GBOM Roswell Market Place Walk identified as Cultural Plaza - Addendum 1.pdf
PDF 8 MB Posted
- Solicitation number
- ITB-25-02
- Issued by
- Catron County, Rowe CDP, New Mexico
About this file
This document is Addendum #1 for the GBOM: Roswell Market Place Walk (Cultural Plaza) project, issued by Pland Collaborative for Chaves County, New Mexico. The addendum modifies the original bidding documents, changing the bid due date to October 29, 2024, and updating various drawing sheets including LS101, LS201, LS502, LS507, LS510, and LP101. The project involves constructing a cultural plaza in Roswell, encompassing demolition, earthwork, electrical work, lighting, restroom building, plumbing, shade structures, masonry walls, ornamental fencing and gates, a water tower monument, concrete paving, retaining walls, steps, ramps with handrails, pavers, irrigation, and landscaping.
A non-mandatory pre-bid meeting is scheduled for September 25, 2024, at 10:30 am in the County Manager Suite Conference Room. The project is funded partially by NM State Appropriation, with sealed bids to be received at #1 St. Mary's Place, Roswell, NM 88203 by 2:00 pm on the bid due date. The landscape architect for the project is Jeff Stuart from Pland Collaborative, located in Lubbock, TX. Bidders are advised to carefully review all changes and acknowledge receipt of the addendum, as failure to do so may result in bid rejection. The advertisement will be published in Chaves County, Las Cruces, and Albuquerque newspapers, as well as on the New Mexico Purchasing Group website.
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Pland Co l l aborat ive , 5 15 Broadway , Lubbock , TX 79401
PHONE 505.268.2266 p landco l l ab .com
ADDENDUM #1 TRANSMITTAL
To: Ana Nieto From: Jeff Stuart
Chaves County
Date: 09/20/2024
Re: GBOM: Market Place Walk identified as
Cultural Plaza
CC: Alex
Palomino
Urgent For Review Please Comment Please Reply As Requested
Various sheets are amended herein. These items replace original items previously issued or are to be added to the Bidding and Construction Documents as indicated. Bidders are required to acknowledge receipt of this addendum. Failure to acknowledge all addenda may cause the bid to be considered not responsive to the invitation, which would require rejection of the Bid. The Contract Documents for solicitation of Bids for the construction of the project are hereby changed as follows:
Drawing Sheets: Project Manual:
LS101: Plan changes Page 3: Bid Due Date (changed to 10/29/2024)
LS201: Plan changes Page 5: Bid Due Date (changed to 10/29/2024)
LS502: Details A3, B1, D1
LS507: Detail A2
LS510: Gable Shelter Cut Sheets
LP101: Plan changes
Thank you, Jeff Stuart
Pland Collaborative
Advertisement for Bids AB-1 09-15-24
Advertisement For Bids
GBOM: Roswell Market Place Walk identified as ‘Cultural Plaza’
Description of Work:
Construction of a plaza in Roswell including but not limited to: demolition, earthwork, electrical, lighting, restroom building and plumbing, shade structures, masonry walls, ornamental fencing and gates, water tower monument feature, concrete paving, concrete retaining walls, concrete steps and ramps with handrails, pavers, irrigation, and landscape materials.
There will be a non-mandatory pre-bid meeting at 10:30am, Wednesday, September 25th, 2024 in the County Manager Suite Conference Room located at #1 St. Mary’s Place, Roswell, NM. The pre-bid meeting is voluntary; however, proposers are encouraged to attend.
Sealed bids will be received by the office of the Purchasing Director, #1 St. Mary’s Place, Roswell, NM 88203 for the project described herein no later than 2:00pm local time on October 29th, 2024 at which time the public opening and reading of bids received will begin in the County Manager Suite Conference Room located at #1 St. Mary’s Place, Roswell, NM 88203. Delivery of bids is the sole responsibility of the Bidder.
For Instructions to Bidders, bidding forms, and other contract documents, including plans, etc. to be used in connection with the submission of bids (“bidding documents”), the prospective Bidders are invited to contact the Purchasing Director by email at ana.nieto@chavescounty.gov and/or access them from bidnet.
The Bidder's attention is specifically directed to the Instructions to Bidders and Special Provisions contained in the Contract Documents.
This project is funded in whole or partially by NM State Appropriation.
Name and Address of Landscape Architect:
Jeff Stuart Pland Collaborative 515 Broadway Lubbock, TX 79401 Office Phone: 505-268-2266 ext # 115
Advertised via newspaper ad in Chaves County, Las Cruces, and Albuquerque and on the New Mexico Purchasing Group website
Schedule for Bidders SB-1 09-15-24
Schedule for Bidders
TENTATIVE BID SCHEDULE:
Action: Responsibility: Date:
1. Issue Bid Purchasing Director, CPO 09/15/2024
2. Non-Mandatory Pre-Bid Meeting @ 10:30AM Bidders/Chaves County/Architect 09/25/2024
3. Deadline to Submit Written Questions Bidders 10/09/2024
4. Response to Questions via Addendum Purchasing Director, CPO 10/11/2024
5. Submission of Bid: Tuesday @ 2:00 PM Bidders 10/29/2024
6. Recommendation to Board of Commissioners Purchasing Director, CPO 11/14/2024
7. Notice of Award Purchasing Director, CPO 11/15/2024
8. Protest Period Effect Date: 11/15/2024 12/02/2024
9. Contract Negotiations/Execution Legal 12/02/2024
EXPLANATION OF BID SCHEDULE:
1. Issue Bid – Bid will be advertised via newspaper ad, posted on the Chaves County website, and on the New Mexico Purchasing Group website.
