Attachment H - Drawings 6 of 18 CIVIL.pdf

PDF 4 MB Posted

Attached to
P-332/P-334, Design-Bid-Build, Electrical Power Plant at Camp Lemonnier, Djibouti
Solicitation number
N6247023R0001
Issued by

About this file

Written by GovTribe AI ·

This package contains construction drawings and details for the P-332/P-334 Electrical Power Plant project at Camp Lemonnier, Djibouti. The drawings depict site plans, utility plans, and construction details for various site elements including fencing, drainage, fuel storage, guardrails, and manholes. Sheet indexes and titles include C-501 DETAILS, C-502 DETAILS, C-503 DETAILS, and so on, with each sheet providing dimensioned drawings and notes for specific construction components. Signatories on the drawings approve revisions on dates ranging from August 2020 to June 2023.

The related federal contract opportunity is a solicitation for the P-332/P-334 Design-Bid-Build Electrical Power Plant project at Camp Lemonnier, Djibouti. The solicitation number is N6247023R0001 and was issued by the Department of the Navy Naval Facilities Engineering Command.

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Other files

File Type Posted
N6247023R0001 Amendment 0009.pdf PDF
N6247023R0001 Amend 0008.pdf PDF
Attachment T - CE18 Electrical.pdf PDF
Attachment S - Electrical ES401 ES601.pdf PDF
N6247023R0001 Amend 0007.pdf PDF
Attachment R - P332 Elect Pwr Plnt FDA - MECH.pdf PDF
N6247023R0001 Amend 0006.pdf PDF
Revised Attachment E - Price Proposal Form_11OCT2023.pdf PDF
Attachment L - P332 Elect Pwr Plnt FDA - AE105 - ROOF PLAN.pdf PDF
Attachment K - P332 Elect Pwr Plnt FDA - AE103 - PARTIAL GROUND FLOOR PLAN - B.pdf PDF
N6247023R0001 Amend 0005.pdf PDF
Attachment N - P332 Elect Pwr Plnt FDA - AE402 - STAIR PLANS.pdf PDF
Attachment P - P332 Elect Pwr Plnt FDA - AF102 - GROUND LEVEL FINISH AND SIGNAGE PLAN - PARTIAL B.pdf PDF
Attachment Q - P332 Elect Pwr Plnt FDA - AG601 - SIGNAGE DETAILS AND SCHEDULE.pdf PDF
Attachment M - P332 Elect Pwr Plnt FDA - AE201 - EXTERIOR ELEVATIONS.pdf PDF
Attachment O - P332 Elect Pwr Plnt FDA - AF101 - GROUND LEVEL FINISH AND SIGNAGE PLAN - PARTIAL A.pdf PDF
N6247023R0001 Amend 0004.pdf PDF
N6247023R0001 Amend 0003.pdf PDF
N6247023R0001 Amend 0002.pdf PDF
Attachment J - Site Visit Log.pdf PDF
N6247023R0001 Amend 0001.pdf PDF
N6247023R0001.pdf PDF
Attachment A - Pre-Proposal Inquiry Form.xls XLS spreadsheet
Attachment H - Drawings 3 of 18 GEOTECH.pdf PDF
Attachment H - Drawings 10 of 18 FIRE PROTECTION.pdf PDF
Attachment H - Drawings 11 of 18 PLUMBING.pdf PDF
Attachment I Base Access Request Form.pdf PDF
Attachment H - Drawings 1 of 18 GENERAL.pdf PDF
Attachment B - SEC-NAV_5512_1_11787 Form.pdf PDF
Attachment H - Drawings 17 of 18 ELECTRICAL.pdf PDF
Attachment C - Construction Experience Project Data Sheet.pdf PDF
Attachment E - Price Proposal Form.pdf PDF
Attachment F - LRA Commercial Vehicle Inspection Procedures.pdf PDF
Attachment H - Specifications 1 of 3.pdf PDF
Attachment H - Drawings 7 of 18 STRUCTURAL.pdf PDF
Attachment H - Drawings 16 of 18 ELECTRICAL.pdf PDF
Attachment H - Drawings 14 of 18 MECHANICAL.pdf PDF
Attachment H - Drawings 2 of 18 LIFE SAFETY.pdf PDF
Attachment H - Drawings 18 of 18 TELECOM.pdf PDF
Attachment H - Specifications 3 of 3.pdf PDF
Attachment H - Specifications 2 of 3.pdf PDF
Attachment D - Past Performance Questionnaire (PPQ).pdf PDF
Attachment H - Drawings 12 of 18 MECHANICAL.pdf PDF
Attachment H - Drawings 9 of 18 INTERIORS.pdf PDF
Attachment H - Drawings 8 of 18 ARCHITECTURAL.pdf PDF
Attachment H - Drawings 5 of 18 CATHODIC PROTECTION.pdf PDF
Attachment H - Drawings 15 of 18 ELECTRICAL.pdf PDF
Attachment H - Drawings 13 of 18 MECHANICAL.pdf PDF
Attachment H - Drawings 4 of 18 CIVIL.pdf PDF
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DRAWFORM REVISION: 25 AUGUST 2020

