Attachment 03 - AJJW 25-1071M 35 Percent Design Submittal dated 12 July 2024.pdf

PDF 5 MB Posted Apr 23, 2025

Attached to: AJJW 25-1071M Repair Marbo BPS Tank 2, Wells 1 and 3
Solicitation number: FA524025R0001
Issued by: Department of the Air Force Pacific Air Forces

About this file

Written by GovTribe AI · Apr 23, 2025

This document is a 35% Final Design Submittal for a project to repair the Marbo Bulk Pumping Station, Tank 2, and Wells 1 & 3 at Andersen Air Force Base in Guam. The design submittal, prepared by Pond CDM Smith Joint Venture, includes comprehensive architectural, civil, structural, mechanical, electrical, and plumbing drawings for the renovation project. The design covers detailed plans for relocating and rehabilitating wells, upgrading the booster pumping station with a dual pump system, improving the chlorination control room, and performing extensive repairs to Tank 2, including leak inspection, wall repairs, ventilation pipe replacement, and roof waterproofing.

The drawings provide technical specifications for site plans, floor plans, elevations, sections, and demolition plans across multiple facilities. Key elements include installing new HVAC systems, electrical upgrades, video surveillance, and intrusion detection capabilities. The design addresses structural modifications, such as removing existing walls, creating new wall openings, replacing doors and louvers, and adding new pipe penetrations. The project involves detailed considerations for concrete repairs, waterproofing, and maintaining the existing infrastructure while implementing significant improvements to the water infrastructure at Andersen Air Force Base.

View the file

Other files

File	Type	Posted
RFI - QA FA524025R0001_23 May 2025.pdf	PDF	May 22, 2025
RFI - QA FA524025R0001_19 May 2025.pdf	PDF	May 18, 2025
RFI - QA FA524025R0001_14 May 2025.pdf	PDF	May 14, 2025
RFI - QA FA524025R0001_9 May 2025.pdf	PDF	May 9, 2025
RFI - QA FA524025R0001_1 May 2025.pdf	PDF	May 1, 2025
RFI - QA FA524025R0001_29 April 2025.pdf	PDF	Apr 29, 2025
Solicitation Amendment FA524025R00010002 SF 30.pdf	PDF	Apr 29, 2025
Attachment 08 - Past Performance Questionnaire (PPQ)_Rev 24Apr25.docx	DOCX document	Apr 29, 2025
Solicitation Amendment - FA524025R00010002.pdf	PDF	Apr 29, 2025
Solicitation Amendment - FA524025R00010001.pdf	PDF	Apr 23, 2025
Solicitation Amendment FA524025R00010001 SF 30.pdf	PDF	Apr 23, 2025
Attachment 04 - Site Location Map.pdf	PDF	Apr 23, 2025
Attachment 07 - Past Performance Fact Sheet.docx	DOCX document	Apr 23, 2025
Attachment 05 - Attach A - 36 CES Contractors BUILDER Inventory Sheet Template.xlsx	XLSX spreadsheet	Apr 23, 2025
Attachment 13 - Project Requirement Price Schedule.pdf	PDF	Apr 23, 2025
Attachment 09 - AAFB Installation Facilities Standards (IFS).pdf	PDF	Apr 23, 2025
Attachment 10 - Wage Determination (GU20250001).pdf	PDF	Apr 23, 2025
Attachment 01 - Statement of Work (SOW) dated 03 February 2025.pdf	PDF	Apr 23, 2025
Attachment 12 - PIEE Proposal Manager Guide.pdf	PDF	Apr 23, 2025
Attachment 02 - AJJW 25-1071M 35 Percent Concept Design dated 12 July 2024.pdf	PDF	Apr 23, 2025
Solicitation - FA524025R0001.pdf	PDF	Apr 23, 2025
Attachment 08 - Past Performance Questionnaire (PPQ).docx	DOCX document	Apr 23, 2025
Attachment 06 - Attach B - AADB Contractor Antiterroism Awareness.pdf	PDF	Apr 23, 2025
Attachment 11 - Common Construction Prevailing Wage Rates for Guam.pdf	PDF	Apr 23, 2025

Show all 24

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.

1230784SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: 12 JUNE 2024

VOLUME: 35% FINAL DESIGN SUBMITTAL

ANDERSEN AIR FORCE BASE, GUAM

REPAIR MARBO BULK PUMPING STATION, TANK 2, AND

WELLS 1 & 3

PACAF FSRM AAFB TRANCHE 1

35% SUBMITTAL-NOT FOR CONSTRUCTION

FA890321D0012

3500 Parkway Lane Suite 500 Peachtree Corners, Georgia 30092

Pond CDM Smith JV LP

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

CIVIL

C-001 CIVIL GENERAL NOTES

CD-101 WELL 1 & WELL 3 DEMOLITION

C-101 WELL 1 & WELL 3 SITE PLANS

C-102 BPS 2 SITE PLAN

CD-103 BPS 2 DEMOLITION

C-103 BPS 2 NEW WORK

C-501 CIVIL AND WELL DETAILS

C-502 CIVIL AND WELL DETAILS - 2

ELECTRICAL

E-001 ELECTRICAL NOTES

E-002 ELECTRICAL LEGEND AND ABBREVIATIONS 1

E-003 ELECTRICAL LEGEND AND ABBREVIATIONS 2

ED-101 ELECTRICAL DEMOLITION PLAN - WELL 1, WELL 3, AND BPS 2

E-101 ELECTRICAL NEW WORK PLAN - WELL 1, WELL 3, AND BPS 2

E-501 ELECTRICAL INTRUSION DETECTION RISER DIAGRAM

E-502 ELECTRICAL STANDARD DETAILS

E-601 ELECTRICAL DEMOLITION ONE-LINE DIAGRAM

E-602 ELECTRICAL NEW WORK ONE-LINE DIAGRAM

ARCHITECTURAL

A-001 ARCHITECTURAL LEGENDS, ABBREVIATIONS, SYMBOLS, AND NOTES

A-102 BPS 2 OVERALL AND ENLARGED PLANS

A-103 BPS 2 SCHEDULES AND DETAILS

MECHANICAL

H-001 HVAC NOTES, LEGENDS, ABBREVIATIONS, AND SCHEDULES

HD-101 HVAC WELL 1, WELL 3, AND MARBO BPS 2 DEMOLITION PLANS

H-101 HVAC WELL 1, WELL 3, AND MARBO BPS 2 FLOOR PLAN

H-501 HVAC EQUIPMENT SCHEDULE

PLUMBING

P-001 PLUMBING LEGENDS, ABBREVIATIONS, SYMBOLS, AND NOTES

P-101 PLUMBING BPS 2 FLOOR PLAN

STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-101 WELL 3 PLANS, ELEVATIONS, AND SECTIONS

S-102 WELL 1 PLANS, ELEVATIONS, AND SECTIONS

S-103 BPS 2 PLANS

S-104 BPS 2 ELEVATIONS

S-105 BPS 2 SECTIONS

S-106 BPS 2 STAIR DETAILS

S-107 TANK 2 PLAN

S-108 TANK 2 ELEVATIONS

S-109 TANK 2 SECTIONS

S-501 STRUCTURAL DETAILS

G-001

C O

S H

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

C-001

XX XX

SECTION 1

DETAIL CALL OUT SYMBOLS

DETAIL A

SCHEMATIC 1

DIAGRAM 1

ABBREVIATIONS

C-001

SHEET NAMING CONVENTION

PROJECT CONTACTS

CIVIL ENGINEER:

OWNER/DEVELOPER:

SURVEYOR:

24-HOUR PROJECT:

CIVIL LEGEND

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

CD-101

N S

XX XX

SCALE: 1/2" = 1'-0"1 WELL NO. 1 FLOOR PLAN

SCALE: 1/2" = 1'-0"B WELL NO. 3 SECTION

E N

PLAN

NORTH

SCALE: 1/2" = 1'-0"A WELL NO. 1 SECTION

SCALE: 1/2" = 1'-0"2 WELL NO. 3 FLOOR PLAN

E N

PLAN

NORTH

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

C-101

N S

XX XX

SCALE: 1" = 10'1 WELL NO. 1 SITE PLAN TR

E N

PLAN

NORTH

SCALE: 1" = 10'2 WELL NO. 3 SITE PLAN TR

E N

PLAN

NORTH

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

C-102

P U

N G

N N

O . 2

XX XX

SCALE: 1" = 10'1 BOOSTER PUMPING STATION NO. 2 SITE PLAN TR

E N

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

CD-103

P U

N G

N N

O . 2

N D

XX XX

SCALE: 1/4" = 1'-0"1 FLOOR PLAN

E N

PLAN

NORTH

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

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

C-103

P U

N G

N N

O . 2

W O

R K

A N

D S

O N

XX XX

SCALE: 1/4" = 1'-0"1 FLOOR PLAN

E N

PLAN

NORTH

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

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

C-501

N D

L D

XX XX

PLAN

N.T.S.A ILLUSTRATIVE WELL DETAIL

N.T.S.C DI PIPE TRENCH DETAIL

N.T.S.D CHAIN LINK FENCE DETAIL

N.T.S.E WELL ABANDONMENT DETAIL

R R

Y (3

0% B

V O

COMPONENT / WELL DESIGNATION

DESCRIPTION MW-1B MW-3B

WELL DEPTH 389 428

C/L DISCHARGE PIPE ELEVATION "A" 393 432

TOP OF SLAB ELEVATION "B" 392.5 431.5

STATIC WATER LEVEL ELEVATION "C" N/A N/A

PUMP INTAKE ELEVATION "E" -15 -15

BOTTOM SOLID CASING & TOP OF SCREEN ELEVATION "F" 0 0

BOTTOM OF SCREEN ELEVATION "H" -35 -35

BOTTOM OF WELL ELEVATION "I" -40 -40

GRUNDFOS PUMP MODEL OR SIMILAR 300S500-12 230S500-15

GPM (PERMITTED) 320 235

TDH 450 480

RPM 3,450 3,450

HP 50 50

LIST OF MATERIALS

ITEM

NO. DESCRIPTION

01 PIPE, SCHD 40, GALV. STEEL

02 PIPE, SCHD 40, D.I.

03 COUPLING, SCHD 40, THREADED, GALV. STEEL

04 PIPE 6" (150), SCHD 40, D.I.

05 TEE, 4" (100), D.I., 1034 kPa, FLG. W/ 3/4" (19) NPT AT "T", 1" NPT AT "G". AND 1/2" NPT AT "R" 06 ELBOW, 4" (100), LR D.I., 1034 KPa, FLG.

07 ECCENTRIC REDUCER D.I. AS REQUIRED

08 FLANGE. 4" (100), D.I., THREADED, 1034 KPa 09 FLANGE 6" (100), D.I., THREADED, 1034 KPa 10 REDUCER 4" (100" X150, CONCENTRIC, D.I., 1034 KPa, FLANGE 11 ELBOW, 6" (150", 1.57 RAD, D.I., FLG X MJ, 1034 KPa

12 GAGE AND PRESSURE TRANSMITTER

13 FLEXIBLE COUPLING, 6" (150), "DRESSER" STYLE 38

14 VALVE, BUTTERFLY, 4"V WAFER TYPE, W/ LEVEL

15 VALVE, CHECK, SILENT GLOBE, 4" (100) D.I., FLG, 1034 KPa

16 FLOWMETER

17 SPOOL, SIZE AND LENGTH AS REQ'D

18 VALVE, AIR AND VACUUM, 25 NPT, THREADED

19 VALVE, BUTTERFLY, 4" FLG W/ LEVEL

20 VALVE, GATE, 1", THREADED

21 FLANGE, BLIND, 4" D.I., 1034 KPa

22 1 1/2" SOUNDING TUBE

23 COMPACT PNEUMATIC BUBBLE SENSOR

14 15 02 16 08 12

17 20

18 05 07 23

BRASS OR STAINLESS STEEL PLATE DATUM

WITH X, Y COORDINATE OF WELL

CENTERLINE, TOP ELEV, WELL NAME &

BOTTOM ELEV.

WELL HEAD REINF.

PUMP STAND

GRADE

2" (5

SAMPLE TAP (TYP)

PIPE SUPPORT

THRUST BLOCK

15'-6" (4724) ±

12'-6" (3825) ± MIN

4"(102) DI SPOOL

4"(102) DRESSER

COUPLING

ADDITIONAL FITTINGS

BETWEEN 07 AND 18

SCALE: NTS

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

C-502

N D

L D

XX XX

N.T.S.A TYPICAL WELLHEAD DETAIL

E-001

O . D

O U

N G

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

E-002

O . D

O U

N G

A N

D A

N S

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

E-003

O . D

O U

N G

DETAIL A

SECTION 1

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

D A

N D

O N

. D

O U

N G

O N

1, W

D B

O O

P U

M P

ED-101

NOTES:

1. DEMOILITION SCOPE ENTAILS THE DEMOLITION OF

EXISTING SERVICE, ELECTRICAL EQUIPMENT, LIGHTING,

GENRAL USE RECEPTACLES,

2. ALL CONDUIT AND WIRING BEWTEEN EQUIPMENT SHALL BE

MADE SAFE AND REMOVED.

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

4SCALE: 1/2" = 1'-0"2 MARBO WELL 3 NEW WORK PLAN

E N

PLAN

NORTH

SCALE: 1/2" = 1'-0"1 MARBO WELL 1 NEW WORK PLAN

U E

PLAN

NORTH

SCALE: 3/8" = 1'-0"3 BOOSTER PUMP STATION 2 NEW WORK PLAN TRUE N

O U

N G

O R

1, W

D B

O O

P U

M P

E-101

VFD 1

VFD2SERVICE RATED PP-BPS

15KVA

LP-BPS

WELL PUMP VFD

SERVICE ENTRANCE ATS

480V PP-3

LP-3

5KVA TRANSFORMER

WELL PUMP VFD

480V PP-3

LP-3

5KVA TRANSFORMER

4X LED LINEAR

NOTES:

1. SEE CIVIL SITE PLANS FOR ADDITIONAL

UNDERGROUND RACEWAY DETAILS AND

ADDITIONAL CAMERA LOCATION FOR WELL 3.

(NOTE 1)

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

EF-4

EF-3

EF-1 EF-2

SCALE: 1/2" = 1'-0"2 MARBO WELL 3 NEW WORK PLAN

E N

PLAN

NORTH

SCALE: 1/2" = 1'-0"1 MARBO WELL 1 NEW WORK PLAN

E N

PLAN

NORTH

SCALE: 3/8" = 1'-0"3 BOOSTER PUMP STATION 2 NEW WORK PLAN TRUE N

PLAN

NORTH

EF-5

4X LED LINEAR

O U

N G

N D

N R

G R

E-501

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

SCALE: NTS1 BOOSTER PUMP STATION SURVEILLANCE

SCALE: NTS2 WELL 3 SURVEILLANCE

SCALE: NTS3 INTRUSION DETECTION

O U

N G

D D

E-502

DETAIL A

DETAIL B

DETAIL C

DETAIL D

DETAIL K

DETAIL H

DETAIL F

DETAIL J

DETAIL I

DETAIL G

DETAIL E

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

O U

N G

N O

N E-

E D

E-601

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

SCALE: NTS1 MARBO WELLS 1, 3 & BOOSTER PUMP STATION DEMOLITION ONE-LINE DIAGRAM

O U

N G

W O

R K

O N

E-

N E

G R

E-602

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

SCALE: NTS1 MARBO WELLS 1, 3 & BOOSTER PUMP STATION PROPOSED ONE-LINE DIAGRAM

ABV

ACC

ADDL

ALUM/AL

ALT

APPROX

B TO B

BEV

BLK

BOT

BRG

B/W

CIRC

CLJ

CLR

CMU

COL

CONC

CONN

CONT

CPLG

CRS

CSK

CTR

DET

DIA

DIAG

DIR

DO.

