TO THE DRAWINGS AND THE PROJECT MANUAL PROJECT ...

NO. 2

TO THE DRAWINGS AND THE PROJECT MANUAL

PROJECT NAME & NUMBER: ALE Upgrades at Colby Glass Elementary School – 1748-06-01

RFCSP # 2021-003

CLIENT NAME: Northside ISD

LOCATION: San Antonio, Texas

PROPOSAL DATE: Tuesday, February 23, 2021, 10:30 AM

ADDENDUM DATE: Friday, February 19, 2021

For additional information regarding this project, contact: Sergio Alanis

([email protected])

THIS ADDENDUM INCLUDES:

Architectural Items Civil Items

MEP Items

1 Page 2 Pages

1 Page

AND ALL ATTACHED REVISED DRAWING AND SPECIFICATION SECTIONS REFERENCED IN THE ADDENDUM

sergio.alanis

Snapshot

jwrodriguez

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Project Name: ALE Upgrades at Colby Glass Elementary School

Client: Northside ISD Project Number: RFCSP # 2021-003

Architectural Items For Addendum No. #1

Page 1 of 1

ARCHITECTURAL ITEMS FOR ADDENDUM NO. 2

NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it

had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take

precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications

and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:

DRAWINGS:

AD No 2, Arch. Item 1: To the Drawings, Sheet A4.2A, ADD ALT. FLOOR FINISH PLAN

1. Revised room H119B information on Room Finish Schedule

NISD PRE-PROPOSAL CONFERENCE AGENDA:

AD No 2, Arch. Item 2: To the NISD Pre-Proposal Conference Agenda

1. Part 6. Detailed Scope and Plan Discussion: Revised the date for the site visit to Monday, February 22, 2021 at

3:30 PM.

END OF ARCHITECTURAL ADDENDUM

2

12' MB

12' MB 4' TB

4' TB

12' MB4' TB

4' T

B6' M

B

F.E.

F.E

.

A4.3 6

5

8

7

A4.3 10

9

12

11

A8.1 4

A8.1

1

A8.1

2

A8.1

3

A8.1 58

A4.3

13

A8.1

9

A4.3 14

A4.315

A8.111

MECHANICAL

H121

PRE-K

H110

ALE

H111

KITCHEN

H111B

CLOSET

H110A

CLOSET

H109A

ECSE

H109

TOILET

H110B

BOYS

H113GIRLS

H115

KINDER

H118

TOILET

H118B

TOILET

H119B

CLOSET

H119A

CLOSET

H118A KINDER

H119

CORRIDOR

H100

1ST GRADE

H105

1ST GRADE

H103

1ST GRADE

H101

CLOSET

H101A

CLOSET

H103A

CLOSET

H105A

1ST GRADE

H104

1ST GRADE

H102

CLOSET

H102A

CLOSET

H104A

IDF

H112

CUST

H114

WOMEN

H107

MEN

H106

KINDER

H116

KINDER

H117CLOSET

H117A

CLOSET

H116A

TOILET

H117B

TOILET

H116B

MECHANICAL

H121

PRE-K

H110

ALE

H111

KITCHEN

H111B

TOILET

H111C

CLOSET

H111A

ELECTRICAL

H120

CLOSET

H109A

ECSE

H109

TOILET

H109B

BOYS

H113GIRLS

H115

ELECT.

H108

KINDER

H118

TOILET

H118B

TOILET

H119B

CLOSET

H119A

CLOSET

H118A KINDER

H119

1ST GRADE

H105

1ST GRADE

H103

1ST GRADE

H101

CLOSET

H101A

CLOSET

H103A

CLOSET

H105A

1ST GRADE

H104

1ST GRADE

H102

CLOSET

H102A

CLOSET

H104A

IDF

H112

CUST

H114

WOMEN

H107

MEN

H106

KINDER

H116

KINDER

H117CLOSET

H117A

CLOSET

H116A

TOILET

H117B

TOILET

H116B

TR01

VC

T02

VCT01

VC

T02

VCT01

VCT02

VCT01

VCT02

VCT01

VCT02

VCT01

24' - 0" 2' - 0 1/4"

2' -

0"27

' - 0

"2'

- 6"

26' -

0"

2' -

0"

2' -

0"7'

- 0"

1' -

2 1/

2"

2' - 0" 23' - 0"

7' - 0" 13' - 0"

TR01

VCT02

VCT01

VC

T02

VCT01 VC

T02

VCT01

VCT02

VCT01

VCT02

VC

T02

2' - 0" 6' - 0" 4' - 0" 5' - 0" 9' - 0"

2' -

0"28

' - 0

"

TR01

VCT02

VCT01

VC

T02

VCT01

VC

T02

VCT01

VCT02

VCT01

VCT02

VCT02

VCT01

VC

T02

VCT01

FD

A8.112

A8.1 13

A8.1 10

A4.2A 3

2

5

4

A4.2A

2

5

4

3

A4.2A

6

79

8

A4.2A

6

7

8

9

A4.3

16

A4.3 17

A4.2A 10

BRK- BRICK

BR- BASE, RUBBER

BTC- BASE, TILE, CERAMIC

BTER- BASE, TERRAZZO

CG- CORNER GUARD

COS- CONCRETE SEALED

N/A- NOT APPLICABLE

PNT- PAINT

SPEC- SPECIAL FINISHES, REF. ROOM FINISH SCHEDULE &

INTERIOR ELEVATIONS

TC- TILE, CERAMIC

TM- TILE, MOSAIC

VCT- TILE, VINYL COMPOSITION

TR- THRESHOLD - MARBLE

TER- TERRAZZO

VWC- VINYL WALL COVERING

NOTES APPLY TO ROOMS AS NOTED IN THE ROOM FINISH TAGS.

SEE TAG LAYOUT ABOVE.

1. PROVIDE TM AND VCT FLOOR FINISHES, AS DEFINED ABOVE,

IN LOCATIONS INDICATED ON PLANS.

2. PROVIDE PNT AND TC (WAINSCOT) WALL FINISHES AS DEFINED

ABOVE AND DETAILED ON INTERIOR ELEVATIONS.

3. PROVIDE VWC WALL FINISHES AS DEFINED ABOVE AND

DETAILED ON INTERIOR ELEVATIONS.

4. PROVIDE 3/8" MIN SEALANT JOINT WHERE FULL HT TILE MEETS

GYP CLG (MATCH CLG COLOR) OR LAY-IN GRID (WHITE)

5. PROVIDE SEALANT JT'S @ INSIDE CORNERS OF TILED WALLS

6. ALL FLOORING TO EXTEND UNDER CASEWORK AND SHELVING.

7. NEW SIGNAGE THROUGH OUT. IF ADD ALT #2 IS NOT EXCEPTED

GC TO TOUCH UP PAINT WHERE NEW SIGNAGE OCCURS.

REFER TO PROJECT SPECIFICATIONS SECTION 01 6210 FOR

ADDITIONAL INFORMATION REGARDING FINISH MATERIALS AND

PAINT FINISH CODES.

X Y

MATERIAL TYPE

# #

FINISH COLOR AND MATERIAL

SIZE AS NOTED IN SPEC.

SECTION 01 6210

COMMENTS

FINISH KEY

FINISH PLAN LEGEND

A1.1 1

1

A1.1

1

A101

SIM

ELEVATION REFERENCE

CALLOUT REFERENCE

WALL SECTION REFERENCE

CORNER GUARD REFERENCE

APPLIES TO SECTION PLANS

FINISH KEY

VCT01 - FIELD

VCT02 - GREEN TM01

COS

EXISTING - NOT IN

SCOPE

VCT03 - BLUE

VCT04 - YELLOW

VCT05 - TAUPE

VCT06 - GRAY

ADD ALTS. NOTES & DESCRIPTIONS

NOTES APPLY TO ROOMS AS NOTED IN THE ROOM FINISH TAGS.

SEE TAG LAYOUT ABOVE.

INTERIOR ADD ALT #2:

1. PAINT ALL ROOMS. REF ROOM FINISH SCHEDULE ADD ALT.

ON SHEET. NOTE: DO NOT PAINT VINYL WALL COVERING (VWC).

2. NEW RUBBER BASE. REF ROOM FINISH SCHEDULE ADD ALT.

ON SHEET.

3. NEW BLINDS ON EXISTING WINDOWS THRU OUT.


1. NEW CERAMIC TILE IN RESTROOMS. REF ROOM FINISH

SCHEDULE ADD ALTS. AND ELEVATIONS FOR EXTENTS AND

WALL PATTERN. IF ALT#3 ACCEPTED ALL EXISTING PLUMBING

FIXTURES, PARTITIONS AND TOILET ACCESSORIES WILL BE

REMOVED AND REINSTALLED AFTER CERAMIC TILE INSTALLED -

TYP.

2. NEW CERAMIC TILE AT WATER COOLERS. IF ALT#3 IS

ACCEPTED ALL EXISTING PLUMBING FIXTURES WILL BE

REMOVED AND REINSTALLED AFTER CERAMIC TILE IS

INSTALLED.


1. TERRAZZO FLOORS AND BASE IN RESTROOMS - GRIND AND

RESURFACE WITH SEALER . REF ROOM FINISH SCHEDULE ADD

ALTS. ON SHEET.

8' -

0"

TC044"

TC01

3' -

2"

TC04

1' -

1"

TC01

3' -

1"

TC01, TC04

8' - 1"

TC03, TC05

12' - 8" TC01, TC046"

TC01, TC04

4' - 5"

25' - 7"

EXISTING

BTER

TC03 TC05EXISTING FIXTURES FOR

REFERENCE ONLY

TC04

TC01

TC04

TC01

TC01

3' -

1"

TC04

1' -

1"

TC01

3' -

2"

TC044"

EXISTING FIXTURES

FOR REFERENCE ONLY

EXISTING

BTER

TC03 & TC05 TO

WRAP INSIDE WALL

TC03

TC05

TC03

TC05

8' -

0"

TC054"

TC03

3' -

2"

TC05

1' -

1"

TC03

3' -

1"

TC01, TC045"

TC01, TC04

17' - 3"

TC03, TC05

7' - 10"

TC03 & TC05 TO WRAP

INSIDE WALL

8' -

0"

25' - 7"

EXISTING

BTER

TC04

TC01

TC04

TC01

TC044"

TC01

3' -

2"

TC04

1' -

1"

TC01

3' -

1"

TC03, TC059"

3' - 4"

TC03, TC05

1' - 9"

TC01, TC04

8' - 3"

14' - 1"

EXISTING DOOR

TC03

TC05

EXISTING

BTER

TC03

TC05

TC01

4' -

1"

TC04

1' -

1"

TC01

3' -

2"

TC044"

TC01, TC04

7' - 9"

TC03, TC05

6' - 8"

TC01, TC04

1' - 4"

15' - 10"

TC03TC05

TC01

TC04

TC04

TC01

EXISTING BTER

EXISTING FIXTURES

FOR REFERENCE ONLY

9' - 7"TC044"

TC01

3' -

2"

TC04

1' -

1"

TC01

4' -

1"

9' -

0"

EXISTING

BTER

EXISTING

FIXTURES

FOR REFERENCE

ONLY

TC044"

TC01

3' -

2"

TC04

1' -

1"

TC01

4' -

1"

EXISTING

BTER

TC044"

TC01

3' -

2"

TC04

1' -

1"

TC01

4' -

1"

TC01, TC04

3"

TC03, TC05

6' - 9"

TC01 & TC04 TO WRAP

AROUND WALL

EXISTING

DOOR

TC03

TC05

TC03

TC05

EXISTING

BTER

TC01, TC04

2' - 7"

4"3'

- 2"

1' -

1"4'

- 5"

3' - 9" 2' - 8"

TC01

TC01

TC04

TC05

TC05

TC03

TC03

9' -

0"

6' - 5"

FIXTURES

FOR REFERENCE ONLY

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:

Copyright © 2021, Huckabee & Associates, Inc.

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ROOM FINISH SCHEDULE ADD ALTS

ROOM FLOORFINISH BASE

WALL FINISH

COMMENTSNUMBER NAME N FINISH E FINISH S FINISH W FINISH

H101 1ST GRADE N/A BR01 PNT01 N/A PNT01 PNT01 DO NOT PAINT EXISTING VWC

H101A CLOSET N/A BR01 PNT01 PNT01 PNT01 PNT01 PAINT EXISTING SHELVING

H102 1ST GRADE N/A BR01 PNT01 PNT01 PNT01 N/A DO NOT PAINT EXISTING VWC




H104 1ST GRADE N/A BR01 PNT01 PNT01 PNT01 N/A DO NOT PAINT EXISTING VWC




H106 MEN TER BTER TC01-TC05 TC01-TC05 TC01-TC05 TC01-TC05 REF ELEVATION FOR TILE PATTERN

H107 WOMEN TER BTER TC01-TC05 TC01-TC05 TC01-TC05 TC01-TC05 REF ELEVATION FOR TILE PATTERN

H108 ELECT. N/A - PNT01 PNT01 PNT01 PNT01

H112 IDF N/A BR01 PNT01 PNT01 PNT01 PNT01

H113 BOYS TER BTER TC01-TC05 TC01-TC05 TC01-TC05 TC01-TC05 REF ELEVATION FOR TILE PATTERN

H114 CUST N/A - PNT01 PNT01 PNT01 PNT01

H115 GIRLS TER BTER TC01-TC05 TC01-TC05 TC01-TC05 TC01-TC05 REF ELEVATION FOR TILE PATTERN

H116 KINDER N/A BR01 N/A PNT01 PNT01 PNT01 DO NOT PAINT EXISTING VWC


H116B TOILET N/A N/A N/A N/A N/A N/A NO WORK IN THIS AREA

H117 KINDER N/A BR01 N/A PNT01 PNT01 PNT01 DO NOT PAINT EXISTING VWC



H118 KINDER N/A BR01 PNT01 PNT01 N/A PNT01 DO NOT PAINT EXISTING VWC



H119 KINDER N/A BR01 PNT01 PNT01 N/A PNT01 DO NOT PAINT EXISTING VWC



1/4" = 1'-0"3EV-INT - GANG RESTROOM 2 TYP.