CHK

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

FLAT BOTTOM DITCHD1 V-DITCHD2

C-502

PARKING BUMPERC3

BOLLARDC4

PLAN

SECTION A-A

HEADWALL DETAIL/OUTLET

PROTECTIONA3DUMPSTER ENCLOSUREA1

SECTION A-A

GROUTED SLOPE PROTECTIONB5

NOTES:

DOOR THRESHOLDB1

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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CG101

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NO SCALE

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120 THICK RIPRAP D 80 MM50 80 MM

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3:1 OR FLATTER (SEE GRADING PLANS AND ROAD CROSS SECTION)

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DO NOT COMPACT

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3:1 OR FLATTER (SEE GRADING PLANS AND ROAD CROSS SECTION)

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CG101

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NO SCALE

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RLB

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WMD

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DMP

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AS SHOWN

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DETAILS

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CS101

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NO SCALE

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CS101, C-502

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NO SCALE

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20 MIN TO 25 MAX

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MIN

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MIN

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MIN

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TOP OF REINFORCING BAR FLUSH WITH TOP OF CONCRETE

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22 HOLE

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20 REINFORCINGBAR EMBEDDED 450 INTO SUBGRADE

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2 12 BARSCONTINUOUS

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125 MIN

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MIN

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FINISHED GRADE

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CONCRETE FOOTING

AutoCAD SHX Text 200, 12 THICK,EXTRA-STRENGTH STEEL PIPE FILLED WITH CONCRETE, PAINTED ALTERNATING BLACK & YELLOW STRIPES (100 WIDE)

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40 TALL CONCRETE DOME

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25 CROWN

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120 THICK RIPRAP D 80 MM50 80 MM

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DO NOT COMPACT

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FILTER BLANKET OR GEOTEXTILE FABRIC

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RIP RAP D50

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OUTLET PROTECTION DIMENSIONS

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DIA.

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CG101

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NO SCALE

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CS102

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NO SCALE

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DUMPSTER ENCLOSURE WALL SHALL BE 2500 HIGH

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DUMPSTER NOT IN CONTRACT

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TE/EJ

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TE/EJ

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CJ

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CJ

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CJ

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CJ

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PORTLAND CEMENT CONCRETE

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FINISHED GRADE

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PAINT FINISH. SEE EXTERIOR PAINT TABLE IN SPECIFICATION SECTION 09 90 00

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12 AT 300 EACHWAY, EACH FACE

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CONT 19 CHAMBER TYP

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12 AT 300 TOPAND BOTTOM

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CG10, C-5071

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NO SCALE

AutoCAD SHX Text GROUTED RIPRAP 100MM - 150MM COBBLESTONE, 300MM THICK USE TYPE 5 CEMENT FOR GROUT

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FRONT ELEVATION

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1. CONCRETE TO BE 30 MPa MINIMUM COMPRESSIVE STRENGTH. CONCRETE TO BE 30 MPa MINIMUM COMPRESSIVE STRENGTH. 2. IF PIPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 15 . IF PIPE IS TO BE SKEWED THE OPENING WILL BE ADJUSTED TO ACCOMMODATE ANGLES UP TO 15°.3. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S DIMENSIONS SHOWN ARE MINIMUM. ACTUAL MEASUREMENTS MAY VARY WITH MANUFACTURER'S TOLERANCES. 4. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE OR SHOULDER. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE OR SHOULDER. 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR. 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT).

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16 BARS @ 300 OCEACH WAY, EACH FACE

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20 MM CHAMFER SHALL BE PROVIDED ON ALL EXPOSED EDGES

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DO NOT BEVEL INVERT

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NON SHRINK GROUT ALL AROUND

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FINISHED GRADE

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SHAPE TO BE BEVELED WITH MORTAR

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12 BARS @ 150 OCEACH WAY, EACH FACE

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AGGREGATE BASE

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COMPACT SUBGRADE

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GEOTEXTILE FABRIC

AutoCAD SHX Text STONE MASONRY BASE 70% COBBLE STONE WITH 30% CONCRETE 17Mpa

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NO SCALE

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EXTERIOR DOOR

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EXTERIOR DOOR THRESHOLD

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FFE: 10.725

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JOINT FILLER

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2% POSITIVE SLOPE

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100MM THICK EXTERIOR PAD EL: 10.712

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

TAPPING SLEEVE AND VALVEB3

C-503

CLEANOUT

D4

CAST IRON CLEANOUT BOX

C4

VALVE AND VALVE BOXA2

FIRE HYDRANT ASSEMBLYA1

WATER SERVICE CONNECTIONA3

TRENCH CROSS-SECTIONC2

DOWNSPOUT CONNECTION DETAIL

A4

MANHOLE

B1

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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WATER

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VALVE BOX

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WATERLINE

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TAPPING VALVE

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MECHANICAL JOINT

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FOR EXISTING WATER MAIN

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MECHANICAL JOINT SLEEVE

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CU101

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NO SCALE

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RLB

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WMD

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DMP

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AS SHOWN

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DETAILS

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LATERAL

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45° ELBOW

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150 CLEANOUT RISER

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THREADED PLUG

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FLOW

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PLUG AT END OF LINE

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FINISHED GRADE

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150 THICK CONCRETE COLLAR IN NON-PAVED AND PAVER AREAS (TYP.)