2. Non-Mandatory Pre-Bid Meeting – This pre-bid meeting is not mandatory but encouraged. The pre-bid meeting will be held in the County Manager Suite Conference Room located at #1 St.
Mary’s Place, Roswell, NM on Wednesday, September 25, 2024 at 10:30am. A site visit may follow.
3. Deadline to Submit Written Questions – All questions shall be submitted to ONLY the
Purchasing Director via email no later than the date specified in the Tentative Bid Schedule;
ana.nieto@chavescounty.gov.
4. Response to Questions via Addendum – Purchasing Director will formally answer all submitted questions via an addendum which will be posted to the Chaves County website and sent to the parties of whom asked the questions.
5. Submission of Bid – (1) Original and (1) Copy of the bid shall be received by the office of the
Purchasing Director no later than the date specified in the Tentative Bid Schedule. Any bids received after the deadline will NOT be accepted unless all other bids are deemed non-responsive.
Any bid not accepted after the deadline will be returned to the bidder unopened.
6. Recommendation to Board of Commissioners – After bid review and acceptance, an award recommendation will be presented to the Chaves County Board of Commissioners.
7. Notice of Award – Upon approval from the Chaves County Board of Commissioners, NOA letters will be emailed/mailed to both successful and unsuccessful bidders.
8. Protest Period – In accordance with Section 13-1-172 NMSA 1978, any Bidder who is aggrieved in connection with the solicitation of a contract or the award of a contract may protest to the Chief
Procurement Officer. The protest must be submitted in writing within fifteen (15) calendar days after knowledge of the facts or occurrences giving rise to the protest. The protest letter shall include the name and address of the protestant, the solicitation number, and a statement of the grounds for protest, including appropriate supporting exhibits.
9. Contract Negotiations/Execution – After the protest period, Chaves County and the successful bidder may conduct business pursuant to the terms and requirements of this solicitation.
E. 4TH STREET
60' R-O-W
25' ALLEY
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E. 4TH STREET
60' R-O-W
25' ALLEY
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EXISTIN
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F.F. = 3563±
CHAVES CO
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E. 4TH STREET
60' R-O-W
25' ALLEY
B.N .& S.F. R
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EXISTIN
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BU
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G
F.F. = 3563±
CHAVES CO
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USE PARKING
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E. 4TH STREET
60' R-O-W
25' ALLEY
B.N .& S.F. R
AILR
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AD
EXISTIN
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BU
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F.F. = 3563±
CHAVES CO
UNTY CO
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HO
USE PARKING
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CODE DESCRIPTION
JS JS
GF
LS101
CONSTRUCTION
PLAN
ROSWELL
CULTURAL PLAZA
JUNE 14, 2024
23103
23103
AutoCAD SHX Text D
AutoCAD SHX Text U
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SEE ENLARGEMENT A2/LS201
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SEE ENLARGEMENT B1/LS201
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SEE ENLARGEMENT A1/LS201
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REFERENCE NOTES SCHEDULE
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CONSTRUCT 4" THICK CONCRETE PAVING- REF. DETAIL A5/LS501.
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CONSTRUCT CONTROL JOINT TYP PER DETAIL A5/LS501. NOTE C.
AutoCAD SHX Text C-03
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CONSTRUCT EXPANSION JOINT. TYP PER DETAIL A5/LS501. NOTE B.
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AutoCAD SHX Text INSTALL PAVER TYPE -1 PER DETAIL B3/LS501. PAVERS SHALL BE PAVESTONE. HOLLAND STONE 6CM 4"X8". COLOR: TAN OR APPROVED EQUAL. REFER TO LS501 FOR PATTERN.
AutoCAD SHX Text C-05
AutoCAD SHX Text INSTALL PAVER TYPE -2 PER DETAIL B3/LS501. PAVERS SHALL BE PAVESTONE. HOLLAND STONE 6CM 4"X8". COLOR: RIVER RED OR APPROVED EQUAL. REFER TO LS501 FOR PATTERN.
AutoCAD SHX Text C-06
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CONSTRUCT 8" WIDE CONCRETE HEADER CURB PER DETAIL B4/LS501.
AutoCAD SHX Text C-07
AutoCAD SHX Text FURNISH AND INSTALL STABILIZED CRUSHER FINES PER DETAIL A3/LS501 AT A 4" DEPTH. COLOR: BROWN AS AVAILABLE FROM 'NM READY MIX' 575-622-1186 OR APPROVED EQUAL.
AutoCAD SHX Text C-08
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LANDSCAPE AREA- SEE PLANTING PLAN.
AutoCAD SHX Text C-09
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TURFGRASS SOD AREA- SEE PLANTING PLAN.
AutoCAD SHX Text C-10
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INSTALL CMU BLOCK WALL, SEE FENCING PLAN.
AutoCAD SHX Text C-11
AutoCAD SHX Text INSTALL OWNER PROVIDED BENCH, FINAL LOCATION TO BE DETERMINED BY LANDSCAPE ARCHITECT IN FIELD.
AutoCAD SHX Text C-12
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FURNISH AND INSTALL 8' ORNAMENTAL FENCE, SEE FENCING PLAN.
AutoCAD SHX Text C-13
AutoCAD SHX Text FURNISH AND INSTALL 18' X 32' MONOSLOPE SHADE STRUCTURE AS AVAILABLE FROM COVERWORX, 505-321-0453, OR APPROVED EQUAL. INSTALL PER CUTSHEET ON LS510 AND MANUFACTURERS SPECIFICATIONS.
