Attachment B 1731795 CI-002_Drawings .pdf

PDF 11 MB Posted Aug 26, 2024

Attached to: CI-002 REPLACE OWS AND MOVE OUT OF FLOOD ZONE
Solicitation number: N4008524R2848
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 26, 2024

This document appears to be Attachment B, which contains technical drawings related to solicitation N4008524R2848 for the project "CI-002 REPLACE OWS AND MOVE OUT OF FLOOD ZONE". The solicitation is issued by the Department of the Navy Naval Facilities Engineering Command (NAVFAC) for a contract to replace the oil-water separator (OWS) and relocate it out of a flood zone. The technical drawings provide details on the existing site conditions and the proposed design for the OWS replacement and relocation. No additional information is provided in this document about the required products or services, response dates, pricing terms, or other key solicitation details.

View the file

Other files

File	Type	Posted
Amendment 0001.pdf	PDF	Sep 11, 2024
1731795-DWGS (REVISION 1).pdf	PDF	Sep 11, 2024
Attachment L- Site Visit Log CI-002.pdf	PDF	Aug 29, 2024
Attachment L- Site Visit Log CI-002.pdf	PDF	Aug 29, 2024
Attachment F - Pre-Proposal Inquiry (PPI) Form.xlsx	XLSX spreadsheet	Aug 26, 2024
Attachment K - Additional Clauses and Provisions.pdf	PDF	Aug 26, 2024
Attachment I - Acknowledgement of Amendment(s).pdf	PDF	Aug 26, 2024
Attachment H - Supplementary Instructions to Offerors.pdf	PDF	Aug 26, 2024
Attachment J - Provision 52.204-24.pdf	PDF	Aug 26, 2024
Attachment G - PIEE SOLICITATION VENDOR ACCESS INSTRUCTIONS.pdf	PDF	Aug 26, 2024
Attachment C General Decision Number pdf.pdf	PDF	Aug 26, 2024
Attachment D SECNAV 5512.pdf	PDF	Aug 26, 2024
RFP -General requirements CI-002 docx.pdf	PDF	Aug 26, 2024
Attachment A 1731795-CL-002- Specifications.pdf	PDF	Aug 26, 2024
Attachment E - ODP.xlsx	XLSX spreadsheet	Aug 26, 2024

Show all 15

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:4 0:

M c:

\U se rs \a nd re w .d

.b ut le r2

\D oc um en ts \O

W S-

S- R

_a nd re w .d

.b ut le r2

.rv t

S-001

E O

W S

M O

U T

O F

O D

Z O

N E

U C

N S

N O

BSH

12,910,683

ADB ADB

LUU PHU, P.E.

1731795

N/A

N O

, V

O N

N O

JOHN MILLER, P.E.

JAMES SMITH, R.A.

S-

LEX LELAND

GENERAL NOTES

1 SUBMIT PRODUCT DATA FOR GOVERNMENT APPROVAL PRIOR TO

ORDERING. ALL ANCHORS MUST BE SUITABLE AND INDEPENDENTLY

TESTED FOR USE IN CRACKED AND UNCRACKED CONCRETE.

2 FOLLOW MANUFACTURER’S RECOMMENDATIONS INCLUDING THOSE FOR

SAFE HANDLING, MIXING, PLACEMENT, AND CURING OF ADHESIVE.

3 CHEMICAL ANCHORS MUST BE A TWO-COMPONENT, 100% SOLIDS EPOXY

BASED SYSTEM SUPPLIED IN MANUFACTURER’S STANDARD CARTRIDGE

AND DISPENSES THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY THE

MANUFACTURER. ANCHORING ADHESIVE MUST HAVE BEEN TESTED AND

QUALIFIED FOR SEISMIC LOADING, DAMP HOLES, FREEZE THAW

CONDITIONS, AND FOR CRITICAL AND MINIMUM EGE DISTANCE AND

SPACING.

4 EPOXY MUST MEET THE MINIMUM REQUIREMENTS OF ASTM C881 FOR TYPE

I, II, IV, AND V, GRADE 3, CLASS B AND C ANCHORS.

ADHESIVE THREADED ANCHOR NOTESDESIGN CRITERIA

1 STRUCTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH DRAWINGS

OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. VERIFY REQUIREMENTS

OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS,

HOLES AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK

AS WELL AS TO BE TEMPORARILY DISCONNECTED AND RECONNECTED TO

ALLOW FOR THE INSTALLATION OF THE STRUCTURAL WORK.

2 THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH SAFETY

PRECAUTIONS AND REGULATIONS DURING THE WORK. THE STRUCTURAL

ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION AS TO SAFETY

PRECAUTIONS AND PROGRAMS.

3 PROVIDE ALL TEMPORARY SHORING, TEMPORARY SUPPORTS, GUYING AND

BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER

ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN

COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND

INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS,

ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

4 THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE METHODS,

TECHNIQUES, AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK.