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WYE

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"D" FOR STORM, "S" FOR SANITARY SEWER

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PLACE BOX LEVEL ON FIRM, DRY, STABLE SUBGRADE IN NON-PAVED AREAS

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APPROXIMATE WEIGHT: 20 KG

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CG101, CU101

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NO SCALE

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NO SCALE

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CU101, C-503

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NO SCALE

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CU101

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NO SCALE

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CRUSHED ROCK OR GRAVEL DRAIN POCKET

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CONCRETE BLOCKING

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FINISHED GRADE

AutoCAD SHX Text PROVIDE 150 GATE VALVEWITH CAST IRON ROADWAY VALVE BOX FOR EACH HYDRANT CONNECTION

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GRAVEL OR CRUSHED ROCK DRAIN POCKET - COMPACT

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CONC THRUST BLOCK CAST IN PLACE

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LEAVE HYDRANT DRAIN OPEN

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115 PUMPER CONNECTION FACING SIDEWALK

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SECTION

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PLAN

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COMPACTED OR UNDISTURBED GROUND

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150 WATER LINE

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500 SQUARE CONCRETE COLLAR IN GRASS AND PAVER AREAS

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CAST IRON, ROUND HEAD BOX

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FINISHED GRADE

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CONCRETE COLLAR IN NON-PAVED AND PAVER AREAS

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CAST IRON VALVE BOX

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GATE VALVE

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WATER MAIN

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CU101

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NO SCALE

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CG101, CU101

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NO SCALE

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MAXIMUM

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NOMINAL PIPE DIA

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NON-PLASTIC PIPE

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MAXIMUM TRENCH WIDTH "W" TAKEN AT TOP OF PIPE

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BEDDING THICKNESS VARIES

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PLASTIC PIPE

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OUTSIDE

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OUTSIDE

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OUTSIDE

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FINAL

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FINAL

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FLOWABLE

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FLOWABLE

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FLOWABLE

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SPRINGLINE

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PLASTIC

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PLASTIC

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150-300 COVER

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%%C 100 TO %%C 300

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BEDDING THICKNESS

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NOMINAL PIPE DIA

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%%C 300 TO %%C 1350

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NON-PLASTIC PIPE

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MINIMUM

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WATER MAIN

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WATER SERVICE TO BUILDING (SIZE AS INDICATED)

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TAPPING SADDLE

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FINISHED GRADE

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CAST IRON VALVE BOX WITH "WATER" CAST INTO COVER

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ISOLATION BALL VALVE WITH VALVE STEM EXTENSION

AutoCAD SHX Text 28 Mpa CONCRETE COLLAR IN NON-PAVED AREAS

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CAST IRON VALVE BOX

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COPPER GOOSENECK

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40 CORPORATION STOP

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BRICK BEARING ON UNDISTURBED EARTH

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900 (MIN)

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40 X 50 REDUCING FITTING

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VARIES

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150 DIA. PVC PIPE

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DOWNSPOUT

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CAST IRON DOWNSPOUT SHOE

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(NEENAH R-4925-F OR APPROVED EQUAL)

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FINISHED GRADE

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150 90° PVC ELBOW

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100 DIA. PVC PIPE

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MANUFACTURER'S STANDARD

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TRANSITIONAL COUPLING

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150 DIA. PVC PIPE

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150 45° PVC ELBOW

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200 X 150 45° PVC WYE

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100 AIR GAP FOR OVERFLOW

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CG101

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NO SCALE

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BUILDING WALL

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200 DIA PVC PIPE

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200 X 150 45° PVC WYE

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150 45° PVC ELBOW

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200 DIA PVC PIPE

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FOOTING

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POLYWRAP ALL NON-PLASTIC PIPE

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CG101

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NO SCALE

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PLAN

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CONCRETE

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CROWN OF INLET AND OUTLET PIPES TO BE AT SAME ELEVATION

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TOP OF BENCH AT CROWN OF PIPES

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FLOW

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FLOW

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25 THICK CEMENT MORTAR FINISH IN OPEN GUTTER

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ROUNDED ENTRANCE

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INV. ELEV. OF M.H. IS INV. ELEV. OF OUTLET

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25 THICK GROUT

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FINISHED GRADE

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200 THICK CONCRETE WALLS TO BE 300 THICK FOR PORTION BELOW 3.650 DEPTH

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CONCRETE FOOTING

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12 BARS AT300 O.C., E.W. 75 MIN. CLEAR

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MODIFY OPEN GUTTER TO SUIT PIPES

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SQUARE FOOTING MAY BE USED IF DESIRED

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GUTTER

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BENCH

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BENCH

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SLOPE 0.08 M/M

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MANHOLE STEP

MANHOLE FRAME AND COVER

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

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EPROJECT NO.:

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

C-504

GRAPHIC SCALE

FUEL UNLOADING AREA PLAN DETAILC1

SECTION THROUGH LOADING / UNLOADING

B2

POST INDICATOR VALVE PIT DETAILB4

SECTION THROUGH UTILITY TRENCH AND TRENCH DRAINA1

SPEED TABLEC4

CONTAINMENT CURBA4

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SLOPE DOWN

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GRADED CRUSHED AGGREGATE BASE COURSE

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COMPACTED SUBGRADE

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SLOPE DOWN

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REINFORCED CONCRETE EQUIPMENT PAD

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GRADED CRUSHED AGGREGATE BASE COURSE

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GEOTEXTILE FABRIC

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FABRIC REINFORCED GEOMEMBRANE LINER

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150 BEDDING LAYER

AutoCAD SHX Text B2

AutoCAD SHX Text C-504

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OFF-LOADING STATION EQUIPMENT PAD

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TE/EJ

AutoCAD SHX Text 32M

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CONCRETE CURB

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TE/EJ

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CJ/KJ

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TE/EJ

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TE/EJ

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TE/EJ

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SPEED TABLE

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SPEED TABLE

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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TE/EJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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TE/EJ

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TE/EJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

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CJ/KJ

AutoCAD SHX Text

CJ/KJ

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text R

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TE/EJ

AutoCAD SHX Text

TC 11.450

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FL 11.300

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TC 11.350

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FL 11.200

AutoCAD SHX Text 11.200

AutoCAD SHX Text

TC 11.450

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FL 11.300

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TC 11.350

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FL 11.200

AutoCAD SHX Text 11.200

AutoCAD SHX Text

TC 11.350

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FL 11.040

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TC 11.350

AutoCAD SHX Text

FL 10.960

AutoCAD SHX Text

RIM 10.880

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TC 11.350

AutoCAD SHX Text

FL 11.040

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TC 11.350

AutoCAD SHX Text

FL 11.040

AutoCAD SHX Text

TC 11.350

AutoCAD SHX Text

FL 11.040

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TC 11.350

AutoCAD SHX Text

FL 10.960

AutoCAD SHX Text 11.200

AutoCAD SHX Text 11.200

AutoCAD SHX Text

TC 11.350

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TC 11.350

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TC 11.350

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FL 11.200

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TC 11.450

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FL 11.300

AutoCAD SHX Text 11.150

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TC 11.350

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FL 11.200

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200 AGGREGATE BASE COURSE

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COMPACTED SUBGRADE

AutoCAD SHX Text 150x150-WM13xWM13 WELDED WIRE REINFORCEMENT

AutoCAD SHX Text 25 SMOOTH DOWEL BARS 500 LONG @ 300 ON CENTER LIGHTLY OILED ONE-HALF PRIOR TO CONCRETE PLACEMENT

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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RLB

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WMD

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DMP

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AS SHOWN

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AutoCAD SHX Text 14124406

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DETAILS

AutoCAD SHX Text Spell checked by BLAKE.BELDIN on 07/14/2022 11:30am

AutoCAD SHX Text 50mm x 50mm FIBERGLASS GRATING

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CUT OUT FIBERGRATE TO ACCOMMODATE POST INDICATOR

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POST INDICATOR VALVE

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200 MM HDPE PIPE

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COMPACTED SUBGRADE

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FINISHED GRADE

AutoCAD SHX Text NOTES: 1. RISER TO BE FACTORY JOINED TO RISER TO BE FACTORY JOINED TO DRAIN PIPE. 2. ATTACH RISER AND PIV TO WALL WITH ATTACH RISER AND PIV TO WALL WITH STAINLESS STEEL PIPE SUPPORTS.

AutoCAD SHX Text

AutoCAD SHX Text 1:30

AutoCAD SHX Text 1.5

AutoCAD SHX Text 3.0m

AutoCAD SHX Text 1.0

AutoCAD SHX Text 2.0

AutoCAD SHX Text 0.5

AutoCAD SHX Text

CS101

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SCALE: NTS

AutoCAD SHX Text C-504

AutoCAD SHX Text

SCALE: 1:30

AutoCAD SHX Text

CG101

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SCALE: NTS

AutoCAD SHX Text

CS101

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NO SCALE

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WATER STOP

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#4 CONTINUOUS

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MECHANICAL RADIATORS

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COOLANT PIPING

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FUEL UTILITY TRENCH

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TRENCH DRAIN

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SIDEWALK

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SIDEWALK

AutoCAD SHX Text 2%

AutoCAD SHX Text 2%

AutoCAD SHX Text 1%

AutoCAD SHX Text 1%

AutoCAD SHX Text C-504

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SCALE: NTS

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200 MM HDPE PIPE

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FLOW

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FLOW

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CONCRETE PAVEMENT SECTION

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CS101, C-504

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SCALE: NTS

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MATCH RIM ELEVATION TO SECONDARY CONTAINMENT DIKE ELEVATION

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FLOW

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75 INITIAL

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75 INITIAL

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1000 COVER MIN

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GRADE

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IDENTIFICATION TAPE

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CONTROL WIRING

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150 RFP

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90 SCHEDULE 40 ASTM 53 STEEL

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SECTION A-A

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(TYP)

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(TYP)