AutoCAD SHX Text C-14
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FURNISH AND INSTALL IN-GRADE LIGHTS- SEE ELECTRICAL PLAN.
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FURNISH AND INSTALL LIGHTED BOLLARD- SEE ELECTRICAL PLAN.
AutoCAD SHX Text C-16
AutoCAD SHX Text FURNISH AND INSTALL 30' X 70' VENTED GABLED SHADE STRUCTURE AS AVAILABLE FROM COVERWORX, 505-321-0453, OR APPROVED EQUAL. INSTALL PER CUTSHEET ON LS510 AND MANIFACTURERS SPECIFICATIONS.
AutoCAD SHX Text C-17
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INSTALL OWNER PROVIDED PICNIC TABLE. SURFACE.
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FURNISH AND INSTALL PAVILION LIGHTS- SEE ELECTRICAL PLAN.
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FURNISH AND INSTALL GFCI OUTLET- SEE ELECTRICAL PLAN.
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TRENCH DRAIN. REFRENCE CIVIL PLANS.
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AutoCAD SHX Text INSTALL OWNER PROVIDED TRASH RECEPTACLE, FINAL LOCATION TO BE DETERMINED BY LANDSCAPE ARCHITECT IN FIELD.
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AutoCAD SHX Text ADD. ALTERNATE 3: FURNISH AND INSTALL 18' X 32' MONOSLOPE SHADE STRUCTURE AS AVAILABLE FROM COVERWORX, 505-321-0453, OR APPROVED EQUAL AND ASSOCIATED LIGHTING.
AutoCAD SHX Text C-23
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CONSTRUCT CONCRETE TURNDOWN EDGE UNDER FENCE PER DETAIL B4/LS507 CONDITION B.
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SECURITY LIGHTS SEE ADD ALT. 3 AND ELECTRICAL PLAN.
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FUTURE PLAZA SIGN. SEE ELECTRICAL PLANS.
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FURNISH AND INSTALL 25' WIDE ORNAMENTAL SWING GATE PER DETAIL A2/LS504.
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FURNISH AND INSTALL 8' WIDE ORNAMENTAL SWING GATE PER DETAIL B3/LS503.
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FURNISH AND INSTALL ORNAMENTAL DOUBLE SWING GATES. B2/LS503.
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FURNISH AND INSTALL 4' WIDE ORNAMENTAL GATE WITH PANIC BAR PER DETAIL A1/LS503.
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AutoCAD SHX Text INSTALL OWNER PROVIDED RESTROOM BUILDING AS PER SPECIFICATIONS, INCLUDING ALL ASSOCIATED UTILITIES- SEE CIVIL UTILITY PLAN FOR WATER AND SANITARY SEWER POINTS OF CONNECTION.
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CONSTRUCT WATER TOWER FEATURE PER DETAILS LS509.
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AutoCAD SHX Text ADD. ALTERNATE 2: FURNISH AND INSTALL CORNHOLE PER MANUFACTURERS SPECIFICATIONS. MODEL # BYOB5531 AS AVAILABLE FROM DOTY & SONS 815-895-2884, OR APPROVED EQUAL.
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CONSTRUCT MAINTENANCE CURB AT FENCE. REFRENCE DETAIL B4/LS501.
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AutoCAD SHX Text INSTALL GRAVEL MULCH. GRAVEL MULCH SHALL BE 1"-1-1/2" 'BROWN', AS LOCALLY AVAILABLE, INSTALLED AT A 4" DEPTH OVER FILTER FABRIC. REFRENCE DETAIL B3/LP501.
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CONSTRUCT CURB RAMP- SEE CIVIL PLANS.
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CONSTRUCT CONCRETE CURB AND GUTTER- SEE CIVIL PLANS.
AutoCAD SHX Text C-37
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FURNISH AND INSTALL GATE HOLDER PER DETAIL A1/LS504.
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SCALE: 1"=20'-0"
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CONSTRUCTION PLAN
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ADDENDUM 1
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CODE DESCRIPTION
CONSTRUCTION KEYED NOTES
JS JS
GF
LS201
CONSTRUCTION
PLAN
ENLARGEMENTS
ROSWELL
CULTURAL PLAZA
JUNE 14, 2024
23103
23103
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CONSTRUCT 4" THICK CONCRETE PAVING- REF. DETAIL A5/LS501.
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CONSTRUCT CONTROL JOINT TYP PER DETAIL A5/LS501. NOTE C.
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CONSTRUCT EXPANSION JOINT. TYP PER DETAIL A5/LS501. NOTE B.
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AutoCAD SHX Text INSTALL PAVER TYPE -1 PER DETAIL B3/LS501. PAVERS SHALL BE PAVESTONE. HOLLAND STONE 6CM 4"X8". COLOR: TAN OR APPROVED EQUAL. REFER TO LS501 FOR PATTERN.
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AutoCAD SHX Text INSTALL PAVER TYPE -2 PER DETAIL B3/LS501. PAVERS SHALL BE PAVESTONE. HOLLAND STONE 6CM 4"X8". COLOR: RIVER RED OR APPROVED EQUAL. REFER TO LS501 FOR PATTERN.
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CONSTRUCT 8" WIDE CONCRETE HEADER CURB PER DETAIL B4/LS501.
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AutoCAD SHX Text FURNISH AND INSTALL STABILIZED CRUSHER FINES PER DETAIL A3/LS501 AT A 4" DEPTH. COLOR: BROWN AS AVAILABLE FROM 'NM READY MIX' 575-622-1186 OR APPROVED EQUAL.