SUPERVISION OF WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

5 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.

WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, USE SIMILAR DETAILS

OF CONSTRUCTION, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER.

6 ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS

TO BE FIELD ERECTED MUST BE SUPERVISED BY THE SUPPLIER DURING

MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN

ACCORDANCE WITH THE SUPPLIER’S INSTRUCTIONS AND REQUIREMENTS.

7 LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF

CONSTRUCTION MUST NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF

STRUCTURAL MEMBERS. LIVE LOADINGS USED IN DESIGN OF THIS

STRUCTURE ARE INDICATED IN "DESIGN CRITERIA NOTES". DO NOT APPLY

ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY

CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.

8 ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF

THESE STANDARDS, UNLESS OTHERWISE NOTED.

9 SHOP DRAWINGS AND OTHER ITEMS MUST BE SUBMITTED FOR REVIEW BY

THE GENERAL CONTRACTOR PRIOR TO FABRICATION. ALL SHOP DRAWINGS

MUST BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL.

THE REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND

GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE

REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE

RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE THE SHOP

DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY

RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE

PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES,

DETAILS, DIMENSIONS, ETC. ANY PROPOSED CHANGES MUST BE SUBMITTED

IN A LETTER OR DETAIL TO THE CONTRACTING OFFICER FOR APPROVAL.

10 IN NO CASE MAY REPRODUCTION OF THE CONTRACT DRAWINGS BE USED

AS SHOP DRAWINGS. SUBCONTRACTOR / FABRICATOR MUST PROVIDE

INDEPENDENTLY CREATED DRAWINGS BASED ON THE PLANS AND DETAILS.

11 CONTRACTOR MUST VISIT THE SITE PRIOR TO BID TO ASCERTAIN

CONDITIONS WHICH MAY ADVERSELY AFFECT THE WORK OR COST

THEREOF.

12 FIELD VERIFY DIMENSIONS, ELEVATIONS, INTERFERENCES AND OTHER

REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND

ALIGNMENT OF NEW PORTIONS OF THE STRUCTURE TO EXISTING. MAKE ALL

MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF

STRUCTURAL MEMBERS. DISCREPANCIES MUST BE BROUGHT TO THE

ATTENTION OF THE CONTRACTING OFFICER PRIOR TO ORDERING

MATERIALS OR BEGINNING WORK (CONSTRUCTION OR DEMOLITION).

13 ALL ITEMS NOTED TO BE DEMOLISHED OR REMOVED WILL BECOME THE

CONTRACTOR'S PROPERTY, UNLESS NOTED OTHERWISE. DISPOSITION OF

THE ITEMS / MATERIALS IS THE RESPONSIBILITY OF THE CONTRACTOR AND

MUST ADHERE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL

REGULATIONS.

14 TAKE CARE NOT TO DAMAGE THE EXISTING STRUCTURE. WHERE EXISTING

CONSTRUCTION IS DAMAGED BY THE CONSTRUCTION REQUIRED BY THESE

DOCUMENTS, REPAIR THE DAMAGE ITEM(S) WITH MATERIALS TO MATCH

THE ADJACENT MATERIAL, TEXTURE, AND COLOR.

1 THE STRUCTURAL WORK TO BE PERFORMED UNDER THIS CONTRACT HAS

BEEN DESIGNED TO THE APPLICABLE DESIGN STANDARD AND / OR CRITERIA

OF THE FOLLOWING, UNLESS NOTED OTHERWISE:

A. ACI 318-14, “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”

B. ANSI/AISC 360-16, “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”

C. ASCE 7-16, “MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES”

D. UFC 1-200-01 (08 OCTOBER 2019, CH1 01 OCTOBER 2020), “DOD BUILDING

CODE”

E. UFC 3-301-01 (01 OCTOBER 2019), "STRUCTURAL ENGINEERING"

F. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF

THESE STANDARDS AT THE CONTRACT AWARD DATE

2 THE LATERAL LOAD RESISTING SYSTEM FOR THE OIL WATER SEPERATOR

TANK CONSISTS OF GRADE BEAMS UNDER A SHALLOW SPREAD FOOTING WITH

WIDE FLANGE AND ANGLE STRUCTURAL STEEL COLUMNS AND BRACES. THESE

ELEMENTS PROVIDE FOR THE LATERAL STRENGTH AND STABILITY OF THE

PREFABRICATED TANK.

3. LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:

A. OWS TANK LOADS

- FULL WEIGHT = 150,000 LBS

- EMPTY WEIGHT = 42,000 LBS

B. SEISMIC LOADS

- SOIL SITE CLASS = II

- SEISMIC SITE CLASS = D

- ULTIMATE SEISMIC BASE SHEAR = 8.5K

C. WIND SPEEDS (NOMINAL, ULTIMATE) = 92, 118 MPH

D. SNOW LOAD (GROUND) = 10 PSF

STRUCTURAL STEEL

1 ALL STRUCTURAL STEEL MUST CONFORM TO THE FIFTEENTH EDITION OF

THE ALLOWABLE STRESS DESIGN "STEEL CONSTRUCTION MANUAL" OF

THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).

