ESBD_462961_1763054324064_Addendum 1 - District 4 Parks.pdf

Finance Department, Procurement Division P.O. Box 839966 | San Antonio, Texas 78283-3966 | 210.207.5734

ADDENDUM I

SUBJECT: District 4 Parks, (ID No.: 23-03974), Date of Issue: October 17, 2025;

Scheduled to Close: November 18, 2025

FROM: Jaime E. Contreras, Procurement Manager

DATE: November 13, 2025

THIS NOTICE SHALL SERVE AS ADDENDUM NO. 1 –

TO THE ABOVE REFERENCED INVITATION FOR BIDS

This addendum is separated into sections for convenience; however, all Respondents, and other parties shall be responsible for reading the entire addendum. The failure to list an item or items in all affected sections of this addendum does not relieve any party affected from performing as per instructions, providing that the information is set forth one time any place in this addendum. These documents shall be attached to and become part of the Contract Documents for this project. The Respondent shall be required to acknowledge the receipt of this addendum.

1. The following revisions and/or additions to the Contract Documents, as outlined in this Addendum, shall apply to all submittals and the execution of the applicable portions of the work.

2. All interested parties and affected trades are required to thoroughly review this Addendum and incorporate its contents into their respective scopes of work.

3. This Addendum is hereby incorporated into the project requirements and Contract Documents for the referenced project. Bidders must acknowledge receipt of this Addendum in CivCast when downloading. Acknowledgment is a mandatory requirement for bid submission in CivCast.

4. This Addendum includes the following items and any associated attachments as listed below.

THE ABOVE-MENTIONED INVITATION FOR BIDS IS HEREBY AMENDED AS FOLLOWS:

ADMINISTRATIVE CHANGES TO BID DOCUMENTS:

1. The bid opening date has been extended:

a. From: Tuesday, November 18, 2025

b. To: Friday, November 21, 2025

2. 024 Pricing Form has been updated.

a. Added item No. 23 - shade structures (2)

b. Removed item No. 26 – Grass, Solid Sod (Buffalo Grass, Min. 1’ Along Edges)

c. Removed item No. 27 -Grass, Hydroseed (Native Grass Mix)

QUESTIONS SUBMITTED IN ACCORDANCE WITH THE

040 STANDARD INSTRUCTIONS TO BIDDER/RESPONDENT PRE-BID MEETING:

On Wednesday, October 29, 2025, the City of San Antonio hosted a Pre-Bid Meeting to provide information and clarification for the above referenced project. Below is a list of questions that were asked at the pre-bid meeting. The City’s official response to questions asked is as follows:

Question 1: What is the height of the shade structure at basketball court and the playground?

Response: 16’ entry height.

Question 2: Are the four-basketball shade structures the general contractor’s responsibility?

Response: The four Basketball shade structures are under the scope of City. Only two shade structures in Spicewood Park playground & Medina Base Park (Dog park) is under the scope of the contractor.

General contractor responsible for coordinating the installation of the shade structures.

Question 3: Can I submit a possible substitute?

Response: Yes, substitute request was submitted by Tensoshade and Playwell Group. The substitution request was reviewed and approved with conditions by the City of San Antonio’s consultant team. Please see the Revisions Submitted to Specifications Section below for more details.

Question 4: Is there a substitution in the structure, would the pier depth change?

Response: Pier depth will be determined by the manufacturer.

QUESTIONS SUBMITTED IN ACCORDANCE WITH THE

040 STANDARD INSTRUCTIONS TO BIDDER/RESPONDENT:

QUESTIONS SUBMITTED ON CIVCAST

Question 1: Unit Pricing Form items 20 21 are the same as items 26 27. Please clarify what is to be included for each of these items.

Response: It is the same. Ignore the Item 26-27 as it is the same as 20-21 (includes all four parks).

Mobilization, Insurance & bonds added to base bid unit price form.

Question 2: What is included in Unit Price Form item 6 Demolition?

Response: This GT L1.0, MED L1.0 (demo of Skate Park is alternate-1), PA L1.0 , SW L1.0 are the ones that need to be included.

Question 3: Reference note 4 on plan sheet GT-L3.0 estimates quantity at 1,500 sf. My takeoff is half that quantity. Please confirm engineer’s estimate.

Response: Quantity corrected. See revised plan GT-L3.0.

Question 4: The hardscape schedule code numbers on plan sheet MED-L3.2 do not coincide with what the item is on drawing. Please clarify.