DWG

DWL

EMBED

EQUIP

EXST

EXP JT

EXT

f'c f'm

FAB

FDN

FHMS

FHWS

FRP

FTG

GALV

GBT

GLB

GRTG

HAS.

HDR

HOR

I.E.

IF.

NUMBER

AND

ANCHOR BOLT

ABOVE

ACCELERATION

ADDITIONAL

ALUMINUM

ALTERNATE (ING)

APPROXIMATELY

BACK TO BACK

BEVEL (ED)

BLOCKING

BOTTOM

BEARING

BETWEEN

CIRCUMFERENTIAL

CONSTRUCTION JOINT

CENTERLINE

CONTROL JOINT

CLEAR

CONCRETE MASONRY UNITS

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

COUPLING

COURSE (S)

COUNTERSINK

CENTER(ED)

PENNY

DETAIL

DIAMETER

DIAGONAL

DIRECTION

DEAD LOAD

DITTO

DRAWING

DOWEL

EACH

EXPANSION BOLT

EACH FACE

ELEVATION

EMBEDMENT

EQUAL (LY)

EQUIPMENT

EACH SIDE

EACH WAY

EXISTING

EXPANSION JOINT

EXTERIOR

CONCRETE COMPRESSION STRESS

MASONRY PRISM STRESS

FABRICATE (OR, ED)

FOUNDATION

FAR FACE

FLATHEAD MACHINE SCREW

FLATHEAD WOOD SCREW

FLOOR

FIBERGLASS REINFORCED PLASTIC

FOOTING

GALVANIZED

GRAVITY BELT THICKENER

GLASS BLOCK

GRADE

GRATING

HIGH

HEADED ANCHOR STUD

HEADER

HORIZONTAL

HIGH POINT

INSIDE

INVERT ELEVATION

INSIDE FACE

INT

INV

LLH

LLV

LNTL

LOC(S)

LONG.

MAS

MAX

MCJ

MFR

MIN

NTS

OF.

OPNG

OPP

OPT

PCJ

PJF

PLYWD

PREFAB

PROJ

PVMT

RAD

REF

REINF

REQD

REV

RLG

SCJ

SECT

SIM

STD

STIF

STIR

STL

SYM

T T/ T&B

THD

TOC

TRNSV

TYP

UNO

VIF

W W/ W/O

WSTP

WWF

INTERIOR

INVERT

JOINT

KNOCKOUT

LENGTH

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LINTEL

LOCATION(S)/LOCATED

LONGITUDINAL

LOW POINT

LEFT

LIGHTWEIGHT

MASONRY

MAXIMUM

MACHINE BOLTS

MASONRY CONTROL JOINT

MANUFACTURER

MINIMUM

MASONRY OPENING

NEAR FACE

NON-SHRINK

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPENING

OPPOSITE

OPTIONAL

PARTIAL CONTRACTION JOINT

PREMOLDED JOINT FILLER

PLYWOOD

PREFABRICATED

PROJECTION

PAVEMENT

RISER(S)

RADIUS

REINFORCED CONCRETE

REFERENCE/REFER

REINFORCE (D, ING)

REQUIRED

REVISION

RAILING

ROUGH OPENING

RIGHT

SLAB CONTROL JOINT

SECTION

SIMILAR

SPACE (S, ED)

SQUARE

STAINLESS STEEL

STANDARD

STIFFENER

STIRRUP (S)

STEEL

SYMMETRICAL

TREAD(S)

TOP OF

TOP AND BOTTOM

TOP FACE

THREADED

TOP OF CONCRETE

TRANSVERSE

TYPICAL

UNLESS NOTED OTHERWISE

VAPOR BARRIER

VERIFY IN FIELD

WIDE

WITH

WITHOUT

DRIFT WIDTH

WORKING POINT

WATERSTOP

WELDED WIRE FABRIC

WATERSTOP

GRATING

SPAN

DIRECTION

EARTH FILL

UNDISTURBED

EARTH

CONCRETE

MASONRY

STRUCTURAL

FILL

ALUMINUM

AL GRATING

CHECKERED

PLATE

SAND

GRANULAR FILL

DEMOLITION

FRP

GRATING

1. WALL OPENING DIMENSIONS, LOCATIONS, LAYOUTS ARE BASED ON EQUIPMENT

SELECTED BY THE ENGINEER. IF THE CONTRACTOR PROPOSES TO FURNISH WALL

OPENINGS THAT REQUIRES AN ARRANGEMENT OR SPACE DIFFERING FROM THAT

INDICATED ON THE DRAWINGS, OR SPECIFIED, THE CONTRACTOR SHALL PREPARE AND

SUBMIT TO THE ENGINEER, FOR APPROVAL, DETAILED ARCHITECTURAL, STRUCTURAL,

MECHANICAL, PLUMBING, INSTRUMENTATION, HVAC AND ELECTRICAL DRAWINGS AND

EQUIPMENT LISTS SHOWING ALL NECESSARY CHANGES AND EMBODYING ALL FEATURES

OF THE WALL OPENINGS HE PROPOSES TO FURNISH. THIS INFORMATION SHALL INCLUDE

BUT SHALL NOT BE LIMITED TO PLANS, SECTIONS, DETAILS, AND SCHEMATICS OF ALL

APPURTENANCES REQUIRED. SUCH CHANGES, IF APPROVED BY THE ENGINEER, SHALL

BE AT NO EXTRA COST TO THE OWNER. THE CONTRACTOR SHALL ASSUME THE COST OF,

AND THE RESPONSIBILITY FOR, SATISFACTORILY ACCOMPLISHING ALL THE NECESSARY

CHANGES CORRESPONDING TO THE DIMENSIONS AND CHARACTERISTICS OF THE

EQUIPMENT SUBMITTED AND APPROVED BY THE ENGINEER. REFER TO SPECIFICATIONS

FOR FURTHER DETAILS.

2. SIZES OF EQUIPMENT PADS INDICATED ON THE DRAWINGS ARE APPROXIMATE. EXACT

DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FOR THE EQUIPMENT

FURNISHED. ALL FLOOR MOUNTED EQUIPMENT SHALL BE SET ON CONCRETE PADS

CONFORMING TO DETAILS SHOWN ON THE DRAWINGS.

3. DRAWINGS DO NOT SHOW ALL PIPING OPENING, OFFSETS AND FITTINGS ETC. REQUIRED

FOR THE COMPLETE SYSTEM. SMALL PIPING IS SHOWN APPROXIMATELY TO SCALE BUT

NOT EVERY FITTING AND OFFSET IS SHOWN. SOME VALVES AND APPURTENANCES MAY

BE OMITTED FOR THE SAKE OF CLARITY. THE CONTRACTOR SHALL FURNISH, INSTALL

AND TEST ALL HVAC SYSTEMS SHOWN ON THE DRAWINGS AND DETAILS, AND/OR AS

DEFINED IN THE SPECIFICATIONS TO PROVIDE THE COMPLETE SYSTEM.

4. UNLESS OTHERWISE SHOWN ON THE DRAWING, ALL WALL PENETRATIONS SHALL BE AS

SHOWN ON THE WALL PENETRATION DETAILS. ABOVE GROUND EXTERIOR WALL AND

ROOF PENETRATIONS SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. IF

APPROVED BY THE ENGINEER, THE CONTRACTOR MAY SUBSTITUTE ALTERNATIVE

METHODS PROVIDING THEY MEET INTENDED DESIGN REQUIREMENTS.