2 UNLESS OTHERWISE NOTED, ALL MATERIALS MUST BE IN ACCORDANCE

WITH THE FOLLOWING ASTM SPECIFICATIONS:

MEMBER, ALL GALVANIZED ASTM MIN. STRENGTH

W-SHAPES A992 (GRADE 50) / A572 50 KSI

OTHER ROLLED PLATES / SHAPES A36 36 KSI

CONNECTION BOLTS A325 (TYPE I) 60 KSI

NUTS A563 (GRADE TO MATCH BOLT)

WASHERS F436

ANCHOR BOLTS / THREADED F1554 36 KSI

STAINLESS STEEL (SS) MEMBER ASTM

SS BOLTS F593 (TYPE 316)

SS NUTS F594 (TYPE 316)

SS WASHER ANSI B18.22.1 (TYPE A PLAIN)

(FOR DIMENSIONAL REQUIREMENTS)

3 HIGH STRENGTH BOLTS AND NUTS MUST BE SHIPPED TOGETHER IN THE

SAME SHIPPING CONTAINER. FASTENER COMPONENTS MUST BE

PROTECTED FROM DIRT AND MOISTURE IN CLOSED CONTAINERS AT THE

SITE OF THE INSTALLATION. FASTENER COMPONENTS THAT ARE NOT

INCORPORATED INTO THE WORK MUST BE RETURNED TO PROTECTED

STORAGE AT THE END OF THE WORK SHIFT. HIGH STRENGTH BOLTS MAY

BE TIGHTENED TO "SNUG FIT" CONDITION IN LIEU OF FULL

PRETENSIONING.

4 UNLESS NOTED OTHERWISE, ALL CONNECTIONS MUST BE AISC TYPE 2

“STANDARD FRAMED BEAM CONNECTIONS” WITH ASTM A325 BOLTS,

DESIGNED FOR THE UNIFORM LOAD CONSTANTS FOR LATERALLY

SUPPORTED BEAMS GIVEN IN THE “CONNECTIONS” SECTION OF THE

“MANUAL OF STEEL CONSTRUCTION”.

5 HARDENED STEEL SCREWS CANNOT BE HOT DIPPED GALVANIZED. USE

MANUFACTURER'S PROPRIETARY EPOXY COATING SYSTEM OR

MECHANICALLY GALVANIZE SUCH FASTENERS IN ACCORDANCE WITH

ASTM B695, CLASS 55 OR C-3 MECHANICALLY GALVANIZED.

6 WELDING OF STRUCTURAL STEEL MUST BE IN ACCORDANCE WITH AWS

D1.1 "STRUCTURAL WELDING CODE - STEEL". WELD ELECTRODES MUST BE

E70XX. UNLESS OTHERWISE NOTED, PROVIDE CONTINUOUS FILLET WELDS

WITH MINIMUM SIZE REQUIRED BY TABLE J2.4 OF THE “MANUAL OF STEEL

CONSTRUCTION, ALLOWABLE STRESS DESIGN”. ALL FILLER MATERIAL

MUST HAVE A MINIMUM YIELD STRENGTH OF 58 KSI.

7 PRIOR TO WELDING, THE CONTRACTOR MUST SUBMIT CERTIFICATION FOR

EACH WELDER STATING THE TYPE OF WELDING AND POSITIONS

QUALIFIED FOR, THE CODE AND PROCEDURE QUALIFIED UNDER, DATE

QUALIFIED, AND THE FIRM AND INDIVIDUAL CERTIFYING THE

QUALIFICATION TESTS.

8 HOLES IN STEEL MUST BE DRILLED OR PUNCHED. BURNING OF HOLES AND

TORCH CUTTING AT THE SITE IS PROHIBITED.

9 PROPRIETARY FRAMING CONNECTIONS MAY BE CONSIDERED FOR USE AT

THE CONTRACTORS OPTION AND EXPENSE. THE CONTRACTOR MUST

SUBMIT COMPLETE PRODUCT DATA FOR ALL COMPONENTS PRIOR TO

ORDERING MATERIALS.

1 REINFORCING MATERIALS MUST BE AS FOLLOWS:

A. REINFORCING BARS – ASTM A615, GRADE 60, DEFORMED

B. TIES AND STIRRUPS – ASTM A615, GRADE 40

2 PLACE REINFORCING STEEL IN ACCORDANCE WITH THE CONCRETE

REINFORCING STEEL INSTITUTE (CRSI) “MANUAL OF STANDARD PRACTICE”.

REINFORCING STEEL MUST NOT CONTAIN RUST, SCALE, OIL, GREASE,

CLAY, OR FOREIGN SUBSTANCES THAT WOULD REDUCE THE BOND.