Response: Codes adjusted. See revised plans.

Question 5: Please confirm that ALL shade structures will be direct purchase through the city and not included in the scope, only the coordination with Capiral Shade for installation.

Response: Not all Shade structures are direst purchase by City. There are 2 shade structures that are under the scope of the contractor - Spicewood Park playground & Medina Base Park (Dog park)

REVISIONS TO CONSULTANT’S DOCUMENTS (SPECIFICATIONS, PLANS, ETC.)

Consultant’s revisions listed below will be issued as an attachment to this addendum.

REVISIONS SUBMITTED TO PLANS

1. Revise Plan Sheet GT-L3.0

2. Revise Plan Sheet MED-L3.2

3. Revise Plan Sheet SW-L1.0

4. Revise Plan Sheet SW-L2.0

5. Revise Plan Sheet SW-L3.0

6. Revise Plan Sheet SW-L3.3

7. Revise Plan Sheet SW-L4.0

REVISIONS SUBMITTED TO SPECIFICATIONS

1. Substitution request: Tenesco Shade Structure is approved with conditions. The structural steel, powder costing, etc. shall meet or exceed specification 13 31 23.

2. Substitution request: PlayWell Group Shade Structure is approved.

3. Reminder: Contractor is required to obtain a Stormwater Pollution Prevention Plan (SWPPP) for this project.

SIGNED AND SEALED BY CONSULTANT (Engineer/Architect of Record). By signing and sealing this addendum, the Engineer/Architect of Record acknowledges that the sign/seal is only for changes/clarifications to the items associated with the Engineer’s/Architect’s work referenced in this addendum.

11-06-2025

Jaime E. Contreras Procurement Manager Procurement Division, Finance Department

END OF ADDENDUM 1

'-0

90'-0"

'-0

EQ.

EQ.

145'-0"

CODE DESCRIPTION QTY DETAIL

10' DEEP CONCRETE FOOTER;

MANUFACTURER: CAPITAL SHADE; PURCHASE

AND INSTALLATION BY OWNER - CONTRACTOR

TO COORDINATE INSTALLATION.

13' DEEP CONCRETE FOOTER;

MANUFACTURER: CAPITAL SHADE; PURCHASE

AND INSTALLATION BY OWNER - CONTRACTOR

TO COORDINATE INSTALLATION.

SHADE CANOPY; MANUFACTURER: CAPITAL

SHADE; PURCHASE AND INSTALLATION BY

OWNER - CONTRACTOR TO COORDINATE

DELIVERY, STORAGE, AND INSTALLATION.

ADD ALT. 1: 5' CONCRETE PATH;

COLOR: STANDARD GRAY;

FINISH: MEDIUM BROOM.

727 SF 2/GT-L3.1

REFERENCE NOTES SCHEDULE

1/GT-L3.1

1/GT-L3.1

1 BY OWNER

1. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.

2. ALL IMPROVEMENTS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND

APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION OR

INSTALLATION. NOTIFICATION SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT ONE

WEEK PRIOR TO REVIEW.

3. CONTRACTOR SHALL VERIFY ALL UTILITIES SHOWN ON THE PLANS AS WELL HAVE THE

SITE UTILITIES LOCATED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION

ACTIVITIES. IN THE EVENT THAT THE CONTRACTOR DISCOVERS AN UNDERGROUND

UTILITY THAT IS NOT REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS OR AS

MARKED ON THE SITE, HE SHALL IMMEDIATELY CONTACT THE OWNERS REPRESENTATIVE

TO DETERMINE NEXT STEPS PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN THE AREA

OF THE NEWLY DISCOVERED UNDERGROUND UTILITY.

4. THE CONTRACTOR SHALL EXAMINE THE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS AND DETAILS.

5. ALL DIMENSIONS ARE TO BACK OF CURB AND FACE OF BUILDING UNLESS OTHERWISE

NOTED.

6. HANDICAP RAMPS TO BE LOCATED AND INSTALLED AS SHOWN IN DRAWINGS.

CONTRACTOR SHALL ENSURE THAT ALL TAS/ADA GUIDELINES ARE FOLLOWED.

7. REINFORCEMENT SHALL BE PROVIDED IN THE CONCRETE IMPROVEMENTS AS SHOWN

WITHIN THE CONSTRUCTION DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED

CONTINUOUS THROUGH CONTROL JOINTS, AND PER DETAIL DRAWINGS FOR THE

EXPANSION JOINTS.