1/4" = 1'-0"6EV-INT - SM. GANG RR NORTH

1/4" = 1'-0"7EV-INT - SM. GANG RR EAST

1/4" = 1'-0"8EV-INT - SM. GANG RR SOUTH

1/4" = 1'-0"9EV-INT - SM. GANG RR WEST

1/4" = 1'-0"10EV-INT - WATER COOLER IN CORRIDOR

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ALE Upgrades at Colby Glass Elementary School

Pre-Proposal Conference Agenda February 16, 2021

1/3

1. Northside ISD Team

● Director of Facilities Construction- James Evans

● Project Manager – Adam Castillo

● Construction Inspections Manager – Wayne Cure

● Lead Inspector – Frank Kittchner

2. Project Team

● Prime Consultant – Huckabee

Project Architect – Jeff Rodriguez

● Civil Engineer – Maestas and Associates

● Landscaping – N/A

● Structural Engineer – Intelligent Engineering Services-

● MEP Engineer – KCA Engineers

● Technology – DBR

● GeoTech/CMT – Rock Engineering

● Roofing – Hollon and Cannon Group

● RAS – TBD – N/A

3. Project Information

● ALE Upgrades at Colby Glass Elementary School

● List RFCSP# 2021-003

● Proposals will be received by the NISD Purchasing Dept. in person at 607 Richland Hills Dr. #700, San

Antonio, TX 78245-2149 or electronically through the District’s ESM solution on or before February

23, 2021 at 10:30am. Please refer to NISD Purchasing website for details and instructions on the use

of the District’s ESM Solution.

● Brief Project scope description. Complete HVAC upgrade of the existing H building and 1,225 SF

addition to Building ‘H’ at Colby Glass Elementary. Addition & renovation consists of enlarging existing

ALE, ECSE, and Pre-K classrooms, their respective bathrooms and closets, new Teaching Kitchen, and

new Mechanical and Electrical rooms.

● Successful Offeror will be notified on or before March 24, 2021.

● Project must be complete and ready for occupancy no later than December 28, 2021.

● The project budget is listed as $2,700,000.00

● Plans are available through the consultant or certain plan houses. Coordinate with consultant. Please

sign the sign in sheet which will be distributed as an addendum. If attending virtually please identify

yourself, the company you’re representing, and your email in the chat. If you are joining us through

phone conference, please email Jeff Rodriguez at [email protected] to ensure your

presence is documented in the sign in sheet.

● Request for clarifications or interpretations shall be submitted in writing no later than five days prior

to the last date for receipt of proposals. All request shall be submitted to the consultant and

questions will be responded to where appropriate in the form of an addendum to all plan holders and

interested parties.

4. Proposal Documents

● Proposal shall be submitted with the proper proposal security as defined in the Front End

Specification and shall include all alternates, project name and number and original copies with

original signatures and seals. Proposal security needs to be submitted with the proposal package

meeting the requirements listed on NISD Purchasing website.



2/3

● Contractors are encouraged to refer to Proposal Checklist listed in the Table of Contents, which

identifies forms to be submitted and the number of copies for consideration.

● Proposal Form

o Offeror will list bid pricing both numerically and written for base bid and alternate(s). Base bid

sum will include allowance(s) as listed in Item #1 of the Proposal Form. (Contingency

$100,000.00, Structural Steel Allowance $5,000.00, TAB $24,000.00, Structural Concrete Rebar

$3,000.00, Unit Price Allowance $20,000.00)

o Offeror will list the names of the Project Manager, Project Superintendent. A single person

cannot be listed as a Project Manager and Project Superintendent. If two names are provided for

Project Manager and/or Project Superintendent, both resumes will be reviewed and the points

will be issued based on the individual with the least amount of experience. Please note resumes

for the Project Manager and Project Superintendent will need to be submitted under Exhibit B-

Project Management Ability. Any other resumes provided may be reviewed, but will not be

considered for experience as a Project Manager and/or Project Superintendent.

5. Proposal Selection Criteria

● NISD ranks offerors by best value and not by lowest bid. Therefore, it is important to submit a

complete proposal package as identified in the Front End Specifications.

● Proposals are evaluated on five divisions

o Relevant Experience

o Project Management Ability

o Past Performance

o Subcontractor and Supplier Support Capability

o Price Proposal

● Per the Evaluation Matrix provided in the Front End Specifications each division will be evaluated by

but not limited to a committee consisting of NISD Administrators, NISD Project Manager and

Consultant(s).

o Relevant Experience (Max 10 Pts)

o Experience as a Contractor (Max 3 Pts) – Number of years as a contractor under the

submitted Contracting name and as listed in the A-305 - Contractor Qualification Statement.

In order to receive max points, the contractor will need to reflect 9 or more years in business

on the Contractor Qualification Statement A-305 under the submitted contracting name.

o Representative Projects (Max 7 Pts) – List of projects of similar dollar value (in relation to the

Budget) and scope, which are substantially complete. List shall include Project Name,

Architect/Engineer, Cost of Project, date of completion, scope of project and Contact Person.

Projects are not required to be K-12 or education related facilities. In order to receive max

points contractor will need to provide 7 or more projects and will not be penalized for

submitting additional projects.

o Project Management Ability (Max 15 Pts)

o Project Manager Experience (Max 6 pts) – Offeror shall provide a resume(s) for the

individual(s) listed on the Proposal Form for review under Exhibit B-Project Management

Ability. Resume(s) shall provide experience of the individual(s) as a Project Manager, with the

current or past employers. Total years of construction experience will not suffice. Years as an

owner of a contracting company can supplement experience.

o Project Superintendent Experience (Max 6 pts) – Offeror shall provide a resume(s) for the

individual(s) listed on the Proposal Form for review under Exhibit B-Project Management

Ability. Resume(s) shall provide experience of the individual(s) as a Project Superintendent,



3/3

with the current or past employers. Total years of construction experience will not suffice.

Years as an owner of a contracting company can supplement experience.

o Project Support (Max 3 Pt) – Offeror shall provide written evidence of sufficient resources

necessary to manage, staff and successfully complete the project. This written description

shall include the year the company was founded, number of offices, number of employees

and additional resources to ensure the completion of the project by the listed deadlines.

Offeror is encouraged to provide an organizational chart.

o Past Performance (Max 15 Pts) – Contractors with no prior experience with any NISD will be

given points based on the references/information provided by clients/End users listed in the

Exhibit A – Relevant Experience portion of the proposal. All contractors with experience with

NISD will be evaluated based on their recent substantially complete projects.

o Timely Completion (Max 3 pts)

o Cooperation with Owner(s) Owner’s Representative, and Consultants (Max 3 pts)

o Coordination of Trades (Max 3 pts)

o Quality of Workmanship (Max 2 pts)

o Warranty Responsiveness (Max 2 pts)

o Punchlist Length & Completion (Max 1pts)

o Safety Record (1pt)

o Subcontractor and Supplier Support Capability (Max 25 Pts) – Offeror will be evaluated based

on subcontractors and suppliers listed under Schedule 2 in the proposal package. Please note all

Items of Work need to have the name of subcontractor/supplier. If multiple names are

provided for a single item of work, contractor runs the risk of submitting a non-compliant bid.

The district reserves the right on how to evaluate the bid. If the prime contractor is self-

performing the work, the prime contractors name needs to be listed on the Schedule 2 and

the type of work being performed needs to be listed on the A-305 - Contractor’s Qualification

Statement under paragraph 3.1. All omissions on the Schedule 2 will receive no points for the

Item of Work omitted. Any licensed trades need to be registered with TDLR.

o Site Work (Max 2.5 Pts)

o Structural (Max 3.25_ Pts)

o Architectural (Max _ 8_ Pts)

o Mechanical ( Max 4.5 Pts)

o Electrical ( Max 4.5 Pts)

o Plumbing (Max _ 2.25_ Pts)

o Price Proposal (Max 35 Pts) – Offeror submitting the lowest bid proposal will receive the

maximum points and all other offerors will receive points based on the price percentage above

the lowest bid. The percentage scale will be based on the size and budget of the project. NISD

reserves the right to accept alternates in any order or combination to determine the total cost

of the submitted bids.

6. Detailed Scope and Plan Discussion

● At this time all questions need to be submitted to the consultant via email for a formal response

through addendum.

● We will proceed with the review of the current bid set made available by the consultant. A site visit

will be arranged for those interested on February 22, 2021 at 3:30pm.

Project Name & Number: ALE Upgrades at Colby Glass Elementary School 1748-06-01 Northside ISD San Antonio, Texas

Architectural Items For Addendum No. 2

Page 1 of 2

(CIVIL SITE) ITEMS FOR ADDENDUM NO. 2 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it

had been issued at the same time and incorporated integrally therewith. Where provisions of the following

supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications

and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the

proposal form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED:

PROJECT MANUAL:

AD No 2, (CIV). Item 1: To the Project Manual, Section 32 0519.19 (Geogrid)

1. Part 2 Materials: Revised to not allow substitutions for TENSAR Geogrid TX-5. See attached revised specification.

2. Part 3 Construction, 3.01 General, A: Added subgrade preparation details prior to installing geogrid. See attached revised specification.

AD No 2, (CIV). Item 2: To the Project Manual, Section 32 1116.16 (Flexible Base)

1. Part 2 Materials, 2.01: Revised to require base materials to conform to TxDOT Item 247 Type A, Grade 1-2. See attached revised specification.

2. Part 3 Construction, 4.02: Added compaction requirements for the upper 6” of compacted subgrade. See attached revised specification.

3. Part 3 Construction, 4.02, B. Compaction, b. Density Control: Revised compaction requirements for flexible

base materials. See attached revised specification.

AD No 2, (CIV). Item 3: To the Project Manual, Section 32 1623 (Concrete Sidewalks, Curb, and Driveways)

1. Part 3 Construction, E: Added all reinforced concrete driveway pavement shall have a 6” flexible base subgrade to conform to Section 32 1116.16 Flexible Base. See attached revised specification.

DRAWINGS:

AD No 2, (CIV). Item 1: To the Drawings, Sheet C1.0, (Overall Site Control, General Notes, Civil Quantities) 1. Summary of Quantities (Base Bid): Revised base bid quantities for Section Item 32 1116.15 Flexible Base

(6” Compacted Depth) and Section Item 32 1623.4 Reinforced Concrete Pavement. See attached revised

Sheet C1.0.

AD No 2, (CIV). Item 2: To the Drawings, Sheet C3.0, (Grading Plan)

1. Added notes to clarification on where Walkway Asphalt is to be installed for the base and alternate bid locations. See attached revised Sheet C3.0.

2-17-2021



Page 2 of 2

2. Revised the Walkway Asphalt Typical Section to include 6” Compacted Depth subgrade under the flexible

base material. See attached revised Sheet C3.0. 3. Revised the Walkway Asphalt Typical Section to specify 6” Flexible Base to be TxDOT Item 247 Type A,

Grade 1-2. See attached revised Sheet C3.0. 4. Revised the Typical Section for the Fire Lane to specify the geogrid as TENSAR Geogrid TX-5. See attached

revised Sheet C3.0.

5. Revised Typical Section for the Fire Lane to specify 8” Flexible Base to be TxDOT Item 247 Type A, Grade 1-2. See attached revised Sheet C3.0.

6. Added hatching and notes delineating a revised (increased) area for Reinforced Concrete Driveway Pavement at the south connection of the Fire Lane to the school drive through lane. See attached revised

Sheet C3.0.

AD No 2, (CIV). Item 3: To the Drawings, Sheet C5.0, (Water Layout) 1. Revised note for the installation of a Double Check Valve and a 5’ x 7.5’ Concrete Vault as per details

provided on Sheet C12.0 and included in Addendum 1. See attached revised Sheet C5.0.

AD No 2, (CIV). Item 4: To the Drawings, Sheet C8.0 (Miscellaneous Civil Details Sheet 1)

1. Added a Typical Section for Reinforced Concrete Driveway Pavement. See attached revised Sheet C8.0.

AD No 2, (CIV). Item 5: To the Drawings, Sheet C12.0 (Miscellaneous SAWS Detail Sheet 1)

1. Detail DD-812-01, Note 1.C: Revised the note to state concrete pavement replacement sections shall

conform to the Reinforced Concrete Driveway Pavement section shown on Sheet C8.0. See attached revised Sheet C12.0.

END OF (CIVIL SITE) ADDENDUM 2

Northside ISD – ALE Upgrades at Colby Glass Elementary School (1748-06-01)

RFCSP No. 2021-003 San Antonio, Texas

MAESTAS & ASSOCIATES, LLC 32 05 19.19 - 1

GEOGRID

SECTION 32 05 19.19

GEOGRID

PART 1 – GENERAL

1.01 DESCRIPTION: Furnish and place TENSAR Geogrid (TX-5) in accordance with the lines and grades shown on the plans or as directed by the Engineer.