DESIGN CRITERIA:

CODES:

UFC 1-200-01 DOD BUILDING CODE, WITH CHANGE 3, 02 FEB 2024

UFC 1-201-01 NON-PERMANENT DOD FACILITIES IN SUPPORT OF

MILITARY OPERATIONS, 04 MARCH 2022

UFC 1-201-02 ASSESSMENT OF EXISTING FACILITIES FOR USE IN

MILITARY OPERATIONS, 01 JUNE 2014

UFC 3-220-01 GEOTECHNICAL ENGINEERING, CHANGE 1, 03

NOVEMBER 2021

UFC 3-301-01 STRUCTURAL ENGINEERING, 11 APRIL 2023

UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS; CHANGE 3, 24 MAY 2024

IBC 2021 INTERNATIONAL BUILDING CODE

IEBC 2021 INTERNATIONAL EXISTING BUILDING CODE

RP 10 STANDARDS OF SEISMIC SAFTEY FOR EXISTING

FEDERALLY OWNER AND LEASED BUILDINGS

ACI 318-19/318-19C AMERICAN CONCRETE INSTITUTE BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE AND

COMMENTARY

ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES

ASCE 41-17 SEISMIC EVALUATION AND RETROFIT OF EXISTING

BUILDINGS

CONCRETE:

ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE

WITH ACI 318 REQUIREMENTS.

ALL CONCRETE SHALL BE AIR-ENTRAINED.

WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.

ALL CONCRETE SURFACES EXPOSED TO AIR, UNLESS OTHERWISE NOTED IN

SPECIFICATIONS, SHALL BE TREATED WITH AN APPROPRIATE CURING COMPOUND

AS SOON AS CEMENT FINISHING IS COMPLETED OR FORMS ARE REMOVED.

ALL EXPOSED CORNERS OF CONCRETE SHALL HAVE A MINIMUM CHAMFER OF 3/4"

UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL OBTAIN ENGINEER'S APPROVAL FOR THE LOCATION OF

CONSTRUCTION JOINTS THAT ARE NOT SHOWN ON THE DRAWING.

DESIGN LOADS:

DEAD LOADS:

CONCRETE 152.78 LB/FT3

STEEL 490 LB/FT3

SUPERIMPOSED DEADLOAD AT GROUND:

FINISH SLAB 25 PSF

PARTITION 20 PSF

MISCELLANEOUS 5 PSF

SUPERIMPOSED ROOF DEADLOAD:

FINISH SLAB 12.5 PSF

MECH./ELEC. AT ROOF 5 PSF

CEILING 5 PSF

MISCELLANEOUS 5 PSF

LIVE LOADS:

GROUND FLOOR 100 PSF

ROOF 20 PSF

WIND LOADS:

OCCUPANCY CATEGORY I

BASIC WIND SPEED (3-SEC GUST) 180 MPH

EXPOSURE CATEGORY D (NEAR BODY OF WATER)

IMPORTANCE FACTOR 1.00 (STANDARD)

TOPOGRAPHIC FACTOR 1.00

GUST FACTOR 0.85

DIRECTIONALITY FACTOR 0.85

SEISMIC LOADS:

GROUND MOTION VALUES

Ss = 1.50g Fa = 1.0 S1 = 0.60g Fv = 1.50

SDS = 1.0 SD1 = 1.50

OCCUPANCY CATEGORY II

IMPORTANCE FACTOR 1.00

SITE CLASS D

RESPONSE MODIFICATION FACTOR

R = 8.0 [MOMENT RESISTING FRAME]

GENERAL CONDITIONS:

ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE

ARCHITECTURAL, MECHANICAL, CIVIL, ELECTRICAL AND SHOP DRAWINGS AND

SPECIFICATIONS.

THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL PLANS

AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF THE

FACILITY, SHOULD DISCREPANCIES APPEAR, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING

WITH THE WORK.

FOR ALL ITEMS EMBEDDED IN OR PASSED THROUGH CONCRETE, THE CONTRACTOR

SHALL INITIALLY REFER TO ARCHITECTURAL, ELECTRICAL, MECHANICAL, HEATING AND

VENTILATION DRAWINGS AND APPROVED SHOP DRAWINGS FOR TYPE, SIZE, LOCATION

AND SPECIAL INSTALLATION REQUIREMENTS FOR THESE ITEMS.

THE CONTRACTOR SHALL TAKE ANY AND ALL NECESSARY MEASURES TO PROTECT

EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND AROUND EXISTING

STRUCTURES PERFORMING WORK SUCH AS DEMOLITION, FOUNDATION EXCAVATION

AND OTHERS.

SIZE AND LOCATION OF EQUIPMENT PADS AND ANCHOR BOLTS SHALL BE PER

EQUIPMENT MANUFACTURER'S REQUIREMENTS.

ANY EQUIPMENT THAT MAY INDUCE VIBRATION TO THE STRUCTURE SHALL BE

ADEQUATELY ISOLATED FROM THE STRUCTURES.

ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSE-

WHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.

STANDARD DETAILS APPLY TO ALL SIMILAR SITUATIONS ON THE PROJECT, EXCEPT

WHERE A DIFFERENT DETAIL IS SHOWN.

ALL PIPES UNDER SOIL SUPPORTED STRUCTURE SLABS AND FOOTINGS SHALL BE

ENCASED IN CONCRETE AS SHOWN ON THE STRUCTURAL DRAWINGS. PIPES SHALL

BE PRESSURE TESTED BEFORE ENCASING.

ELECTRICAL CONDUIT, PIPING, WASH HOSE STATIONS, HOSE RACKS, CONTROL PANELS,

LIGHT FIXTURES, ENCLOSURES OR ANY OTHER APPURTENANCE, SHALL NOT BE DIRECTLY

SUPPORTED OFF OF GUARDRAIL UNLESS EXPLICITLY ALLOWED BY THE STRUCTURAL

ENGINEER OF RECORD.

REINFORCING STEEL:

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.

ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315 REQUIREMENTS.

REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR COVER UNLESS

OTHERWISE NOTED:

CONCRETE CAST AGAINST EARTH 3"

FORMED SURFACES IN CONTACT WITH SOIL,

SEWAGE, WATER OR EXPOSED TO WEATHER 2"

FORMED SURFACES NOT EXPOSED TO WEATHER OR

IN CONTACT WITH SOIL:

SLABS, WALLS AND JOISTS 3/4"

BEAMS AND COLUMNS 1-1/2"

LAP SPLICES SHALL BE AS SHOWN ON THE DRAWINGS. FOR LAP SPLICES NOT

SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN ENGINEER'S

APPROVAL.

THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND SCHEDULES IN

CONFORMANCE WITH ACI 315 REQUIREMENTS.

PRECAST PRESTRESSED CONSTRUCTION:

ALL PRECAST PRESTRESSED MEMBERS SHALL BE DESIGNED BY A REGISTERED

PROFESSIONAL ENGINEER FOR THE SUPERIMPOSED LOADS SHOWN ON THE

DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF APPLICABLE

SPECIFICATIONS. EQUIPMENT LOADS OR OTHER LOADING SUCH AS A BRIDGE CRANE

SUPPORT LOADS SHALL BE CONSIDERED AS REQUIRED.

STRUCTURAL STEEL:

DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN

ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS AND DESIGN DRAWINGS.

ALL STRUCTURAL STEEL:

W SHAPES - ASTM A992

M, S AND HP SHAPES - ASTM A36

CHANNELS AND ANGLES - ASTM A36

HSS (SQUARE, RECTANGULAR AND ROUND) - ASTM A500

PLATES - ASTM A36

HIGH-STRENGTH BOLTS - ASTM F3125

TENSION CONTROL BOLTS - ASTM F1852

NUTS - ASTM A563

HARDENED STEEL WASHER - ASTM F436

ANCHOR RODS - ASTM F1554

THREADED RODS - ASTM A36

ALL PIPE: ASTM A53, GRADE B.

THE FABRICATOR SHALL DESIGN AND DETAIL ALL PARTS OF CONNECTIONS NOT

FULLY DETAILED ON THE DESIGN DRAWINGS. THE NUMBER OF BOLTS AND OTHER

SIMILAR ELEMENTS SHOWN ON THE DRAWING ARE PICTORIAL ONLY.

SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR

REVIEW.

WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS

STRUCTURAL WELDING CODE REQUIREMENTS. ELECTRODES SHALL BE E-70XX.

STRUCTURAL ALUMINUM:

DESIGN, FABRICATION, ERECTION MATERIALS AND WORKMANSHIP SHALL BE IN

ACCORDANCE WITH THE LATEST "ALUMINUM DESIGN MANUAL" (ADM) SPECIFICATIONS

AND DESIGN DRAWINGS.