REMOVE LOOSE RUST PRIOR TO PLACEMENT.

3 UNLESS OTHERWISE NOTED, THE FOLLOWING MINIMUM CONCRETE COVER

MUST BE PROVIDED FOR CONCRETE PROTECTION OF REINFORCING, AS

WELL AS PLACING AND FABRICATION OF REINFORCING, IN ACCORDANCE

WITH RECOMMENDATIONS IN ACI 318:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH

= 3"

B. CONCRETE CAST IN FORMS AND EXPOSED TO EARTH OR WEATHER:

I. STRUCTURAL SLAB ON GRADE = 2 1/2”

II. #5 BAR, W31 OR D31 WIRE & SMALLER = 1-1/2"

4 EACH REINFORCING BAR MUST BE WIRED TO A CROSS BAR AT A MAXIMUM

SPACING OF 2’-0” ON CENTER.

5 DETAIL BARS IN ACCORDANCE WITH ACI DETAILING MANUAL, LATEST

EDITION. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT

REINFORCING IN POSITIONS SHOWN. BAR SUPPORTS AND HOLDING BARS

MUST BE PROVIDED FOR ALL REINFORCING STEEL TO INSURE MINIMUM

CONCRETE COVER. BAR SUPPORTS MUST BE PLASTIC TIPPED OR

STAINLESS STEEL.

6 SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW PRIOR TO

FABRICATION AND DELIVERY OF REINFORCING STEEL.

7 ALL REINFORCING STEEL, DOWELS, ANCHORS RODS, AND OTHER

HARDWARE TO BE SET IN CONCRETE MUST BE TIED IN PLACE PRIOR TO

THE PLACEMENT OF CONCRETE TO PREVENT DISPLACEMENT BEYOND

PERMITTED TOLERANCES.

8 LAP CONTINUOUS REINFORCING STEEL A MINIMUM LENGTH OF 36 X BAR

DIAMETER OF SMALLER BAR BEING LAPPED.

REINFORCING STEEL

CAST-IN-PLACE CONCRETE NOTES

1 CONCRETE WORK MUST CONFORM TO THE REQUIRMENTS OF ACI 301-16,

"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS".

2 CONCRETE MUST BE NORMAL WEIGHT AND MUST OBTAIN A 28 DAY

COMPRESSIVE STRENGTH OF 4,000 PSI.

3 BEFORE PLACING CONCRETE, EMBEDDED ITEMS MUST BE PROPERLY

LOCATED, ACCURATELY POSITIONED, AND MAINTAINED SECURELY IN

PLACE. DO NOT FIELD BEND BARS PARTIALLY EMBEDDED IN HARDENED

CONCRETE UNLESS INDICATED OR APPROVED BY THE CONTRACTING

OFFICER.

4 EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES MUST BE

CHAMFERED 3/4" UNLESS OTHERWISE NOTED.

5 FORMWORK MUST REMAIN IN PLACE UNTIL CONCRETE HAS OBTAINED AT

LEAST 70% OF ITS 28 DAY COMPRESIVE STRENGTH. THE CONTARCTOR

MUST PROVIDE ALL SHORING AND RESHORING.

6 SLAB/PAD FINISH TOLERANCE IN ACCORDANCE WITH ACI 301, CLASS A.

7 CONCRETE MUST BE MECHNACIALLY VIBRATED IN ACCORDANCE WITH

ASTM 309R.

8 ANCHOR RODS WITH UPSET THREADS ARE NOT ALLOWED.

9 REFER TO THE CIVIL DRAWINGS FOR EXACT LOCATIONS AND

DIMENSIONS OF FOUNDATION PAD.

10 SLOPE EXTERIOR SLAB TO DRAIN.

EXCAVATION AND FILL NOTES

1 ALLOWABLE SOIL PRESSURE PER IBC:

A. DEADLOAD + LIVE LOAD = 1000 PSF

2 EXCAVATION MADE WITH POWER-DRIVEN EQUIPMENT IS NOT

PERMITTED WITHIN TWO FEET OF KNOWN UILITIES OR SUBSUFACE

CONSTRUCTION. FOR WORK IMMEDIATLY ADJACENT TO, OR FOR

EXCAVATIONS EXPOSING A UTILITY OR OTHER BURIED OBSTRUCTION,

EXCAVATE BY HAND.

3 POROUS FILL FOR CAPILLARY WATER BARRIER MUST BE COURSE

AGGRAGATE VDOT NO. 57 AND CONFROMING TO REQUIRMENTS OF

EXCAVATION AND FILL SPECIFICATIONS.

4 REUSE EXCAVATED MATERIAL TO THE BEST EXTENT POSSIBLE. REMOVE

ALL UNUSED EXCAVATION MATERIAL AND DISPOSE OF OFF SITE. FOR

BIDDING PURPOSES, ASSUME ALL EXCAVATED MATERIAL THAT IS NOT

REUSED AS CONTAMINATED.