8. EXPANSION JOINT AND CONTROL JOINT SPACING SHALL BE LOCATED AS SHOWN ON

PLANS AND DETAILS.

9. CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT WHERE PROPOSED CONCRETE

MEETS EXISTING WALKS OR CURBS.

10. GRADING IMPROVEMENTS HAVE BEEN DESIGNED WITH THE INTENT OF THE FOLLOWING

GUIDELINES:

· ALL WALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN THE DIRECTION OF

THE DOWNHILL SIDE.

· THE RUNNING SLOPE OF THE WALKS SHALL BE NO GREATER THAN 5%.

· ALL GRADES SHALL BE FINISHED TO A SMOOTH, FLOWING CONTOUR, MAINTAINING

FLOW PATTERNS THAT ALLOW THE WATER TO FLOW FROM PLANTED AREAS,

ACROSS PAVED AREAS TO DRAINAGE COLLECTION POINTS AS DEPICTED IN THE

CONSTRUCTION DOCUMENTS.

11. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION

ACTIVITIES FOR THE PROJECT. ACCUMULATION OF STANDING WATER WILL NOT BE

PERMITTED.

12. THE CONTRACTOR IS TO LOCATE, DOCUMENT, AND PROTECT ALL CONTROL BENCH

MARKS THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES.

13. ALL QUANTITIES PROVIDED ARE TO BE VERIFIED AND ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

14. IF DISCREPANCIES WITH PLAN AND MATERIAL/FURNISHING SCHEDULE SHOULD OCCUR,

THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH LANDSCAPE ARCHITECT, PRIOR TO

START OF CONSTRUCTION.

LAYOUT & DIMENSION GENERAL NOTES

POINT DESCRIPTION NORTHING EASTING

1 SIDEWALK N 13681284.9217 E 2093582.3672

2 SIDEWALK N 13681273.9102 E 2093656.3059

3 SIDEWALK N 13681263.0392 E 2093729.3013

4 SHADE

STRUCTURE POLE

N 13681060.4679 E 2093787.1941

5 SHADE

STRUCTURE POLE

N 13681101.3980 E 2093831.0658

6 SHADE

STRUCTURE POLE

N 13681035.5904 E 2093892.4609

7 SHADE

STRUCTURE POLE

N 13680994.6603 E 2093848.5892

8 SIDEWALK N 13681201.7525 E 2094087.7793

9 SIDEWALK N 13681191.0890 E 2094159.4927

10 SIDEWALK N 13681180.4254 E 2094231.2062

NORTHING/EASTING POINT SCHEDULE

GT-L3.0

1 LAYOUT PLAN

1" = 30'-0"

DESIGN DRAWN DATE

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PERTY LIN

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PRO

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M

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LIM

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OF W

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LIMIT OF WORK

LIMIT OF WORK

LIMIT OF WORK

EXISTING

BASKETBALL

COURT

NOTE: PLACE EDGE OF

SIDEWALK TO

ADJACENT GATE POST

EXISTING OVERHEAD UTILITIES

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EXISTING OVERHEAD UTILITIES

REF. SHEET GT-U1.0 FOR

ELECTRICAL CONNECTION.