PART 2 - MATERIALS

2.01 MATERIALS: Provide TENSAR Geogrid (TX-5) in conformance with the Items and requirements stated herein. No material substitutions will be allowed for geogrid on this project unless the contactor can prove the unavailability of the preferred product. In cases that substitutions are allowed by the owner and engineer, the material must conform to the following:

2.01.1 Geogrid Reinforcement. Texas Department of Transportation Materials Specification DMS 6240, “Geogrid for Base/Embankment Reinforcement,” of the type as shown on the plans. The sampling, testing, and rejection criteria of that specification shall govern.

2.01.2 Unapproved Materials. Material substitutions for geogrids not conforming to the physical requirements of TxDOT DMS 6240 must be submitted with an alternative design proposal to the Engineer for consideration. Alternate design proposals must be accompanied by the test data from an approved laboratory showing all design and index properties in accordance with the test properties shown in TxDOT DMS 6240. If approved, the Engineer will provide written authorization. Allow a minimum of 14 days for the approval process.

PART 3 – CONSTRUCTION

3.01 GENERAL:

A. Subgrade soil shall be prepared in accordance with City of San Antonio Specification Item 104, “Street Excavation and Item 107, “Embankment”. The upper 6 inches of subgrade shall be compacted to 95% of maximum dry density as determined by the standard proctor test (ASTM D698). The moisture content of subgrade soils should be maintained between -1 to +3 percentage points of the optimum moisture content.

B. Geogrid reinforcement shall be rolled out parallel to the road direction at the proper elevation and alignment as shown on the construction drawings.

C. Geogrid sections shall be overlapped a minimum of 1 foot in both directions. Placement of geogrid around corners will require cutting of geogrid product and diagonal overlapping. Unless otherwise directed by the Engineer, plastic ties shall be used at overlaps. The transverse spacing



MAESTAS & ASSOCIATES, LLC 32 05 19.19 - 2

GEOGRID

of the ties shall be 4 to 5 feet and the longitudinal tie spacing shall be 10 to 20 feet, unless otherwise approved by the Engineer.

D. The geogrid shall be pinned at the beginning of the backfilling section, but shall be left free to stretch or relieve tension throughout the remainder of the work area.

E. Contractor shall take steps to ensure that geogrid sections do not separate at overlaps during construction.

F. Base material shall be placed and compacted in accordance with the City of San Antonio Specification Item 200, “Flexible Base”. This material shall be back dumped from trucks riding on top of the reinforced base material and bladed on to the grid area.

G. Tracked construction equipment shall not operate directly upon the geogrid. A minimum base thickness of 6 inches is required prior to operation of trucked vehicles over the geogrid.

H. Rubber tired equipment may pass over the geogrid at slow speeds, less than 5 miles per hour if the subgrade material is capable of supporting the loads without excessive rutting or causing damage to the grid. Equipment operators shall avoid sudden braking or sharp turning.

I. If ruts are created in the base material due to construction traffic, they shall be filled with additional base material rather than blading adjacent material into the rut.

J. Sections of geogrid, which are damaged by construction activity, shall be repaired or replaced at the Contractor’s expense. All repaired sections shall contain a minimum 3 foot overlap in all directions.

PART 4 – MEASUREMENT

4.01 MEASUREMENT: Accepted work performed as prescribed by this item will be measured by the square yard of base reinforcement complete in place in accordance with the plans with no allowance made for width of overlaps required.

PART 6 – PAYMENT

5.01 PAYMENT: The work performed as prescribed by this item will be paid for at the contract unit price bid per square yard, measured as prescribed above, for “Base Reinforcement” which price shall be full compensation for furnishing all labor, materials, equipment and other items necessary and incidental to completion of work.

A. END OF SECTION



MAESTAS & ASSOCIATES, LLC 32 1116.16 - 1

FLEXIBLE BASE

SECTION 32 1116.16

FLEXIBLE BASE

PART 1 – GENERAL

1.01 DESCRIPTION: Construct a base course for surfacing, pavement, or other base courses composed of crushed stone, and constructed as herein specified in one or more courses in conformance with the typical sections shown on the plans and to the lines and grades as established by the Engineer.

PART 2 - MATERIALS

2.01 MATERIALS: Furnish uncontaminated materials of uniform quality that meet the requirements of the plans and specifications. Notify the Engineer of the proposed material sources and of changes to material sources. The Engineer may sample and test project materials at any time before compaction throughout the duration of the project to assure specification compliance.

Base materials should meet the requirements set forth in the Texas Department of Transportation (TxDOT) 2014 Standard Specifications for Construction of Highways, Streets and Bridges; Item 247, Type A, Grade 1-2.

PART 3 - EQUIPMENT

3.01 EQUIPMENT: Provide machinery, tools, and equipment necessary for proper execution of the work. Provide rollers in accordance with Item 210, “Rolling.” Provide proof rollers in accordance with TxDOT Item 216, “Proof Rolling,” when required.

PART 4 – CONSTRUCTION

4.01 GENERAL: Construct each layer uniformly, free of loose or segregated areas, and with the required density and moisture content. Provide a smooth surface that conforms to the typical sections, lines, and grades shown on the plans or as directed. Stockpile base material temporarily at an approved location before delivery to the roadway. Build stockpiles in layers no greater than 2 feet thick. Stockpiles must have a total height between 10 and 16 feet unless otherwise shown on the plans. After construction and acceptance of the stockpile, loading from the stockpile for delivery is allowed. Load by making successive vertical cuts through the entire depth of the stockpile. Do not add or remove material from temporary stockpiles that require sampling and testing before delivery unless otherwise approved. Charges for additional sampling and testing required as a result of adding or removing material will be deducted from the Contractor’s estimates. Haul approved flexible base in clean trucks. Deliver the required quantity to each 100-foot station or designated stockpile site as shown on the plans. Prepare stockpile sites as directed. When delivery is to the 100-foot station, manipulate in accordance with the applicable Items.

4.02 Preparation of Subgrade or Existing Base. Remove or scarify existing asphalt concrete pavement in accordance with Item 104, “Street Excavation,” when shown on the plans or as directed. Shape the subgrade or existing base to conform to the typical sections shown on the plans or as directed. When new base is required to be mixed with existing base, deliver, place, and spread the new flexible base in the required amount per station. Manipulate and thoroughly mix the




FLEXIBLE BASE

new base with existing material to provide a uniform mixture to the specified depth before shaping. When shown on the plans or directed, proof roll the roadbed in accordance with TxDOT Item 216, “Proof Rolling,” before pulverizing or scarifying. Correct soft spots as directed. The upper 6 inches of subgrade shall be compacted to 95% of maximum dry density as determined by the standard proctor test (ASTM D698). The moisture content of subgrade soils should be maintained between -1 to +3 percentage points of the optimum moisture content.

A. Placing. Spread and shape flexible base into a uniform layer with an approved spreader the same day as delivered unless otherwise approved. Construct layers to the thickness shown on the plans. Maximum lift thickness shall be 8 inches of loose material. Maintain the shape of the course. Control dust by sprinkling, as directed. Correct or replace segregated areas as directed, at no additional expense to the City. Place successive base courses and finish courses using the same construction methods required for the first course.

B. Compaction. Compact in courses not to exceed 8 inches compacted depth using density control unless otherwise shown on the plans. Multiple lifts are permitted when shown on the plans or approved. Bring each layer to the moisture content directed. When necessary, sprinkle the material in accordance with TxDOT Item 204, “Sprinkling.” Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive trips by at least ½ the width of the roller unit. On superelevated curves, begin rolling at the low side and progress toward the high side. Offset alternate trips of the roller. Operate rollers at a speed between 2 and 6 mph as directed. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. Continue work until specification requirements are met. Perform the work at no additional expense to the City.

a. Ordinary Compaction. Roll with approved compaction equipment as directed. Correct irregularities, depressions, and weak spots immediately by scarifying the areas affected, adding or removing approved material as required, reshaping, and recompacting.

b. Density Control. Compact to a minimum density of 95% of the maximum dry density determined by the modified Proctor test (ASTM D1557). The moisture content of the base materials show be maintained within 2 percentage points of the optimum moisture content. The Engineer will determine roadway density of completed sections in accordance with TxDOT’s standard laboratory test procedure Tex-115-E. The Engineer may accept the section if no more than 1 of the 5 most recent density tests is below the specified density and the failing test is no more than 3 pounds per cubic foot below the specified density.

C. Finishing. After completing compaction, clip, skin, or tight-blade the surface with a maintainer or subgrade trimmer to a depth of approximately ¼ inch. Remove loosened material and dispose of it at an approved location. Seal the clipped surface immediately by rolling with a pneumatic tire roller until a smooth surface is attained. Add small increments of water as needed during rolling. Shape and maintain the course and surface in conformity with the typical sections, lines, and grades as shown on the plans or as directed. In areas where surfacing is to be placed, correct grade deviations greater than ¼ inch in 16 feet measured longitudinally or greater than ¼ inch over the entire width of the cross-section. Correct by loosening, adding, or removing material. Reshape and recompact in accordance with Section 200.4.C, “Compaction.”

D. Curing. Cure the finished section until the moisture content is at least 3 percentage points below and above optimum or as directed before applying the next successive course or prime coat.




FLEXIBLE BASE

PART 5 – MEASUREMENT

5.01 MEASUREMENT: Flexible base will be measured by the square yard method per thickness shown in the proposal. Measurement by the square yard is a plans quantity measurement. The quantity to be paid for is the quantity shown in the proposal unless modified by the Engineer. Additional measurements or calculations will be made if adjustments of quantities are required. Measurement is further defined for payment by the square yard of surface area in the completed and accepted final position. The surface area of the base course is based on the width of flexible base as shown on the plans.

PART 6 – PAYMENT

6.01 PAYMENT: The work performed, and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price bid for the types of work shown below. No additional payment will be made for thickness or width exceeding that shown on the typical section or provided on the plans for square yard measurement.

Sprinkling and rolling will not be paid for directly but will be subsidiary to this Item unless otherwise shown on the plans.

Where subgrade is constructed under this Contract (Subgrade Treatment), correction of soft spots in the subgrade will be at the Contractor’s expense. Where subgrade is not constructed under this project, correction of soft spots in the subgrade will be paid in accordance with pertinent Items.

Payment will be made for the type and grade specified. For square yard measurement, a depth will be specified. This price is full compensation for furnishing materials, temporary stockpiling, assistance provided in stockpile sampling and operations to level stockpiles for measurement, loading, hauling, delivery of materials, spreading, blading, mixing, shaping, placing, compacting, reworking, finishing, correcting locations where thickness is deficient, curing, furnishing scales and labor for weighing and measuring, and equipment, labor, tools, and incidentals.

A. END OF SECTION



MAESTAS & ASSOCIATES, LLC 32 16 23 - 1

CONCRETE SIDEWALKS, CURB, AND DRIVEWAYS

SECTION 32 16 23


PART 1 GENERAL

1.01 SCOPE

A. This item shall govern for concrete sidewalks and driveways, composed of Portland Cement concrete, constructed as herein specified on an approved subgrade, in conformity to the lines, grades and details shown on the plans or as established by the OWNER.

1.02 SUBMITTALS

A. The Contractor shall submit the following in accordance with the provisions of Section 01 33 23, “Shop Drawings, Product Data and Samples.”

B. A list identifying the types and sources of materials proposed for this work.

1. Laboratory test reports demonstrating compliance with these specifications.

2. Material certificates signed by the material producer and the Contractor certifying that each material item complies with or exceeds specified requirements.

PART 2 PRODUCTS

2.01 CONCRETE

A. All concrete for sidewalks, curb and gutter, and driveways shall conform to Item 300, “Concrete” of the City of San Antonio Standard Specifications for Construction. Concrete shall be Class A unless otherwise specified or indicated on the Drawings and Details.

2.02 REINFORCING STEEL

A. Reinforcing steel shall conform to the City of San Antonio Specification Item 301, “Reinforcing Steel”.

2.03 EXPANSION JOINT MATERIALS





A. All expansion joint materials shall conform to the provisions of Item 307.2 E, “Expansion Joint Materials” of City of San Antonio Standard Specifications for Construction.

2.04 MEMBRANE CURING COMPOUND

A. All membrane curing compound shall conform to the provisions of Item 307.2 H, “Curing Materials” of City of San Antonio Standard Specifications for Construction.

PART 3 CONSTRUCTION

3.01 SIDEWALKS, DRIVEWAYS, CURB, AND SIDEWALKS WITH FOOTINGS

A. The subgrade shall be excavated and shaped to the lines, grades and cross section shown on the plans, or as directed by the Owner, and shall be thoroughly compacted. A cushion, 2-inch minimum thickness, of crusher screenings, gravel, crushed rock or flex base material shall be spread, wetted thoroughly, tamped and leveled. The cushion shall be moist at the time the concrete is placed. If the subgrade is undercut, or the natural ground is below "top of subgrade" then necessary backfill shall be made with approved material and compacted with a mechanical tamper. Hand tamping will not be permitted.

B. Where the subgrade is rock or gravel, 70% of which is rock, the 2-inch cushion need not be used. The Owner will determine if the subgrade meets the above requirement. Forms shall be of metal or well-seasoned wood of a section satisfactory to the OWNER; clean, straight, free from warp, and of a depth equal to the thickness of the finished work. All forms shall be securely staked to line and grade maintained in a true position during the depositing of concrete. Before concrete is placed, forms shall be thoroughly oiled with a light form oil.

C. Expansion joint material, 1/2-inch-thick, shall be provided at intervals not to exceed 50 feet and where the new construction abuts the existing curbs or driveways if the Inspector deems it necessary. The expansion joint material shall be placed vertically and shall extend the full depth and width of the concrete.