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1643338

JWH/SCN

RICHARD STEPHENS

SEK

DPS

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SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

SECURITY CHAINLINK DOUBLE SWING GATEA1

TYPICAL CHAINLINK FENCEC1

C-505

PERSONNEL SWING GATEC3

GATE HINGE DETAILC5

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

AutoCAD SHX Text

POST CAP

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10 MM DIA TRUSS ROD

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LINE POST

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CHAIN LINK FENCE FABRIC

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CORNER, END OR PULL POST

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FINISHED GRADE

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TENSION WIRE

AutoCAD SHX Text NOTES: 1. GROUND FENCE IN ACCORDANCE WITH SPECIFICATION. GROUND FENCE IN ACCORDANCE WITH SPECIFICATION. 2. DETAILS ARE TO CLARIFY REQUIREMENTS BUT ARE NOT DETAILS ARE TO CLARIFY REQUIREMENTS BUT ARE NOT INTENDED TO LIMIT OTHER FENCE SECTIONS AND METHODS OF INSTALLATION SPECIFIED. 3. FABRIC TIES 9-GAUGE STEELFABRIC TIES 9-GAUGE STEEL

AutoCAD SHX Text

BRACE RAILS 41 MM O.D. GALVANIZED

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63 MM O.D. GALVANIZED LINE POST

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76 MM O.D. GALVANIZED TERMINAL OR END POST

AutoCAD SHX Text

BARBED WIRE SECTION (PERIMETER FENCE ONLY)

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TIE WIRES (TYP) ALONG TOP AND POSTS

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BRACE RAILS

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10 DIA TRUSS ROD

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LINE POST

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POST CAP

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TENSION WIRE

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BRACE RAILS

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10 MM DIA TRUSS ROD

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LINE POST

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CONCRETE

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GATE HINGE WITH OPPOSING BARREL PINS. SEE DETAILS THIS SHEET (TYP)

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GATE HINGE WITH OPPOSING BARREL PINS

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GATE LATCH

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DROP BAR

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CHAIN LINK FABRIC

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PROVIDE CONCRETE FOOTING. DIAMETER OF FOOTING SHALL BE 4X POST DIAMETER (TYP)

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TIE WIRES (TYP) ALONG TOP RAILS AND POSTS

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GATE POST (TYP)

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10 MM DIA TRUSS ROD (TYP)

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GATE UPRIGHT FOR FRAME (TYP UON)

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CS101

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NO SCALE

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CS101

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NO SCALE

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50.8 MESH X 9 GA ALUMINUM COATED OR GALVANIZED

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TENSION WIRE

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TENSION WIRE

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TENSION WIRE

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MESH OPENING 50 MM MAX

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TWISTED AND BARBED SELVAGE TOP & BOTTOM

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STEEL BARBED-TAPE

AutoCAD SHX Text R11-2 GATE CLOSED RETROREFLECTIVE SIGN TWO SIGNS PER GATE, ONE FOR IN-BOUND APPROACH, ONE FOR OUT-BOUND APPROACH.

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TWISTED AND BARBED SELVEGE TOP & BOTTOM

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RLB

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WMD

AutoCAD SHX Text

DMP

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AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 14124407

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text Spell checked by BLAKE.BELDIN on 07/14/2022 11:32am

AutoCAD SHX Text

CS101

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NO SCALE

AutoCAD SHX Text

ELECTRO-MECHANICAL LOCK

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POST CAP

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6 MM STEEL PLATE

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GATE HINGE WITH OPPOSING BARREL PINS

AutoCAD SHX Text

76 MM O.D. GALVANIZED POST

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OPPOSING BARREL

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HINGE PIN AND PLATE

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OPPOSING BARREL

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HINGE PIN AND PLATE

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GATE POST

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GATE LEAF

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POST

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FENCE POST

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HINGE ASSEMBLY

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STANDARD U-BOLT

AutoCAD SHX Text C-505

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

STANDARD U-BOLT

AutoCAD SHX Text

PANIC BAR (EGRESS SIDE ONLY)

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AUTOMATIC GATE CLOSER

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25 MM DIA PVC PIPE

AutoCAD SHX Text RETROREFLECTIVE SIGN WITH ALTERNATING RED & WHITE STRIPES. (SIGN ON BOTH SIDES OF GATE LEAFS)

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COMPACT SAND

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ESS GATE SENSOR

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MIN #6 AWG, STRANDED

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EXOTHERMIC WELD

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MIN #6 AWG, STRANDED

AutoCAD SHX Text

SEE GROUNDING DETAIL SHEET EG501

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SEE GROUNDING DETAIL SHEET EG501

AutoCAD SHX Text

1. FENCE GROUNDING SHALL OCCUR AT EACH FENCE GROUNDING SHALL OCCUR AT EACH CHANGE IN DIRECTION AND NO GREATER THAN 195M ALONG STRAIGHT SEGMENTS. 2. GROUNDING OF GATES, VEHICLE AND GROUNDING OF GATES, VEHICLE AND PEDESTRIAN, SHALL OCCUR AT GATE POST. 3. GATES MUST BE BONDED TO THE GATES MUST BE BONDED TO THE GROUNDING CONDUCTOR, JUMPER, OR FENCE. BURIED BONDING JUMPER MUST BE USED TO BOND ACROSS A GATE. 4. BARBED WIRE STRANDS MUST BE BONDED BARBED WIRE STRANDS MUST BE BONDED TO THE ROUNDING CONDUCTOR, JUMPER OR FENCE.