5 PRIOR TO ANY EXCAVATION CONTRACTOR MUST CONTACT MISS UTILITY

OF VIRGINIA TO HAVE THE EXISITING UNDERGROUND LINES MARKED

WITHIN THE LIMITS OF DISTURBANCE SHOWN ON CIVIL DRAWINGS.

CONTRACTOR MUST COMPLY WITH THE PROVISIONS OF THE "VIRGINIA

UNDERGROUND UTILITY DAMAGE PREVENTION ACT".

6 ALL DISTURBED AREAS MUST BE GRADED TO PROMOTE POSITIVE

DRAINAGE.

# NUMBER

& AND

@ AT

AFF ABOVE FINISHED FLOOR

BLDG BUILDING

BOT BOTTOM

BRCG BRACING

COL COLUMN

CONC CONCRETE

CONN CONNECTION(S)

DIA DIAMETER

DIM(S) DIMENSION(S)

DWGS DRAWINGS

EA EACH

EL ELEVATION

EMBED EMBEDDED

EQ, EQUIV EQUAL, EQUIVALENT

EXIST EXISTING

F'C COMPRESSIVE STRESS

FDN FOUNDATION

FF EL FINISHED FLOOR ELEVATION

HDG, GALV HOT DIPPED GALVANIZED

HORIZ HORIZONTAL

IAW IN ACCORDANCE WITH

INFO INFORMATION

KSI KILOPOUNDS (KIPS) ER SQUARE INCH

L ANGLE

LB, LBS POUNDS

MAX MAXIMUM

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

OWS OIL WATER SEPERATOR

PL PLATE

PSI POUNDS PER SQUARE INCH

SF SQUARE FEET

SIM SIMILAR

SPA SPACING

SPEC CONTRACT SPECIFICATIONS

STD STANDARD

THK THICKNESS

TOS TOP OF STEEL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VERT VERTICAL

W/, W/O WITH, WITHOUT

~ , APPROX APPROXIMATELY

ABBREVIATIONS

N/A

C1 S-101

A1 S-301

A3 S-301

CONCRETE GRADE

BEAM CENTERED

UNDER OWS

MOUNTING SUPPORT.

SEE C1/S-101 FOR

MORE INFORMATION.

CONCRETE GRADE BEAM

CENTERED UNDER OWS

MOUNTING SUPPORT. SEE

C1/S-101 FOR MORE INFORMATION.

NOTE: SLOPE TOP

OF SLAB TOWARDS

SUMP PIT

6" 2'

- 6

10" X 10" CONCRETE

CURB (4) SIDES OF PAD

(2) 3' - 6" LONG #5

DIAGONAL BARS MID-

DEPTH AS SHOWN

GALVANIZED 2"x 1 1/4"x1/4"

ANGLE W/ 1/2" DIA X 6"

LONG HEADED STUDS

GALVANIZED 3"x 3"x1/4"

ANGLE BOLTED TO WALL

W/ (3) EQUALLY SPACED

5/8" DIA X 6" LONG EPOXY

ANCHORS

16" WIDE X 10" HIGH

CONCRETE CURB (4)

SIDES OF OWS

6' - 7" TYP26' - 10"4' - 3" TYP 1' - 6" TYP10" TYP

- 0

- 4

1' - 4"

12' - 9" 12' - 9"CL CLCL

PROVIDE (6) W6X15 3'-0" TALL

COLUMNS AS SHOWN. SEE DETAIL

C1/S-301 FOR MORE INFORMATION.

A4 S-302

A1 S-302

LADDER BRACE

EXTENSION. SEE

SECTIONS A1 & A4/S-302

FOR MORE INFORMATION.

9" +/-

- 1

40' - 0"

8" THICK

SLAB

2'-6" X 2'-6" SUMP PIT

TOP OF PAD

0' - 0"

B1 S-301

2' - 6"

10' - 6"

2' - 6"

#5 CONTINUOUS AT 10"

O.C. E.W. AT MID-DEPTH

10" TYP

(2) #4 CONTINUOUS BARS ON

ALL (4) SIDES OF SLAB. LAP MIN.

24" AT SPLICES & CORNERS

" T

10" TYP

(2) #5 CONTINUOUS BARS

ON ALL (4) SIDES OF SLAB.

LAP MIN. 27" AT SPLICES.

PROVIDE MIN. 3" CLEAR.

#4 X 24" DOWELS

AT 300 O.C. (TYP)

- 8

" T

1' - 0" TYP 1' - 6 1/2" TYP

12" THICK (MIN.)

POROUS FILL

(8) #5 CONTINUOUS

TOP & BOTTOM BARS.

PROVIDE 90 DEGREE

STD. HOOK EACH END.

8" TYP

FINISH GRADE. REFER

TO CIVIL DRAWINGS.

