B3_18B0030_SOL_AMEND-U0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to add draw ings inadvertently omitted from the solicitation. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9126G18B0030

X 9B. DATED (SEE ITEM

11) 22-Jun-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

U0001

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Jun-2018

CODE

CESWF-EC

819 TAYLOR STREET, ROOM 4A17

FORT WORTH, TX 76102

FORT WORTH TX 76102

W9126G 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9126G18B0030

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

(End of Summary of Changes)

SAN ANTONIO

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International Airport

San Antonio

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Braunfels

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Stockdale

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CANYON LAKE

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LACKLAND AFB

Kelly

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NO. 9

NO. 18

COURTS

BASKETBALL

TENNIS COURTS

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NO

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NO. 9

DODD

NO. 6

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FAC. #6159

TENNIS

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FAC.#1391

RUNNING

TRACK 3325

638632 634630

688 616

602601

631 633 635

PM ADMIN

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703 702

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A0603

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A0602

B0602B0601

A0601

B0642

B0640

B0638

B0636

B0634

B0632

B0630

B0628

B0622

B0620

B0618

B0619

B0621

B0623

B0625

B0627

B0629

B0631

B0633

B0635

B0637

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B0012

B0011

B0010

B0009

B0008

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B0004

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B0470 B0472

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B0476 B0478 B0480

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8503 8504

8505 8506

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8528 8530

8536 8540

8582 8584 8586 8588 8590

8523 8525 8527

8529 8531

8580 8581 8583 8585

8587 8589 8591 8593

8615 8617

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8564 8566 8568 8570

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CARSON STREET

SPOFFORD STREET

SHARPE ROAD

AINSWORTH ROAD

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EASLEY STREET

RD. NO. S-35

HOOD STREET

RD. NO. S-6-S

RD. NO. S-6-N

GREELEY ROAD

HOOD STREET

PARKER ROAD

RD. NO. S-5

DICKMAN ROAD

BURR ROAD

ARTHUR

MACARTHUR

CONNELL ROAD

TREAT FIELD

CAVALRY POST

ROAD NO. S-19

BUCK ROAD

BRACKENRIDGE ROAD

ARTILLERY POST ROAD

ROAD NO. S-3

ELEANOR AVENUE

ARMY BOULEVARD

LAWTON ROAD

L L

GORGAS CIRCLE

W.W. WHITE ROAD

TAYLOR ROAD

CROCKETT ROAD

McIDOE ROAD

IE

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HARNEY ROAD

ZINN ROAD

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TAYLOR RD.

FORT SAM

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HARDEE ROAD

WASH RACK

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CALUGAS COURT

VIDALES CIRCLE

DECKER CIRCLE

BUCKNER COURT

MEEKS CIRCLE

BONDSTEEL

CIRCLE

ODOM

KIMBRO

FARR

DEAN

BURGE CIRCLERODRIGUES CIRCLE

ASHBY

GARDNER

BARKELY CIRCLE

JOHNSTON CIRCLE

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McMURRAY RD

JESSUP ROAD

GRAVEL

HARDSTAND

BINZ ENGLEMAN ROAD

BURR ROAD

TREAT FIELD

CAVALRY POST

BEEBE LOOP

ARMY BOULEVARD

W. W. WHITE ROAD

HELIPORT

W. W. WHITE ROAD

P1234

ALLEN ROAD

BINZ ENGLEMAN ROAD

P3625

P3620

P3621

P3622

P3600

P3611

ALLEN ROAD

STANLEY ROAD

WHEATON ROAD

GRAHAM ROADGRAHAM ROAD

WHEATON ROAD

GRAHAM ROAD

AREA

PLAY

GROUND

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LANG ROAD

FOULOIS PASS

BIRKHEAD DRIVE

BINZ ENGLEMAN RD

CLOSED GATE

GATE

CLOSED GATE

MEADE FIELD

TRACK

RUNNING

REPAIR 502 ABW/FSH MULTI-SERVICE TROOP AND

FAMILY READINESS

JOINT BASE SAN ANTONIO

Scale: N.T.S

REGIONAL MAP

NN

Scale: N.T.S

JBSA - SAM HOUSTON

NN

CONTRACTOR'S

ENTRANCE

VISITOR'S

ENTRANCE

PROJECT

LOCATION

G-001

XX

d w g

JOINT BASE SAN ANTONIO

SAM HOUSTON

502d CIVIL ENGINEER SQ.

SAN ANTONIO, TX

2 3 4 5 a t e p r o v l s r i n

Reference Number:

Sheet of

PROJECT NUMBER

1 2 3 4 5

IX

III

ST

EN

JBSF150055A

G-002 r

Sheet List Table

Sheet Number Sheet Title

GENERAL

G-001 COVER SHEET

G-002 DRAWING INDEX

G-003 PROJECT LOCATION PLAN

G-004 LIFE SAFETY PLANS AND BUILDING CODE SUMMARY

G-005 LIFE SAFETY PLANS AND BUILDING CODE SUMMARY

G-006 LIFE SAFETY PLANS AND BUILDING CODE SUMMARY

GC100 GENERAL CONTRACT

SURVEY

V-001 SURVEY ABBREVIATIONS AND LEGEND

VF100 FIELD SURVEY - BUILDING 2263

VF101 FIELD SURVEY - SWING SPACE

CIVIL

C-001 CIVIL LEGEND AND ABBREVIATIONS

C-002 CIVIL NOTES

CD100 DEMOLITION PLAN - BUILDING 2263

CD101 DEMOLITION PLAN - SWING SPACE

CI100 CIVIL IMPROVEMENTS - BUILDING 2263

CI101 CIVIL IMPROVEMENTS - SWING SPACE

CG100 GRADING PLAN - BUILDING 2263

CG101 EROSION CONTROL PLAN - BUILDING 2263

CG102 EROSION CONTROL PLAN - SWING SPACE

CU100 UTILITY PLAN - BUILDING 2263

CU101 UTILITY PLAN - SWING SPACE

C-500 CIVIL DETAILS

C-501 CIVIL DETAILS

C-502 CIVIL DETAILS

C-503 CIVIL DETAILS

C-504 CIVIL DETAILS

C-505 CIVIL DETAILS

STRUCTURAL

S-001 STRUCTURAL NOTES

S-102 STRUCTURAL FIRST LEVEL FLOOR PLAN A

S-103 STRUCTURAL FIRST LEVEL FLOOR PLAN B

S-104 STRUCTURAL SECOND LEVEL FLOOR PLAN A

S-105 STRUCTURAL SECOND LEVEL FLOOR PLAN B

S-106 STRUCTURAL THIRD FLOOR PLAN A

S-107 STRUCTURAL THIRD FLOOR PLAN B

S-108 STRUCTURAL ATTIC PLAN A

S-109 STRUCTURAL ATTIC PLAN B

S-501 FRAMING AND CONCRETE ANCHORAGE

S-502 FRAMING ATTACHMENTS

S-503 STRUCTURAL DETAILS

S-504 STRUCTURAL DETAILS

ARCHITECTURAL

A-001 ABBREVIATIONS AND SYMBOLS

AD100 BASEMENT FLOOR DEMO PLAN A

AD101 BASEMENT FLOOR DEMO PLAN B

AD102 FIRST FLOOR DEMO PLAN A

AD103 FIRST FLOOR DEMO PLAN B

AD104 SECOND FLOOR DEMO PLAN A

AD105 SECOND FLOOR DEMO PLAN B

AD106 THIRD FLOOR DEMO PLAN A

AD107 THIRD FLOOR DEMO PLAN B

AD108 BASEMENT FLOOR REFLECTED CEILING DEMO PLAN A

AD109 BASEMENT FLOOR REFLECTED CEILING DEMO PLAN B

AD110 FIRST FLOOR REFLECTED CEILING DEMO PLAN A

AD111 FIRST FLOOR REFLECTED CEILING DEMO PLAN B

AD112 SECOND FLOOR REFLECTED CEILING DEMO PLAN A

AD113 SECOND FLOOR REFLECTED CEILING DEMO PLAN B

AD114 THIRD FLOOR REFLECTED CEILING DEMO PLAN A

AD115 THIRD FLOOR REFLECTED CEILING DEMO PLAN B

AD116 ATTIC DEMOLITION PLAN A

AD117 ATTIC DEMOLITION PLAN B

AD118 ROOF DEMO PLAN A

AD119 ROOF DEMO PLAN B

A-100 BASEMENT FLOOR PLAN A

A-101 BASEMENT FLOOR PLAN B

A-102 FIRST FLOOR PLAN A

A-103 FIRST FLOOR PLAN B

A-104 SECOND FLOOR PLAN A

A-105 SECOND FLOOR PLAN B

A-106 THIRD FLOOR PLAN A

A-107 THIRD FLOOR PLAN B

A-108 ROOF PLAN A

A-109 ROOF PLAN B

A-110 ATTIC FLOOR PLAN A

A-111 ATTIC FLOOR PLAN B

A-112 BASEMENT FLOOR REFLECTED CEILING PLAN A

A-113 BASEMENT FLOOR REFLECTED CEILING PLAN B

A-114 FIRST FLOOR REFLECTED CEILING PLAN A

A-115 FIRST FLOOR REFLECTED CEILING PLAN B

A-116 SECOND FLOOR REFLECTED CEILING PLAN A

A-117 SECOND FLOOR REFLECTED CEILING PLAN B

A-118 THIRD FLOOR REFLECTED CEILING PLAN A

A-119 THIRD FLOOR REFLECTED CEILING PLAN B

A-201 NORTH ELEVATION

A-202 SOUTH ELEVATION

A-203 EAST AND WEST ELEVATIONS

A-204 COURTYARD ELEVATIONS

A-301 TYPICAL WALL TYPES

A-302 TYPICAL WALL SECTIONS

A-303 STAIR RAILING SECTIONS

A-304 STAIR RAILING SECTIONS

A-401

ENLARGED RESTROOM PLANS AND INTERIOR

ELEVATIONS

A-402 ENLARGED STAIR PLANS

A-403 ENLARGED STAIR PLANS

A-404 ENLARGED STAIR PLANS

A-501 WINDOW DETAILS

A-502 STOREFRONT DETAILS

A-503 CURTAIN WALL ENTRANCE DETAILS

A-504 MISCELLANEOUS DETAILS

A-505 STAIR RAILING DETAILS

A-506 ROOF DETAILS

A-507 MILWORK AND CEILING DETAILS

A-601 DOOR SCHEDULE - ELEVATIONS

A-602 DOOR SCHEDULE

A-603 DOOR SCHEDULE

A-604 DOOR SCHEDULE

A-605 WINDOW SCHEDULE - ELEVATIONS

A-606 ROOM FINISH SCHEDULE

A-607 ROOM FINISH SCHEDULE

A-608 ROOM FINISH SCHEDULE

A-609 SCHEDULE OF FINISHES

A-610 ENLARGED FINISH PLAN - FLOOR PATTERN BASEMENT

A-611

ENLARGED FINISH PLAN - FLOOR PATTERN FIRST

FLOOR

A-612

ENLARGED FINISH PLAN - FLOOR PATTERN SECOND

AND THIRD FLOORS

A-613 SIGNAGE SCHEDULE

A-614 SIGNAGE ELEVATION AND DETAILS

A-615 SIGNAGE BASEMENT FLOOR PLAN A

A-616 SIGNAGE BASEMENT FLOOR PLAN B

A-617 SIGNAGE FIRST FLOOR PLAN A

A-618 SIGNAGE FIRST FLOOR PLAN B

A-619 SIGNAGE SECOND FLOOR PLAN A

A-620 SIGNAGE SECOND FLOOR PLAN B

A-621 SIGNAGE THIRD FLOOR PLAN A

A-622 SIGNAGE THIRD FLOOR PLAN B

A-701 SWING SPACE FLOOR PLANS

A-702 SWING SPACE FURNITURE LAYOUT

FIRE PROTECTION

FX001

FIRE PROTECTION FIRE SPRINKLER GENERAL

INFORMATION

FX100 FIRE SPRINKLER BASEMENT FLOOR PLAN A

FX101

FIRE PROTECTION FIRE SPRINKLER BASEMENT

FLOOR PLAN B

FX102

FIRE PROTECTION FIRE SPRINKLER FIRST FLOOR

PLAN A

FX103

FIRE PROTECTION FIRE SPRINKLER FIRST FLOOR

PLAN B

FX104

FIRE PROTECTION FIRE SPRINKLER SECOND FLOOR

FX105

FIRE PROTECTION AND FIRE SPRINKLER SECOND

FX106

FIRE PROTECTION FIRE SPRINKLER THIRD FLOOR

FX107

FIRE PROTECTION FIRE SPRINKLER THIRD FLOOR

FX108 FIRE PROTECTION FIRE SPRINKLER ATTIC PLAN A

FX109 FIRE SPRINKLER ATTIC PLAN B

FIRE ALARM

FA001

FIRE ALARM AND MASS NOTIFICATION GENERAL

INFORMATION

FA100

FIRE ALARM AND MASS NOTIFICATION BASEMENT

FLOOR PLAN A

FA101

FIRE ALARM AND MASS NOTIFICATION BASEMENT

FA102

FIRE ALARM AND MASS NOTIFICATION FIRST FLOOR

FA103

FIRE ALARM AND MASS NOTIFICATION FIRST FLOOR

FA104

FIRE ALARM AND MASS NOTIFICATION SECOND

FLOOR PLAN A

FA105

FIRE ALARM AND MASS NOTIFICATION SECOND

FA106

FIRE ALARM AND MASS NOTIFICATION THIRD FLOOR

FA107

FIRE ALARM AND MASS NOTIFICATION THIRD FLOOR

FA108 FIRE ALARM AND MASS NOTIFICATION ATTIC PLAN A

FA109 FIRE ALARM AND MASS NOTIFICATION ATTIC PLAN B

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS

M-002 MECHANICAL SYMBOLS

MD100 BASEMENT MECHANICAL DEMO PLAN A

MD101 BASEMENT MECHANICAL DEMO PLAN B

M-100 BASEMENT MECHANICAL PLAN A

M-101 BASEMENT MECHANICAL PLAN B

M-102 FIRST FLOOR MECHANICAL PLAN A