D. Round smooth dowel bars ½ inch in diameter and 14-inches in length shall be spaced 12-inches apart at each expansion joint. Seven inches of each dowel shall be thoroughly coated with hot oil asphalt or greased, so

that it will not bond to the concrete. Approved types of slip joints may be used in lieu of coating ends of dowels.





E. Concrete driveway shall be reinforced as shown on the plans. Reinforcement for driveway No. 4 (1/2") reinforcing steel placed not more than 12 inches on centers both directions. All reinforcement shall be placed equidistant from the top and bottom of the concrete. Care shall be exercised to keep all steel in its proper position during the depositing of concrete. Splices in the No. 4 bars shall have a minimum lap of 30 bar diameters. Concrete driveway pavement shall have a minimum of 6” flexible base material as per Item 32 1116.16 “Flexible Base”.

F. Concrete shall be placed in the forms and spaded, tamped and thoroughly compacted until mortar entirely covers the surface and has a monolithic finish. The top surface shall be floated and troweled to a uniform smooth surface, then finished with a camel hairbrush or wood float to a gritty texture. The outer edges and joints shall be rounded with approved tools to the radii shown on the plans.

G. Immediately after finishing, the surface shall be protected by a membrane curing compound, or by wetted cotton or burlap mats. Either method shall be subject to approval by the Inspector.

H. All necessary excavation for the sidewalk section, will be considered incidental work pertaining to this item, and will not be paid for directly. The adjacent excavation and grading of the slopes shall he done in a manner acceptable to the OWNER.

PART 4 MEASUREMENT AND PAYMENT

4.01 Item 32 16 23.1 Concrete Sidewalks shall be measured by the Square Yard, complete in place, and shall be paid for at the contract unit price bid Square Yard, which shall be full compensation for all excavation, forms, concrete, reinforcement, curing, backfilling, clopping, and for all labor tools, materials, equipment and incidentals necessary to compete the work. 4.02 Item 32 16 23.2 Concrete Curb shall be measured by the Linear Foot, complete in place, and shall be paid for at the contract unit price bid Linear Foot, which shall be full compensation for all excavation, forms, concrete, reinforcement, curing, backfilling, clopping, and for all labor tools, materials, equipment and incidentals necessary to compete the work. 4.03 Item 32 16 23.3 Concrete Curb Ramps shall be measured by the Each, complete in place, and shall be paid for at the contract unit price bid for Each, which shall be full compensation for all excavation, forms, concrete, reinforcement, curing, backfilling, clopping, and for all labor tools, materials, equipment and incidentals necessary to compete the work. 4.04 Item 32 16 23.4 Concrete Driveways shall be measured by the Square Yard, complete in place, and shall be paid for at the contract unit price bid Square Yard, which shall be full compensation for all excavation, forms, concrete, reinforcement, curing, backfilling, clopping, and for all labor tools, materials, equipment and incidentals necessary to compete the work.





4.05 Item 32 16 23.5 Concrete Sidewalk with Footings shall be measured by the Cubic Yard, complete in place, and shall be paid for at the contract unit price bid Cubic Yard, which shall be full compensation for all excavation, forms, concrete, reinforcement, curing, backfilling, clopping, and for all labor tools, materials, equipment and incidentals necessary to compete the work.

END OF SECTION A.

VAN

1)HUCKABEE AND ASSOCIATES, INC. ALONG WITH THEIR

CONSULTANTS HAVE LOCATED, SHOWN , AND NOTED EXISTINGSITE FEATURES INCLUDING BUT NOT LIMITED TO PROPERTYLINES, METES AND BOUNDS, GRADE CONTOURS, EXISTINGSTRUCTURES, EASEMENTS, TREES, FENCES, ROADWAYS,OVERHEAD AND UNDERGROUND UTILITIES, AND OTHEREXISTING FEATURES TO THE BEST OF OUR ABILITY BASEDUPON OWNER PROVIDED SURVEYS, EXISTING CONSTRUCTION

DOCUMENTS AND OTHER EXISTING DATA COLLECTION INREGARDS TO THE SPECIFIED SITE. HUCKABEE ANDASSOCIATES, INC. NOR THEIR CONSULTANTS SHALL ASSUMEANY RESPONSIBILITY OR LIABILITIES IN REGARD TO THEACCURACY OF THE ABOVE MENTIONED OWNER PROVIDEDDATA.2)IF THE CONTRACTOR FINDS ANY DISCREPANCY BETWEENEXISTING CONDITIONS AND THOSE WHICH ARE SHOWN ON THEPLANS, HE SHALL IMMEDIATELY CONTACT THE ARCHITECT.

3)THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH ALLUTILITY ENTITIES TO LOCATE AND MARK ALL UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.

4)THE CONTRACTOR SHALL VISIT THE SITE AND BECOMEFAMILIAR WITH ALL EXISTING CONDITIONS.

5)FINISH GRADE AT PERIMETER OF THE BUILDING SHALL BE ASSHOWN ON SITE GRADING PLAN. REF. CIVIL DRAWINGS. SITE

GRADES SHALL SLOPE UNIFORMLY AWAY FROM THE BUILDINGAND INTERSECT WITH ELEVATIONS SHOWN.

6)REF. CIVIL DRAWINGS FOR ALL SITE DIMENSIONS

7)MAKE ALL SLOPES OF WALKS AND DRIVES COMPLY WITHFINISH

ELEVATION SHOWN ON CIVIL DRAWINGS. THE LINE OF SLOPE

SHALL FORM STRAIGHT LINES BETWEEN FINISH ELEVATIONSWHEN POSSIBLE AND GRADING CONTOURS WHEN STRAIGHTLINES ARE NOT POSSIBLE. VERIFY ALL ELEVATIONSAND

DIMENSIONS WITH ARCHITECT ON JOB. REF. CIVIL.

8)ALL WALKS AND PLAZAS SHALL BE REINFORCED CONCRETE -REF. CIVIL FOR DETAILS. PROVIDE 1/2" EXPANSION JOINT ASSHOWN BY CIVIL OR AT 25'-0" O.C. MAX. AND AT ALL INSIDECORNERS. PROVIDE TOOLED CONTROL JOINTS AT 5'-0"O.C.B.W. MAX OR AS SHOWN. SEE CIVIL FOR TYPICAL WALKAND JOINT DETAILS.9)PROVIDE 1/2" EXPANSION JOINT ALONG BUILDING FOUNDATION

OR BRICK WHERE CONCRETE WALK IS PRESENT.

10)PROVIDE 1/2" EXPANSION JOINT ALONG BACK OF CONCRETECURB WHERE WALK IS PRESENT. REF. CIVIL DRAWINGS FORCURB DETAILS11)CONTRACTOR SHALL REMOVE ALL EXISTING OBSTRUCTIONS

TO NEW CONSTRUCTION, PAVING, WALKS, AND ALL OTHER SITEIMPROVEMENTS INCLUDING BUT NOT LIMITED TO EXISTINGTREES, FENCES, CONCRETE, ROCKS, DEBRIS, POSTS,VEGETATION, UTILITIES (AS NOTED), AND OTHER ITEMS ASNOTED FOR CONSTRUCTION.

12)REF. ELECTRICAL DRAWINGS FOR OUTDOOR LIGHTING

REQUIREMENTS.13)REF. CIVIL DRAWINGS FOR SITE GRADING PLAN, SITE UTILITYPLAN (INCLUDING FIRE HYDRANT LOCATIONS), EROSIONCONTROL PLANS, AND CURB AND PAVING REQUIREMENTS AND

DETAILS.14)REF. CIVIL SHEETS FOR SITE GRADING CONTOURS.

CONTRACTOR SHALL MAKE ALL CUTS AND FILLS REQUIRED TOACCOMPLISH ALL WORK SHOWN. GRADE SITE TO TOLERANCES

SPECIFIED.15)REF. CIVIL DRAWINGS FOR THICKNESSES AND LOCATIONS OF

ALL TYPES OF PAVING.16)FIRE LANE STRIPING SHALL COMPLY WITH CITY OFSAN ANTONIO

REQUIREMENTS AND NFPA.17) REFER TO SPECIFICATIONS / PROJECT MANUAL FORADDITIONAL INFORMATION AND REQUIREMENTS. 1)OWNER INFORMATIONA. NAME : NORTHSIDE INDEPENDENT SCHOOL DISTRICT

B. ADDRESS: 5900 EVERS RD., SAN ANTONIO, TX 78238

2)PROPERTY INFORMATIONA. NAME: EARL RUDDER MIDDLE SCHOOLB: ADDRESS: 6558 HORN BLVD, SAN ANTONIO, TX 78240

3) LEGAL DESCRIPTIONKITCHEN / CAFETERIA RENOVATIONS

PROPERTY DESCRIPTION

GENERAL SITE NOTES GENERAL SITE NOTES

FEC

FEC

FEC

900

901

902

903

10+0

011

+00


CONSULTANTS HAVE LOCATED, SHOWN , AND NOTED EXISTING

SITE FEATURES INCLUDING BUT NOT LIMITED TO PROPERTY LINES, METES AND BOUNDS, GRADE CONTOURS, EXISTING

STRUCTURES, EASEMENTS, TREES, FENCES, ROADWAYS,

OVERHEAD AND UNDERGROUND UTILITIES, AND OTHER EXISTING FEATURES TO THE BEST OF OUR ABILITY BASED

UPON OWNER PROVIDED SURVEYS, EXISTING CONSTRUCTION

DOCUMENTS AND OTHER EXISTING DATA COLLECTION IN

REGARDS TO THE SPECIFIED SITE. HUCKABEE AND ASSOCIATES, INC. NOR THEIR CONSULTANTS SHALL ASSUME

ANY RESPONSIBILITY OR LIABILITIES IN REGARD TO THE

ACCURACY OF THE ABOVE MENTIONED OWNER PROVIDED

DATA. 2)IF THE CONTRACTOR FINDS ANY DISCREPANCY BETWEEN

EXISTING CONDITIONS AND THOSE WHICH ARE SHOWN ON THE

PLANS, HE SHALL IMMEDIATELY CONTACT THE ARCHITECT.

3)THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH ALL

UTILITY ENTITIES TO LOCATE AND MARK ALL UNDERGROUND


4)THE CONTRACTOR SHALL VISIT THE SITE AND BECOME

FAMILIAR WITH ALL EXISTING CONDITIONS.

5)FINISH GRADE AT PERIMETER OF THE BUILDING SHALL BE AS

SHOWN ON SITE GRADING PLAN. REF. CIVIL DRAWINGS. SITE

GRADES SHALL SLOPE UNIFORMLY AWAY FROM THE BUILDING

AND INTERSECT WITH ELEVATIONS SHOWN.


7)MAKE ALL SLOPES OF WALKS AND DRIVES COMPLY WITH FINISH


SHALL FORM STRAIGHT LINES BETWEEN FINISH ELEVATIONS

WHEN POSSIBLE AND GRADING CONTOURS WHEN STRAIGHT LINES ARE NOT POSSIBLE. VERIFY ALL ELEVATIONS AND


8)ALL WALKS AND PLAZAS SHALL BE REINFORCED CONCRETE - REF. CIVIL FOR DETAILS. PROVIDE 1/2" EXPANSION JOINT AS

SHOWN BY CIVIL OR AT 25'-0" O.C. MAX. AND AT ALL INSIDE

CORNERS. PROVIDE TOOLED CONTROL JOINTS AT 5'-0"

O.C.B.W. MAX OR AS SHOWN. SEE CIVIL FOR TYPICAL WALK AND JOINT DETAILS.

9)PROVIDE 1/2" EXPANSION JOINT ALONG BUILDING FOUNDATION


10)PROVIDE 1/2" EXPANSION JOINT ALONG BACK OF CONCRETE

CURB WHERE WALK IS PRESENT. REF. CIVIL DRAWINGS FOR

CURB DETAILS

11)CONTRACTOR SHALL REMOVE ALL EXISTING OBSTRUCTIONS

TO NEW CONSTRUCTION, PAVING, WALKS, AND ALL OTHER SITE

IMPROVEMENTS INCLUDING BUT NOT LIMITED TO EXISTING TREES, FENCES, CONCRETE, ROCKS, DEBRIS, POSTS,

VEGETATION, UTILITIES (AS NOTED), AND OTHER ITEMS AS

NOTED FOR CONSTRUCTION.


REQUIREMENTS.

13)REF. CIVIL DRAWINGS FOR SITE GRADING PLAN, SITE UTILITY

PLAN (INCLUDING FIRE HYDRANT LOCATIONS), EROSION

CONTROL PLANS, AND CURB AND PAVING REQUIREMENTS AND

DETAILS. 14)REF. CIVIL SHEETS FOR SITE GRADING CONTOURS.

CONTRACTOR SHALL MAKE ALL CUTS AND FILLS REQUIRED TO

ACCOMPLISH ALL WORK SHOWN. GRADE SITE TO TOLERANCES SPECIFIED.

15)REF. CIVIL DRAWINGS FOR THICKNESSES AND LOCATIONS OF

ALL TYPES OF PAVING.

16)FIRE LANE STRIPING SHALL COMPLY WITH CITY OF SAN ANTONIO

REQUIREMENTS AND NFPA.

17) REFER TO SPECIFICATIONS / PROJECT MANUAL FOR

ADDITIONAL INFORMATION AND REQUIREMENTS.