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D U M

H R M

MED-L3.5

MED-L3.5

MED-L3.5

MED-L3.5

MED-L3.5

MED-L3.5

MED-L3.5

MED-L3.5

MED-L3

.5

MED-L3.5

MED-L3.5

2MED-L3

.5

CODE DESCRIPTION DETAIL

10" RAISED CONCRETE SLAB, ADD ALT. 1 1/MED-L3.5

STEEL LEDGE, ADD ALT. 1 2/MED-L3.5

CONCRETE STEPS, ADD ALT. 1 3/MED-L3.5

CONCRETE RAMP, ADD ALT. 1 4/MED-L3.5

A FRAME CONCRETE TRIANGLE, ADD ALT. 1 6/MED-L3.5

LUEDER LIMESTONE BLOCK BENCH, ADD ALT. 1 7/MED-L3.5

RAISED RAIL FEATURE, ADD ALT.1

HARDSCAPE SCHEDULE - SKATE PARK

QUANTITY

1 PER MANUF.

POINT DESCRIPTION NORTHING EASTING

14 RAISED CONC.

SLAB

N 13681929.1577 E 2086172.1143

15 GRIND RAIL N 13681934.8897 E 2086166.1861

16 GRIND RAIL N 13681941.8179 E 2086170.1861

17 LIMESTONE BENCH N 13681959.0541 E 2086205.2694

18 LIMESTONE BENCH N 13681956.4642 E 2086216.4433

19 NORTH SKATE

FEATURE

N 13681950.1235 E 2086224.6846

20 NORTH SKATE

FEATURE

N 13681939.4559 E 2086221.0584

21 CENTRAL SKATE

FEATURE

N 13681919.7372 E 2086186.9045

22 A FRAME SKATE

FEATURE

N 13681902.3186 E 2086202.7346

23 SOUTH WEST

SKATE FEATURE

N 13681914.1644 E 2086162.1933

24 SOUTH EAST

SKATE FEATURE

N 13681891.2871 E 2086203.3301

25 LIMESTONE BENCH N 13681870.6135 E 2086195.6291

26 LIMESTONE BENCH N 13681897.6391 E 2086242.4871

NORTHING/EASTING POINT SCHEDULE

MED-L3.2

1 SKATE PARK ENLARGEMENT (ADD ALT. NO.1)

1" = 10'-0"

DESIGN DRAWN DATE

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HP

HP HP

HP

= HIGH POINT OF DESIGN (18")

0°

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105°TYP.

'-6

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22'-6"

9'-6"

6'-0"

TYP

29'-7"

6'-7"

TYP

6' -0

" T

YP

3' -0

8'-0" TY

P.

4'-0"

TYP

. 8'-0" TY

P.

8'-6"

7'-0"

1'-2"

17'-0"

9'-7"TYP.

14'-8"

3' -0

6'

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TY

P.

5'-9"

'-6

TY

P.

20'-0"

20'-0"

TYP.

6'-0"

6'-0" TY

P.

3'-0"

TYP.

8' -5

" T

YP

8' -0

4'-0" TYP.

STEEL

COPING

TYP.

4'-0" TYP.

1' -6

TY

P.

4'-0" TYP.

90°

120°

TYP.

4'-0"

TYP.

'-6

TY

P.

4' -0

" T

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1'-6"TYP.

90°

TYP.

75°

TYP.

90°

90°TYP.

90°TYP.

90°TYP.

3'-0"

8'-0"

TYP

6'-0"

TYP.

TY

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TY

P.

4'-8"

1'-6"

90°

90°

9'-3"

TYP.

TY

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10'-10"

TYP.

8'-0"TYP.

C L

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TYP.

90°TYP.

6'- 3"

TY

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TYP

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30153

UELBX

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STRUCTURE POLE

1. CONTRACTOR IS TO REVIEW ALL GENERAL NOTES PRIOR TO BEGINNING WORK

2. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO TREES THAT ARE TO BE RELOCATED.

CONTRACTOR TO INSTALL NEW TREE OF EQUIVALENT SIZE IF DAMAGED DURING RELOCATION.

3. CONTRACTOR RESPONSIBLE FOR COORDINATING CONSTRUCTION DELIVERY & SERVICE

ACCESS. CONTRACTOR RESPONSIBLE FOR ANY DAMAGE INCURRED TO FACILITIES & RETURN

TO PRE-CONSTRUCTION CONDITIONS.

4. SAWCUT AND REMOVE ALL EXISTING SIDEWALKS AND PAVEMENT AS SHOWN ON THE PLANS.

COORDINATE TEMPORARY UTILITY SHUT DOWN IN ADVANCEMENT OWNER'S REPRESENTATIVE.

5. CONSULT THE DIMENSIONAL CONTROL PLAN. VERIFY THE PORTION OF EXISTING CONCRETE

CURBS AND PAVEMENT WHICH ARE TO REMAIN.

6. COORDINATE WITH LOCAL POWER, TELEPHONE, CABLE, AND GAS COMPANIES PRIOR TO THE

REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES.

7. ALL UTILITIES SHOULD BE CUT AND PLUGGED IN ACCORDANCE WITH THEIR RESPECTIVE

UTILITY COMPANY REQUIREMENTS PRIOR TO DEMOLITION.

8. CONTRACTOR TO PLUG ALL EXISTING EXPOSED ENDS OF ABANDONED UTILITIES, IF ANY.

9. CONTRACTOR TO DETERMINE SOURCE OF ALL EXPOSED UTILITIES AND, IF REQUIRED,

RECONNECT TO PROPOSED UTILITIES.

10. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND LEGAL DISPOSAL OF ALL THE

UNSUITABLE MATERIALS FROM THE PROJECT SITE. CONTRACTOR SHALL CONTACT ALL LOCAL

AUTHORITIES TO DETERMINE DISPOSAL REQUIREMENTS.

11. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING EROSION CONTROL

MEASURES ON THE SITE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS

UNTIL THE SITE HAS BEEN STABILIZED.

12. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO ALLOW FOR

POSITIVE DRAINAGE. GRADING SLOPES ARE NOT TO EXCEED 3:1.

13. AREAS EXCAVATED FOR FOUNDATION OR UNDERGROUND STRUCTURE REMOVAL SHALL BE

BACK-FILLED AND COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY.

14. CONTRACTOR IS RESPONSIBLE FOR SECURITY OF THE SITE DURING DEMOLITION ACTIVITIES

AND UNTIL SUBSTANTIAL COMPLETION.

15. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE BEEN

DETERMINED FROM DATA RECORDED BY OTHERS. IT WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO PROTECT ALL UTILITY MAINS, MANHOLES, CLEANOUTS, VALVE BOXES, AND

FIRE HYDRANTS, ETC. IN THE AREA OF DEMOLITION.

DEMOLITION GENERAL NOTES

SW-L1.0

1 DEMOLITION AND EROSION CONTROL PLAN

1" = 30'-0"

DESIGN DRAWN DATE

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HIGHCREST DR.

LIMIT OF WORK

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12" EROSION

CONTROL LOGROLL

EXISTING

SIDEWALK

TO BE PROTECTED

EXISTING CONCRETE

TO REMAIN AND BE

PROTECTED

PROPERTY LINE

12" EROSION

CONTROL LOGROLL

SAW CUT AND DISPOSE

OF 16 SF CONCRETE

SIDEWALK; 4' SQ. MIN.

REMOVE AND DISPOSE

OF KILL SWITCH.

PRUNE EXISTING TREE TO

BRANCHES BACK 10' FROM

COURT EDGE. REVIEW WITH CITY

ARBORIST PRIOR TO PRUNING.

REMOVE AND

DISPOSE OF EXISTING

CONCRETE BENCH

EXISTING TRASH

RECEPTACLES TO BE

PROTECTED

DISCONNECT ELECTRICAL AND

REMOVE AND DISPOSE OF LIGHT

POLE FIXTURE AND FOUNDATION;

EXISTING ELECTRICAL TO BE USED

FOR NEW SHELTER LIGHTING. SEE

ELECTRICAL PLANS.

NOTE:

AREA OF SOIL DISTURBANCE: 4,589 SF

CONTRACTOR TO USE EXISTING TRAIL FOR ACCESS

TO SITE. REPAIR DAMAGED CONCRETE ON EXISTING

TRAIL AT END OF PROJECT. AVOID DAMAGE TO

EXISTING TREES AND RESEED DAMAGED TURF AREA.

TRAIL TO REMAIN OPEN TO PUBLIC.

STAGING

AREA

LIMIT OF WORK

LIMIT OF WORK

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TREE PRESERVATION LEGEND

PROTECTED TREE TO REMAIN

TREE TO BE REMOVED

TREE PROTECTION FENCE

SAN ANTONIO MANDATORY

CRITERIA SECTION 35-523

DESIGN DRAWN DATE

SHEET NO.

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SW-L2.1

1 TREE DATA AND DETAILS

1" = 30'-0"

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LIMIT OF WORK

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STAGING

AREA

STAGING

AREA

TREE PROTECTION

FENCING, TYP.

TREE

PROTECTION

FENCING,

TYP.

PRUNE EXISTING TREE TO

BRANCHES BACK 10' FROM

COURT EDGE. REVIEW WITH CITY

ARBORIST PRIOR TO PRUNING.

TREE PROTECTION

FENCING, TYP.

LIMIT OF WORK

LIMIT OF WORK

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CODE DESCRIPTION QTY DETAIL

10' DEEP CONCRETE FOOTER;

MANUFACTURER: CAPITAL SHADE; PURCHASE

AND INSTALLATION BY OWNER - CONTRACTOR

TO COORDINATE INSTALLATION

13' DEEP CONCRETE FOOTER;

MANUFACTURER: CAPITAL SHADE; PURCHASE

AND INSTALLATION BY OWNER - CONTRACTOR

TO COORDINATE INSTALLATION.