#4 STIRRUPS AT 12"

O.C. TYP. PROVIDE

MIN 3" COVER.

1'- 0"

STEEL COLUMN

SUPPORT. SEE

ELEVATION B3/S-301 FOR

MORE INFORMATION.

- 0

1' - 4"8"

NOTE: COMPACT EXISTING

SUBGRADE PRIOR TO

PLACEMENT OF POROUS FILL

GRADE BEAM

CENTERED UNDER OWS.

TYP OF (2) LOCATIONS.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:4 0:

M c:

\U se rs \a nd re w .d

.b ut le r2

\D oc um en ts \O

W S-

S- R

_a nd re w .d

.b ut le r2

.rv t

S-101

E O

W S

M O

U T

O F

O D

Z O

N E

N D

N P

O N

BSH

12,910,684

ADB ADB

LUU PHU, P.E.

1731795

N/A

N O

, V

O N

N O

JOHN MILLER, P.E.

JAMES SMITH, R.A.

S-

LEX LELAND

PLAN

NORTH

A REFER TO S-001 FOR GENERAL NOTES AND PLAN LEGEND AND CIVIL

SHEETS FOR LOCATION OF FOUNDATION.

B COORDINATE SUPPORT COLUMN LOCATIONS WITH OWS TANK

MANUFACTURER. THE TANK IS REQUIRED TO BE AT LEAST 3'-0" ABOVE TOP

OF FOUNDATION ELAVATION. SUBMIT MOUNTING SUPPORT DATA TO

GOVENRMENT FOR REIVEW PRIOR TO INSALLING.

3/8" = 1' - 0" 0 5' 10'1' 2' 3' 4'

1" = 1' - 0" 0 6" 1' 3'2'

GRAPHIC SCALE(S)

GENERAL SHEET NOTES

SCALE: 3/8" = 1'-0"A1 OIL WATER SEPERATOR FOUNDATION PLAN

SCALE: 1" = 1'-0"

S-101 C1 SECTION - OIL WATER SEPERATOR

TOP OF PAD

0' - 0"

GRADE BEAM BEYOND. SEE

C1/S-101 FOR

REINFORCEMENT PATTERN.

8" 8"

#4 STIRRUP W/ STD.

HOOK ON (2) SHORT

CURBS OF OWS FDN

#5 CONTINUOUS AT

10" O.C. EACH WAY

MID-DEPTH. LAP MIN.

27" AT SPLICES.

2' - 3"

10"

(2) #4 CONTINUOUS (4) SIDES

OF SLAB. LAP 24" AT SPLICES.

#4 24" DOWELS AT

1'-0" O.C. TYP.

- 0

(2) #5 CONTINUOUS

(4) SIDES OF SLAB.

LAP MIN. 27" AT

SPLICES.

COLUMN BEYOND.

SEE B1/S-301 FOR

MORE INFROMATION.

12" THICK (MIN)

POROUS FILL.

COLUMNS FOR LADDER

BEYOND. SEE A4/S-302

FOR MORE INFORMATION.

FINISH GRADE. REFER

TO CIVIL DRAWINGS.

NOTE: COMPACT

EXISTING SUBGRADE

PRIOR TO PLACEMENT

OF POROUS FILL

TOP OF PAD

0' - 0"

12" THICK (MIN)

POROUS FILL.

10" 2'-6" X 2'-6" SUMP PIT 10" 3'-4" SQUARE

#4 AT 12" O.C. EACH

WAY MID-DEPTH.

- 8

#4 AT 12" O.C.,

EACH FACE. 1'

- 0

5" M

2" DUCTILE IRON

PIPE & GATE VALVE.

GALVANIZED STEEL WELDED

(REMOVEABLE) GRATING W/ 1" X

3/16" THICK BEARING BARS AT 1 1/8"

O.C. & CROSS BARS AT 4" O.C.

GALVANIZED 3" X 2" X 1/4" W/ (3) 1/2"

DIA X 6" LONG HEADED STUDS. CUT

TOP LEG FLUSH WITH FDN.

GALVANIZED 3X3X1/4 BOLTED

TO WALL W/ (3) EQ SPACED

5/8" DIA. HEADED ANCHOR

BOLTS 6" LONG.

NOTE: COMPACT

EXISTING SUBGRADE

PRIOR TO PLACEMENT

OF POROUS FILL

TOP OF PAD

0' - 0"

NOTE: SLAB AND GRADE

BEAM REINFORCEMENT NOT

SHOWN FOR CLARITY.

(4) #4 CONTINUOUS BARS. LAP

MIN. 24" AT SPLICES & CORNERS

- 0

"#4 STIRRUP AT 10"

O.C., ALL (4) SIDES

1" THICK MIN NON-SHRINK GROUT

1'-0" x 1'-0" x 7/8" BASE

PLATE. SEE DETAIL

B4/S-301 FOR MORE

INFORMATION.