1)OWNER INFORMATION

A. NAME : NORTHSIDE INDEPENDENT SCHOOL DISTRICT B. ADDRESS: 5900 EVERS RD., SAN ANTONIO, TX 78238

2)PROPERTY INFORMATION A. NAME: EARL RUDDER MIDDLE SCHOOL B: ADDRESS: 6558 HORN BLVD, SAN ANTONIO, TX 78240

3) LEGAL DESCRIPTION KITCHEN / CAFETERIA RENOVATIONS


GENERAL SITE NOTES

GENERAL SITE NOTES

FEC

FEC

10+00

11+0012+00

12+72BP

: 10+

00.0

0

PI: 1

0+30

.64

PC: 1

0+95

.30

PT: 1

1+53

.46

EP: 1

2+71

.82

900

901

902

903

C1.0Sheet No.Job No.

Drawn By:

Date:

Proj

ect:


VV & DSH

2/17/2021

01748-06-01

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DEPE

NDEN

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ICT

ALE

UPGR

ADES

AT C

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HOOL

SAN

ANTO

NIO,

TEXA

S

Revis

ion

/Da

te

8122

DAT

APO

INT

DR.,

STE.

840

SAN

AN

TON

IO, T

X 78

229

(210

) 366

-198

8

TBPE

No.

: F-3

33

TBP

LS N

o.: 1

0194

506

IF THIS BAR DOES NOT MEASURE 1" THENDRAWING IS NOT TO FULL SCALE

DATE02/17/21

SUMMARY OF QUANTITIES(BASE BID):

NOTE:CONTRACTOR TO VERIFY ALL QUANTITIES PROVIDED AND ADJUST AS NEEDED TO PROVIDE A COMPLETE SCOPE OF WORK.

SCALE: 1" = 100'

200'100'50' 0100'SCALE: 1" = 20'

40'20'10' 020'

PROJECT LAYOUT

COLBY GLASS ELEMENTARY SCHOOL OVERALL SITE LAYOUT

REFERENCE SHEET C2.0. FOR SITE DEMOLITION PLANREFERENCE SHEET C3.0 FOR SITE GRADING PLANREFERENCE SHEET C4.0 FOR FIRE SITE PLANREFERENCE SHEET C5.0 FOR WATER LAYOUTREFERENCE SHEET C6.0 FOR PAVEMENT MARKING LAYOUTREFERENCE SHEET C7.0 FOR DRAINAGE AREA MAP

CLEARVIEW DR

ARROWHEA

D DR

PROJECTLOCATION

COLBY GLASSELEMENTARY SCHOOL

INSPIRATION DR

COLBY BASELINE

PROPOSED DRIVEWAY

COLBY GLASS ELEMENTARYSCHOOL

OVERALL SITE CONTROL,GENERAL NOTES,CIVIL QUANTITIES

PROPOSED DRIVEWAY

ALTERNATEBID LIMITS

2

2

22/1

7/202

1AD

DEND

UM 2

VAN


CONSULTANTS HAVE LOCATED, SHOWN , AND NOTED EXISTINGSITE FEATURES INCLUDING BUT NOT LIMITED TO PROPERTYLINES, METES AND BOUNDS, GRADE CONTOURS, EXISTINGSTRUCTURES, EASEMENTS, TREES, FENCES, ROADWAYS,OVERHEAD AND UNDERGROUND UTILITIES, AND OTHEREXISTING FEATURES TO THE BEST OF OUR ABILITY BASEDUPON OWNER PROVIDED SURVEYS, EXISTING CONSTRUCTIONDOCUMENTS AND OTHER EXISTING DATA COLLECTION INREGARDS TO THE SPECIFIED SITE. HUCKABEE ANDASSOCIATES, INC. NOR THEIR CONSULTANTS SHALL ASSUME

ANY RESPONSIBILITY OR LIABILITIES IN REGARD TO THEACCURACY OF THE ABOVE MENTIONED OWNER PROVIDED

DATA.2)IF THE CONTRACTOR FINDS ANY DISCREPANCY BETWEENEXISTING CONDITIONS AND THOSE WHICH ARE SHOWN ON THEPLANS, HE SHALL IMMEDIATELY CONTACT THE ARCHITECT.

3)THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH ALLUTILITY ENTITIES TO LOCATE AND MARK ALL UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION.4)THE CONTRACTOR SHALL VISIT THE SITE AND BECOMEFAMILIAR WITH ALL EXISTING CONDITIONS.5)FINISH GRADE AT PERIMETER OF THE BUILDING SHALL BE ASSHOWN ON SITE GRADING PLAN. REF. CIVIL DRAWINGS. SITEGRADES SHALL SLOPE UNIFORMLY AWAY FROM THE BUILDINGAND INTERSECT WITH ELEVATIONS SHOWN.6)REF. CIVIL DRAWINGS FOR ALL SITE DIMENSIONS7)MAKE ALL SLOPES OF WALKS AND DRIVES COMPLY WITHFINISH

ELEVATION SHOWN ON CIVIL DRAWINGS. THE LINE OF SLOPESHALL FORM STRAIGHT LINES BETWEEN FINISH ELEVATIONSWHEN POSSIBLE AND GRADING CONTOURS WHEN STRAIGHTLINES ARE NOT POSSIBLE. VERIFY ALL ELEVATIONSAND


8)ALL WALKS AND PLAZAS SHALL BE REINFORCED CONCRETE -REF. CIVIL FOR DETAILS. PROVIDE 1/2" EXPANSION JOINT AS


CORNERS. PROVIDE TOOLED CONTROL JOINTS AT 5'-0"O.C.B.W. MAX OR AS SHOWN. SEE CIVIL FOR TYPICAL WALKAND JOINT DETAILS.9)PROVIDE 1/2" EXPANSION JOINT ALONG BUILDING FOUNDATIONOR BRICK WHERE CONCRETE WALK IS PRESENT.

10)PROVIDE 1/2" EXPANSION JOINT ALONG BACK OF CONCRETECURB WHERE WALK IS PRESENT. REF. CIVIL DRAWINGS FOR

CURB DETAILS11)CONTRACTOR SHALL REMOVE ALL EXISTING OBSTRUCTIONSTO NEW CONSTRUCTION, PAVING, WALKS, AND ALL OTHER SITEIMPROVEMENTS INCLUDING BUT NOT LIMITED TO EXISTINGTREES, FENCES, CONCRETE, ROCKS, DEBRIS, POSTS,VEGETATION, UTILITIES (AS NOTED), AND OTHER ITEMS ASNOTED FOR CONSTRUCTION.12)REF. ELECTRICAL DRAWINGS FOR OUTDOOR LIGHTING

REQUIREMENTS.13)REF. CIVIL DRAWINGS FOR SITE GRADING PLAN, SITE UTILITYPLAN (INCLUDING FIRE HYDRANT LOCATIONS), EROSIONCONTROL PLANS, AND CURB AND PAVING REQUIREMENTS AND

DETAILS.14)REF. CIVIL SHEETS FOR SITE GRADING CONTOURS.CONTRACTOR SHALL MAKE ALL CUTS AND FILLS REQUIRED TOACCOMPLISH ALL WORK SHOWN. GRADE SITE TO TOLERANCES

SPECIFIED.15)REF. CIVIL DRAWINGS FOR THICKNESSES AND LOCATIONS OF

ALL TYPES OF PAVING.16)FIRE LANE STRIPING SHALL COMPLY WITH CITY OFSAN ANTONIOREQUIREMENTS AND NFPA.17) REFER TO SPECIFICATIONS / PROJECT MANUAL FORADDITIONAL INFORMATION AND REQUIREMENTS.

1)OWNER INFORMATIONA. NAME : NORTHSIDE INDEPENDENT SCHOOL DISTRICTB. ADDRESS: 5900 EVERS RD., SAN ANTONIO, TX 78238


3) LEGAL DESCRIPTIONKITCHEN / CAFETERIA RENOVATIONS



FEC

FEC

FEC

884883

882881

884

883

882

885

886

881

892

891

890

889

888

887

886

885

890

889

888

887

886

885

887

886

884

883

882

880

882

882

883

887

886

885

884

883

883

885

24.0'

24.0'

30.0'

24.0'

57.0'

12.0'

2.0%

8.3%

2.0%

-2.2

%

-2.2

%

-2.5%

-1.1%

-7.4

%

-2.3

%

-2.3

%

-7.8%

-4.6%

-16.5%

-11.6%

-2.7%

-8.2%

-2.2%

-2.2%

-2.1%

-2.1%

-2.3

%

-2.3

%-2.

0%

-2.0%

-2.0%

-2.0%

-2.0%

-2.0%

-3.3%

FEC

FEC

FEC

98 LF OF SIDEWALKHAND RAIL

82 LF OF SIDEWALKHAND RAIL

EXISTING ELECTRICBOARD TO REMAIN

PROP RETAINING WALL

3.6' MAX HEIGHT

COLBY BASELINE

INSTALL NEWLIGHT POLE FOUNDATIONFOR LIGHT ASSEMBLY AND WIRINGSEE ELECTRICAL PLANS

EXISTING FENCETO REMAIN

MATCHING EXISTINGPAVING GRADES

EXISTING GATESTO BE REPLACED

WITH (2) 13' SWINGGATES WITH KNOX

BOX LOCK

GRADING LIMITS

EXISTING FENCE

TO BE REMOVED ANDREPLACED WITH A 6'

TALL CHAIN LINK FENCE

GRADING LIMITS

R=28'

R=28'