AutoCAD SHX Text C-08
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LANDSCAPE AREA- SEE PLANTING PLAN.
AutoCAD SHX Text C-09
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TURFGRASS SOD AREA- SEE PLANTING PLAN.
AutoCAD SHX Text C-10
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INSTALL CMU BLOCK WALL, SEE FENCING PLAN.
AutoCAD SHX Text C-11
AutoCAD SHX Text INSTALL OWNER PROVIDED BENCH, FINAL LOCATION TO BE DETERMINED BY LANDSCAPE ARCHITECT IN FIELD.
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FURNISH AND INSTALL 8' ORNAMENTAL FENCE, SEE FENCING PLAN.
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AutoCAD SHX Text FURNISH AND INSTALL 18' X 32' MONOSLOPE SHADE STRUCTURE AS AVAILABLE FROM COVERWORX, 505-321-0453, OR APPROVED EQUAL. INSTALL PER CUTSHEET ON LS510 AND MANUFACTURERS SPECIFICATIONS.
AutoCAD SHX Text C-14
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FURNISH AND INSTALL IN-GRADE LIGHTS- SEE ELECTRICAL PLAN.
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FURNISH AND INSTALL LIGHTED BOLLARD- SEE ELECTRICAL PLAN.
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AutoCAD SHX Text FURNISH AND INSTALL 30' X 70' VENTED GABLED SHADE STRUCTURE AS AVAILABLE FROM COVERWORX, 505-321-0453, OR APPROVED EQUAL. INSTALL PER CUTSHEET ON LS510 AND MANIFACTURERS SPECIFICATIONS.
AutoCAD SHX Text C-17
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INSTALL OWNER PROVIDED PICNIC TABLE. SURFACE.
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FURNISH AND INSTALL PAVILION LIGHTS- SEE ELECTRICAL PLAN.
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FURNISH AND INSTALL GFCI OUTLET- SEE ELECTRICAL PLAN.
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TRENCH DRAIN. REFRENCE CIVIL PLANS.
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AutoCAD SHX Text INSTALL OWNER PROVIDED TRASH RECEPTACLE, FINAL LOCATION TO BE DETERMINED BY LANDSCAPE ARCHITECT IN FIELD.
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AutoCAD SHX Text ADD. ALTERNATE 3: FURNISH AND INSTALL 18' X 32' MONOSLOPE SHADE STRUCTURE AS AVAILABLE FROM COVERWORX, 505-321-0453, OR APPROVED EQUAL AND ASSOCIATED LIGHTING.
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CONSTRUCT CONCRETE TURNDOWN EDGE UNDER FENCE PER DETAIL B4/LS507 CONDITION B.
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FURNISH AND INSTALL WALL LIGHTS- SEE ELECTRICAL PLAN.
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CONSTRUCT CONCRETE RAMP PER DETAIL A2/LS507
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AutoCAD SHX Text CONSTRUCT STAGE. FURNISH AND INSTALL BANDSHELL SHADE STRUCTURE AS AVAILABLE FROM COVERWORX, 505-321-0453, OR APPROVED EQUAL. INSTALL PER DETAIL A3/LS508 AND MANUFACTURERS SPECIFICATIONS.
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CONSTRUCT STEPPED CONCRETE SEATING PER DETAIL C4/LS508.
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CONSTRUCT CONCRETE STEPS WITH STEEL PIPE HANDRAILS PER DETAIL A1/LS507.
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CONSTRUCT CONCRETE TURNDOWN EDGE PER DETAIL B4/LS507 CONDITION A.
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FURNISH AND INSTALL 25' WIDE ORNAMENTAL SLIDING GATE PER DETAIL A1/LS505
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ACCESS RAMP AT PLAYGROUND PER DETAIL B4/LS501.
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INSTALL ENGINEERED WOOD FIBER PER DETAIL A4/ LS506.
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CONSTRUCT A CONCRETE TURNDOWN EDGE AT PLAYGROUND PER DETAIL A3/LS506.
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AutoCAD SHX Text CONSTRUCT 11' 9" X 56" CONCRETE FOOTING UNDER SHADE STRUCTURE. SEE DETAIL A3/LS508
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CONSTRUCT 12" WIDE CONCRETE PLANTER WALL. PER DETAIL B3/LS507.