ALL STRUCTURAL ALUMINUM:

ALUMINUM EXTRUDED PIPE - ASTM B429, ALLOY 6063-T6

OR ALLOY 6061-T6

ALUMINUM EXTRUDED SHAPE - ASTM B221, ALLOY 6061-T6

ALUMINUM SHEET AND PLATE - ASTM B209, ALLOY 6061-T6

ALUMINUM ALLOY ROLLED THREAD PLATE - ASTM B632, ALLOY 6061-T6

ALUMINUM CASTING - ASTM B26/B26M, ALLOY A350.6-T6

SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR

REVIEW.

WELDED CONNECTIONS SHALL BE IN ACCORDANCE WITH THE LATEST AWS D1.2/D1.2M

"STRUCTURAL WELDING CODE - ALUMINUM".

WHERE ALUMINUM CONTACTS A DISSIMILAR METAL, APPLY TO THE DISSIMILAR METAL

A HEAVY BRUSH COAT OF ZINC-CHROMATE PRIMER FOLLOWED BY TWO COATS OF

ALUMINUM METAL PAINT.

WHERE ALUMINUM CONTACTS MASONRY OR CONCRETE, APPLY A HEAVY COAT OF

BITUMASTIC OR EPOXY PAINT.

FLOTATION CONSIDERATION:

STRUCTURES WERE DESIGNED TO BE NON-BUOYANT AFTER THE STRUCTURE IS

PLACED INTO SERVICE. THEREFORE, THE STRUCTURE MAY BE BUOYANT DURING

CONSTRUCTION. THE GENERAL CONTRACTOR SHALL PROTECT ALL STRUCTURES

(NEW AND EXISTING) FROM FLOTATION DURING CONSTRUCTION, REGARDLESS OF

GROUNDWATER LEVELS, UNTIL STRUCTURES ARE PLACED IN OPERATION.

CONCRETE CRACK REPAIR:

CRACKS ON HORIZONTAL SURFACES SHALL BE REPAIRED BY GRAVITY FEEDING

CRACK SEALANT INTO CRACKS PER MANUFACTURER'S RECOMMENDATIONS. IF

CRACKS ARE LESS THAN 1/16" IN THICKNESS THEY SHALL BE PRESSURE INJECTED.

CRACKS ON VERTICAL SURFACES SHALL BE REPAIRED BY PRESSURE INJECTING

CRACK SEALANT THROUGH VALVES SEALED TO SURFACE WITH CRACK REPAIR

EPOXY ADHESIVE PER MANUFACTURER'S RECOMMENDATIONS.

MODIFICATION AND REPAIR TO EXISTING CONCRETE NOTES:

SEE SPECIFICATION SECTION 03740 FOR EXPLANATION OF CONCRETE REMOVAL

METHODS, CONNECTION METHODS AND MATERIALS USED.

AT LIMITS OF CONCRETE REMOVAL WHERE SURFACE WILL REMAIN EXPOSED MAKE

SURFACE SMOOTH BY SAW CUTTING OR GRINDING. COAT ENTIRE SURFACE WITH

COATING TO PROTECT EXPOSED REBAR.

IF CONCRETE IS REMOVED BEYOND LIMITS, REBUILD TO DESIRED LIMITS WITH REPAIR

MORTAR AND FINISH SMOOTH. COAT SURFACE WITH PROTECTIVE COATING WHERE

THERE IS LESS THAN 2" OF COVER OVER REBAR.

CONNECTION METHODS ARE DEFINED IN SPECIFICATION SECTION 03740.

METHOD A - CEMENT SLURRY BOND

METHOD B - ADHESIVE BOND

METHOD C - EMBEDDED DOWELS (EMBED REBAR 10 DIAMETERS AND

SMOOTH BAR 1 DIAMETER)

METHOD D - COMBINATION OF METHODS B AND C

CONCRETE MASONRY:

DESIGN CRITERIA:

DESIGN COMPRESSIVE STRENGTH OF MASONRY AT 28 DAYS f'm = 1500 PSI

ALLOWABLE STEEL STRESS fs = 24,000 PSI

CONTINUOUS INSPECTION IS REQUIRED FOR ALL MASONRY WORK.

ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH

DRAWINGS AND SPECIFICATIONS AND:

THE NATIONAL CONCRETE MASONRY ASSOCIATION "SPECIFICATIONS FOR DESIGN

AND CONSTRUCTION OF LOAD BEARING STRUCTURES."

ACI 530 "BUILDING CODE REQUIREMENTS FOR REINFORCED MASONRY STRUCTURES."

MATERIALS:

BLOCK: CONFORM TO ASTM C90 - LOAD BEARING, NORMAL WEIGHT TWO CELL,

8"x8"x16" AND 12"x8"x16" (COMPRESSIVE STRENGTH, NET AREA 1900 PSI)

MORTAR: CONFORM TO ASTM C270, TYPE S. MINIMUM COMPRESSIVE STRENGTH AT

28 DAYS - 1800 PSI. UTILIZE TYPE II CEMENT AND TYPE S LIME. MASONRY CEMENT

WILL NOT BE CONSIDERED.

STEEL: DUR-O-WALL OR EQUAL LADDER TYPE JOINT REINFORCEMENT AT EVERY

SECOND COURSE (16" OC). BOND BEAM AND FILLED CELL REINFORCEMENT AS PER

DRAWINGS. (ASTM A615, GRADE 60).

CONSTRUCTION:

ALL FILLED CELLS AND COLUMNS SHALL BE POURED AT LEAST (2) HOURS PRIOR TO

POURING LINTEL BLOCK OR TIE BEAMS.

MAXIMUM CONSTRUCTION HEIGHT OF MASONRY WALLS WITHOUT FILLED CELL OR

COLUMN POURS IS TO BE 8'-0". THE CONCRETE FOR FILLED CELLS SHALL BE

RODDED OR PUDDLED DURING PLACEMENT TO ENSURE COMPLETE FILLING TO THE

BLOCK CORE.

SEE STANDARD DETAILS AND ARCHITECTURAL DRAWINGS FOR LINTEL

REQUIREMENTS OVER OPENINGS.

PROVIDE CLEAN OUT AND INSPECTION BLOCK OUTS IN CELLS CONTAINING

REINFORCEMENT.

GEOTECHNICAL REPORT:

GEOTECHNICAL ENGINEERING REPORT ENTITLED, "_________________________________,"

BY __________________________________________________, DATED ______________, 20XX.

ABBREVIATIONSLEGEND AND SYMBOLS

ABBREVIATION NOTES:

1. ABBREVIATIONS AND DESIGNATIONS FOR STEEL MEMBERS MAY BE FOUND IN THE CURRENT

MANUAL OF STEEL CONSTRUCTION BY AISC.

2. ABBREVIATIONS OF TECHNICAL SOCIETIES AND TRADE ASSOCIATIONS MAY BE FOUND IN THE

SPECIFICATIONS.

3. WELDING SYMBOLS AND ABBREVIATIONS MAY BE FOUND IN AWS 2.4.

NOTES

GENERAL NOTES

WATERTIGHTNESS TESTING REQUIREMENTS:

THE WATER-CONTAINING STRUCTURES SHALL BE FILLED WITH POTABLE WATER

AND TESTED FOR WATERTIGHTNESS PER SPECIFICATION SECTION 018819.

PERFORM WATERTIGHTNESS TESTING PRIOR TO WATERPROOFING AND

DAMPPROOFING, INSTALLATION OF COATINGS AND LININGS, AND PRIOR TO

PLACING BACKFILL AROUND STRUCTURES.

ALL SEEPING CRACKS SHALL BE INJECTED WITH WATER ACTIVATED

HYDROPHILIC POLYURETHANE GROUT UNTIL SEEPAGE STOPS.