PAVEMENT CUT

INSTALL 4 FTSIDEWALK AND CURB

INSTALL ADA RAMPTYPE II

PROP RETAINING WALLSEE LAYOUT ONMISCELLANEOUS SHEETPROP

RETAINING WALL

6 INCH CURB CUT

6" PVC ROOFDRAIN

PROP CONCRETEDRIVEWAY PAVEMENT

REPLACE EXISTINGFENCE WITH NEW

6' CHAIN LINK FENCE

INSTALL NEW 6'CHAIN LINK GATE4' WIDE

REMOVE GATE ANDREPLACE WITH A NEW6' CHAIN LINK GATE4' WIDE

EXTEND 6" PVCSCHEDULE 40TO CURB CUT

INSTALL HAND RAIL

INSTALL HAND RAIL

CONTRACTOR TO PROVIDE BRACINGOF POLE AS NEEDED

INSTALL 69 LF HAND RAIL ONTOP OF RETAINING WALL

NO CURB AROUNDDUMPSTER PAD

SEE ARCHITECTURAL PLANSFOR FENCE AND GATE ENCLOSUREAND GATE FOR DUMPSTER AREA

10+00

11+00

12+00

12+72

BP: 10+00.00

PI: 10+30.64

PC: 10+95.30

PT: 1

1+53

.46

EP: 1

2+71

.82

PLACE CONCRETE BETWEENSIDEWALK AND BACK OF CURB,AS PER CONCRETE SIDEWALK

SPECIFICATIONS

884883

882881

CONTRACTOR PROVIDEMINIMUM GRADING TO MATCH

EXISTING GRADESFOLLOWING ADA STANDARDS

-2.0%

FOR SIDEWALK CONNECTIONENTRY WAY, SEE

SHEET S4.1 DETAIL 9

884

883

882

885

886

881

AREA BETWEEN FENCE ANDDRIVEWAY TO BE FILLED AND

GRADED TO DRAIN

SEE STRUCTURAL PLANSFOR AV DETAILS

REPLACE EXISTING RAILROADTIE AT EDGE OF PLAYGROUND

SURFACE/FENCE

EXISTING RAMPTO REMIAN

BEGIN HAND RAIL

END HAND RAIL

END HANDRAIL

INSTALL 10' GATEHAND RAIL CENTEREDIN FRONT OF ENTRYWAY

CAUTION: OVERHEAD POWER LINECONTRACTOR TO CHECK CLEARANCEAND MAKE ADJUSTMENTS AS NECESSARY

N: 13722157.72E: 2104115.96EL: 882.33

N: 13722265.66E: 2104124.82EL: 883.34

N: 13722129.37E: 2104109.86

EL: 882.02

N: 13722033.04E: 2104048.68

EL: 880.75

N: 13722103.53E: 2104096.70EL: 881.69

N: 13722266.64E: 2104112.86EL: 883.34

N: 13722264.68E: 2104136.78EL: 883.82

N: 13722186.07E: 2104138.55EL: 883.52

N: 13722247.50E: 2104094.09

EL: 883.18

N: 13722248.45E: 2104082.52

EL: 882.71

N: 13722242.47E: 2104082.03

EL: 882.83

N: 13722169.00E: 2104083.58EL: 883.00

N: 13722169.58E: 2104076.04

EL: 882.83

N: 13722175.55E: 2104076.53

EL: 882.95

N: 13722041.43E: 2104037.88

EL: 881.46

N: 13722028.30E: 2104055.80

EL: 880.93

N: 13722221.13E: 2104178.35

EL: 886.72

N: 13722221.82E: 2104179.16EL: 887.30

N: 13722222.73E: 2104180.24

EL: 889.03

N: 13722223.27E: 2104161.47

EL: 885.99

BEGIN RETAINING WALLN: 13722224.26E: 2104161.55

EL: 885.99

N: 13722189.34E: 2104177.50EL: 889.93

N: 13722190.42E: 2104176.58EL: 886.96

END RETAINING WALLN: 13722190.88E: 2104158.81EL: 885.98

N: 13722191.87E: 2104158.89EL: 885.64

N: 13722020.32E: 2104064.94

EL: 881.11

N: 13722007.28E: 2104059.86EL: 881.11

N: 13722010.07E: 2104047.79

EL: 880.34

N: 13722005.90E: 2104045.01

EL: 880.67

N: 13721999.09E: 2104041.54

EL: 880.71

N: 13721998.85E: 2104042.25

EL: 881.29

N: 13722007.43E: 2104051.74

EL: 880.44N: 13722003.27E: 2104048.97EL: 880.77

N: 13721997.59E: 2104046.04EL: 881.37

N: 13721992.51E: 2104040.30

EL: 880.12

N: 13721992.47E: 2104041.04EL: 880.70

N: 13721992.26E: 2104045.04EL: 880.78

N: 13722191.23E: 2104175.90EL: 886.38

N: 13722056.73E: 2104050.05EL: 880.75

N: 13722071.10E: 2104055.24FL ELEV: 880.83

N: 13722141.73E: 2104079.57EL: 882.90

N: 13722165.51E: 2104083.14EL: 883.00

N: 13722118.33E: 2104074.11EL: 882.75

N: 13722095.02E: 2104065.82EL: 882.62

N: 13722050.21E: 2104060.12

EL: 880.98

N: 13722222.52E: 2104161.43EL: 885.41

N: 13722192.62E: 2104158.96

EL: 885.06

N: 13722167.01E: 2104128.76

EL: 882.69

N: 13722252.72E: 2104135.79EL: 883.68

N: 13722156.74E: 2104127.92EL: 882.58

N: 13722126.03E: 2104121.41EL: 882.59

N: 13722097.95E: 2104107.42EL: 881.91

N: 13722111.40E: 2104087.54

EL: 881.51

N: 13722134.00E: 2104098.77

EL: 881.80

N: 13722158.68E: 2104104.00EL: 882.09

N: 13722232.31E: 2104142.35

EL: 884.05

N: 13722173.96E: 2104097.47

EL: 883.75N: 13722167.53E: 2104102.97EL: 883.58

N: 13722167.98E: 2104097.02EL: 883.63

N: 13722270.31E: 2104162.93EL: 889.04

N: 13722264.40E: 2104161.54EL: 889.14

N: 13722271.94E: 2104143.00

EL: 885.43

N: 13722273.58E: 2104123.06

EL: 884.25

N: 13722275.77E: 2104096.41

EL: 882.97N: 13722246.24E: 2104109.43EL: 883.30BEGIN HAND RAIL

N: 13722275.33E: 2104101.67

EL: 883.07

N: 13722246.73E: 2104103.45

EL: 883.36

N: 13722240.75E: 2104102.95EL: 883.48

N: 13722173.47E: 2104103.45EL: 883.63

N: 13722174.97E: 2104084.03

EL: 883.12

N: 13722247.06E: 2104099.36

EL: 883.28

N: 13722240.26E: 2104108.93EL: 883.36

N: 13722232.29E: 2104108.28EL: 883.63

N: 13722232.78E: 2104102.30EL: 883.75

N: 13722241.57E: 2104093.60EL: 883.30

N: 13722241.08E: 2104098.87EL: 883.40

N: 13722039.70E: 2104038.69EL: 880.51

N: 13722011.63E: 2104048.83

EL: 880.40

N: 13722026.38E: 2104058.67

EL: 881.00

N: 13722023.65E: 2104056.85

EL: 880.93

REPLACE EXISTINGFENCE WITH NEW6' CHAIN LINK FENCE

PROPOSED 5'SIDEWALK

MATCH EXISTINGSIDEWALK GRADES

MATCH EXISTINGSIDEWALK GRADES

N: 13722394.31E: 2104184.04EL: 887.33

N: 13722394.66E: 2104189.10EL: 887.34

N: 13722331.51E: 2104177.16EL: 888.13

N: 13722330.33E: 2104182.06EL: 888.14

N: 13722367.32E: 2104182.15

EL: 887.61

N: 13722366.96E: 2104187.16EL: 887.71

N: 13722380.81E: 2104183.09

EL: 887.39

N: 13722380.81E: 2104188.13EL: 887.49

N: 13722349.41E: 2104179.66

EL: 887.87

N: 13722348.65E: 2104184.61EL: 887.97

C3.0

GRADING PLAN

LEGEND

SCALE: 1" = 10'

20'10'5' 010'

PROPOSED 4" SIDEWALK

PROPOSED PAVEMENT PATCH

SCALE: 1" = 150'

300'150'75' 0150'

INSPIRATION DR

ARRO

WHEAD

DR

CLEARVIEW DR

PROJECT GRADING AREA

COLBY GLASSELEMENTARY

SCHOOL

COLBY GLASSELEMENTARY SCHOOLOVERALL SITE LAYOUT

NOTE 1: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND QUANTITIES.

PROPOSEDTURNAROUND

24'

2%

3" HMAC TY D8" FLEXBASE"TXDOT ITEM247 TYPE A,GRADE 1-2"TYPICAL SECTION

N.T.S

TACK COAT

2%

CURB CURBCOLBY_BASELINE

PROPOSED CONCRETE PAVEMENT

Sheet No.Job No.

Drawn By:

Date:

Proj

ect:


VV & DSH

GRADING PLAN

2/17/2021

01748-06-01

NORT

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E IN

DEPE

NDEN

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UPGR

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GLA

SS E

LEME

NTAR

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SAN

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NIO,

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DAT

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INT

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STE.

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) 366

-198

8

TBPE

No.

: F-3

33

TBP

LS N

o.: 1

0194

506


DATE02/17/21

MATCHLINE A-A

MATCHLINE A-A

NOTE 2: CONTRACTOR TO ENSURE GRADING ALLOWS FOR POSITIVE DRAINAGE AND SHEET FLOW ACROSS THE SIDEWALK.

NOTE 3: CONTRACTOR TO PROTECT ROOT SYSTEM OF THE TREE WITH MINIMAL EXCAVATION AND GRADING. ALIGNMENT ALTERATIONS TO AVOID TREE SHALL BE COORDINATED WITH ENGINEER.

FINISHED FLOORELEV = 883.81

PROPOSED ASPHALT

PROPOSED HAND RAIL

REMOVE AND REPLACEWALKWAY ASPHALT 110.8SY

SEE WALKWAY ASPHALT DETAILON THIS SHEET

PLAYGROUND

BID ALTERNATEREMOVE & REPLACE

WALKWAY ASPHALT 613.4SYLIMITS ARE WITHINTHE ENTIRE AREA

BETWEEN BUILDINGS.SEE WALKWAY ASPHALT DETAIL

ON THIS SHEET

TENSARTX-5GEOGRID

6" COMPACTEDSUBGRADE

WALKWAY ASPHALT DETAILN.T.S

TACK COAT

6" FLEXBASE"TXDOT ITEM 247TYPE A, GRADE 1-2"

1.5" HMAC TY D

PROPERTY LINE

SURFACE SHALLMATCH EXISTINGGRADES

NOTE: ALL AREAS DISTURBED AND FILLED SHALL BE SODDED AFTER FINAL GRADING.

CONCRETE SIDEWALK WITH FOOTINGS

15'

40.1''

26.6'

34.1''

2

2

22/1

7/202

1AD

DEND

UM 2

6" COMPACTEDSUBGRADE

2

2 2

2

2

REQUIREMENTS.SPECIFIED.

GEOGRIDTX-5

VAN

1)HUCKABEE AND ASSOCIATES, INC. ALONG WITH THEIRCONSULTANTS HAVE LOCATED, SHOWN , AND NOTED EXISTINGSITE FEATURES INCLUDING BUT NOT LIMITED TO PROPERTY

LINES, METES AND BOUNDS, GRADE CONTOURS, EXISTING

STRUCTURES, EASEMENTS, TREES, FENCES, ROADWAYS,OVERHEAD AND UNDERGROUND UTILITIES, AND OTHEREXISTING FEATURES TO THE BEST OF OUR ABILITY BASEDUPON OWNER PROVIDED SURVEYS, EXISTING CONSTRUCTIONDOCUMENTS AND OTHER EXISTING DATA COLLECTION INREGARDS TO THE SPECIFIED SITE. HUCKABEE ANDASSOCIATES, INC. NOR THEIR CONSULTANTS SHALL ASSUMEANY RESPONSIBILITY OR LIABILITIES IN REGARD TO THE

ACCURACY OF THE ABOVE MENTIONED OWNER PROVIDED DATA.2)IF THE CONTRACTOR FINDS ANY DISCREPANCY BETWEENEXISTING CONDITIONS AND THOSE WHICH ARE SHOWN ON THEPLANS, HE SHALL IMMEDIATELY CONTACT THE ARCHITECT.

3)THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH ALLUTILITY ENTITIES TO LOCATE AND MARK ALL UNDERGROUNDUTILITIES PRIOR TO CONSTRUCTION.

4)THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS.

5)FINISH GRADE AT PERIMETER OF THE BUILDING SHALL BE ASSHOWN ON SITE GRADING PLAN. REF. CIVIL DRAWINGS. SITEGRADES SHALL SLOPE UNIFORMLY AWAY FROM THE BUILDINGAND INTERSECT WITH ELEVATIONS SHOWN.6)REF. CIVIL DRAWINGS FOR ALL SITE DIMENSIONS

7)MAKE ALL SLOPES OF WALKS AND DRIVES COMPLY WITHFINISH

ELEVATION SHOWN ON CIVIL DRAWINGS. THE LINE OF SLOPESHALL FORM STRAIGHT LINES BETWEEN FINISH ELEVATIONSWHEN POSSIBLE AND GRADING CONTOURS WHEN STRAIGHTLINES ARE NOT POSSIBLE. VERIFY ALL ELEVATIONSAND


8)ALL WALKS AND PLAZAS SHALL BE REINFORCED CONCRETE -REF. CIVIL FOR DETAILS. PROVIDE 1/2" EXPANSION JOINT ASSHOWN BY CIVIL OR AT 25'-0" O.C. MAX. AND AT ALL INSIDE

CORNERS. PROVIDE TOOLED CONTROL JOINTS AT 5'-0"O.C.B.W. MAX OR AS SHOWN. SEE CIVIL FOR TYPICAL WALKAND JOINT DETAILS.9)PROVIDE 1/2" EXPANSION JOINT ALONG BUILDING FOUNDATIONOR BRICK WHERE CONCRETE WALK IS PRESENT.

10)PROVIDE 1/2" EXPANSION JOINT ALONG BACK OF CONCRETECURB WHERE WALK IS PRESENT. REF. CIVIL DRAWINGS FORCURB DETAILS11)CONTRACTOR SHALL REMOVE ALL EXISTING OBSTRUCTIONSTO NEW CONSTRUCTION, PAVING, WALKS, AND ALL OTHER SITEIMPROVEMENTS INCLUDING BUT NOT LIMITED TO EXISTINGTREES, FENCES, CONCRETE, ROCKS, DEBRIS, POSTS,VEGETATION, UTILITIES (AS NOTED), AND OTHER ITEMS ASNOTED FOR CONSTRUCTION.12)REF. ELECTRICAL DRAWINGS FOR OUTDOOR LIGHTINGREQUIREMENTS.13)REF. CIVIL DRAWINGS FOR SITE GRADING PLAN, SITE UTILITYPLAN (INCLUDING FIRE HYDRANT LOCATIONS), EROSIONCONTROL PLANS, AND CURB AND PAVING REQUIREMENTS AND

DETAILS.14)REF. CIVIL SHEETS FOR SITE GRADING CONTOURS.CONTRACTOR SHALL MAKE ALL CUTS AND FILLS REQUIRED TOACCOMPLISH ALL WORK SHOWN. GRADE SITE TO TOLERANCES

SPECIFIED.15) REF. CIVIL DRAWINGS FOR THICKNESSES AND LOCATIONS OF

ALL TYPES OF PAVING.16)FIRE LANE STRIPING SHALL COMPLY WITH CITY OFSAN ANTONIO

REQUIREMENTS AND NFPA.17) REFER TO SPECIFICATIONS / PROJECT MANUAL FORADDITIONAL INFORMATION AND REQUIREMENTS. 1)OWNER INFORMATIONA. NAME : NORTHSIDE INDEPENDENT SCHOOL DISTRICT

B. ADDRESS: 5900 EVERS RD., SAN ANTONIO, TX 78238


3) LEGAL DESCRIPTIONKITCHEN / CAFETERIA RENOVATIONS PROPERTY DESCRIPTION


FEC

FEC

FEC

10+00

11+00

12+0

0

12+7

2

BP: 10+00.00

PI: 10+30.64

PC: 10+95.30

PT: 11+53.46

EP: 12+71.823)

THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH ALL

UTILITY ENTITIES TO LOCATE AND MARK ALL UNDERGROUND


4)THE CONTRACTOR SHALL VISIT THE SITE AND BECOME

FAMILIAR WITH ALL EXISTING CONDITIONS.

5)

FINISH GRADE AT PERIMETER OF THE BUILDING SHALL BE AS

SHOWN ON SITE GRADING PLAN. REF. CIVIL DRAWINGS. SITE

GRADES SHALL SLOPE UNIFORMLY AWAY FROM THE BUILDING

AND INTERSECT WITH ELEVATIONS SHOWN.


7)

MAKE ALL SLOPES OF WALKS AND DRIVES COMPLY WITH


SHALL FORM STRAIGHT LINES BETWEEN FINISH ELEVATIONS

WHEN POSSIBLE AND GRADING CONTOURS WHEN STRAIGHT

LINES ARE NOT POSSIBLE. VERIFY ALL ELEVATIONS


8)ALL WALKS AND PLAZAS SHALL BE REINFORCED CONCRETE -

REF. CIVIL FOR DETAILS. PROVIDE 1/2" EXPANSION JOINT AS


CORNERS. PROVIDE TOOLED CONTROL JOINTS AT 5'-0"

O.C.B.W. MAX OR AS SHOWN. SEE CIVIL FOR TYPICAL WALK

AND JOINT DETAILS.