(4) 5/8" DIA

ADHESIVE ANCHOR

BOLTS W/ MIN. 8"

EMBEDMENT DEPTH

1/4TYP

1'-0" x 1'-0" x 1"

BASE PLATE

W6X15 COLUMN

- 0

1/4TYP

NOTE: COORDINATE TOP OF

STEEL COLUMN CONNECTION W/

OWS TANK MANUFACTURER'S

DRAWINGS & SPECIFICATIONS.

1'-4" W X 10" H CURB

1' - 8"

FOR BIDDING PURPOSES,

COLUMN CONNECTION TO OWS

TANK TO BE COMPLETED BY

THIRD PARTY DESIGN.

- 4

1' - 0"

- 0

8" 2"

(4) 5/8" DIA

ADHESIVE ANCHOR

BOLTS W/ MIN. 8"

EMBEDMENT DEPTH

2" 8" 2"

2" 2"

W6X15 COLUMN

1/4 TYP

1'-0" x 1'-0" x 7/8" BASE PLATE

#4 X 1'-0" LONG DOWEL

SPACED AT 6" O.C. INTO

EXIST CONCRETE

#4 BAR AT 6" O.C. ONE-

WAY, MID-DEPTH. SEE

SHEET CS-104 FOR

LOCATION.

REFER TO SHEET CS-104 FOR LENGTH

#4 X 1'-0" LONG

DOWEL SPACED

AT 6" O.C., MID-

DEPTH INTO

EXIST CONCRETE

CONCRETE

PROTECTION PATCH

6" DEEP #57

STONE BASE

EXIST

SUBGRADE

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:4 0:

M c:

\U se rs \a nd re w .d

.b ut le r2

\D oc um en ts \O

W S-

S- R

_a nd re w .d

.b ut le r2

.rv t

S-301

E O

W S

M O

U T

O F

O D

Z O

N E

N D

N S

O N

BSH

12,910,685

ADB ADB

LUU PHU, P.E.

1731795

N/A

N O

, V

O N

N O

JOHN MILLER, P.E.

JAMES SMITH, R.A.

S-

LEX LELAND

SCALE: 1" = 1'-0"

S-101 A1 SECTION - THICKENED EDGE & CURB

SCALE: 1" = 1'-0"

S-101 A3 SECTION - SUMP PIT

SCALE: 1 1/2" = 1'-0"

S-101 B1 DETAIL- COLUMN TO CURB CONNECTION

SCALE: 1 1/2" = 1'-0"B4 DETAIL - COLUMN FOUNDATION CONNECTION

SCALE: 1 1/2" = 1'-0"C3 DETAIL - CONCRETE PROTECTION FOR EARTH BERM

TOP OF PAD

0' - 0"

T W

/ T

3' - 9 1/2"

EXISTING LADDER LEGS.

TORCH CUT & REMOVE

BASE PLATE.

3' - 10 1/2"

6" X 6" X 1/2" BASE

PLATE. SEE DETAIL

C1/S-302 FOR MROE

INFORMATION.

1" THICK MIN NON-SHRINK GROUT

1/4 TYPLA

PROVIDE (4) 3"X 3" X 3/8"

ANGLE LEGS. LENGTH

DEPENENT ON TANK HEIGHT.

2"X 2" X 1/4" HORIZONTAL

ANGLE BRACE. PROVIDE AT

TOP OF COLUMN SPLICE.

2"X 2" X 1/4" DIAGONAL

ANGLE BRACE.

8" FOUNDATION SLAB

5" M

NOTE: PROVIDE ENOUGH

SPACING FOR TRANSVERSE

HORIZONTAL BRACE.

2" X 2" X 1/4" TRANSVERSE

HORIZONTAL BRACE. SEE

SECTION A1/S-302 FOR MORE

INFORMATION.

NOTE: CLEAN AND BLAST

EXISTING STEEL PRIOR

TO ATTACHMENT.

1" 1"

L 3"X 3" X 3/8"

1/4 TYP

(4) 1/2" EPOXY ANCHOR

BOLTS MIN 4" EMBEDMENT.

3" 3"

3" E

Q 3"

E Q

TOP OF PAD

0' - 0"

EXISTING LADDER LEGS.

TORCH CUT & REMOVE

BASE PLATE.

6" X 6" X 1/2" BASE

PLATE. SEE DETAIL

C1/S-302 FOR MROE

INFORMATION.

1" THICK MIN NON-

SHRINK GROUT

1/4 TYP

PROVIDE (4) 3"X 3" X 3/8"

ANGLE LEGS. LENGTH

DEPENENT ON TANK HEIGHT.

2"X 2" X 1/4" HORIZONTAL

ANGLE BRACE. PROVIDE

BELOW TRANSVERSE BRACE

AS SHOWN.

2"X 2" X 1/4"

DIAGONAL

ANGLE BRACE.