S-001

U C

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

J U

SCALE: 3/8" = 1'-0"2 ROOF PLAN

SCALE: 3/8" = 1'-0"1 FLOOR PLAN

C --B

A SECTION B SECTION

SCALE: 3/8" = 1'-0" LOOKING SOUTHC NORTH ELEVATION

SCALE: 3/8" = 1'-0" LOOKING NORTHD SOUTH ELEVATION

SCALE: 3/8" = 1'-0" LOOKING EASTE WEST ELEVATION

SCALE: 3/8" = 1'-0" LOOKING WESTFEAST ELEVATION

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-101

S, E

O N

S, S

O N

E N

PLAN

NORTH

E N

PLAN

NORTH

SCALE: 3/8" = 1'-0"SCALE: 3/8" = 1'-0"

G SECTION

SCALE: 3/4" = 1'-0"

EXISTING CONC.

PAD WITH STEEL

CASING BELOW

GROUND. REMOVE

PIPING AND CONC.

PAD. INFILL CASING

WITH CONC.

EXISTING

PIPE PENETRATION

REMOVE PIPING AND

INFILL WITH CONC.

EXISTING

DOOR

DO NOT

DISTURB

EXISTING LOUVER

REMOVE AND

INFILL WITH CMU

TO MATCH

EXISTING

DRAIN

TRENCH

INFILL WITH

CONC.

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING PIPING AND ALL

APPURTENANCES TO BE REMOVED

EXISTING STEEL MOUNTING PLATES AND GROUT FILL TO BE REMOVED

EXISTING CONC. FLOOR

TO REMAIN IN PLACE

CONC. EQUIPMENT PAD AND ALL MOUNTING EQUIPMENT TO BE REMOVED

EXISTING

10" DIA WELL CASING

TO REMAIN IN PLACE

EXISTING CASING

TO BE FILLED WITH

CONC. TO MATCH

EXISTING CONC. FLOOR

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING LOUVER

REMOVE AND INFILL WITH

CMU TO MATCH EXISTING

EXISTING 8" x 8" x 16"

HOLLOW CONC. BLOCK

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING LOUVER

REMOVE AND INFILL WITH

CMU TO MATCH EXISTING

EXISTING 8" x 8" x 16"

HOLLOW CONC. BLOCK

CONC. EQUIPMENT PAD

AND ALL MOUNTING

EQUIPMENT TO BE REMOVED

AND FILLED WITH CONC. TO

MATCH EXISTING CONC. FLOOR

CONC. EQUIPMENT PAD

AND ALL MOUNTING

EQUIPMENT TO BE REMOVED

AND FILLED WITH CONC. TO

MATCH EXISTING CONC. FLOOR

EXISTING

GRADE

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING

LOUVER

REMOVE

AND INFILL

WITH CMU

TO MATCH

EXISTING

EXISTING 8" x 8" x 16"

HOLLOW CONC. BLOCK

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING 8" x 8" x 16"

HOLLOW CONC. BLOCK

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM EXISTING LOUVER

REMOVE AND INFILL

WITH CMU TO

MATCH EXISTINGEXISTING

8" x 8" x 16"

HOLLOW

CONC. BLOCK

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING

DOOR

DO NOT

DISTURB

EXISTING

GRADE EXISTING

GRADE

EXISTING

GRADE

EXISTING

GRADE

EXISTING

GRADE

EXISTING PIPE PENETRATION

REMOVE PIPING AND

INFILL WITH CONC.

EXISTING PIPE PENETRATION

REMOVE PIPING AND

INFILL WITH CONC.

EXISTING

8" x 8" x 16"

HOLLOW

CONC. BLOCK

EXISTING

DRAIN TRENCH

INFILL WITH CONC.

EXISTING DRAIN TRENCH

INFILL WITH CONC.

U L

VISUALLY INSPECT ROOF

FOR ANY CRACKS OR

CREVICES. REPAIR PER

DETAILS SHOWN ON

S-501 UPON COMPLETION

OF REPAIRS APPLY A

WATERPROOFING

COATING THROUGH OUT

SLAB

NEW PIPE

PENETRATIONS.

SEE

MECHANICAL

DRAWINGS.

SCALE: 3/8" = 1'-0"2 ROOF PLAN

SCALE: 3/8" = 1'-0"1 FLOOR PLAN

SCALE: 3/8" = 1'-0"A SECTION

SCALE: 3/8" = 1'-0"B SECTION

C NORTH ELEVATION D SOUTH ELEVATION E FEAST ELEVATION

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-102

S, E

O N

S, S

O N

E N

PLAN

NORTH

E N

PLAN

NORTH

EXISTING CONC.

PAD WITH STEEL

CASING BELOW

GROUND. REMOVE

PIPING AND CONC.

PAD. INFILL CASING

WITH CONC.

EXISTING

PIPE PENETRATION

REMOVE PIPING AND

INFILL WITH CONC.

EXISTING

DOOR

DO NOT

DISTURB

EXISTING LOUVER REMOVE AND INFILL

WITH CMU TO MATCH EXISTING

EXISTING

DRAIN

TRENCH

INFILL WITH

CONC.

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING LOUVER

REMOVE AND INFILL WITH

CMU TO MATCH EXISTING

EXISTING 8" x 8" x 16"

HOLLOW CONC. BLOCK

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC. EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING LOUVER

REMOVE AND INFILL WITH

CMU TO MATCH EXISTING

EXISTING 8" x 8" x 16"

HOLLOW CONC. BLOCK

CONC. EQUIPMENT PAD

AND ALL MOUNTING

EQUIPMENT TO BE REMOVED

AND FILLED WITH CONC. TO

MATCH EXISTING CONC. FLOOR

CONC. EQUIPMENT PAD

AND ALL MOUNTING

EQUIPMENT TO BE REMOVED

AND FILLED WITH CONC. TO

MATCH EXISTING CONC. FLOOR

EXISTING

GRADE

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING

LOUVER

REMOVE

AND INFILL

WITH CMU

TO MATCH

EXISTING

EXISTING 8" x 8" x 16"

HOLLOW CONC. BLOCK

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING 8" x 8" x 16"

HOLLOW CONC. BLOCK

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING LOUVER

REMOVE AND INFILL

WITH CMU TO

MATCH EXISTING

EXISTING

8" x 8" x 16"

HOLLOW

CONC. BLOCK

EXISTING ROOF HATCH

REMOVE AND INFILL

WITH CONC.

EXISTING

CONC. ROOF

EXISTING

CONC. BEAM

EXISTING DOOR

DO NOT DISTURB

EXISTING

GRADE

EXISTING

GRADE

EXISTING

GRADE

EXISTING

GRADE

EXISTING

GRADE

EXISTING PIPE PENETRATION

REMOVE PIPING AND

INFILL WITH CONC.

EXISTING PIPE PENETRATION

REMOVE PIPING AND

INFILL WITH CONC.

EXISTING

8" x 8" x 16"

HOLLOW

CONC. BLOCK

EXISTING

DRAIN TRENCH

INFILL WITH CONC.

EXISTING DRAIN

TRENCH INFILL

WITH CONC.

WEST ELEVATION

SCALE: 3/8" = 1'-0" LOOKING SOUTH SCALE: 3/8" = 1'-0" LOOKING NORTH SCALE: 3/8" = 1'-0" LOOKING WEST SCALE: 3/8" = 1'-0" LOOKING EAST

EXISTING ANTENNA

DO NOT DISTURB

EXISTING CONC.

PIPE SUPPORTS

DO NOT DISTURB

U L

VISUALLY INSPECT ROOF

FOR ANY CRACKS OR

CREVICES. REPAIR PER

DETAILS SHOWN ON

S-501 UPON COMPLETION

OF REPAIRS APPLY A

WATERPROOFING

COATING THROUGH OUT

SLAB

NEW PIPE

PENETRATIONS.

SEE

MECHANICAL

DRAWINGS.