9)PROVIDE 1/2" EXPANSION JOINT ALONG BUILDING FOUNDATION


10)PROVIDE 1/2" EXPANSION JOINT ALONG BACK OF CONCRETE

CURB WHERE WALK IS PRESENT. REF. CIVIL DRAWINGS FOR

CURB DETAILS

11)CONTRACTOR SHALL REMOVE ALL EXISTING OBSTRUCTIONS

TO NEW CONSTRUCTION, PAVING, WALKS, AND ALL OTHER SITE

IMPROVEMENTS INCLUDING BUT NOT LIMITED TO EXISTING

TREES, FENCES, CONCRETE, ROCKS, DEBRIS, POSTS,

VEGETATION, UTILITIES (AS NOTED), AND OTHER ITEMS AS

NOTED FOR CONSTRUCTION.


REQUIREMENTS.

13)REF. CIVIL DRAWINGS FOR SITE GRADING PLAN, SITE UTILITY

PLAN (INCLUDING FIRE HYDRANT LOCATIONS), EROSION

CONTROL PLANS, AND CURB AND PAVING REQUIREMENTS AND

DETAILS.14)REF. CIVIL SHEETS FOR SITE GRADING CONTOURS.

CONTRACTOR SHALL MAKE ALL CUTS AND FILLS REQUIRED TO

ACCOMPLISH ALL WORK SHOWN. GRADE SITE TO TOLERANCES

SPECIFIED.

15)REF. CIVIL DRAWINGS FOR THICKNESSES AND LOCATIONS OF

ALL TYPES OF PAVING.

16)FIRE LANE STRIPING SHALL COMPLY WITH CITY OFSAN ANTONIO

REQUIREMENTS AND NFPA.

17) REFER TO SPECIFICATIONS / PROJECT MANUAL FOR

ADDITIONAL INFORMATION AND REQUIREMENTS.

GENERAL SITE NOTES

FECFEC

12"W CI

Sheet No.Job No.

Drawn By:

Date:

Proj

ect:


VV & DSH

2/17/2021

01748-06-01

NORT

HSID

E IN

DEPE

NDEN

T SCH

OOL D

ISTR

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ALE

UPGR

ADES

AT C

OLBY

GLA

SS E

LEME

NTAR

Y SC

HOOL

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NIO,

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/Da

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8122

DAT

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INT

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STE.

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229

(210

) 366

-198

8

TBPE

No.

: F-3

33

TBP

LS N

o.: 1

0194

506


DATE02/17/21

SCALE: 1" = 150'

300'150'75' 0150'

INSPIRATION DR

ARRO

WHEAD

DR

CLEARVIEW DR

PROJECT GRADING AREA

COLBY GLASSELEMENTARY

SCHOOL

COLBY GLASSELEMENTARY SCHOOLOVERALL SITE LAYOUT

NOTE:CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS AND QUANTITIES.

C5.0

SCALE: 1" = 10'

20'10'5' 010'

WATER LAYOUT

INSTALL 65 LF 8" PVC WATER PIPEINSTALL FIRE HYDRANT8" X 6" MJ X ANCHOR TEE6" GATE VALVE, MJ6" VALVE BOX COMPLETE10LF 6" DI PIPE CUT AS REQ'D(SEE SAWS STD. DWG DD-834-01)

INSTALL 1 - 8" GATE VALVE, MJ6" VALVE BOX COMPLETE

INSTALL 50 LF 8" PVC WATER PIPE




INSTALL

30 LF

8" PVC W

ATER PIPE

INST

ALL 1

15 LF

8" PV

C WAT

ER PI

PE

INSTALL 25 LF

6" PVC WATER PIPE

INSTALL 5 LF 8" PVCWATER PIPE1- 8" 132 BEND, M.J.

INSTALL PLUGSEE MECHANICAL

PLANS FORCONNECTION TO

BUILDING

INSTALL1- 8" 116 BEND, M.J.



INSTALL 8"X6" TEE1 - 8" GATE VALVE, M.J.6" VALVE BOX COMPLETE1 - 6" GATE VALVE, MJ.6" VALVE BOX COMPLETE

INSTALL PLUG

INSTALL 5'X7.5' VAULTFOR DOUBLECHECK VALVESEE DETAIL DD-824-19ON SHEET C-12

HOT TAP NEW8" PVC TOEXISTING

12" CI PIPE

APPROXIMATE FDCLOCATION


PROTECT WASTE WATER MAINAND INSTALL CONCRETE SADDLE,AS NEEDED

CAUTION: OVERHEAD POWERLINES IN STREET ROW.CHECK CLEARANCES

4" STL GAS

4" EXISTINGSTL GAS

4" EXISTINGSTL GAS

COLBY BASELINE

PROPOSED CURB ANDASPHALT

PROPOSED CURBAND SIDEWALK

PROPOSEDASPHALT

PROPOSED CURB

PROPOSED SIDEWALK

CONTRACTOR SHALLCOORDINATE WITH CPSAND DETERMINE THELOCATION AND DEPTHOF THE GAS MAIN

2

22/1

7/202

1AD

DEND

UM 2

DRIVEWAY SECTION LIMITSAS SHOWN ON PLANS

CURB & SIDEWALKBEYOND

6" CONCRETE

0 -14%MAX.

2%MAX.1/2"

#4 BARS 12" O.C. BOTH WAYS

6" FLEXIBLE BASE

LOW CURB

(ITEM 301)

Sheet No.Job No.

Drawn By:

Date:

Proj

ect:


VV & DSH

2/17/2021

01748-06-01

NORT

HSID

E IN

DEPE

NDEN

T SCH

OOL D

ISTR

ICT

ALE

UPGR

ADES

AT C

OLBY

GLA

SS E

LEME

NTAR

Y SC

HOOL

SAN

ANTO

NIO,

TEXA

S

Revis

ion

/Da

te

8122

DAT

APO

INT

DR.,

STE.

840

SAN

AN

TON

IO, T

X 78

229

(210

) 366

-198

8

TBPE

No.

: F-3

33

TBP

LS N

o.: 1

0194

506


DATE02/17/21

C8.0

MISCELLANEOUS CIVILDETAILS SHEET 1

6" x 6" W / D 2.9 x W / D 2.9 WELDEDWIRE FLAT SHEETS (ITEM 303) OR#3 BARS @ 18" O.C. EACH WAYCENTERED IN SLAB (ITEM 301)

4" CLASS "A" CONCRETE

2" MINIMUM GRAVEL, CRUSHED ROCKOR FLEXIBLE BASE MATERIAL

CONCRETE SIDEWALK SECTIONITEM 502N.T.S.

2% MAX. SLOPE TO CURB

2

LIGHT POST FOUNDATIONDETAILN.T.S.

1

ANCHOR BOLTPROJECTION 4"

FORM WITH24" SONOTUBE

FINISHED GRADEASPHALT SURFACE

3/4" X 10' GROUNDROD WITH CADWELD

CONNECTION

#8 BARE COPPERGROUND WIRE CONTINUOUS

PVC CONDUIT, CONCEAL ALLWIRING IN POLE AND TROUGHS

STEEL SHALL MAINTAIN3" MINIMUM OF CONCRETECOVERAGE THROUGHOUTFOUNDATION

EIGHT NO. 4 STEELREINFORCING RODS

NO. 4 STEEL REINFORCINGTIES ON 12" CENTERS

HAND RUB CONCRETE BASETO REMOVE IRREGULARITIESTO PROVIDE SMOOTH FINISH,PAINT EXPOSED AREASAFETY YELLOW

2" CHAMFERED EDGES

ANCHOR BOLTS BY LIGHTMANUFACTURER MINIMUM 3'-0"LONG PROVIDE BOTTOM NUTFOR LEVELING AND DOUBLENUTS ON TOP BASE COVER

24"

36"

10'-0"

STANDARD SIDEWALKCONCRETE DETAIL

CURB

12" EXPANSIONJOINT MATERIAL

12" EXPANSIONJOINT MATERIAL

2' TOE WALL 2' TOE WALL

5" THICK3000 PSI CLASS CCONCRETE

2% MAX

6' SIDEWALK

BUILDING

FINISHED FLOOR

SIDEWALK SECTION AT THE BUILDINGN.T.S.4

#4 BARS @ 12" O.C.

PROPOSED RETAINING WALL LAYOUTN.T.S.3

NOTE: REFER TO TXDOT STANDARD FOR RETAINING WALLS

889.93

885.98

885.06886.38886.72

889.03

885.41

885.99

18.25' 32.5' 18.25'

DRIVEWAY

#4 BARS @ 12" O.C.

AREA = 95.22 SQFT

AREA = 26.37 SQFT AREA = 40.79 SQFT

HEIGHT VARIES

COMPACTEDSUBGRADE

6" 6"

FLOOR BEAM

CONTRACTOR SHOULDENSURE SUBGRADE IS

COMPACTED BELOWFOOTING

TYPICAL COMMERCIAL DRIVEWAY SECTIONN.T.S.5

WITH SIDEWALK ABUTTING CURBITEM 503.2

2

22/1

7/202

1AD

DEND

UM 2

TYPICAL SECTION REINFORCED CONCRETE DRIVEWAY

PAVEMENT

Sheet No.Job No.

Drawn By:

Date:

Proj

ect:


VV & DSH

2/17/2021

01748-06-01

NORT

HSID

E IN

DEPE

NDEN

T SCH

OOL D

ISTR

ICT

ALE

UPGR

ADES

AT C

OLBY

GLA

SS E

LEME

NTAR

Y SC

HOOL

SAN

ANTO

NIO,

TEXA

S

Revis

ion

/Da

te

8122

DAT

APO

INT

DR.,

STE.

840

SAN

AN

TON

IO, T

X 78

229

(210

) 366

-198

8

TBPE

No.

: F-3

33

TBP

LS N

o.: 1

0194

506


DATE02/17/21

C12.0

MISCELLANEOUS SAWSDETAILS SHEET 1

c. See Commercial Driveway section on Miscellaneous Civil Details Sheet for the concrete driveway details.

NOTE: FOR ALL SAN ANTONIO WATER SYSTEM DETAILS, CHECK FOR UPDATES TO STANDARDS.

2

12/4

/2021

ADDE

NDUM

12

2/17/2

021

ADDE

NDUM

2

1

1

c. Concrete sections shall conform to detail on SheetC8.0.



Page 1 of 1

MECH-ELEC-PLBG ITEMS FOR ADDENDUM NO. 2 NOTICE TO PROPOSERS:

A. This Addendum shall be considered part of the contract documents for the above-mentioned project as though it had been issued at the same time and incorporated integrally therewith. Where provisions of the following supplementary data differ from those of the original contract documents, this Addendum shall govern and take precedence.

B. Proposers are hereby notified that they shall make any necessary adjustments in their estimate on account of this Addendum. It will be construed that each Proposer’s proposal is submitted with full knowledge of all modifications and supplemental data specified therein. Acknowledge receipt of this addendum in the space provided on the proposal form. Failure to do so may subject Proposer to disqualification.

REFERENCE IS MADE TO THE DRAWINGS AND THE PROJECT MANUAL AS NOTED: PROJECT MANUAL: AD No 2, MEP. Item 1: To the Project Manual, Section 23 0700 (HVAC INSULATION).

1. Part 3 Execution: ADD Par. 3.1.E. Prime ALL indicated Mechanical Room chilled water piping, fittings, unions, flanges, fittings, nuts, bolts/threads, etc. with rust-colored steel pipe primer (Rustoleum, or approved equal).

2. Part 3 Execution: Par. 3.13, Piping Insulation Table: CHANGE interior chilled water pipe insulation from Type “B” to Type “A”.

3. Part 3 Execution: ADD Par. 3.14. Duct Insulation: A. Supply AND Return Air Duct Internal Duct Liner: Acoustical rated, 1in. tk., supply and return duct, glued

full contact, to 12ft from connection to respective AHU. B. ALL Supply Air Duct: Min. 1-1/2lb, R-6, foil-faced, organic fiberglass batte, factory-applied FRM-25

vapor barrier, 3in. laps, 3in. glass mesh fabric/mastic, stainless steel staples, 100% vapor sealed. C. Supply Air AND Outside Air Duct Insulation In Mechanical Room: Owens-Corning, Rigid Board Type

800FR, 1-1/2in thick, min. 3.8lb. density, with reinforced aluminum facing, glued, full contact. DRAWINGS: AD No 2, MEP. Item 1: To the Drawings, Sheet E2.1, New Work Floor Plan Lighting

1. Room H119B, Existing Toilet: Change light fixture from "A" to "B". 2. Room H110B, Existing Toilet: Change light fixture from "A" to "B". 3. Room H110A, New Closet: Change light fixture from "A" to "B". 4. Room H108, Electrical Closet: Replace existing pendant light fixture (not indicated) with a new "K" fixture. 5. Classroom Lighting Control Schematic: Delete line 2. 6. Rooms H109B & H111C, New Toilet Rooms: Apply keyed note 1 to these 2 rooms. 7. Corridor Light Switches: Change applied keyed note 7 (applied in 2 places) to keyed note 9. 8. Keyed Note 9: Changed to require REPLACEMENT of existing light switch/plate. 9. Keyed Notes 10 & 17: Change notes to read, "NOT USED". 10. Existing Toilet Rooms H106, H107, H113 & H115: Apply keyed note 36 to light fixtures in these rooms.