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INSTALL CMU BLOCK STAGE WALL. SEE FENCING PLAN
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REFERENCE NOTES SCHEDULE
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DATE
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PROJECT NAME AND ADDRESS
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SCALE: 1"=10'-0"
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PLAYGROUND ENLARGEMENT
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NORTH
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ENTRY PAVING ENLARGEMENT
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NORTH
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AutoCAD SHX Text 09/19/24
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ADDENDUM 1
JS JS
GF
LS502
CONSTRUCTION
DETAILS
HEAVY DUTY CONCRETE PAVING
A1 A3A3
CMU BLOCK WALL
ROSWELL
CULTURAL PLAZA
JUNE 14, 2024
23103
23103
CMU BLOCK WALL ELEVATIOND1
CMU WALL PATTERN DETAILB1
AutoCAD SHX Text A. CONTROL JOINTS SHALL BE AT MAXIMUM EVERY 10' OR AS SHOWN ON PLAN. CONTROL JOINTS SHALL BE AT MAXIMUM EVERY 10' OR AS SHOWN ON PLAN. B. EXPANSION JOINTS SHALL BE AT MAXIMUM EVERY 30' OR AS SHOWN ON PLAN AND WHERE PAVING ABUTS EXPANSION JOINTS SHALL BE AT MAXIMUM EVERY 30' OR AS SHOWN ON PLAN AND WHERE PAVING ABUTS EXISTING BUILDINGS, CURBS, SEATING WALLS, WALKS AND OTHER HARD CONSTRUCTION. C. FELT EXPANSION MATERIAL SHALL BE RECESSED 1/2" AND SET WITH PLASTIC EXPANSION JOINT CAP. TOP FELT EXPANSION MATERIAL SHALL BE RECESSED 1/2" AND SET WITH PLASTIC EXPANSION JOINT CAP. TOP OF CAP SHALL BE FLUSH WITH TOP OF CONCRETE. OPPOSING CONCRETE EDGES OF JOINT SHALL HAVE 1/4" RADIUS TOOLED EDGE. D. CONTROL JOINTS SHALL BE TOOLED OR SAW CUT TO INDICATED DEPTH. SAW CUT JOINTS SHALL BE CUT CONTROL JOINTS SHALL BE TOOLED OR SAW CUT TO INDICATED DEPTH. SAW CUT JOINTS SHALL BE CUT AFTER FINISHING OF CONCRETE USING AN EARLY ENTRY TYPE DRY CUT SAW. SPALLING OF CONCRETE FINISH AT EDGE OF CUT IS NOT ACCEPTABLE. E. PROVIDE MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED ON THE PLANS.PROVIDE MEDIUM BROOM FINISH UNLESS OTHERWISE NOTED ON THE PLANS.
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1. TOOLED EDGE, 1/2" RADIUS TOOLED EDGE, 1/2" RADIUS 2. 3500 PSI CONCRETE 3500 PSI CONCRETE 3. 1/2" WIDE EXPANSION JOINT WITH FELT EXPANSION MATERIAL 1/2" WIDE EXPANSION JOINT WITH FELT EXPANSION MATERIAL 4. 1/8" X 1-1/2" CONTROL JOINT 1/8" X 1-1/2" CONTROL JOINT 5. #4 REBAR @ 12" O.C. BOTH DIRECTIONS #4 REBAR @ 12" O.C. BOTH DIRECTIONS 6. BASE COURSE COMPACTED TO 95% BASE COURSE COMPACTED TO 95% 7. SUBGRADE COMPACTED TO 95%SUBGRADE COMPACTED TO 95%
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SCALE: 3/4" = 1'-0"
AutoCAD SHX Text A. INSTALL VERTICAL EXPANSION JOINT IN WALL 20' O.C. PER DETAIL INSTALL VERTICAL EXPANSION JOINT IN WALL 20' O.C. PER DETAIL A1&D1/LS502. B. SEE GRADING PLAN FOR TOP AND BOTTOM OF WALL ELEVATIONS. SEE GRADING PLAN FOR TOP AND BOTTOM OF WALL ELEVATIONS. C. CONTRACTOR SHALL MINIMIZE DISTURBANCE WITHIN RAILROAD CONTRACTOR SHALL MINIMIZE DISTURBANCE WITHIN RAILROAD R.O.W. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS RELATED TO WALL CONSTRUCTION.
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1. #5 HORIZONTAL REBAR, CONTINUOUS. #5 HORIZONTAL REBAR, CONTINUOUS. 2. CONCRETE FOOTING. CONCRETE FOOTING. 3. #5 REBAR VERTICAL AT 8" O.C. #5 REBAR VERTICAL AT 8" O.C. 4. SUBGRADE COMPACTED TO 95%. SUBGRADE COMPACTED TO 95%. 5. CONCRETE MASONRY UNIT, (8X4X16). CONCRETE MASONRY UNIT, (8X4X16). 6. CONCRETE MASONRY UNIT, (8X8X16). CONCRETE MASONRY UNIT, (8X8X16). GROUT FILLED. 7. BOND BEAM (8X8X16). BOND BEAM (8X8X16). 8. #9 STD. TRUSS TYPE DUROWAL #9 STD. TRUSS TYPE DUROWAL HORIZON REINFORCEMENT, EVERY OTHER COURSE. 9. FINISHED GRADE IN PLAZA. FINISHED GRADE IN PLAZA. 10. FINISHED GRADE OUTSIDE OF PLAZA FINISHED GRADE OUTSIDE OF PLAZA - SEE GRADING PLAN. 11. (7) #5 CONTINUOUS (7) #5 CONTINUOUS 12. PROPERTY LINE PROPERTY LINE 13. GRAVEL TO MATCH GRAVEL TO MATCH 14. CONTRACTOR TO COORDINATE ACCESS CONTRACTOR TO COORDINATE ACCESS WITH RAILROAD. 15. PRE-MANUFACTURED CANTILEVER PRE-MANUFACTURED CANTILEVER STAGE STRUCTURE AS AVAILABLE FROM STEELWORX, MODEL CBD-2550-SW14E OR EQUAL. (505) 321-0453. 16. CONCRETE STAGE AND WALL FOOTING CONCRETE STAGE AND WALL FOOTING REFERENCE DETAIL A3/LS508
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CONDITION A
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SCALE: 3/4" = 1'-0"
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TYP.
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RAILROAD|PLAZA
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NG 57.85'
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BW 61.1'
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NG 60.60'
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BW 61.10'
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TOSF 59.43'
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TOSF 60.10'
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AutoCAD SHX Text A. WALL EXPANSION JOINTS SHALL BE @ 20'-0" O.C. WALL EXPANSION JOINTS SHALL BE @ 20'-0" O.C. B. DETAIL A3/LS502. DETAIL A3/LS502. C. DETAIL A3/LS502. DETAIL A3/LS502. D. CONTRACTOR SHALL BUILD MOCK-UP OF WALL TO INCLUDE ALL CONDITIONS FOR CONTRACTOR SHALL BUILD MOCK-UP OF WALL TO INCLUDE ALL CONDITIONS FOR REVIEW AND APPROVAL BY LANDSCAPE ARCHITECT. MOCK-UP MAY BE BUILT IN PLACE.