SCALE: 1/4" = 1'-0"2 ROOF PLAN

SCALE: 1/4" = 1'-0"1 FLOOR PLAN

S-104S-103

D C

S-105S-103

S-104S-103

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-103

U M

E N

PLAN

NORTH

E N

PLAN

NORTH

B S-105S-103

EXISTING PIPE

TRENCH GRATING

DO NOT DISTURB

EXISTING DOOR

DO NOT DISTURB

EXISTING PUMP PAD

DO NOT DISTURB

EXISTING SLIDING DOOR

DO NOT DISTURB

EXISTING DOOR

TO BE REPLACED

WITH NEW

EXISTING DOORS

DO NOT DISTURB

EXISTING DOOR

DO NOT DISTURB

EXISTING PUMP PAD

DO NOT DISTURB

EXISTING PIPE

TRENCH GRATING

DO NOT DISTURB

EXISTING WOOD STUD WALL WITH

PAINTED GYPSUM WALL BOARD ON

EACH SIDE. REMOVE IN ITS ENTIRETY.

REPLACE WITH 8" CMU. MATCH SAME

STYLE SAME AS EXTERIOR WALLS

NON-STRUCTURAL 4" CMU

NEW WALL

SPALLING UNDERSIDE OF ROOF.

SEE S-501 FOR REPAIR DETAILS

NEW DOOR

PATCH EXISTING

HOLE IN WALL

REMOVE DOORS AND

REPLACE WITH WALL

NEW STAIRS

1 1/2" DIA HANDRAIL

(BOTH SIDES)

U L

VISUALLY INSPECT ROOF

FOR ANY CRACKS OR

CREVICES. REPAIR PER

DETAILS SHOWN ON S-501

UPON COMPLETION OF

REPAIRS APPLY A

WATERPROOFING

COATING THROUGH

OUT SLAB

REMOVE EXISTING LOUVER.

INSTALL NEW FAN. INFILL

WITH CMU TO MATCH EXISTING

REMOVE EXISTING LOUVER.

INSTALL NEW LOUVER. INFILL

WITH CMU TO MATCH EXISTING

NEW PIPE PENETRATION

SEE PLUMBING DRAWINGS

EXISTING DOOR

DO NOT DISTURB

NEW PIPE PENETRATION

SEE PLUMBING DRAWINGS

REMOVE EXISTING LOUVER.

INSTALL NEW FAN. INFILL

WITH CMU TO MATCH EXISTING

REMOVE EXISTING LOUVER.

INSTALL NEW FAN. INFILL

WITH CMU TO MATCH EXISTING

NEW PIPE PENETRATION

SEE PLUMBING DRAWINGS

NEW PIPE PENETRATION

SEE PLUMBING DRAWINGS

NEW WALL OPENING

SEE MECHANICAL DRAWINGS

NEW WALL OPENING

SEE MECHANICAL DRAWINGS

INSTALL NEW FAN

NEW WALL OPENING

SEE MECHANICAL DRAWINGS

INSTALL NEW LOUVER

REMOVE EXISTING LOUVER.

INSTALL NEW LOUVER. INFILL

WITH CMU TO MATCH EXISTING

REMOVE EXISTING LOUVER.

INSTALL NEW LOUVER. INFILL

WITH CMU TO MATCH EXISTING

REMOVE EXISTING LOUVER.

INSTALL NEW LOUVER. INFILL

WITH CMU TO MATCH EXISTING

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-104

U M

O N

SCALE: 1/4" = 1'-0" LOOKING SOUTHD NORTH ELEVATION

SCALE: 1/4" = 1'-0" LOOKING NORTHE SOUTH ELEVATION

SCALE: 1/4" = 1'-0" LOOKING WESTF EAST ELEVATION

SCALE: 1/4" = 1'-0" LOOKING EASTG WEST ELEVATION

EXISTING DOORS

DO NOT DISTURB

REMOVE EXISTING LOUVER.

INSTALL NEW LOUVER.

INFILL WITH CMU TO MATCH EXISTING

EXISTING SLIDING DOOR

DO NOT DISTURB

EXISTING ELEVATED

DOUBLE DOORS

DO NOT DISTURB

EXISTING DOOR

TO BE REPLACED

WITH NEW

EXISTING DOOR

DO NOT DISTURB

REMOVE EXISTING

ELEVATED DOUBLE

DOORS AND

REPLACE WITH CMU

WALL MATCHING

EXTERIOR WALLS.

PATCH EXISTING

HOLE WITH CMU

WALL MATCHING

EXTERIOR WALLS.

U L

REMOVE EXISTING LOUVER.

INFILL WITH CMU TO MATCH EXISTING

NEW WALL PENETRATION.

INSTALL NEW FAN

REMOVE EXISTING LOUVER.

INSTALL NEW FAN.

INFILL WITH CMU TO MATCH EXISTING

REMOVE EXISTING LOUVER.

INSTALL NEW FAN.

INFILL WITH CMU TO MATCH EXISTING

NEW PIPE PENETRATION.

SEE PLUMBING DRAWINGS.

NEW PIPE PENETRATION.

SEE PLUMBING DRAWINGS.

NEW PIPE

PENETRATION.

SEE

MECHANICAL

DRAWINGS.

NEW PIPE

PENETRATION.

SEE PLUMBING

DRAWINGS.

NEW OPENING.

INSTALL NEW FAN.

SEE MECHANICAL DRAWINGS

NEW OPENING.

INSTALL NEW FAN.

SEE MECHANICAL

DRAWINGS

REMOVE EXISTING LOUVER.

INSTALL NEW LOUVER. INFILL

WITH CMU TO MATCH EXISTING

NEW OPENING.

INSTALL NEW LOUVER.

SEE MECHANICAL DRAWINGS

REMOVE EXISTING LOUVER.

INSTALL NEW LOUVER. INFILL

WITH CMU TO MATCH EXISTING

REMOVE EXISTING LOUVER.

INSTALL NEW LOUVER. INFILL

WITH CMU TO MATCH EXISTING

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-105

U M

N S

SCALE: 3/8" = 1'-0"C SECTION

SCALE: 1/4" = 1'-0"A SECTION

DEMO NEW

SCALE: 1/4" = 1'-0"B SECTION

EXISTING PIPE

TRENCH PLATE

DO NOT DISTURB

EXISTING WOOD STUD WALL.

REMOVE IN ITS ENTIRETY,

REPLACE WITH 8" CMU TO MATCH

EXISTING EXTERIOR WALLS

EXISTING WOOD STUD WALL.

REMOVE IN ITS ENTIRETY,

REPLACE WITH 8" CMU TO MATCH

EXISTING EXTERIOR WALLS

NEW 8"x8"x16" HOLLOW

CONCRETE BLOCK #4 @ 32"

VERT O.C. FULLY GROUT CELL

AT 32" O.C. #4 @ 48" HOR

NEW 6' W x 4' H WINDOW

SEE ARCH PLANS FOR

WINDOW TYPE

NEW 4" NON

STRUCTURAL CMU

WALL

NEW RESTROOM DOOR

NEW STAIRS

U L

NEW 4" NON

STRUCTURAL CMU

WALL

TREAD

1/4" CLOSURE

PLATE AT TOP

OF STRINGER

STRINGER

L 3x3x1/4 x 0'-3"

EACH SIDE

WELDED TO

TREAD

DETAIL

5/8" DIA SS

L3x3x1/4 x0'-5"

WELDED TO

STRINGER

TREAD

DETAIL

TREAD

1/4" CLOSURE

PLATE AT

STRINGER

STAIR STRINGER

TOP OF

GRATING

2- 3/4" DIA

SS BOLTS

PLATFORM

STRUCTURAL

FRAME

STAIR PLATFORM

STAIR LANDING SLAB

GRATING ANCHOR

CLIP W/ 1/4"

STAINLESS STEEL

BOLT, NUT & LOCK

WASHERS - 2 EACH

SIDE OF TREAD

GRATING TREAD

CHANNEL WEB

1/4" MAX

WELDED TAB

L 2-1/2x2-1/2x3/8x 0'-8" WELD

TO STRINGER

ADHESIVE ANCHORS

W/ 10d MIN EMBED

STAIR STRINGER

C10x15.3

C6x8.2

1" GRATING

N.T.S2

STRINGER CONNECTION

AT PLATFORM (TOP)