END OF MEP ADDENDUM

2

11.2

12

11.1

13

H I J KJ.2

XF

CRP

CR

HCR

480/277

225A

SS

S

J

J

J

J

JJ

J

J

J

J

J

SS

S

J

A

B

L1

J

J J

S

J

S

J

S

J

S

J

S

J

S

J

S

J

S

J

F

F

F

F

F

F

F

F

F

F

F

AVAV

AVAV

AV

AVAV

AV

AV

AV

AV

AV

SS

S

S

S

S

S

S

S

SS

S

S

S

S

S

1) ALL 'A'

FIXTURES

2) AV

FIXTURE

ONLY

PP PP

PP

F

E

E

E

E G

G

F

G

PANEL HCR

277V

D

D

D

D

D

SS

S

PP

PP

PP

PP

PP

(10FT)

T

S

T

S S

H

H

90"

90"

S

PP

PP

PP

3

3

PP

23F

T (+

/- 12IN

)

EXISTING

POLE TO BE REMOVED

(SEE SHEET C2.0)

NEW

POLE TO BE SET

(SEE SHEET C8.0)

MK. 'EXA'

NEW POLE LOC'N IS

MAX. 50FT. FROM

REMOVED POLE

NEW WORK: EXTERIOR LIGHT POLE

J

1

2

PPPP

J

EXIST.

277V

ONE (1) AV LIGHT

FIXTURE PER

CLASSROOM

(KEYED NOTE 13)

ALL OTHER

CLASSROOM

LIGHT FIXTURES

ZONE

1

ZONE

2

GENERAL NOTES, CLASSROOM LIGHTING CONTROL

1. PROVIDE LOW VOLTAGE, 2-ZONE, CLASSROOM LIGHTING CONTROL SYSTEM, ACUITYBRANDS

MANUFACTURE, N-LIGHT SERIES (OR NORTHSIDE ISD APPROVED EQUAL), WITH OCCUPANCY

SENSORS AND POWER PACKS.

2. CONTRACTOR OPTION: HARD-WIRED, LINE-VOLTAGE (277V), 2-ZONE CONTROL.

3. SEQUENCE OF OPERATION:

A. IF SPACE UNOCCUPIED (AFTER A 30 SECOND, ADJUSTABLE TIME DELAY) , ALL LIGHTS

OFF.

B. IF OCCUPANCY IS SENSED AND A WALL SWITCH (ZONE 1 OR 2) IS ACTIVATED,SELECTED

ZONE LIGHTING WILL BE ACTIVATED.

ON/OFF

CAT V CABLING

TO POWER PACKS

CLASSROOM LIGHTING

CONTROL SCHEMATIC

L L

LL

FLOOR PLAN NEW WORK KEYED NOTES:

WITH THE EXCEPTION OF INDICATED 2X4, LAY-IN LIGHT FIXTURES, RE-INSTALL ALL

CEILING FIXTURES (OCCUPANCY SENSOR, FIRE ALARM LIGHT, EMERGENCY LIGHT,

FAN) AND CONNECT FOR OPERATION, SAME AS BEFORE DEMOLITION. LIGHT

FIXTURES SHALL BE REPLACED WITH NEW AS INDICATED AND SCHEDULED.

PROVIDE NEW LOW VOLTAGE, 2-CHANNEL (2 ZONE), LIGHTING CONTROL SYSTEM.

INTERCEPT LIGHT SWITCH CONDUIT AT WALL ABOVE CEILING/SWITCH WITH A NEW

4-SQUARE J-BOX (WITH EXTENSION RING) FOR CONNECTION TO THE LIGHTING

CONTROL 'POWER PACKS'. CONNECT EXISTING 277V LIGHTING CIRCUIT (IN THE

INDICATED J-BOX) TO POWER PACK(S). PROVIDE NEW LOW-VOLTAGE CABLING

BETWEEN SWITCH, POWER PACK(S) AND CEILING OCCUPANCY SENSOR(S) FOR

2-CIRCUIT AUTO-CONTROL OF CLASSROOM LIGHTING AS FOLLOWS:

ZONE 1 = ALL LIGHT FIXTURES

ZONE 2 = 'AV' FIXTURE ONLY (KEYED NOTE 13).

EXISTING 277V LIGHTING J-BOX TO REMAIN FOR CONNECTION TO POWER PACKS.

SEE ROOM H116 (TYPICAL FOR ALL CLASSROOM LIGHTING CONTROL).

REPLACE EXISTING EMERGENCY LIGHT FIXTURE WITH NEW, AS SCHEDULED.

CONNECT TO UN-SWITCHED PORTION OF THE LIGHTING CIRCUIT SERVING

REPLACED FIXTURE.

REPLACE LIGHT IN THIS ROOM WITH NEW, AS SCHEDULED, AND CONNECT TO

EXISTING DOOR SWITCH FOR OPERATION, SAME AS BEFORE REPLACEMENT.

NIGHT LIGHT: CONNECT THIS FIXTURE TO THE UNSWITCHED PORTION OF THE

EXISTING LIGHT FIXTURE CIRCUIT FOR CONTINUOUS 24/7 OPERATION.

NEW SURFACE MOUNTED UNDERFLOOR LIGHT SWITCH. SEE UNDERFLOOR

LIGHTING PLAN AND KEYED NOTE 26.

EXTEND/CONNECT EXISTING 277V SWITCHED CORRIDOR LIGHT CIRCUIT TO THIS

LIGHT FIXTURE.

REPLACE EXISTING LIGHT SWITCHES AND PLATES. CONNECT TO NEW LIGHT

FIXTURES FOR OPERATION, SAME AS BEFORE DEMOLITION.

NOT USED.

PENDANT MOUNT FIXTURES IN THIS ROOM TO APPROXIMATELY 10FT. AFF.

COORDINATE WITH OVERHEAD DUCTWORK AND PIPING (SEE ENLARGED

MECHANICAL ROOM PLAN 3/M1.1).

PROVIDE NEW LIGHT SWITCH. CONNECT TO EXISTING CIRCUIT SERVING REMOVED

CLOSET LIGHT FIXTURE.

CONNECT THIS LIGHT FIXTURE TO OPERATE FOR ZONE 1 AND ZONE 2 LIGHT

SWITCH ACTIVATION. ALL OTHER LIGHT FIXTURES ACTIVATE ZONE 1 ONLY.

EXTEND/CONNECT TO CIRCUIT SERVING REMOVED LIGHT FIXTURES. NOTE CIRCUIT

(HCR/XX) ON RECORD DRAWINGS.

REINSTALL SPRING-LOADED TOGGLE SWITCH/FACEPLATE, REMOVED DURING

DEMOLITION.

PROVIDE NEW LOW VOLTAGE LIGHT SWITCH, SURFACE MOUNTED ON EXISTING

CMU BLOCK WALL CONSTRUCTION, ROUTE SURFACE MOUNTED RACEWAY TO

J-BOX APPROXIMATELY 18IN. ABOVE CEILING.

NOT USED.

REMOVE POLE/FIXTURE (OWNER TO ASSIST IN LOCATING SOURCE BREAKER). REF.

SHEET C2.0 FOR POLE LOCATION.

EXISTING BASE TO BE REMOVED BY OTHERS.

DIG/INTERCEPT CONDUITS FEEDING IN/OUT OF THIS POLE TO BE REMOVED.

REMOVE MAX. 300 LF OF 2#8 AND 1#10 G. IN 1IN. CONDUIT TO POLE ON CLEARVIEW

DRIVE FOR REPLACEMENT WITH NEW.

EXTEND NEW 1IN. CONDUIT MAX 50FT. TO NEW POLE LOCATION (REF. SHEET C3.0

FOR BOTH NEW AND REMOVED POLE LOCATIONS).

PULL MAX. 300 LF OF 2#8 AND 1#10 G. IN EXISTING 1IN. UNDERGROUND CONDUIT.

RE-CONNECT TO EXISTING LIGHT POLE (ON CLEARVIEW), SAME AS BEFORE

REMOVAL.

CONCRETE BASE BY OTHERS (REF. DETAIL 1/C8.0).

MOUNT POLE ATOP CONCRETE BASE (TOP OF BASE = 3FT. ABOVE FINISHED

GRADE), PER DETAIL 1/C8.0. CONNECT FOR SWITCHED OPERATION, SAME AS THE

REMOVED POLE BEFORE START OF WORK.

PROVIDE 277V RATED LIGHT SWITCH (WITH PILOT LIGHT) SURFACE MOUNTED IN

CUSTODIAL CLOSET, 48IN. AFF. CONNECT FOR ON/OFF OPERATION OF ALL

INDICATED UNDER-FLOOR LIGHT FIXTURES.

CONNECT UNDERFLOOR LIGHT SWITCH (277V POWER LEG) TO CIRCUIT SERVING

THE CUSTODIAL CLOSET.

MOUNT LIGHT FIXTURE BETWEEN CONCRETE JOISTS (JOISTS ARE 3FT. ON

CENTER), PENDANT MOUNT LIGHT FIXTURES FROM GALVANIZED THREADED RODS

AND UNISTRUT, SPANNED BETWEEN THE CENTER OF ADJACENT CONCRETE PAN

JOISTS (USE L-CLIPS, 3/8IN X 2IN. EXPANSION ANCHORS). SET TOP OF LIGHT

FIXTURE FLUSH WITH BOTTOM OF CONCRETE JOISTS (FOR MAXIMUM

FOOT-CANDLE SIDE-DISTRIBUTION).

PROVIDE ALL UNDER-FLOOR CONDUIT GREY PVC (EXCEPT ALL ELBOWS TO BE IMC),

MAX 18IN. SEAL-TITE, GALVANIZED (OR OTHER CORROSION RESISTANT) CONDUIT

SUPPORTS. FASTENED (IN A VERY STRAIGHT LINE)TO UNDERSIDE OF CONCRETE

BEAMS, 3FT. O.C. USING 2-HOLE STRAP.

ON/OFF LIGHT SWITCH (2-ZONES, LOW VOLTAGE, SINGLE-GANG, VERTICAL BOX).

EXISTING (RECESSED LIGHT SWITCH BOX FOR ALL CLASSROOMS EXCEPT H109

AND H111, WHICH SHALL BE NEW, SURFACE MOUNTED BOXES/RACEWAY.

EXISTING CONDUIT IN WALL (EXCEPT NEW SURFACE RACEWAY FOR H109 AND

H111).

NEW J-BOX (WITH EXTENSION RING) AT WALL ABOVE LIGHT SWITCH (REF. KEYED

NOTE 2 ABOVE).

EXISTING J-BOX ABOVE CEILING (A 'HUB') WITH UN-SWITCHED 277V CIRCUIT (REF.

KEYED NOTE 3 ABOVE).

CEILING DUAL-MODE OCCUPANCY SENSOR (ULTRA-SONIC + INFRARED). TWO (2)

PER CLASSROOM.

PLENUM RATED, CAT V (OR CAT VI) CABLE, SUPPORTED IN ACCORDANCE WITH

DIVISION 27 CABLE-SUPPORTING REQUIREMENTS.

SET NEW FIXTURES IN NEW 8'-6" GYPBOARD CEILING. CONNECT FOR ON/OFF

OPERATION IN PARALLEL WITH THE INDICATED/ADJACENT LIGHT FIXTURE.

GENERAL NOTES, NEW WORK LIGHTING PLAN:

1. EMERGENCY FIXTURES (E, F, G, EX : CONNECT ALL INDICATED EMERGENCY LIGHT

FIXTURES (MARK 'E', 'F', 'G' AND 'EXF') TO THE UN-SWITCHED PORTION OF THE

AREA SERVED (EXCEPT 'G', WHICH SHALL BE CONNECTED TO THE UN-SWITCHED

PORTION OF THE CORRIDOR LIGHT CIRCUIT).\

2. EMERGENCY LIGHTS: EXCEPT FOR EXISTING/RE-INSTALLED CEILING MOUNTED

EMERGENCY LIGHT LIGHT FIXTURES (TOILET ROOMS H109B, 110B, 111C, H116B,

H117B, H118B AND H119B) AND WHERE OTHERWISE NOTED (FOR MECHANICAL

ROOM EMERGENCY LIGHT) INSTALL ALL INDICATED EMERGENCY LIGHT FIXTURES

HIGH AGAINST THE UNDERSIDE OF THE LAY-IN CEILING.

3. PROVIDE NEW AND (WHERE SPECIFICALLY INDICATED) RE-INSTALL EXISTING

FIXTURES, AS INDICATED AND SCHEDULED ON THIS FLOOR PLAN.

4. NEW LIGHT SWITCHES: INDICATED NEW WALL LIGHT SWITCHES SHALL BE

INSTALLED (TOP OF SWITCH) 48IN. ABOVE FINISHED FLOOR AND PROVIDED WITH

BRUSHED STAINLESS STEEL FACEPLATES.

5. RE-USE EXISTING LIGHT CIRCUITS : UNLESS OTHERWISE NOTED, CONNECT NEW

277V LIGHT FIXTURES TO CIRCUITS SERVING REMOVED FIXTURES.

S

J

J

J

J

J

J

J

LIGHTING FIXTURE SCHEDULE (See note 4)

1/16" = 1'-0"NEW WORK UNDERFLOOR PLAN; LIGHTING

Sheet No.Job No.

Drawn By:

Date:

Proj

ect:


Revis

ion

/Da

te

8815 Shade Tree

San Antonio, TX 78254

210.844.4532

[email protected]

PLAN

NORTH

TRUE

NORTH

1/8" = 1'-0"NEW WORK PLAN; LIGHTING (INTERIOR AND EXTERIOR)

PLAN

NORTH

TRUE

NORTH

2

22/19/2021

2

2

2

2

2

2

2

Ad

den

du

m # 2

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