M-103 FIRST FLOOR MECHANICAL PLAN B

M-104 SECOND FLOOR MECHANICAL PLAN A

M-105 SECOND FLOOR MECHANICAL PLAN B

M-106 THIRD FLOOR MECHANICAL PLAN A

M-107 THIRD FLOOR MECHANICAL PLAN B

M-500 MECHANICAL DETAILS

M-600 MECHANICAL SCHEDULES

PLUMBING

P-001 PLUMBING ABBREVIATIONS AND SYMBOLS

PD100 BASEMENT AND FIRST FLOOR PLUMBING DEMO PLAN

PD101 SECOND AND THIRD FLOOR PLUMBING DEMO PLAN

P-100 BASEMENT AND FIRST FLOOR PLUMBING PLAN

P-101 SECOND AND THIRD FLOOR PLUMBING PLAN

P-102 BASEMENT AND FIRST FLOOR SANITARY PLAN

P-103 SECOND AND THIRD FLOOR SANITARY PLAN

P-500 PLUMBING DETAILS I

ELECTRICAL

E-001 ELECTRICAL GENERAL NOTES

E-002 ELECTRICAL SYMBOLS

ED100 BASEMENT DEMO POWER PLAN A

ED101 BASEMENT DEMO POWER PLAN B

ED102 FIRST FLOOR DEMO POWER PLAN A

ED103 FIRST FLOOR DEMO POWER PLAN B

ED104 SECOND FLOOR DEMO PLAN AREA A

ED105 SECOND FLOOR DEMO PLAN B

ED106 THIRD FLOOR DEMO POWER PLAN A

ED107 THIRD FLOOR DEMO POWER PLAN B

ED600 ONE LINE DIAGRAM DEMO

EL100 BASEMENT LIGHTING PLAN A

EL101 BASEMENT LIGHTING PLAN B

EL102 FIRST FLOOR LIGHTING PLAN A

EL103 FIRST FLOOR LIGHTING PLAN B

EL104 SECOND FLOOR LIGHTING PLAN A

EL105 SECOND FLOOR LIGHTING PLAN B

EL106 THIRD FLOOR LIGHTING PLAN A

EL107 THIRD FLOOR LIGHTING PLAN B

EP100 BASEMENT POWER PLAN A

EP101 BASEMENT POWER PLAN B

EP102 FIRST FLOOR POWER PLAN A

EP103 FIRST FLOOR POWER PLAN B

EP104 SECOND FLOOR POWER PLAN A

EP105 SECOND FLOOR POWER PLAN B

EP106 THIRD FLOOR POWER PLAN A

EP107 THIRD FLOOR POWER PLAN B

EP501 POWER DETAILS

EL601 LIGHTING SCHEDULE

EP600 ONE LINE DIAGRAM

EP601 PANEL SCHEDULES

EP602 PANEL SCHEDULES

EP603 PANEL SCHEDULES

EP604 PANEL SCHEDULES

EP605 PANEL SCHEDULES

EP606 PANEL SCHEDULES

EP607 PANEL SCHEDULES NEW

EP608 PANEL SCHEDULES NEW

EP609 PANEL SCHEDULES NEW

EP610 PANEL SCHEDULE NEW

EP611 PANEL SCHEDULE NEW

EP612 PANEL SCHEDULE NEW

EP613 PANEL SCHEDULE NEW

EP614 LOAD SUMMARY SCHEDULE

TELECOMMUNICATION

TN001

TELECOMMUNICATION ABBREVIATIONS, SYMBOLS

AND GENERAL NOTES

TD100

TD101 BASEMENT TELECOMM DEMO PLAN B

TD102 FIRST FLOOR TELECOMM DEMO PLAN A

TD103 FIRST FLOOR TELECOMM DEMO PLAN B

TD104 SECOND FLOOR TELECOMM DEMO PLAN A

TD105 SECOND FLOOR TELECOMM DEMO PLAN B

TD106 THIRD FLOOR TELECOM DEMO PLAN A

TD107 THIRD FLOOR TELECOMM DEMO PLAN B

TN100 BASEMENT TELECOMMUNICATION PLAN A

TN101 BASEMENT TELECOMMUNICATION PLAN B

TN102 FIRST FLOOR TELECOMMUNICATION PLAN A

TN103 FIRST FLOOR TELECOMMUNICATION PLAN B

TN104 SECOND FLOOR TELECOMMUNICATION PLAN A

TN105 SECOND FLOOR TELECOMMUNICATION PLAN B

TN106 THIRD FLOOR TELECOMMUNICATION PLAN A

TN107 THIRD FLOOR TELECOMMUNICATION PLAN B

T-501 TELECOMMUNICATION DETAILS

T-502 TELECOMMUNICATION DETAILS

G-003 r

SCALE: NONE

PROJECT LOCATION PLAN

NORTH

GENERAL NOTES

1. ALL BORROW OR SPOIL OPERATIONS SHALL BE OFF GOVERNMENT CONTROLLED PROPERTY AT THE

CONTRACTOR'S RESPONSIBILITY AND EXPENSE UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR CAN EXPECT DELAYS OF 15 MINUTES AND LONGER AT ACCESS CONTROL POINT. CONTRACTOR

MAY NEED TO ADJUST CONCRETE MIX DESIGN TO ASSURE SATISFACTORY CONCRETE QUALITY AND PLACEMENT.

3. THE CONTRACTOR SHALL OBTAIN 502ND CIVIL ENGINEERING SQUADRON APPROVAL FOR THE PROPOSED HAUL

ROUTE AND STAGING AREA.

STAGING AREA

PROJECT LOCATION

HAUL ROUTE

SWING SPACE

C.P. = 54

T.D. = 148'

T.D. = 149'

DOORSTAIR

170146

170140

NR

DOOR

UP

DN

UP UP

CLASSROOM

OFFICE

CORRIDOR

JANITOR

COMM

STAIR

MEN

ELEV.

EQUIP.

TELECOM

STOR.

WOMEN

RECEPTION

STAIR STAIR

CORRIDORCORRIDOR

WATER SERVICE

B48

OFFICEOFFICE

UP UP

VESTIBULE

OFFICE OFFICE

JAN.

LOBBY

OFFICE OFFICE

BREAK

LOBBY OFFICE

LOBBY

T.D. = 221'

T.D. = 228'

C.P. = 54

C.P. = 30

T.D. = 101'

LEGEND

INDICATES TRAVEL DISTANCE TO EXIT

INDICATES EXISTING TWO HOUR EXIT

ENCLOSURE

T.D. = XXX'

xx

EGRESS COMPONENT

CLEAR WIDTH (INCHES)

MAXIMUM CAPACITY

ACTUAL OCCUPANT LOAD

NR = NOT REQUIRED

G-004 p r o v s c r i p t i

SCALE:

" = 1'-0"

0 8' 16' 48'32'

BASEMENT LIFE SAFETY PLAN

CODE SUMMARY

FIRST FLOOR LIFE SAFETY PLAN

DEAD END CORRIDOR (LSC 101: 39.2.5.2)

COMMON PATH OF TRAVEL (LSC 101: 39.2.5.3.1

MAXIMUM TRAVEL DISTANCE (LSC 101: 39.2.6.3)

EGRESS CAPACITY (LSC TABLE 7.3.3.1)

MEANS OF EGRESS (LSC 101: 39.2.4.3 / IBC 1015.1)

OCCUPANT LOAD (LSC 101: TABLE 7.3.1.2 / IBC TABLE 1004.1.2)

PORTABLE FIRE EXTINGUISHER

FIRE SPRINKLER SYSTEM

FIRE RESISTIVE SEPARATION

ALLOWABLE HEIGHT AND AREA (IBC TABLE 503)

CONSTRUCTION TYPE

OCCUPANCY CLASSSIFICATION

BUILDING CODES

SHALL NOT EXCEED 50 FEET

PROVIDED = NOT APPLICABLE

SHALL NOT EXCEED 100 FEET

PROVIDED = XX' - X"

MAXIMUM DISTANCE ALLOWED = 300 FEET

MAXIMUM PROVIDED = XX' - X" FROM MOST REMOTE POINT TO EXIT

MINIMUM NUMBER OF EXITS REQUIRED = 2

NUMBER OF EXITS PROVIDED = MIN. 2 (VARIES BY FLOOR)

OCCUPANT LOAD FACTOR -

BUSINESS OCCUPANCY = 100 GSF / PERSON

ASSEMBLY OCCUPANCY = 15 GSF / PERSON

OCCUPANT LOAD:

BASEMENT - 16,208 GSF - B OCC = 163 OCC + 3,888 SF - A OCC =

260 OCC.

1ST FLOOR - 20,703 GSF - B OCC = 207 OCC

2ND FLOOR - 20,542 GSF - B OCC = 206 OCC

3RD FLOOR - 20,182 GSF - B OCC = 202 OCC

ATTIC - NOT NORMALLY OCCUPIED

TOTAL OCCUPANT LOAD = 1037 OCCUPANTS

NOT REQUIRED IN FULLY SPRINKLERED BUILDING

PROTECTED THROUGHOUT

2 HOUR RATING (EXISTING) AT STAIR ENCLOSURES - 1 HOUR

REQUIRED

ALLOWABLE HEIGHT = FOUR STORIES

DESIGN HEIGHT = THREE STORIES WITH BASEMENT

ALLOWABLE AREA = 57,000 GROSS SQUARE FEET (GSF)

AREA INCREASE BASED ON FRONTAGE - 1.75 X ALLOWABLE = 99,750

GSF

DESIGN AREA = 81,523 GSF

TYPE IIIB

IBC: BUSINESS GROUP B

LSC: CHAPTER 38 NEW BUSINESS

- 2015 NFPA 101 LIFE SAFETY CODE (LSC)

- 2015 INTERNATIONAL BUILDING CODE (IBC)

- UFC 3-600-01 - FIRE PROTECTION

BASEMENT - 730 OCCUPANTS

FIRST FLOOR - 2,040 OCCUPANTS

SECOND FLOOR - 640 OCCUPANTS

THIRD FLOOR - 640 OCCUPANTS.