SHADE CANOPY; MANUFACTURER: CAPITAL

SHADE; PURCHASE AND INSTALLATION BY

OWNER - CONTRACTOR TO COORDINATE

DELIVERY, STORAGE, AND INSTALLATION.

SHADE CANOPY; MANUFACTURER: CAPITAL

SHADE; PURCHASE AND INSTALLATION BY

OWNER - CONTRACTOR TO COORDINATE

DELIVERY, STORAGE, AND INSTALLATION.

6' PARK BENCH;

ZAMARANO OR APPROVED EQUAL.

5" THK. STANDARD PEDESTRIAN CONCRETE;

COLOR: NATURAL GRAY;

FINISH: MEDIUM BROOM.

REFERENCE NOTES SCHEDULE

4/SW-L3.1

4/SW-L3.1

BY OWNER

BY OWNER

1/SW-L3.1

5/SW-L3.19 SF

1. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.

2. ALL IMPROVEMENTS SHALL BE STAKED IN THE FIELD BY THE CONTRACTOR AND

APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION OR

INSTALLATION. NOTIFICATION SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT ONE

WEEK PRIOR TO REVIEW.

3. CONTRACTOR SHALL VERIFY ALL UTILITIES SHOWN ON THE PLANS AS WELL HAVE THE

SITE UTILITIES LOCATED ON THE GROUND PRIOR TO THE START OF CONSTRUCTION

ACTIVITIES. IN THE EVENT THAT THE CONTRACTOR DISCOVERS AN UNDERGROUND

UTILITY THAT IS NOT REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS OR AS

MARKED ON THE SITE, HE SHALL IMMEDIATELY CONTACT THE OWNERS REPRESENTATIVE

TO DETERMINE NEXT STEPS PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN THE AREA

OF THE NEWLY DISCOVERED UNDERGROUND UTILITY.

4. THE CONTRACTOR SHALL EXAMINE THE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS AND DETAILS.

5. ALL DIMENSIONS ARE TO BACK OF CURB AND FACE OF BUILDING UNLESS OTHERWISE

NOTED.

6. HANDICAP RAMPS TO BE LOCATED AND INSTALLED AS SHOWN IN DRAWINGS.

CONTRACTOR SHALL ENSURE THAT ALL TAS/ADA GUIDELINES ARE FOLLOWED.

7. REINFORCEMENT SHALL BE PROVIDED IN THE CONCRETE IMPROVEMENTS AS SHOWN

WITHIN THE CONSTRUCTION DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED

CONTINUOUS THROUGH CONTROL JOINTS, AND PER DETAIL DRAWINGS FOR THE

EXPANSION JOINTS.

8. EXPANSION JOINT AND CONTROL JOINT SPACING SHALL BE LOCATED AS SHOWN ON

PLANS AND DETAILS.

9. CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT WHERE PROPOSED CONCRETE

MEETS EXISTING WALKS OR CURBS.

10. GRADING IMPROVEMENTS HAVE BEEN DESIGNED WITH THE INTENT OF THE FOLLOWING

GUIDELINES:

· ALL WALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN THE DIRECTION OF

THE DOWNHILL SIDE.

· THE RUNNING SLOPE OF THE WALKS SHALL BE NO GREATER THAN 5%.

· ALL GRADES SHALL BE FINISHED TO A SMOOTH, FLOWING CONTOUR, MAINTAINING

FLOW PATTERNS THAT ALLOW THE WATER TO FLOW FROM PLANTED AREAS,

ACROSS PAVED AREAS TO DRAINAGE COLLECTION POINTS AS DEPICTED IN THE

CONSTRUCTION DOCUMENTS.

11. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION

ACTIVITIES FOR THE PROJECT. ACCUMULATION OF STANDING WATER WILL NOT BE

PERMITTED.

12. THE CONTRACTOR IS TO LOCATE, DOCUMENT, AND PROTECT ALL CONTROL BENCH

MARKS THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES.

13. ALL QUANTITIES PROVIDED ARE TO BE VERIFIED AND ARE THE RESPONSIBILITY OF THE

CONTRACTOR.

14. IF DISCREPANCIES WITH PLAN AND MATERIAL/FURNISHING SCHEDULE SHOULD OCCUR,

THE CONTRACTOR IS RESPONSIBLE TO VERIFY WITH LANDSCAPE ARCHITECT, PRIOR TO

START OF CONSTRUCTION.