N.T.S3

STRINGER CONNECTION

AT CONCRETE WALL (TOP)

N.T.S1

STRINGER CONNECTION

AT CONCRETE SLAB (BOTTOM)

N.T.S4 GRATING STAIR TREAD

STAIR PLATFORM

EXISTING OPENING IN WALL

EXISTING DOOR OPENING

NEW PIPING SEE PLUMBING DRAWINGS

DETAIL 2

DETAIL 3

DETAIL 1

IN4"

FLOOR

2- 5/8" DIA SS

ADHESIVE ANCHORS

2- L3x3x1/4 x 0'-3"

EACH SIDE STRINGER

FINISH

TOP OF

GRATING

PLATFORM

STRUCTURAL

FRAME

W/ 10d MIN EMBED

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-106

U M

R D

U L

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-107

N K

E N

PLAN

NORTH

E N

PLAN

NORTH

SCALE: 3/16" = 1'-0"1 TANK FLOOR PLAN

S-107S-106

S-108S-106

S-108S-106 S-107S-106

S-107S-106

SCALE: 3/16" = 1'-0"2 TANK ROOF PLAN

VISUALLY INSPECT TANK ROOF

FOR ANY CRACKS OR CREVICES.

REPAIR PER DETAILS SHOWN ON S-501

UPON COMPLETION OF REPAIRS

APPLY A WATERPROOFING

COATING THROUGH OUT SLAB

EXISTING LADDER

RUNGS

EXISTING LADDER

RUNGS EXISTING TANK

ROOF HATCH

EXISTING TANK

ROOF HATCH

VISUALLY INSPECT INTERIOR

OF TANK FOR ANY SUPPORTS.

CREATE AS-BUILT DRAWINGS

AND INDICATE ANY

INTERIOR SUPPORTS

EXISTING LADDER

RUNGS EXISTING LADDER

RUNGS

VISUALLY INSPECT TANK FLOOR SLAB

FOR ANY CRACKS OR CREVICES.

REPAIR PER DETAILS SHOWN ON S-501

UPON COMPLETION OF REPAIRS

APPLY A WATERPROOFING

COATING THROUGH OUT SLAB

EXISTING SLAB

ON GRADE

EXISTING SLAB

ON GRADE

EXISTING

VAULT ROOF

EXISTING SLAB

HATCH

EXISTING

VENT PIPE

PENETRATIONS

EXISTING

VAULT ROOF

EXISTING SLAB

HATCH

EXISTING SLAB

HATCH

EXISTING SLAB

HATCH

EXISTING

VAULT ROOF

EXISTING

VAULT ROOF

EXISTING STAIRS

EXISTING

STAIRS

U L

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-108

N K

SCALE: 3/16" = 1'-0" LOOKING SOUTHC NORTH ELEVATION

SCALE: 3/16" = 1'-0" LOOKING NORTHD SOUTH ELEVATION

SCALE: 3/16" = 1'-0" LOOKING WESTE EAST ELEVATION

SCALE: 3/16" = 1'-0" LOOKING EASTF WEST ELEVATION

U L

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-109

N K

O N

SCALE: 3/8" = 1'-0"A SECTION

SCALE: 3/8" = 1'-0"B SECTION

VISUALLY INSPECT INTERIOR OF WALLS AND ROOF SLAB FOR ANY CRACKS

OR CREVICES. REPAIR PER DETAILS SHOWN ON S-501

UPON COMPLETION OF REPAIRS APPLY A WATERPROOFING

COATING THROUGH OUT SLAB

VISUALLY INSPECT INTERIOR OF TANK FOR ANY SUPPORTS. CREATE

AS-BUILT DRAWINGS AND INDICATE ANY INTERIOR SUPPORTS

VISUALLY INSPECT TANK FLOOR SLAB FOR ANY CRACKS

OR CREVICES. REPAIR PER DETAILS SHOWN ON S-501

UPON COMPLETION OF REPAIRS APPLY A

WATERPROOFING COATING THROUGH OUT SLAB

VISUALLY INSPECT INTERIOR OF WALLS AND ROOF SLAB FOR ANY CRACKS

OR CREVICES. REPAIR PER DETAILS SHOWN ON S-501

UPON COMPLETION OF REPAIRS APPLY A WATERPROOFING

COATING THROUGH OUT SLAB

VISUALLY INSPECT INTERIOR OF TANK FOR ANY SUPPORTS. CREATE

AS-BUILT DRAWINGS AND INDICATE ANY INTERIOR SUPPORTS

VISUALLY INSPECT TANK FLOOR SLAB FOR ANY CRACKS

OR CREVICES. REPAIR PER DETAILS SHOWN ON S-501

UPON COMPLETION OF REPAIRS APPLY A

WATERPROOFING COATING THROUGH OUT SLAB

U L

GRIND "V" GROOVE INTO EXISTING

CRACK, CLEAN W/HIGH PRESSURE

WASHER

PROVIDE NEW SURFACE

COATING RECOMENDED TO

CONCEAL FINE CRACKS AND

AS APPROVED BY THE

CONTRACTING OFFICER

EXISTING HAIR-LINE CRACK

EXISTING STRUCTURE

1/2" MIN.

PUMP

EPOXY GROUT

RUBBER PRESSURE INJECTOR

TUBE OR APROVED EQUAL

SURFACE SEALANT

CRACK TO BE REPAIRED

EXISTING STRUCTURE

EXISTING CRACK

SURFACE SEALANT

INJECTION TUBE

EXISTING STRUCTURE

1" M

REPAIR DAMAGED AREA

WITH HIGH STRENGTH

NON-SHRINK POLYMER

MODIFIED CONCRETE OR

APPROVED EQUAL (FINISH

WORK SHALL MATCH

EXISTING)

SAW-CUT ALONG DAMAGED

AREA PRIOR TO CONCRETE

REMOVAL

REMOVE EXISTING CONCRETE (CROSS HATCH)

AND ROUGHEN EXISTING SURFACE (3/8" MIN.

AMPLITUDE) APPLY CONCRETE BINDER TO

ROUGHENED SURFACE PRIOR TO REPAIR WORK

REMOVE ALL LOOSE

CONCRETE WITHIN DAMAGE

AREA (HATCH)

NOTE:

FOR SLAB 1" THICK OR DEEPER

REMOVE SPALLED PORTION TO

SOUND CONCRETE ROUGHEN

EXPOSED SURFACE

DEEP SAW-CUT

SPALLED CONCRETE

EDGES

BINDER EPOXY VARIES

EPOXY CONCRETE PATCH

ADDED

REINFORCEMENT (TYP.)

REQUIRED

REMOVE SPALLED PORTION TO

SOUND CONCRETE; ROUGHEN

EXPOSED SURFACE

DEEP SAW-CUT

SPALLED CONCRETE

EDGES

EPOXY BINDER

PROVIDE CHAMFER

TO MATCH EXIST.

(WHERE OCCURS)

EPOXY CONCRETE PATCH

N.T.S2 CRACK REPAIR DETAIL

N.T.S1 CRACK REPAIR w/EPOXY INJECTION

N.T.S3 EPOXY INJECTION ISOMETRIC DRAWING

N.T.S5 SPALLS REPAIR DETAIL

N.T.S6 TYP. SPALL DETAIL

N.T.S4 TYPICAL CORNER SPALL DETAIL

SHEET ID

N A

O R

C E

F O

R C

O N

A N

D M

O N

S U

R T

H , H

I D

N B

D B

C H

D B

E D

C O

N O

O R

N O

1 3 5 7 9

G U

, U

R M

B U

U M

G S

O N

, T

K D

Fi le

P at h:

Pl ot D at e:

2 4 6 8 10

N S

- N

O T

C O

R U

O N

) T R

H E

N D

C D

M S

H J

P ar kw ay

L an e Su ite

Pe ac ht re e

C or ne rs

G eo rg ia

S-501

U C

U L

File details come from the government source that posted it. Updated Apr 23, 2025.