170174

OFFICE OFFICE OFFICE OFFICE

OFFICEOFFICE

UPDN

DN UP

MENSJANITOR

T.D. = 217'

T.D. = 233'

C.P. = 39

T.D. = 225' T.D. = 233'

C.P. = 39

INDICATES EXISTING TWO HOUR STAIR

G-005 p r o v s c r i p t i

SECOND FLOOR LIFE SAFETY PLAN

THIRD FLOOR LIFE SAFETY PLAN

17080

NOT OCC

17080

NOT OCC

T.D. = 181'

INDICATES EXISTING TWO HOUR STAIR

G-006 p r o v s c r i p t i

ATTIC FLOOR LIFE SAFETY PLAN

GC100

r

GENERAL CONTRACT NOTES

SWING SPACE

1. COMPLETE CONSTRUCTION AND TRANSITION TO THE

SWING SPACE PRIOR TO WORK BEGINNING AT BUILDING

2263.

2. THE ERECTION AND DISMANTLING OF THE SWING SPACE

AS WELL AS THE TEMPORARY FURNISHINGS FOR THE

SWING SPACE ARE A PART OF THE BASE BID UNDER THE

GENERAL CONSTRUCTION CONTRACT.

3. UTILITIES SUCH AS SANITARY SEWER, WATER (BOTH

DOMESTIC AND FIRE SPRINKLER), GAS, POWER,

TELECOMMUNICATION AND ANY OTHER SERVICE

REQUIRED TO MAKE THE SWING SPACE FUNCTION AS A

QUALITY OFFICE SPACE WILL BE A PART OF THE GENERAL

CONSTRUCTION CONTRACT.

4. PROVIDE MODULAR BUILDINGS AS FULLY FUNCTIONAL

UNITS INCLUDING PLUMBING, HVAC, ELECTRIC, TELECOM,

LIGHTING, FIRE ALARM, FIRE SPRINKLER, RAMPS, SITE

WORK, AND UTILITY CONNECTIONS.

5. HVAC IN MODULAR BUILDINGS TO BE SIZED TO SUSTAIN

RELATIVE HUMIDITY LESS THAN 50% WITH 78 DEGREE

TEMPERATURE INTERIOR CONDITIONS DURING THE

COOLING SEASON AND 68 DEGREE HEATING IN THE

HEATING SEASON. LEVERAGE HOT GAS REHEAT FOR

DEHUMIDIFICATION.

6. THE SWING SPACE WILL CONSIST OF TWO SIMILAR

BUILDINGS WITH DIMENSIONS OF 120' X 192' PROVIDING A

GROSS AREA OF 23,040 SQ. FT. PER BUILDING OR 46,080

SQ. FT. FOR BOTH. THE BUILDINGS ARE MADE UP OF 32

MODULAR SECTIONS OF 12' X 60'. ATTACHED TO THE END

OF EAST BUILDING IS A RESTROOM ADDITION MADE UP OF

TWO 12' X 20' MODULES FOR AN ADDED 480 SQ. FT.

7. THE MODULAR BUILDINGS WILL BE PLACED ON

TEMPORARY MASONRY PIERS AS DESIGNED BY THE

MODULAR BUILDING SUPPLIER. THE PIERS WILL SET ON A

PREPARED BASE OF COMPACTED STRUCTURAL FILL. THE

PIERS WILL RAISE THE FINISHED FLOOR ELEVATION TO

APPROXIMATELY 3'-0" ABOVE THE GRADE REQUIRING

STAIRS TO ACCESS THE BUILDING. AN ACCESSIBLE

ROUTE WILL BE PROVIDED BY A RAMP WITH A SLOPE OF 1

IN 12.

8. THE EXTERIOR WALLS OF THE STRUCTURE WILL BE 2 X 6

WOOD OR STEEL STUD CONSTRUCTION EXTENDING UP

TO A PITCHED METAL ROOF. WALLS WILL BE FINISHED

WITH COMPOSITE SIDING AT THE EXTERIOR AND GYPSUM

BOARD AT THE INTERIOR. WALL, CEILING AND CRAWL

SPACE INSULATION WILL BE R-19.

9. INTERIOR DEMISING WALLS WILL BE 3 5/8" STEEL STUDS

WITH A GYPSUM BOARD FINISH AND ACOUSTICAL

INSULATION.

10. SUSPENDED CEILINGS WILL BE 2' X 4' ACOUSTICAL.

11. OFFICES WILL HAVE A CARPET TILE FLOOR AND

RESTROOMS AND CORRIDORS WILL HAVE VINYL TILE.

RESTROOMS WILL HAVE AN FRP PANEL WAINSCOT AT

WET WALLS.

12. ALL ROOMS WITHIN THE OFFICE MODULES WILL BE

SERVED WITH AN AUTOMATIC SPRINKLER SYSTEM.

13. INTERIOR HARDWALL OFFICES WILL BE MADE UP OF A

MODULAR WALL SYSTEM. OFFICES WILL GENERALLY BE A

NOMINAL 10' X 10'.

14. SLIDING ALUMINUM WINDOWS GENERALLY WILL BE

LOCATED AT 12' O.C. AROUND THE PERIMETER OF THE

BUILDINGS. PROVIDE BLINDS FOR WINDOWS.

15. ELEVATED DECKS AND WALKWAYS WILL CONSIST OF

SPACED COMPOSITE DECKING OVER TREATED WOOD

CONSTRUCTION.

16. SIGNAGE WILL BE LOCATED AT THE EXTERIOR OF THE

BUILDING TO IDENTIFY THE DEPARTMENTS WITHIN EACH

BUILDING. DIRECTIONAL SIGNAGE INSIDE EACH BUILDING

WILL INDICATE WHERE TO FIND EACH OFFICE AND

SIGNAGE WILL IDENTIFY EACH MAJOR OFFICE AND

FUNCTION.

17. AFTER TENANTS RETURN TO A RENOVATED BUILDING.

2263, RETURN SWING SPACE SITE TO PRE-CONSTRUCTION

CONDITIONS , INCLUDING RE-VEGETATION.

18. ALL UTILITY COORDINATION AND COST INCLUDING

METERED WAGE COST FOR THE SWING SPACE AREA IS

TO BE THE RESPONSIBILITY OF THE CONTRACTOR.

19. CONCEPTUAL ENERGY MODELING SUGGEST (2) 300 KVA

TRANSFORMERS WILL BE REQUIRED TO SERVE MODULAR

BUILDINGS. ENERGY MODELING SUGGESTS

APPROXIMATELY 100kBtu PER SQUARE FOOT PER YEAR

ENERGY CONSUMPTION AND PEAK DEMAND

APPROXIMATELY 130kW PER PRIMARY MODULAR

BUILDING ASSUMING HOT GAS REHEAT AND HEAT PUMP

TO MEET HEATING NEEDS. CONTRACTOR

REQUIRED TO SUBMIT WORK REQUEST WITH CPS

ENERGY FOR NEW TRANSFORMER AND SERVICE AND TO

PAY ELECTRICITY COST FOR MODULAR

BUILDINGS. CONTRACTOR ALSO REQUIRED TO PAY

WATER COST TO PROVIDE SERVICE TO MODULAR

BUILDINGS. COORDINATE WITH 502d CES REGARDING ALL

UTILITIES. PRIVATE UTILITY PROVIDERS EXIST FOR

ELECTRICITY AND WATER, COORDINATE WITH THOSE

UTILITY PROVIDERS IN ADDITION TO 502d CES.