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1. WALL EXPANSION JOINT REF. DETAIL A1/LS502 WALL EXPANSION JOINT REF. DETAIL A1/LS502 2. EXISTING GRADE IN RAILROAD R.O.W. BEYOND EXISTING GRADE IN RAILROAD R.O.W. BEYOND 3. FOOTING STEP FOOTING STEP 4. SEE ELEVATION ENLARGEMENT, B1/LS502SEE ELEVATION ENLARGEMENT, B1/LS502
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TOSF 60.10'
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ADDENDUM 1
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AutoCAD SHX Text A. CMU BLOCK AS AVAILABLE FROM YORK BUILDING PRODUCTS OR APPROVED EQUAL.CMU BLOCK AS AVAILABLE FROM YORK BUILDING PRODUCTS OR APPROVED EQUAL.
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GENERAL NOTES
1. 8x8x18 SPLIT-FACE CMU 'SAHARA' 8x8x18 SPLIT-FACE CMU 'SAHARA' 2. 8x8x18 SPLIT-FACE CMU 'SANDSTONE, 8x8x18 SPLIT-FACE CMU 'SANDSTONE, 3. 8x8x18 SPLIT-FACE CMU 'SLATE' 8x8x18 SPLIT-FACE CMU 'SLATE' 4. 8x8x18 RUSTIC-FACE CMU 'SAHARA' 8x8x18 RUSTIC-FACE CMU 'SAHARA' 5. 4x8x18 SOLID SPLIT-FACE CMU CAP 'SAHARA' 4x8x18 SOLID SPLIT-FACE CMU CAP 'SAHARA' 6. BOTTOM OF WALL ON PLAZA SIDE OF WALL BOTTOM OF WALL ON PLAZA SIDE OF WALL 7. NATURAL GRADE IN RAILROAD RIGHT OF WAYNATURAL GRADE IN RAILROAD RIGHT OF WAY
LS507
CONSTRUCTION
DETAILS
ROSWELL
CULTURAL PLAZA
JUNE 14, 2024
23103
23103
12" WIDE CONCRETE PLANTER WALLB3
C1 CONCRETE WALL EXPANSION JOINT
CONCRETE TURNDOWN EDGE B4
CONCRETE STAIR WITH HANDRAILSA1 HANDRAIL AT RAMPA2
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AutoCAD SHX Text A. THE FINISH SURFACES OF THE WALLS SHALL BE FREE OF HONEYCOMB PATTERNS AND SHARP OR ROUGH THE FINISH SURFACES OF THE WALLS SHALL BE FREE OF HONEYCOMB PATTERNS AND SHARP OR ROUGH EDGES. EXPOSED, UNIFORMLY-SPACED. B. RUBBING OR PATCHING OF EXPOSED WALL SURFACES IS NOT ACCEPTABLE. RUBBING OR PATCHING OF EXPOSED WALL SURFACES IS NOT ACCEPTABLE. C. INSTALL VERTICAL COLD JOINT IN WALL 20' O.C. PER DETAIL A5/LS501.INSTALL VERTICAL COLD JOINT IN WALL 20' O.C. PER DETAIL A5/LS501.
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1. 3/4" CHAMFER EDGE. 3/4" CHAMFER EDGE. 2. PLANTING AREA. SEE PLAN. PLANTING AREA. SEE PLAN. 3. 3000 PSI CAST-IN-PLACE CONCRETE WITH INTEGRAL COLOR: DAVIS 'ADOBE 61078,' OR EQUAL. 3000 PSI CAST-IN-PLACE CONCRETE WITH INTEGRAL COLOR: DAVIS 'ADOBE 61078,' OR EQUAL. 4. BACKFILL WITH CLEAN FILL DIRT. BACKFILL WITH CLEAN FILL DIRT. 5. APPLY HYDROCIDE 700B EMULSIFIED ASPHALT DAMP-PROOFING OR APPROVED EQUAL. APPLY HYDROCIDE 700B EMULSIFIED ASPHALT DAMP-PROOFING OR APPROVED EQUAL. 6. #4 HORIZONTAL AND CONTINUOUS REBAR AT 12" O.C. #4 HORIZONTAL AND CONTINUOUS REBAR AT 12" O.C. 7. #4 VERTICAL REBAR AT 18" O.C. CENTERED IN WALL. #4 VERTICAL REBAR AT 18" O.C. CENTERED IN WALL. 8. SUBGRADE COMPACTED TO 95%.SUBGRADE COMPACTED TO 95%.
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CONDITION A
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PLAN VIEW
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CONCRETE WALL
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3/4" CHAMFER (TYP.)