8' - 1 1/8"

8' - 0"

TRANSVERSE HORIZONTAL

BRACE. SEE SECTION A4/S-301

FOR MORE INFORMATION.

T W

/ T

NOTE: PROVIDE ENOUGH SPACING

FOR TRANSVERSE DIAGONAL

BRACE, NOT SHOWN FOR CLARITY.

8" FOUNDATION SLAB

NOTE: CLEAN AND BLAST

EXISTING STEEL PRIOR

TO ATTACHMENT.

3" X 1/2"

STRINGER PLATE

/ T

- 0

" T

EXISTING LADDER

STRINGER. CLEAN

AND BLAST AS

NECESSARY.

1 1/4" DIA

LADDER RUNG

8" FOUNDATION SLAB

6" LONG 3" X 1/2"

SPLICE PLATE

3/16TYP

3" X 2" X 1/4" CLIP

ANGLE WIDTH OF

STRINGER

3/8" DIA ADHEISVE

ANCHOR BOLT W/ MIN

3" EMBEDMENT DEPTH.

3/16 TYP

NOTE: CLEAN AND BLAST

EXISTING STEEL PRIOR

TO ATTACHMENT.

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

SEAL

A/E INFO

1 2 3 4 5

SCALE:

CONSTR. CONTR. NO.

SHEET

NAVFAC DRAWING NO.

DES DRW CHK

EPROJECT NO.:

O F

Y N

G S

M S

C O

M M

DRAWFORM REVISION: 14 SEP 2023

PM/DM

BRANCH MANAGER

CHIEF ENG/ARCH

FIRE PROTECTION

L F

ILI

D-

O N

O R

, V A

AS NOTED

:4 0:

M c:

\U se rs \a nd re w .d

.b ut le r2

\D oc um en ts \O

W S-

S- R

_a nd re w .d

.b ut le r2

.rv t

S-302

E O

W S

M O

U T

O F

O D

Z O

N E

O N

N S

BSH

12,910,686

ADB ADB

LUU PHU, P.E.

1731795

N/A

N O

, V

O N

N O

JOHN MILLER, P.E.

JAMES SMITH, R.A.

S-

LEX LELAND

SCALE: 1 1/2" = 1'-0"

S-101 A4 SECTION - COLUMN EXTENSION

SCALE: 6" = 1'-0"C1 DETAIL - LADDER BASE PLATE CONNECTION

SCALE: 1 1/2" = 1'-0"

S-101 A1 SECTION - LONGITUDINAL COLUMN EXTENSION

SCALE: 1 1/2" = 1'-0"C4 DETAIL - LADDER EXTENSION

OWS-1731795-S_Final Updated.pdf

Sheets

S-001 - STRUCTURAL ABBREVAITIONS AND NOTES

S-101 - FOUNDATION PLAN & SECTION

S-301 - FOUNDATION SECTIONS

S-302 - LADDER EXTENSION SECTIONS

2024-06-05T11:43:41-0400

2024-06-05T11:44:00-0400

2024-06-05T11:44:04-0400

2024-06-05T11:44:07-0400

2024-06-05T11:44:08-0400

2024-06-05T11:44:10-0400

2024-06-05T11:44:11-0400

2024-06-05T11:44:13-0400

2024-06-05T11:44:14-0400

2024-06-05T11:44:16-0400

2024-06-05T11:44:19-0400

2024-06-05T11:44:20-0400

2024-06-05T11:44:22-0400

2024-06-05T11:44:23-0400

2024-06-05T11:44:25-0400

2024-06-05T11:44:28-0400

2024-06-05T11:44:29-0400

2024-06-05T11:44:59-0400

2024-06-05T11:45:15-0400

2024-06-05T11:45:16-0400

2024-06-05T11:45:17-0400

2024-06-05T11:45:18-0400

2024-06-05T11:45:19-0400

2024-06-05T11:45:20-0400

2024-06-05T11:45:21-0400

2024-06-05T11:45:22-0400

2024-06-05T11:45:23-0400

2024-06-05T11:45:24-0400

2024-06-05T11:45:25-0400

2024-06-05T11:45:26-0400

2024-06-05T11:45:27-0400

2024-06-05T11:45:49-0400

2024-06-05T11:46:05-0400

2024-06-05T11:46:07-0400

2024-06-05T11:46:08-0400

2024-06-05T11:46:09-0400

2024-06-05T11:46:10-0400

2024-06-05T11:46:11-0400

2024-06-05T11:46:12-0400

2024-06-05T11:46:13-0400

2024-06-05T11:46:14-0400

2024-06-05T11:46:15-0400

2024-06-05T11:46:16-0400

2024-06-05T11:46:17-0400

2024-06-05T11:46:18-0400

2024-06-05T11:46:19-0400

2024-06-05T11:46:20-0400

2024-06-05T11:46:21-0400

2024-06-05T11:46:22-0400

File details come from the government source that posted it. Updated Aug 26, 2024.