LAYOUT & DIMENSION GENERAL NOTES

POINT DESCRIPTION NORTHING EASTING

1 SHADE

STRUCTURE POLE

N 13659695.9473 E 2108062.9237

2 SHADE

STRUCTURE POLE

N 13659702.1464 E 2108102.4404

3 SHADE

STRUCTURE POLE

N 13659636.6722 E 2108072.2224

4 SHADE

STRUCTURE POLE

N 13659642.8914 E 2108111.7322

5 SHADE

STRUCTURE POLE

N 13659517.2770 E 2108144.0081

6 SHADE

STRUCTURE POLE

N 13659495.5948 E 2108195.6402

7 SHADE

STRUCTURE POLE

N 13659434.2968 E 2108109.1616

8 SHADE

STRUCTURE POLE

N 13659412.6346 E 2108160.8022

NORTHING/EASTING POINT SCHEDULE

X

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FIBER OPTIC

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X

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40.00'

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EQ

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1 LAYOUT PLAN

1" = 30'-0"

DESIGN DRAWN DATE

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ELECTRICAL CONNECTION.

LIMIT OF WORK

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DESIGN DRAWN DATE

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40'X60' SHADE STRUCTURE

NTS

NOTE: DETAIL FOR REFERENCE

ONLY

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SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY

GROUND COVERS

CD

Cynodon dactylon Bermudagrass Sod 9,400 sf

PLANT SCHEDULE

1. ALL PLANTS SHALL BE SET OUT FOR APPROVAL BY THE OWNER'S

REPRESENTATIVE PRIOR TO INSTALLATION.

2. FINE GRADING SHALL BE PERFORMED IN ALL AREAS TO BE LANDSCAPED. FINE

GRADING SHALL INCLUDE THE REMOVAL OF DEBRIS, ROCKS, ETC. FROM THE

SITE AND INSURE POSITIVE DRAINAGE IN ALL AREAS.

3. THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND EASEMENTS IN THE FIELD

PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR IS RESPONSIBLE FOR

ANY DAMAGE TO UTILITIES DURING THE COURSE OF CONSTRUCTION.

4. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS.

5. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR ADDITIONAL

INFORMATION AND REQUIREMENTS ASSOCIATED WITH THE LANDSCAPE AND

ACCESSORIES.

6. ALL PLANT MATERIALS SHALL MEET ANSI Z60.1 STANDARDS FOR CALIPER,

HEIGHT AND ROOT BALL SIZE. ANY MATERIALS THAT DO NOT MEET OR EXCEED

SUCH STANDARDS SHALL BE REJECTED AND REPLACED AT THE CONTRACTOR'S

EXPENSE.

7. QUANTITIES ARE SHOWN FOR CONVENIENCE ONLY. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING ALL QUANTITIES

PLANTING GENERAL NOTES

1. THE PLANTING PLAN IDENTIFIES AREAS THAT ARE TO RECEIVE VEGETATION

AND TEMPORARY WATERING FOR ESTABLISHMENT.

2. CONTRACTOR MUST MAKE ALL ARRANGEMENTS & PAYMENT FOR

TEMPORARY WATER, MEETING ALL REQUIREMENTS OF LOCAL

JURISDICTION.

3. CONTRACTOR IS RESPONSIBLE FOR METHODS, COST, FREQUENCY,

QUANTITY, AND ALL MAINTENANCE UNTIL LANDSCAPE HAS BEEN

ESTABLISHED & ACCEPTED BY THE OWNER'S REPRESENTATIVE & MEETS THE

REQUIREMENTS OF THE SPECIFICATIONS.

4. THE CONTRACTOR SHALL UTILIZE TEMPORARY IRRIGATION BY ANY METHOD

APPROVED BY THE OWNER'S REPRESENTATIVE ON THE CONDITION THAT

PLANTING ESTABLISHMENT AND ACCEPTANCE IS THE SOLE RESPONSIBILITY

OF THE CONTRACTOR.

5. TEMPORARY IRRIGATION SHALL NOT SPRAY ONTO SIDEWALK IN PUBLIC

ROW.

TEMPORARY IRRIGATION NOTES

40.00'

.0

56.00'

EQ

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SW-L4.0

1 PLANTING PLAN

1" = 30'-0"

DESIGN DRAWN DATE

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EXISTING

PLAYGROUND

EXISTING

PLAYGROUND

EXISTING

BASKETBALL

COURT

CONTRACTOR TO SOD TO

LIMIT OF DISTURBANCE,

INSTALL TEMP. IRRIGATION

UNTIL ESTABLISHMENT.