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1/2" FELT EXPANSION JOINT
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1. 1/2" EXPANSION MATERIAL 1/2" EXPANSION MATERIAL 2. CONCRETE PAVING - SEE PLAN CONCRETE PAVING - SEE PLAN 3. #4 REBAR, HORIZONTAL AND CONTINUOUS @ 12" #4 REBAR, HORIZONTAL AND CONTINUOUS @ 12" O.C. 4. #4 REBAR AT 48" O.C. #4 REBAR AT 48" O.C. 5. 1/2" RADIUS TOOLED EDGE, TYP 1/2" RADIUS TOOLED EDGE, TYP 6. HANDRAIL - SEE A2/LS507 HANDRAIL - SEE A2/LS507 7. 12" WIDE CONCRETE PLANTER WALL - SEE 12" WIDE CONCRETE PLANTER WALL - SEE DETAIL B3/LS507 8. SUBGRADE COMPACTED 95% SUBGRADE COMPACTED 95% 9. 1-1/2" BY 12 GAUGE SQUARE STEEL POST WITH 1-1/2" BY 12 GAUGE SQUARE STEEL POST WITH POST CAP. 10. 3/4" BY 16 GAUGE SQUARE STEEL PICKETS 3/4" BY 16 GAUGE SQUARE STEEL PICKETS SPACED AT 4" O.C. THE PICKETS AT TOP OF FENCE FENCE SHALL BE STAMPED- SEE DETAIL A2/LS504.
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CONDITION A
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2%%% TYP.
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#4 REBAR TYP. ALL STEPS
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AutoCAD SHX Text A. RISERS ARE TO BE OF EQUAL HEIGHT AND SPACING. PROVIDE NUMBER OF RISERS AS RISERS ARE TO BE OF EQUAL HEIGHT AND SPACING. PROVIDE NUMBER OF RISERS AS SHOWN ON GRADING PLAN. B. RISERS SHALL HAVE MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. RISERS SHALL HAVE MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. C. TREAD DEPTH NOT TO BE LESS THAN 11". TREAD DEPTH NOT TO BE LESS THAN 11". D. WELD AND GRIND SMOOTH ALL JOINTS, PRIME PIPE COMPLETELY WITH RED OXIDE WELD AND GRIND SMOOTH ALL JOINTS, PRIME PIPE COMPLETELY WITH RED OXIDE PRIMER AND FINISH WITH TWO COATS OF INDUSTRIAL ENAMEL PAINT, COLOR: BLACK.
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1. EXPANSION JOINT EXPANSION JOINT 2. ADJACENT WALK OR AS SHOWN ON PLAN. ADJACENT WALK OR AS SHOWN ON PLAN. 3. #4 SMOOTH DOWEL AT 12" O.C. #4 SMOOTH DOWEL AT 12" O.C. 4. #4 REBAR CONTINUOUS. #4 REBAR CONTINUOUS. 5. 3000 PSI CONCRETE. 3000 PSI CONCRETE. 6. #4 REBAR @ 12" O.C. EACH WAY. #4 REBAR @ 12" O.C. EACH WAY. 7. 1/4" TOOL JOINT, 3 EA. @ NOSE OF TREAD (TYP.). SEE ENLARGEMENT. 1/4" TOOL JOINT, 3 EA. @ NOSE OF TREAD (TYP.). SEE ENLARGEMENT. 8. SUBGRADE COMPACTED TO 95%. SUBGRADE COMPACTED TO 95%. 9. 1-1/2" DIAMETER STEEL PIPE. REINSTALL SALVAGED HANDRAIL EACH SIDE OF STAIRS. SEE DEMOLITION 1-1/2" DIAMETER STEEL PIPE. REINSTALL SALVAGED HANDRAIL EACH SIDE OF STAIRS. SEE DEMOLITION AND CONSTRUCTION PLAN. 10. CONCRETE STEPPED SEATING SE DTEAIL C4/LS508CONCRETE STEPPED SEATING SE DTEAIL C4/LS508
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1. GROUT VERTICAL SUPPORT INTO 4" GROUT VERTICAL SUPPORT INTO 4" RECESSED PIPE SLEEVE WITH NON-SHRINK GROUT. 2. SUBGRADE COMPACTED TO 95%. SUBGRADE COMPACTED TO 95%. 3. 1 1/4" DIA. SCH. 40 STEEL PIPE. 1 1/4" DIA. SCH. 40 STEEL PIPE. 4. CONCRETE PAVING PER DETAILS CONCRETE PAVING PER DETAILS A5/LS501. 5. WALL SURFACE AND HEIGHT VARY. WALL SURFACE AND HEIGHT VARY.
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AutoCAD SHX Text A. WELD AND GRIND SMOOTH ALL JOINTS, PRIME PIPE COMPLETELY WITH RED OXIDE WELD AND GRIND SMOOTH ALL JOINTS, PRIME PIPE COMPLETELY WITH RED OXIDE PRIMER AND FINISH WITH TWO COATS OF EXTERIOR SEMI-GLOSS LATEX PAINT COLOR TO BE 'BLACK'. B. HANDRAILS SHALL BE CONTINUOUS AT LANDINGS AND AT CHANGES OF ORIENTATION HANDRAILS SHALL BE CONTINUOUS AT LANDINGS AND AT CHANGES OF ORIENTATION IN RAMP. C. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION.
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GENERAL NOTES
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SECTION-ELEVATION - HANDRAIL
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SECTION
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AutoCAD SHX Text 09/19/24
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ADDENDUM 1
LS510
CONSTRUCTION
DETAILS
ROSWELL
CULTURAL PLAZA
JUNE 14, 2024
23103
23103
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CONSULTANTS
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AutoCAD SHX Text ANY REFERENCE TO PARTICULAR BRAND NAMES OR PROPRIETARY ITEMS IN THE CONTRACT DOCUMENTS MAY BE SUBSTITUTED WITH AN EQUAL PRODUCT PROVIDED IT MEETS THE SAME FUNCTION, APPEARANCE AND QUALITY OF THE SPECIFIED PRODUCT. HOWEVER, SUBSTITUTE 'OR EQUAL' PRODUCTS WILL ONLY BE CONSIDERED FOR APPROVAL BY THE LANDSCAPE ARCHITECT AFTER THE EFFECTIVE DATE OF THE AGREEMENT. THE PROCEDURE FOR SUBMISSION OF ANY SUCH APPLICATION BY THE CONTRACTOR FOR THE CONSIDERATION BY LANDSCAPE ARCHITECT IS SET FORTH IN THE GENERAL CONDITIONS.