20. FIRE SPRINKLER TO INCLUDE MODULAR BUILDING

INTERIOR AND AREA UNDER MODULAR BUILDING FOR

EACH MODULAR BUILDING STRUCTURE GREATER THAN

5,00 SQUARE FEET. PROVIDE DRY-PIPE SPRINKLER

SYSTEMS FOR ANY NON- CONDITIONED SPACES. ALL

SPRINKLER DESIGNS SHALL COMPLY WITH NFPA 13, 2016

EDITION AND UFC 3-600-01, CHANGE I, 28 NOVEMBER 2016.

21. PROVIDE FIRE ALARM PANEL AND DEVICES TO EACH

BUILDING.

22. PROVIDE EXTERIOR LOCKS TO MODULAR BUILDING

MEETING BUILDING 2263 REQUIREMENTS. PROVIDE

INTERIOR LOCKS FOR OFFICES AND LOCKING DOORS

MEETING BUILDING 2263 REQUIREMENTS.

23. COORDINATE WITH 502d COMM FOR COMMUNICATION

CONNECTIONS. MEET BUILDING 2263 REQUIREMENTS

FOR MODULAR BUILDING COMMUNICATIONS SYSTEMS.

24. PROVIDE MINIMUM OF TWO DATA PORT PER INDIVIDUAL

WORKSTATION AND PROVIDE DEDICATED CIRCUIT WITH

SIX RECEPTACLES PER INDIVIDUAL WORK STATION.

25. SUBMIT SHOP DRAWINGS REFLECTING MODULAR

BUILDING LAYOUT AND SUPPORTING INFORMATION

DOCUMENTING COMPLIANCE WITH REQUIREMENTS.

26. CPS ENERGY WILL REQUIRE CONTRACTOR TO PROVIDE

ELECTRICAL ENGINEERING STAMP FOR TRANSFORMER

SIZING.

27. REMOVE CONTRACTOR-PROVIDED MODULAR BUILDINGS

AND FURNISHING FOLLOWING COMMISSIONING AND

OCCUPANCY OF BUILDING 2263.

28. CONCEPTUAL WATER MODELING (USING THE LEED V4

CALCULATOR AND ASSUMED OCCUPANCY COUNTS

STATED ABOVE) SUGGESTS ANNUAL CONSUMPTION OF

120 kgal PER YEAR FLUSH VOLUME AND 50kgal PER YEAR

FLOW VOLUME (APPROXIMATELY 650 GALLONS PER DAY

WATER CONSUMPTION).

BID OPTIONS

1. BID OPTION 1 INCLUDES EXTERIOR IMPROVEMENTS

SPECIFICALLY DENOTED IN THE CIVIL SERIES OF THESE

DRAWINGS.

2. BID OPTION 2 INCLUDES THE COMPLETE RENOVATION OF THE

CLAY TILE ROOF INCLUDING NEW UNDERLAYMENT,

STRINGERS AND THE REPLACEMENT AND REPAIR OF SOFFIT

BOARDS AND EXPOSED RAFTERS.

3. BID OPTION 3 INCLUDES THE COMPLETE REPAIR AND

REPAINTING OF THE STUCCO AND CONCRETE FACADE.

REPAIR AND RE-POINTING OF THE STONE ENTRANCES AND

WINDOW FEATURES REMAIN IN THE BASE BID.

FURNITURE

1. LEASED SWING SPACE FURNITURE INCLUDING WORK

STATIONS, CHAIRS, TABLES AND DESKS ARE PROVIDED AS A

PART OF THE BASE BID OF THIS PROJECT.

2. LABEL, PACK, AND RELOCATE NAVY AND DFAS FURNITURE TO

ON-BASE STORAGE AREA TO BE DETERMINED BY COR. PRIOR

TO OCCUPANCY RELOCATE TO ORIGINAL ROOM LOCATION IN

BUILDING 2263.

3. AFTER THE SWING SPACE IS OCCUPIED BY ALL OF THE

TENANTS, THE EXISTING FURNITURE WITHIN THE BUILDING

2263 WILL BE REMOVED FROM THE BUILDING BY THE

CONTRACTOR AND DELIVERED TO THE DLA DISPOSITION

SERVICES AT FT. SAM HOUSTON FOR STORAGE OR DISPOSAL.

4. THE COUNT OF FILING CABINETS BY USER GROUP TO BE

MOVED TO THE SWING SPACE IS:

(2) DRAWER: 6

(3) DRAWER: 19

(4) DRAWER: 40

(5) DRAWER: 12

(4) DRAWER WIDE:1

(5) DRAWER WIDE: 22

SUPPLY CABINETS: 3

5. TOTAL OF MOVING BOXES PER EMPLOYEE SHALL BE 20

BOXES PER EMPLOYEE, WHICH ALSO COVERS THE FILES

FROM THE FILES CABINETS (ASSUME 215 FTE).

CEILING GRID

1. CEILING SPACE WITHIN THIS BUILDING, IN PARTICULAR

THE BASEMENT ARE USUALLY SHALLOW. ADDITIONAL

PLANNING AND ADJUSTMENTS ARE REQUIRED TO

COORDINATE WITH THESE CEILING SPACE DIMENSIONS

ACROSS TRADES. PROVIDE ALL ADDITIONAL

COORDINATION AND ADDITIONAL WORK TO ROUTE

CONNECTIONS WITHIN ARCHITECTURAL CEILING SPACE

DIMENSIONS AT NO EXTRA COST TO THE GOVERNMENT.

REFERENCE ARCHITECTURAL SHEETS A-606, A-607,AND

A-608 FOR ADDITIONAL CLARIFICATION ON CEILING

HEIGHTS.

2. IN THE BASEMENT THE BOTTOM OF CONCRETE

STRUCTURE IS AS LOW AS 7'-5" AFF EXISTS FOR BEAMS

RUNNING BOTH NORTH AND SOUTH AND EAST-WEST.

MUCH OF BOTTOM OF CONCRETE STRUCTURE IS 7'-9" OR

7'-11".

3. BASEMENT NORTH-SOUTH RUNNING CONCRETE BEAMS

DO NOT TYPICALLY EXTEND TO CORRIDOR B45 BETWEEN

GRID LINE 4 AND GRID LINE 17. PROVIDE HIGHER CEILING

BETWEEN GRID LINE 7 AND GRID LINE 14 THAN GRID LINE

1 TO GRID LINE 4 AND GRID LINE 17 TO GRID LINE 20.

4. ASSUME 250 FEET OF SOFFITS WILL BE REQUIRED

AROUND PERIMETER OF CLASSROOMS OR TO CROSS

UNDER STRUCTURE AND BACK UP TO ROUTING PATH.

INLET

AIR RELEASE MANHOLE

SIGN

WATER VALVE

GUY ANCHOR

POWER POLE

ELEV

RPLS

TBPLS

W/

CONC

EAST

SOUTH

REGISTERED PROFESSIONAL LAND SURVEYOR

TEXAS BOARD OF PROFESSIONAL LAND SURVEYING

WEST

CONCRETE

ELEVATION

WITH

RCP

PVC

REINFORCED CONCRETE PIPE

POLYVINYL CHLORIDE PIPE

SANITARY MANHOLE

LIGHT POLE

OHP OHP

OVERHEAD ELECTRIC

FENCE LINE

PS PARKING SPACE

EXISTING FEATURES

BASELINE IRRIGATION LINE

CENTERLINE IRRIGATION ABANDONED

RIGHT OF WAY LINE SPRINKLER MAIN

PROPERTY LINE SPRINKLER LATERAL

EASEMENT LINE PETROLEUM LINE

FLOOD HAZARD ZONE 25 YEAR STORM DRAIN LINE

FLOOD HAZARD ZONE 100 YEAR

STORM DRAIN LINE (GENERIC)

CRITICAL WATER QUALITY ZONE STORM DRAIN ABANDONED

TRANSITION WATER QUALITY ZONE

STORM DRAIN ABANDONED (GENERIC)