SEE NOTES FOR

ADDITIONAL DETAILS

SOIL PROFILE FOR SOD

1 1/2" = 1'-0"

TURF, REF. PLANTING PLANS

FOR TYPE

EXISTING SOIL TOPSOIL PREP:

1. ADD 1" COMPOST ON THE SURFACE, THEN TILL TO 6" DEPTH

2. INSTALL SOD AS SHOWN, REF. PLANTING PLANS FOR TYPE

CONTRACTOR TO SOD TO

LIMIT OF DISTURBANCE,

INSTALL TEMP. IRRIGATION

UNTIL ESTABLISHMENT.

SEE NOTES FOR

ADDITIONAL DETAILS

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PROJECT NAME: District 4 Parks

PROJECT NO.23-03974

CITY OF SAN ANTONIO

024 UNIT PRICING FORM

SECTION ITEM NO. DESC.

CODE BID ITEM DESCRIPTION UNIT OF

MEASURE QUANTITY UNIT BID PRICE

The City only will accept bid pricing to the hundredths. Any pricing extended out to three decimal points will be truncated to two decimal points in the City's favor.

Base Bid 1 98814 Erosion Control And SWPPP L.F. 1

Base Bid 2 33013 Tree Protection Fencing L.F. 1

Base Bid 3 33013 Security Fencing L.F. 1

Base Bid 4 33013 Dog Park Fencing & Gate L.F. 1

Base Bid 5 80160 Signs EA. 1

Base Bid 6 91240 Demolition S.Y. 1

Base Bid 7 91223 Excavation, Grading, S.Y. 1

Base Bid 8 96239 Haul Off C.Y. 1

Base Bid 9 98852 Tree pruning & Disposal EA. 1

Base Bid 10 65006 Bench EA. 1

Base Bid 11 65006 Mutt Mitt EA. 1

Base Bid 12 91223 Clean and Level Fill Existing Basketball Court S.F. 1

Base Bid 13 91430 Concrete S.F. 1

Base Bid 14 91438 Electrical Service EA. 1

Base Bid 15 91438 Electrical,Lighting for Shade Structures EA. 1

Base Bid 16 91438 Electrical,Wiring for Shade Structures EA. 1

Base Bid 17 15585 Plexipave Court Surfacing L.F. 1

Base Bid 18 91468 Drinking Fountain EA. 1

Base Bid 19 15585 Basketball Goal EA. 1

Base Bid 20 98852 Grass, Solid Sod (Buffalo Grass, Min. 1' Along Edges) S.Y. 1

Base Bid 21 98852 Grass, Hydroseed (Native Grass Mix) S.F. 1

Base Bid 22 15585 Shade Structures (1) EA. 1

Base Bid 23 15585 Shade Structures (2) EA. 1

Base Bid 24 91468 Plumbing EA. 1

Base Bid 25 91224 Fine Grading L.F. 1

Modification/Altering this Form is Prohibitied

BASE BID UNIT PRICE ITEMS

SECTION NAME

V2024

CITY OF SAN ANTONIO

024 UNIT PRICING FORM

Base Bid 26 98852 Maintenance and Watering of grass until establishment S.F. 1

CITY OF SAN ANTONIO

024 UNIT PRICING FORM

Add Alt. 1 1 91430 Concrete ramps S.F. 1

Add Alt. 1 2 57076 Rebar S.F. 1

Add Alt. 1 3 57068 rails L.F. 1

Add Alt. 1 4 91240 Sawcut and Remove Concrete Slab and Subbase EA. 1

Add Alt. 1 5 65006 Leuder Stone Bench EA. 1

Add Alt. 12 1 33013 Dog Park Fence LF 1

_________________________________________ hereby certifies that the unit prices shown on this form are soley for change order additions/deletions.

These unit prices are 'complete and in place', and include but are not limited to: necessary superintendence, labor, machinery, equipment, tools, materials, mobilization, insurance, overhead and other miscellaneous items and costs.

It is further understood that these unit prices may be used by the City of San Antonio for additions or deletions from the scope with mutual agreement by parties.

Signed: __________________________________________________________________________ Date: ___________________________

Title: __________________________________________________________________________

This Price Schedule may be used for future change orders and is not part of the lump-sum bid.

ADDITIVE ALTERNATES

ADDITIVE ALTERNATES