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NOTE TO REVIEWER
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ADDENDUM 1
E. 4TH STREET
60' R-O-W
25' ALLEY
B.N .& S.F. R
AILR
O
AD
EXISTIN
G
BU
ILD
IN
G
F.F. = 3563±
CHAVES CO
UNTY CO
URT
HO
USE PARKING
LO
T
E. 4TH STREET
60' R-O-W
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B.N .& S.F. R
AILR
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AD
EXISTIN
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BU
ILD
IN
G
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UNTY CO
URT
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60' R-O-W
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AILR
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SYMBOL CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER
TREES
SHRUBS
SYMBOL CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER
GROUND COVERS
JS JS
GF
LP101
PLANTING
PLAN
ROSWELL
CULTURAL PLAZA
JUNE 14, 2024
23103
23103
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(3) QT
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(4) QT
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(5) YP
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(4) CK
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(12) MC
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(4) CK
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(5) YP
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(19) MC
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(1) CL
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(2) CL
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(4) QT
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(6) GS
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(6) GS
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(2) PC
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(3) PC
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PC
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CHINESE PISTACHE
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PISTACIA CHINENSIS
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2.5" CAL.
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36" BOX
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CL
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DESERT WILLOW
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CHILOPSIS LINEARIS
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2.5" CAL.
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24" BOX
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QT
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RED OAK
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QUERCUS BUCKLEYI
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2" CAL.
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24" BOX
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GS
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SHADEMASTER HONEY LOCUST
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GLEDITSIA TRIACANTHOS INERMIS 'SHADEMASTER'
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2.5" CAL.
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36" BOX
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CK
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KARL FOERSTER FEATHER REED GRASS
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CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'
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5 GAL.
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5 GAL.
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MC
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PINK MUHLY GRASS
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MUHLENBERGIA CAPILLARIS
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5 GAL.
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5 GAL.
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YP
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RED YUCCA
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YUCCA PARVIFLORA
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5 GAL.
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5 GAL.
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BD
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7,475 SF
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BUFFALO GRASS
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BUCHLOE DACTYLOIDES
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SOD
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PLANT SCHEDULE
AutoCAD SHX Text CODE DESCRIPTION DETAIL DESCRIPTION DETAIL DETAIL GP-01 IN CASE OF DISCREPANCY IN PLANT QUANTITIES IN CASE OF DISCREPANCY IN PLANT QUANTITIES SHOWN ON THE PLANT LEGEND AND THOSE SHOWN ON THE PLANTING PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO BID AND INSTALLATION. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLANTING PLAN AND THE PLANT LIST. GP-02 IF THERE IS A DISCREPANCY IN THE FIELD OR IF THERE IS A DISCREPANCY IN THE FIELD OR NURSERY BETWEEN THE CONTAINER SIZE CALLED OUT UNDER "REMARKS" AND HEIGHT & SPREAD CALLED OUT UNDER "INSTALLED SIZE", THE SPECIFIED PLANT MUST MEET HEIGHT & SPREAD REQUIREMENTS SPECIFIED UNDER "INSTALLED SIZE", EVEN IF A LARGER CONTAINER SIZE IS REQUIRED TO MEET THESE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE OWNER. GP-03 FILTER FABRIC SHALL BE MIN. 4 OZ. NON-WOVEN FILTER FABRIC SHALL BE MIN. 4 OZ. NON-WOVEN NEEDLE-PUNCHED POLYPROPYLENE (MIRAFI OR EQUIVALENT). OVERLAP ENDS 3" AND TURN DOWN EDGES 6". GP-04 THE TOP OF MULCH SHALL BE 1" BELOW TOP OF THE TOP OF MULCH SHALL BE 1" BELOW TOP OF ADJACENT CONCRETE SURFACES OR STEEL EDGING. GP-05 THE CONTRACTOR SHALL PRUNE LOWER BRANCHES OF THE CONTRACTOR SHALL PRUNE LOWER BRANCHES OF DECIDUOUS TREES AS DIRECTED BY LANDSCAPE ARCHITECT IN THE FIELD. GP-06 THE CONTRACTOR SHALL INSTALL TREES PER DETAIL THE CONTRACTOR SHALL INSTALL TREES PER DETAIL A3 & A5/LP501. GP-07 THE CONTRACTOR SHALL INSTALL SHRUBS PER DETAIL THE CONTRACTOR SHALL INSTALL SHRUBS PER DETAIL C5/LP501. CODE DESCRIPTION DETAIL DESCRIPTION DETAIL DETAIL GP-08 INSTALL GRAVEL MULCH. GRAVEL MULCH SHALL BE INSTALL GRAVEL MULCH. GRAVEL MULCH SHALL BE 1"-1-1/2" 'BROWN', AS LOCALLY AVAILABLE, INSTALLED AT A 4" DEPTH OVER FILTER FABRIC. REMOVE WEEDS IN EXISTING AREAS PRIOR TO INSTALLING GRAVEL MULCH. REFRENCE DETAIL B3/LP501
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PLANTING GENERAL NOTES
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SCALE: 1"=20'-0"
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PLANTING PLAN
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