GROUNDING NOTES

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1643338

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CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

C-506

SPLASH BLOCKA2

SANITARY SEWER DROP MANHOLEB1

SILT FENCEA4

TEMPORARY CONSTRUCTION ENTRANCEC3

CATCH BASINA1

FRAME AND GRATEC4

MANHOLE FRAME AND COVERA3

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SATISFACTORY TO

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APPROVED

AutoCAD SHX Text

ACTIVITY

AutoCAD SHX Text

DATE

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FOR COMMANDER NAVFAC

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

A/E INFO

AutoCAD SHX Text

RLB

AutoCAD SHX Text

WMD

AutoCAD SHX Text

DMP

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

AutoCAD SHX Text 14124408

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text Spell checked by BLAKE.BELDIN on 07/14/2022 11:34am

AutoCAD SHX Text

CS101, CG101

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

%%UPLAN

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AutoCAD SHX Text

DOWNSPOUT

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AutoCAD SHX Text

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FINISHED GRADE

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PRECAST CONCRETE SPLASHBLOCK

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EDGE OF BUILDING

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MIN

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CONCENTRIC OR ECCENTRIC SECTIONS MAY BE USED

AutoCAD SHX Text

RISER RING AND/OR BRICK

AutoCAD SHX Text

SEE PLANS FOR PIPE MATERIAL

AutoCAD SHX Text USE MIN. OF TWO "C" CLAMP TO SECURE SEWER PIPE TO MANHOLE WALL. CLAMPS TO BE SPACED MAX. OF 450 APART VERTICALLY

AutoCAD SHX Text INSTALL GALVANIZED CHANNEL STEEL SPACER BETWEEN SEWER DOWN PIPE & INSIDE OF MANHOLE WALL (SEE DETAIL)

AutoCAD SHX Text

ANGLE THIS BEND 20° OR 30°TOWARD DOWN STREAM

AutoCAD SHX Text

REINFORCED CONCRETE FOOTING

AutoCAD SHX Text

SET IN CONCRETE BEFORE INITIAL SET HAS BEEN REACHED

AutoCAD SHX Text

235 (FOR 150 PIPE)

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235 (FOR 150 PIPE)

AutoCAD SHX Text

PLUG

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20 DIA HOLE FOR 19 "C" CLAMP

AutoCAD SHX Text

CHANNEL STEEL C3X5

AutoCAD SHX Text

1500 RADIUS

AutoCAD SHX Text

GALVANIZED HEAVY NUT

AutoCAD SHX Text

19 -10 UNC THREADS THREADS X 75 LG

AutoCAD SHX Text

HEAVY GALVANIZED PLAIN WASHER

AutoCAD SHX Text NOTE: REINFORCED CONCRETE FOOTING REQUIRED WHEN MANHOLE IS OVER 3.5m.

AutoCAD SHX Text

DETAIL OF "C" CLAMP

AutoCAD SHX Text

SPACER DETAIL

AutoCAD SHX Text

GALVANIZED "C" CLAMP AFTER CUTTING THREADS

AutoCAD SHX Text

CU101

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SF

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1. SET THE STAKES.

AutoCAD SHX Text

3. STAPLE FILTER FABRIC TO STAKES AND

AutoCAD SHX Text

EXTEND INTO THE TRENCH.

AutoCAD SHX Text

2. EXCAVATE A 100 X 100 TRENCH UPSLOPE

AutoCAD SHX Text

%%UFLOW

AutoCAD SHX Text

NOTE: POINTS A SHALL BE HIGHER THAN POINT B

AutoCAD SHX Text

4. BACKFILL AND COMPACT

AutoCAD SHX Text

THE EXCAVATED SOIL.

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ALONG THE LINE OF STAKES.

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

%%UFLOW

AutoCAD SHX Text

900 MAX

AutoCAD SHX Text A

AutoCAD SHX Text

1.500 MAXIMUM

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%%UFLOW

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT)

AutoCAD SHX Text

CE

AutoCAD SHX Text 3.000

AutoCAD SHX Text 15.000

AutoCAD SHX Text 3.500

AutoCAD SHX Text 3.000

AutoCAD SHX Text

%%UNOTE%%U:

AutoCAD SHX Text LOCATION OF CONSTRUCTION ENTRANCE MAY VARY DURING CONSTRUCTION. COORDINATE LOCATION WITH THE CONTRACTING OFFICER.