DRAINAGE EDGE FIRE LINE

DRAINAGE CENTERLINE FIRE ABANDONED

DITCH EDGE WATER LINE

TIME OF CONCENTRATION WATER ABANDONED

MAJOR CONTOURS WASTE WATER LINE

MINOR CONTOURS FORCE MAIN LINE

ROAD PAVEMENT

WASTE WATER LINE (GENERIC)

DRIVEWAY / PARKING PAVEMENT

FORCE MAIN LINE (GENERIC)

GRAVEL EDGE WASTE WATER ABANDONED

UNPAVED EDGE FORCE MAIN ABANDONED

CURB LINE

WASTE WATER ABANDONED

(GENERIC)

BUILDING LINE

FORCE MAIN ABANDONED (GENERIC)

RAIL CENTERLINE CIP PIPE

GUARDRAIL DIP PIPE

HANDRAIL PVC PIPE

CHAINLINK FENCE RCP PIPE

BARBWIRE FENCE CMP PIPE

WOOD FENCE CLAY TILE PIPE

STEEL FENCE BIKE PATH DASH-DOT STRIPING

FENCELINE 6" - 10' DASH & 30' GAP STRIPING

STONE / ROCK WALL 6" - 2' DASH & 6' GAP STRIPING

BRICK WALL 6" - 1' DASH & 1' GAP STRIPING

TREE LINE 4" - 2' DASH & 2' GAP STRIPING

CABLE TV LINE 6" - 3' DASH & 9' GAP STRIPING

CABLE TV CONDUIT 12" - 1' DASH & 1' GAP STRIPING

CABLE TV DUCT BANK 4" WIDE STRIPING

CABLE TV OVERHEAD 6" WIDE STRIPING

CABLE TV UNDERGROUND 8" WIDE STRIPING

COMMUNICATION LINE 1' WIDE STRIPING

COMMUNICATION CONDUIT 2' WIDE STRIPING

COMMUNICATION DUCT BANK

COMMUNICATION OVERHEAD

COMMUNCATION UNDERGROUND

FIBER OPTIC LINE

FIBER OPTIC CONDUIT

FIBER OPTIC DUCT BANK

FIBER OPTIC OVERHEAD

FIBER OPTIC UNDERGROUND

TRAFFIC SIGNAL LINE

TRAFFIC SIGNAL CONDUIT

TRAFFIC SIGNAL DUCT BANK

TRAFFIC SIGNAL OVERHEAD

TRAFFIC SIGNAL UNDERGROUND

ELECTRIC LINE

ELECTRIC CONDUIT

ELECTRIC DUCT BANK

ELECTRIC OVERHEAD

ELECTRIC UNDEGROUND

CHILLED WATER LINE

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CHILLED WATER ABANDONED

NATURAL GAS LINE

NATURAL GAS SERVICE LINE

NATURAL GAS HIGH PRESSURE

NATURAL GAS ABANDONED

RECLAIMED WATER LINE

RECLAIMED WATER ABANDONED

25Y

100Y

CWQZ

WQTZ

DR

TC

TV

TV CO

TV DB

TV OH

TV UG

C CO

C DB

C OH

UTL UTL

FO

FO CO

FO DB

FO OH

FO UG

TS

TS CO

TS DB

TS OH

TS UG

E CO

E DB

E OH

E UG

CW

CWS

CWR

GS

HG

IR

IR

SM

SL

PET

SS

FW

FW

WW

FM

FM

CI

DI

PVC

RCP

CMP

CT

EXISTING FEATURES

BRASS DISK FOUND CABLE TV JUNCTION BOX PETROLEUM METER

BRASS DISK SET CABLE TV MANHOLE PETROLEUM LINE MARKER

BOLT FOUND CABLE TV LINE MARKER PETROLEUM VALVE

BOLT SET COMMUNICATION MANHOLE STORM DRAIN AREA INLET

BENCHMARK FOUND

COMMUNICATION LINE

MARKER

DRAINAGE ARROW

BENCHMARK SET COMMUNICATION PEDESTAL STORM DRAIN 5' CURB INLET

CALCULATED POINT COMMUNICATION POLE

STORM DRAIN 10' CURB

INLET

CONTROL POINT FOUND COMMUNICATION VAULT STORM DRAIN CLEANOUT

CONTROL POINT SET FIBER OPTIC MANHOLE STORM DRAIN GRATE INLET

COTTON SPINDLE FOUND FIBER OPTIC LINE MARKER STORM DRAIN HEADWALL

COTTON SPINDLE SET FIBER OPTIC JUNCTION BOX STORM DRAIN MANHOLE

DRILL HOLE FOUND TRAFFIC SIGNAL MANHOLE STORM DRAIN WINGWALL

DRILL HOLE SET

TRAFFIC SIGNAL CONTROL

BOX

WASTE WATER CLEANOUT

HUB & TACK FOUND TRAFFIC SIGNAL PULL BOX WASTE WATER MANHOLE

HUB & TACK SET TRAFFIC SIGNAL SIGNAL WASTE WATER METER

IRON PIPE FOUND

TRAFFIC SIGNAL LIGHT &

SIGNAL

WASTE WATER SRVC.

CONNECTION

IRON PIPE SET

TRAFFIC SIGNAL SIGNAL

EXTENDED

WASTE WATER VALVE

IRON ROD FOUND

TRAFFIC SIGNAL LINE

WASTE WATER CAP

IRON ROD SET

ELECTRIC DOWN GUY

ANCHOR

WATER 11.25° BEND

MONUMENT FOUND ELECTRIC JUNCTION BOX WATER 22.5° BEND

MONUMENT SET ELECTRIC LIGHT POLE WATER 45° BEND

MAGNAIL FOUND

ELECTRIC LIGHT POLE

EXTENDED

WATER 45° WYE LEFT

MAGNAIL SET ELECTRIC MANHOLE WATER 45° WYE RIGHT

PROPERTY CORNER FOUND ELECTRIC METER WATER 90° BEND

PROPERTY CORNER SET ELECTRIC LINE MARKER WATER AIR FLUSH VALVE

TEMPORARY BENCHMARK

FOUND

ELECTRIC POLE WATER AIR RELEASE VALVE

TEMPORARY BENCHMARK

SET

ELECTRIC VAULT WATER CAP

CROSS FOUND ELECTRIC TOWER WATER COUPLE

CROSS SET CHILLED WATER MANHOLE WATER CROSS

BIKE RACK

CHILLED WATER LINE

WATER DRAINAGE VALVE

BOLLARD CHILLED WATER VALVE

BENCH NATURAL GAS LIGHT WATER FIRE HYDRANT

BUS STOP NATURAL GAS MANHOLE WATER MANHOLE

GARBAGE CAN NATURAL GAS METER WATER METER

GUARDRAIL POST NATURAL GAS LINE MARKER WATER LINE MARKER

MAILBOX

NATURAL GAS SRVC.

WATER REDUCER

PARKING METER NATURAL GAS VALVE

POST NATURAL GAS VENT WATER SHUTOFF VALVE

RAMP IRRIGATION CONTROL VALVE WATER TEE

TREE GRATE SPRINKLER CONTROL VALVE WATER VALVE

SIGN SPRINKLER HEAD WATER WELL

MANHOLE UNKNOWN IRRIGATION HOSE BIB

TEST PIT

RECLAIMED WATER

MANHOLE

BORE HOLE RECLAIMED WATER METER

RAILROAD SIGNAL

RECLAIMED WATER LINE

RECLAIMED WATER VALVE

BM

BM

TBM

TBM

BUS

PM

TP

TC

TP

GSC

SC

SSCO

WWCO

WWSC

AF

AR

FH

WSC

WSO

WATER FIRE CONNECTION

(FDC)

TELECOM MANHOLE

SURVEY ABBREVIATIONS AND LEGEND

V-001 r

SURVEY ABBREVIATIONS AND LEGEND

AutoCAD SHX Text

WV

STANLEY RD

STANLEY RD

GUN SHED RD

x

SD

VF100

r

SCALE: 1" = 20'

0 20' 40' 60'10'

SCALE: 1" = 20'

FIELD SURVEY - BUILDING 2263

1. THIS SURVEY WAS COMPLETED ON THE GROUND ON DECEMBER 8, 2017.

2. ALL DIMENSIONS ARE SHOWN IN US SURVEY FEET AND DECIMAL PARTS THEREOF.

3. COORDINATES USED FOR THIS PROJECT ARE BASED ON TEXAS COORDINATE SYSTEM,

SOUTH CENTRAL ZONE (NAD83) COORDINATES, AS REFERENCED TO HARRIS COUNTY

FLOOD PLAIN REFERENCE MARKER No's 040060, 040070, AND 210030.

4. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), AS

REFERENCED TO HARRIS COUNTY FLOOD PLAIN REFERENCE MARKER No's 040060, 040070, AND 210030.

5. SUBSURFACE UTILITIES WERE LOCATED BY OTHERS. ADDITIONAL UTILITIES EXIST NOT

SHOWN HEREON. ATKINS or AES GROUP, INC. WILL NOT BE RESPONSIBLE FOR DAMAGES

THAT MAY OCCUR.

CONTROL POINT TABLE

POINT #

754.70

761.83

759.01

762.24

760.89

761.43

761.76

761.39

759.99

757.53

NORTHING

13710404.92

13710770.51

13710772.19

13711591.79

13711649.45

13711452.22

13711455.06

13711425.80

13711598.71

13710881.22

EASTING

2141484.61

2141216.94

2141533.35

2141223.45

2141323.81

2141337.19

2141551.36

2141745.71

2141755.35

2141844.52

DESCRIPTION

PK Nail [Fnd]

"X" IN CONCRETE

NAIL

BUS STOP

BUS STOP

3 - STORY BRICK BUILDING

ASPHALT PAVEMENT

CONCRETE PAVEMENT

1 - STORY BRICK BUILDING

CONCRETE SIDEWALK

GRASS

CM TOP = 12.03'

CM TOP = 11.93'

CM TOP = 11.77'

5" 4" TWIN TREE

CM

CM

CM TOP = 21.22'

34" TREE TOP = 61.20'

12" TREE TOP = 30.67'

8" TREE TOP = 29.18'

17" TREE TOP = 28.97'

23" TREE TOP = 30.53'

9" TREE TOP = 23.39'

10" TREE TOP = 25.56'

16" CHINESE TALLOW TOP = 40.01'

28" TREE TOP = 43.41'

17" TREE TOP = 35.05'

20" TREE TOP = 36.11'

19" TREE TOP = 39.55'

30" TREE TOP = 52.39'

30" TREE TOP = 37.18'

36" TREE TOP = 40.10'

VAULT

LANDSCAPING

WATER METER VAULT

BARRIER GATE

BC

GV

GV

BUILDING OVERHANG

GRATE INLET RIM = 760.86' FL 15" CPP W = 758.34' FL 18" CPP E = 758.32'

GRATE INLET RIM = 761.15' FL 15" CPP E = 759.00'

GRATE INLET RIM = 761.89' FL 6" METAL PIPE = 759.74' BOTTOM = 758.89' (FILLED WITH WATER)

SANITARY MANHOLE RIM = 761.49' FL 10" PVC NE = 750.49' FL 10" PVC S = 756.19' FL 10" PVC SE = 750.79' BOTTOM = 744.69' (FILLED WITH WATER)

SANITARY MANHOLE RIM = 761.56' (UNABLE TO OPEN)

GRATE INLET RIM = 761.29' TOP OF 6" MTL W = 759.99'' BOTTOM = 758.29' (FILLED WITH WATER)

SANITARY MANHOLE RIM = 761.75' (UNABLE TO OPEN)

SANITARY MANHOLE RIM = 761.30' FL 6" CLAY NE = 756.02 FL 6" CLAY S = 755.90

STORM MANHOLE RIM = 762.29' FL 12" PVC W = 751.49' TOP 2" VERT PVC W = 761.39' BOTTOM = 749.49' (FILLED WITH WATER)

STORM MANHOLE RIM = 761.54' (UNABLE TO OPEN)

FF = 763.50'

FF = 766.82'

FF = 762.13'

FF = 762.21'

PAINT STRIPING TYPICAL

TOP = 8.61'

TOP = 12.34'

TOP = 4.22'

POLE WITH LIGHT TOP = 15.46'

TOP = 8.77'

TOP = 11.86'

TOP = 5.10'

TOP = 10.51'

TOP = 5.00'

TOP = 5.32'

TOP = 28.81'

TOP = 30.32'

TOP = 15.72'

TOP = 30.37'

TOP = 28.88'

TOP = 29.01'

TOP = 16.58'

TOP = 16.74'

TOP = 16.79'

TOP = 16.70'

TOP = 16.66'

TOP = 16.88'

TOP = 14.89'

TOP = 15.07'

TOP = 15.07'

TOP = 41.20'

TOP = 15.28'

TOP = 16.49'

TOP = 14.82'

TOP = 16.17'

DS

SANITARY MANHOLE RIM = 761.94' (UNABLE TO OPEN)

FIRE MAIN INDICATOR

FIRE MAIN INDICATOR

XP'S

SANITARY MANHOLE RIM = 761.49' FL 6" CLAY N = 753.54' FL 6" CLAY S = 753.51' FL 6" CLAY W = 753.54'

AC

GAS CONNECTION

WILSON ST

VF101

r

SCALE: 1" = 30'

0 15' 30' 60' 90'

SCALE: 1" = 30'

FIELD SURVEY - SWING SPACE

1. THIS SURVEY WAS COMPLETED ON THE GROUND ON DECEMBER 8, 2017.

2. ALL DIMENSIONS ARE SHOWN IN US SURVEY FEET AND DECIMAL PARTS THEREOF.

3. COORDINATES USED FOR THIS PROJECT ARE BASED ON TEXAS COORDINATE SYSTEM,

SOUTH CENTRAL ZONE (NAD83) COORDINATES, AS REFERENCED TO HARRIS COUNTY

FLOOD PLAIN REFERENCE MARKER No's 040060, 040070, AND 210030.

4. ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), AS

REFERENCED TO HARRIS COUNTY FLOOD PLAIN REFERENCE MARKER No's 040060, 040070, AND 210030.

5. SUBSURFACE UTILITIES WERE LOCATED BY OTHERS. ADDITIONAL UTILITIES EXIST NOT

SHOWN HEREON. ATKINS or AES GROUP, INC. WILL NOT BE RESPONSIBLE FOR DAMAGES

THAT MAY OCCUR.

CONTROL POINT TABLE

POINT #

754.70

761.83

759.01

762.24

760.89

761.43

761.76

761.39

759.99

757.53

NORTHING

13710404.92

13710770.51

13710772.19

13711591.79

13711649.45

13711452.22

13711455.06

13711425.80

13711598.71

13710881.22

EASTING

2141484.61

2141216.94

2141533.35

2141223.45

2141323.81

2141337.19

2141551.36

2141745.71

2141755.35

2141844.52

DESCRIPTION

PK Nail [Fnd]

BIKE RACKS

DROP INLET RIM = 753.26' THROAT = 752.25 FL 18" RCP S = 750.01'

SANITARY MANHOLE RIM = 755.73' FL 6" PVC N = 752.53' FL NE = 750.03' FL S = 749.83' FL W = 749.98'

MESQUITE

MESQUITE

4" WHITE OAK

4" WHITE OAK

21" OAK

26" OAK

7" ASH

GRATE INLET RIM = 753.33' FL 18" RCP N = 749.40' FL 18" RCP S = 749.35'

8" X 20" BOX CULVERT FL = 753.30'

8" X 20" BOX CULVERT FL = 753.33'

8" X 20" BOX CULVERT FL = 753.17'

8" X 20" BOX CULVERT FL = 753.09'

