITARY SEWER (FORCE MAIN)

OVERHEAD COMMUNICATIONSOHC

THRUST BLOCK

DUCTILE IRON (PIPE)DI

AIP ABANDON IN PLACE

REFER TO SHEET C-2 FOR CONNECTION DETAIL.

AutoCAD SHX Text M

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( IN FEET )

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GRAPHIC SCALE

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

AutoCAD SHX Text F

AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

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DRAIN SYSTEM FOR

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COOLING TOWERS

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SITE PLAN - 835

AutoCAD SHX Text N62470-20-B-0013

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AS SHOWN

AutoCAD SHX Text 05-20-0013

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TALIA BARRACO, EI

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TALIA BARRACO, EI

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JENNI REED P.E.

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TALIA BARRACO, EI

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T. BURTON, PE

AutoCAD SHX Text 09/01/20

AutoCAD SHX Text S

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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FINAL

C-22

EXISTING COOLING TOWERS TO BE ROUTED

TO SANITARY SEWER.

REFER TO SHEET C-21.

EXISTING DRAIN TO BE

ROUTED TO SANITARY SEWER.

REFER TO SHEET C-21.

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DESIGN DIR.

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SUBMITTED BY:

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CHK.

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DR.

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DES.

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CAMP LEJEUNE, NORTH CAROLINA

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MARINE CORPS BASE

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CONST. CONTR. NO.

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DEPARTMENT OF THE NAVY NAVAL FACILITIES ENGINEERING COMMAND

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SPEC.

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SIZE

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SCALE:

AutoCAD SHX Text F

AutoCAD SHX Text 80091

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CODE IDENT NO.

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PWO DRAWING NO.

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SHEET OF

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DATE:

AutoCAD SHX Text C20-0013

AutoCAD SHX Text

DRAIN SYSTEM FOR

AutoCAD SHX Text

COOLING TOWERS

AutoCAD SHX Text

SITE PLAN - 835

AutoCAD SHX Text N62470-20-B-0013

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text 05-20-0013

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

JENNI REED P.E.

AutoCAD SHX Text

TALIA BARRACO, EI

AutoCAD SHX Text

T. BURTON, PE

AutoCAD SHX Text 09/01/20

NOTES & DETAILS.pdf

Sheets and Views

1220-NOTES & DETAILS

NH100.pdf

Sheets and Views

NH100-NH100

NH100-NH100 (2)

835.pdf

Sheets and Views

835-835

835-835 (2)

File details come from the government source that posted it. Updated Sep 3, 2020.