AutoCAD SHX Text

ENTRANCE FLARE WHERE INDICATED

AutoCAD SHX Text

150 THICK LAYER AGGREGATE OVER 50 MM WOVEN GEOTEXTILE FABRIC

AutoCAD SHX Text

CE101

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

DRAINAGEWAY INSTALLATION (FRONT ELEVATION)

AutoCAD SHX Text

SHEET FLOW INSTALLATION (PERSPECTIVE VIEW)

AutoCAD SHX Text

CE101

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

EDGE OF EXISTING ROADWAY PAVEMENT

AutoCAD SHX Text

CG101

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

150 WATERSTOP, CONTINUOUS

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16 @ 300 OC EACH WAYPROVIDE 37 CL

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ROUNDED ENTRANCE

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PORTLAND CEMENT CONCRETE

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FRAME AND GRATE

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16 DOWELS TO MATCHWALL REINFORCEMENT

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16 @ 300 OC EWMIDDLE OF SLAB

AutoCAD SHX Text

AGGREGATE BASE

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* 300 FOR BASINS 300 FOR BASINS GREATER THAN 1.5 UP TO 3.0 DEPTH

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

(TYP)

AutoCAD SHX Text A

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text

PLAN-FRAME

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PLAN-GRATE

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NOTE: FRAME AND GRATE SHALL BE CAPABLE OF SUPPORTING A 4000 KG LIVE LOAD

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text A

AutoCAD SHX Text

STR ID

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INTERIOR DIMENSION

AutoCAD SHX Text

COMPACT SUBGRADE

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text C-506

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

FRAME AND COVER

AutoCAD SHX Text S E W E R

AutoCAD SHX Text DESIGN NO. B-1800 BLOCK TYPE COVER (DEWEY BROTHERS) C21 (CAPITAL FOUNDRY) OR APPROVED EQUAL WITH SEWER DESIGNATION

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text C-503, C-506

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text CAST-IN-PLACE MANHOLE IS OPTIONAL. CONSTRUCT TO MEET INTERIOR DIAMETER. PROVIDE SHOP DRAWINGS OF DIMENSIONS AND REINFORCEMENT.

CAST-IN-PLACE MANHOLE IS OPTIONAL. CONSTRUCT TO MEET INTERIOR DIAMETER. PROVIDE SHOP DRAWINGS OF DIMENSIONS AND REINFORCEMENT.

W W

W W

W

CWSCWSCWSCWSCWSCWS

CW

S

CW

S

CW

S

CWS CWS CWS CWS CWS CWS

CWRCWRCWRCWRCWRCWRCWR

CW

RCW

R

CWR CWR CWR CWR CWR CWR CWR

CWRCWRCWRCWR

CWR

CW

R

CW

R

CWR

CW

R

CW

S

CW

S

CW

S

CW

S

CWR CWR CWR CWR

CWSCWSCWSCWSCWS

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

S

CW

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CWS CWS CWS CWS CWS

CW

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CW

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CW

S

CW

S

CW

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CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

CW

R

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1643338

JWH/SCN

RICHARD STEPHENS

SEK

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

C-507

UNDERGROUND CONTAINMENT TANKA1

A A

SECTIONC3

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ENTRANCE ROAD

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TRENCH DRAIN

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SOUND WALL

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SIDEWALK W/ THICKENED EDGE 300MM DEEP

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FLAT BOTTOM DITCH

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1% SLOPE

AutoCAD SHX Text STAINLESS STEEL PIPERAIL WITH MIDRAIL, 38 MM DIA. (NOMINAL). MIN 75MM MOUNTING DEPTH INTO THICKENED EDGE. INSTALL PIPERAIL INTO SIDEWALK WITH 100 MM CLEARANCE BETWEEN OUTLET DIAMETER OF PIPERAIL AND EDGE OF SIDEWALK

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INSTALL GUARDRAIL ADJACENT TO SOUNDWALL. GUARDRAIL SHALL NOT EXTEND INTO ROAD

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225 THICK INBOUND AGGREGATE

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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RLB

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WMD

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DMP

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AS SHOWN

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DETAILS

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CS101

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PART DESCRIPTION

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DOUBLE WALL FIBERGLASS TANK

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AutoCAD SHX Text STAINLESS STEEL ANTI-FLOATATION SYSTEM WITH HOLD DOWN STRAP AND TURNBUCKLE ASSEMBLY

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WATER TIGHT ACCESS COVER

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750 FRP OPENING

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INLET PIPE CONNECTION TO MANHOLE SEE PLUMBING FOR CONTINUATION

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100 NPT SERVICE FITTING

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100 PVC VENT PIPE

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INTERSTITIAL SPACE ACCESS SUMP AND MONITORING PIPE FOR MANUAL MONITORING ACCESS

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750 RIBBED PVC RISER WITH FRP LID

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AutoCAD SHX Text FOR TANKS WITH A CAPACITY GREATER THAN 18,900 L PROVIDE A SECONDARY 750 RIBBED PVC RISER WITH WATER TIGHT ACCESS COVER AND 900 ROUND MANHOLE

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900 ROUND MANHOLE COVER AND FRAME

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300 TANGENTIAL FULL BOTTOM DRAIN NOZZLE WITH FLEXIBLE CONNECTOR

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AutoCAD SHX Text INDEPENDENT LEVEL ALARM SYSTEM WITH MECHANICALLY ACTUATED FLOAT ASSEMBLIES LOW LEVEL, AND LOW-LOW LEVEL SETPOINTS

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PVC HEADER PIPE

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INVERT: 9.0M

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CONCRETE PAVEMENT

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SUPPLY AND RETURN RADIATOR COOLING PIPES

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INVERT: 9.0M

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SUPPLY AND RETURN RADIATOR COOLING PIPES

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SECTION A-A

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PLAN

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NO SCALE

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C-502

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1643338

JWH/SCN

RICHARD STEPHENS

SEK

DPS

D E

P A

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A V

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

C-508

W-BEAM GUARD RAILA1

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AutoCAD SHX Text 3.048

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3.810 OR 7.620

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AutoCAD SHX Text 17 X 25

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AutoCAD SHX Text 152 X 203 X 356

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64 MIN.