TELECOM BOX ON CONCRETE PAD

TELECOM BOX ON CONCRETE PAD

CONCRETE

TOP OF BANK

TOE OF SLOPE

14" PALM

10 STEPS

AHJ AUTHORITY HAVING JURISDICTION

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON & STEEL INSTITUTE

ALUM ALUMINUM

ALNMT ALIGNMENT

ALT ALTERNATE

AMT AMOUNT

APPROX APPROXIMATE

APPX APPENDIX

ARCH ARCHITECT(URAL)

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASPH ASPHALT

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AVE AVENUE

AWG AMERICAN WIRE GAGE

AWS AMERICAN WELDING SOCIETY

AWWA AMERICAN WATER WORKS ASSOCIATION

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BC BACK OF CURB

BCV BUTTERFLY CHECK VALVE

BDRY BOUNDARY

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BKGD BACKGROUND

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK

BMP BEST MANAGEMENT PRACTICE

BN BULLNOSE

BOT BOTTOM

BRK BRICK

BV BALL VALVE

CAP CAPACITY

CB CATCH BASIN; CEMENT BASE; CIRCUIT BREAKER

CD CONSTRUCTION DOCUMENTS; CONTRACT

DOCUMENTS

CF CONTRACTOR FURNISHED

CFM CUBIC FEET PER MINUTE

CFS CUBIC FEET PER SECOND

CHFR CHAMFER

CHK CHECK

CHKV CHECK VALVE

CI CURB INLET; CAST IRON

CIP CAST IRON PIPE

CIR CIRCLE

CJ CONSTRUCTION JOINT; CONTROL JOINT

CL CENTERLINE; CLASS; CLOSE

CLL CONTRACT LIMIT LINE

CLR CLEAR(ANCE)

CM CENTIMETER

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CNCL CONCEALED

CO CLEANOUT, CONTRACTING OFFICER

COMM COMMUNICATION

CONC CONCENTRIC; CONCRETE

CONT CONTINUED; CONTINUATION; CONTROL

COORD COORDINATE

COR CONTRACTING OFFICER'S REPRESENTATIVE

CORR CORRIDOR

COV COVER; CUT OFF VALVE

CPLG COUPLING

CRCMF CIRCUMFERENCE

CRN CROWN

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CRT YD COURTYARD

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSTL CAST STEEL

CTR CENTER; CONTOUR

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER; CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

CWA CONCRETE WASH-OUT AREA

CY CUBIC YARD

D PENNY (NAILS, ETC.)

DAT DATUM

DBL DOUBLE

DEG DEGREE

DIA(Ø) DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIR DIRECTION

DIST DISTANCE

DIV DIVISION

DN DOWN

DOC DOCUMENT

DOM DOMESTIC

DOMW DOMESTIC WATER

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DS DOWNSPOUT

DWG DRAWING

E EAST

EA EACH

EC EDGE OF CURB

ELEV ELEVATION

EJ EXPANSION JOINT

ELEC ELECTRIC(AL)

EMER EMERGENCY

EOS EDGE OF SLAB

EPA ENVIRONMENTAL PROTECTION AGENCY

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EST ESTIMATE

EW EACH WAY

EXCL EXCLUDE

EXIST EXISTING

EXP EXPOSED; EXPANSION

EXST GR EXISTING GRADE

EXT EXTERIOR

F FAHRENHEIT; FEMALE; FIRE LINE

FF FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FIG FIGURE

FIL FILLET

FIN FINISH

FLG FLANGE

FLL FLOW LINE

FLRD FLARED

FLTR FILTER

FN FENCE

FND FOUNDATION

FOC FACE OF CONCRETE; FACE OF CURB

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FOOT; FEET

FTG FOOTING

G GROUND; NATURAL GAS

GA GAGE, GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GCO GRADE CLEANOUT

GDR GUARD RAIL

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL; GLASS; GLAZING

GOVT GOVERNMENT

GPD GALLONS PER DAY

GRND GROUND

GTV GATE VALVE

GUT GUTTER

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWL HEADWALL

HORZ HORIZONTAL

HT HEIGHT

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER; INSIDE DIMENSION

IMH INLET MANHOLE

IN INCH; INCHES (“)

INC INCORPORATED

INCL INCLUDED

INSUL INSULATION/INSULATE(D)(ING)

IRRIGATION WATER

JAN JANITOR

JT JOINT

K KIP (1,000 LB.)

KWY KEYWAY

L ANGLE

LAT LATITUDE

LDR LADDER

LB POUND

LF LINEAR FEET (FOOT)

LG LENGTH / LONG

LIN LINEAR

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LPT LOW POINT

LS LUMP SUM

LW CONC LIGHTWEIGHT CONCRETE

M METER(S)

MAINT MAINTENANCE

MATL MATERIAL

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MER MERIDIAN

MET METAL

MFG MANUFACTURING

MFR MANUFACTURE(R)

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MM MILLIMETER

MN MAGNETIC NORTH

MO MASONRY OPENING; MOTOR OPERATED

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

N NORTH

N&D NAIL AND DISK

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

O, O2 OXYGEN

OA/FA/FA OUTSIDE

AIR/FORCED AIR/FORCED AIR

OC ON CENTER

OCB OIL CIRCUIT BREAKER

OD OUTSIDE DIAMETER

OFC OFFICE

OFD OVERFLOW DRAIN

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORIG ORIGINAL

OVHD OVERHEAD

OZ OUNCE

P PUMP

PA PUBLIC ADDRESS; PIPE ANCHOR

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PORTLAND CEMENT CONCRETE; PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PED PEDESTAL

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PR PAIR

PRCST PRECAST

PREFMD PREFORMED

PRELIM PRELIMINARY

PREV PREVIOUS

PRKG PARKING

PROP PROPERTY

PRV PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FEET

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED; POTENTIAL TRANSFORMER

PV PAVED

PVC POLYVINYL CHLORIDE (PLASTIC)

PVMT PAVEMENT

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

RAD RADIUS; RADIAN

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RDC REDUCER

REBAR REINFORCING STEEL BARS

REIN REINFORCE(D)(ING)

REF REFERENCE

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

RRB REINFORCED ROCK BERM

RW ROADWAY

S SOUTH

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SCH SCHEDULE

SD STORM DRAIN

SDL SADDLE

SDMH STORM DRAIN MANHOLE

SECT SECTION

SEW SEWER

SHT SHEET

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE

SQ FT SQUARE FOOT; SQUARE FEET

SS SANITARY SEWER

SSA STABILIZED STAGING AREA

STM STORM

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

T&G TONGUE AND GROOVE

TEL TELEPHONE

THRU THROUGH

TOC TOP OF CONCRETE

TOS TOP OF STEEL/TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UG UNDERGROUND

UL UNDERWRITERS' LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

VAC VACUUM

VCB VACUUM CIRCUIT BREAKER

VEL VELOCITY

VENT VENTILATE

VERT VERTICAL

VIT VITREOUS

VC VERTICAL CURVE

VOL VOLUME

VPT VERTICAL POINT OF TANGENT

VPI VERTICAL POINT OF INTERSECTION

VPC VERTICAL POINT OF CURVATURE

VTC VEHICLE TRACING CONTROL

W WEST / WIDTH / WIDE / WATT

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

WT WEIGHT

WTR WATER

WWF WELDED WIRE FABRIC

ZN ZONE

SF

SYMBOL LEGEND

FIRE HYDRANT

LIGHT POLE

HANDICAP PARKING

POWER POLE

VALVE, BUTERFLY

TREE, CONIFEROUS

TREE, DECIDUOUS

PUMP/ WELL HEAD

WATER METER

EROSION CONTROL BMP LEGEND

CWA CONCRETE WASHOUT AREA

IP INLET PROTECTION

RRC RRB FOR CULVERT PROTECTION

ST SEDIMENT TRAP

SF SILT FENCE

SSA STABILIZED STAGING AREA

VTC VEHICLE TRACKING CONTROL

LOC LIMITS OF CONSTRUCTION

CF CONSTRUCTION FENCE

C-001 r

CIVIL LEGEND AND ABBREVIATIONS

C-002 r