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95 MAX

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33 OR 37

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AutoCAD SHX Text 737±25

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610 MIN.

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610, INCREASE POST LENGTH 305 MINIMUM.

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102 MIN.

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102 MIN.

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102 MIN.

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38 MIN.

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3.810 OR 7.620. THESE

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45.720 SHALL BE

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2134 AND 2286 LONG FOR

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16 X 457 LONG POST BOLT AND NUT

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16 X 254 LONG POST BOLT AND NUT

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AutoCAD SHX Text 533±

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AutoCAD SHX Text 12 X 76 X 70

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1.1 KG/SQ. M)

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76 LONG,

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51 LONG SPLICE BOLTS.

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76 MIN.

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AutoCAD SHX Text 191±

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318 LAP

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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RLB

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WMD

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DMP

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AS SHOWN

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AutoCAD SHX Text 14124410

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DETAILS

AutoCAD SHX Text Spell checked by BLAKE.BELDIN on 07/14/2022 11:38am

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CS101

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NO SCALE

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1643338

JWH/SCN

RICHARD STEPHENS

SEK

DPS

D E

P A

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TM

E N

T O

F

TH

E N

A V

Y

A

B

C

D

1 2 3 4 5

1 2 3 4 5

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DRAWFORM REVISION: 25 AUGUST 2020

CHK

OF

EPROJECT NO.:

PM/DM

BRANCH MANAGER

DESIGN DIRECTOR

FIRE PROTECTION

C-509

STORMWATER CATCHMENT AND FLUMEA1

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TOP VIEW

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FRONT VIEW

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SIDE VIEW

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DE-ENERGIZER TYP. FOR 5

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300 HIGH WALL

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SOUND WALL APPROX. 100MM THK

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FLOW

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SOUND WALL

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100 THICK AGGREGATE MULCH

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300MM HIGH WALL

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DE-ENERGIZER

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RESET EXISTING RIP-RAP W/MORTAR

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COMPACT SUBGRADE

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150 THICK AGGREGATE BASE COURSE

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100 THICK PORTLAND CEMENT CONCRETE BROOM FINISH SURFACE

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SECTION A-A

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SECTION B-B

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SECTION C-C

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COMPACT SUBGRADE

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RESET EXISTING RIP-RAP W/MORTAR

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150 THICK AGGREGATE BASE COURSE

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DE-ENERGIZER TYP. FOR 5

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SOUND WALL

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AGGREGATE MULCH

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AGGREGATE BASE COURSE

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100 THICK PORTLAND CEMENT CONCRETE

AutoCAD SHX Text d12 DOWELS WITH STD 90 HOOK

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12 AT 200, VERT

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12 AT 200, CONT

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AutoCAD SHX Text d10 TIES

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SATISFACTORY TO

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APPROVED

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ACTIVITY

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DATE

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FOR COMMANDER NAVFAC

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SEAL

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A/E INFO

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RLB

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WMD

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DMP

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AutoCAD SHX Text 14124411

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DETAILS

AutoCAD SHX Text Spell checked by BLAKE.BELDIN on 07/14/2022 11:38am

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CS101

NO SCALE

Sheets and Views
C-501 DETAILS
C-502 DETAILS
C-503 DETAILS
C-504 DETAILS
C-505 DETAILS
C-506 DETAILS
C-507 DETAILS
C-508 DETAILS
C-509 DETAILS
2022-12-15T09:02:42-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:05-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:05-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:06-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:07-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:07-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:08-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:09-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:09-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:03:51-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:04:09-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:04:10-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:04:11-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:04:12-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:04:12-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:04:13-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:04:14-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2022-12-15T09:04:15-0500
Virginia Beach
Robert L. Burkholder
I, Robert L. Burkholder, am signing to approve this document.
2023-06-08T13:52:56-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:02-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:03-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:03-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:04-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:04-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:05-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:05-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:06-0400
CDR Sandranell Moerbe, PWO CLDJ
by memo dated 7 June 2023
2023-06-08T13:53:37-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.
2023-06-08T13:54:01-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.
2023-06-08T13:54:02-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.
2023-06-08T13:54:02-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.
2023-06-08T13:54:03-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.
2023-06-08T13:54:04-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.
2023-06-08T13:54:04-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.
2023-06-08T13:54:05-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.
2023-06-08T13:54:06-0400
Rick Stephens
I, Rick Stephens, am signing to approve this document.

File details come from the government source that posted it. Updated .