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Home My Public Portal AboutAnzco, Inc.PROPOSAL knzco Inc. 9671 Carousel Circle South Boca Raton, Fl. 33434 Office: 561-488-0822 Fax 561-807-7224 Mobil: 561-699-3602 Email: izak@anzcoinc.com CGC1518065 Fax: 1-561-737-0188 Date: 1/15/16 Project -Town of Gulfstream entrance and sidewalk 100 Sea Road Gulfstream, Fl. 33483 Drawings: per jobsite visit Attention: Mr. William Thrasher Dear Bill, We propose to furnish supervision, labor, and equipment and materials to perform the following scope of work; 1. Remove existing sidewalks at curb and mailbox, dispose of material 2. Remove existing roots, add barrier and stone 3. Clean existing sidewalks and pavers as required for new stain 4. Repair pavers , install stain/sealcoating 5. Pour new sidewalks and install similar pavers at mailbox. 6. Restore sod and site as required Subtotal 10% overhead & Profit Total D�m o sidewalk at building and sod areas Schedule duration 6 working days Permits not included Deduct (2000.00) 1900.00 1786.00 2100.00 2500.00 3200.00 750.00 12,236.00 1224.00 13,460.00 i� . Transmission Report Date/Time 03-15-2016 09:40:11 Transmit Header Text Local ID 1 5617370188 Local Name 1 Fax Total Paaes Scanned : 1 This document : Confirmed (reduced sample and details below) Document size : 8.5"x11 " PROPOSAL Anzco Inc. xr..m n33434 B.. earn 40 331$ nalo:5bl910-M4 'hssao*-rzd Wda:SLl-G99-]W2 CGC l5l9aR5 m Fax: 1-561-737-0188 Date: 1/15/16 Project—Town of Gulfstream entrance and sidewalk 100 Sea Road Gulfstream, Fl. 33483 Drawings: per Jobsite visit Attention: Mr. William Thrasher Dear Bill, We propose to furnish supervision, labor, and equipment and materials to perrorm the following scope of work; 1. Remove existing sidewalks at curb and mailbox, dispose of material 1900.00 2. Remove existing roots, add barrier and stone 178600 3. Clean existing sidewalks and pavers as required for new stain 2100.00 4. Repair pavers, install staln/sealcoatlng 2500-00 S. Pour new sidewalks and install similar pavers at mailbox. 3200.00 6. Restore sod and site as required 750.00 Subtotal 12,236.00 10% overhead & Profit 1224.00 Total 13,460.00 Ddmo sidewalk at building and sod areas Deduct (2000.00) Schedule duration 6 working drys Permits not included Total Panna rnnflrmed • 7 No. Job Remote Station StartTime I Duration Pages jUne Mode jjobType IResults 001 1849 15618077224 09:38:5303-15-2016 00:00:41 1/1 1 EC IHS I CP14400 Abbreviations: HS: Host send PL: Polled local MP: Mailbox print CP: Completed TS: Terminated by system HR: Host receive PR: Polled remote RP: Report FA: Fail G3: Group 3 WS: Waiting send MS: Mailbox save FF: Fax Forward TU: Terminated by user EC: Error Correct PROPOSAL Anzco Inc. 9671 Carousel Circle South Baca Raton, Fl. 33434 Office: 561-486-0822 Fax 561-807-7224 Mobil: 561-699-3602 Email: jzak@anzcoinc.com CGC 1518065 Fax: 1-561-737-0188 Date: 12.14.15 Project —Town of Gulfstream Old School Road 100 Sea Road Gulfstream, Fl. 33483 Drawings: per jobsite visit Attention: Mr. William Thrasher Dear Bill, We propose to furnish supervision, labor, and equipment and materials to perform the following scope of work; Old School Road approx... 280 lineal feet increase road width from 16'-0" to 18'-0" by adding 1'-0" on both sides 1. Saw cut existing asphalt, excavate and dispose of grass and dirt 2. Install and compact 8" base rock with 1'/:" asphalt 3. Restore site Constructions costs Add 525 lineal feet of road width both sides Total Construction costs Schedule duration 15 working days Permits not included If there are any questions please do not hesitate to call. 10,793.00 18,992.00 29,785.00 Sincerely you , INTER -OFFICE MEMORANDUM Yc TOWN OF GULF STREAM, FLORIDA OFFICE OF THE TOWN MANAGER WILLIAM H. THRASHER DATE: 01/08/16 TO: Mayor Morgan and Town Commissioners RE: Old School Road Widening -2' Old School Road is one of the narrowest roads in the Town. Frequently vehicles run off the pavement into the grassed swale area causing unsightly ruts. The Town has received a quote from Anzco hie., to widen the two blocks of Old School Road by adding 1' of asphalt and base rock on each side of Old School Road. The quoted price for this work is $29,785.00. This price does not include overlaying the entire road with new asphalt as the combination widening and overlaying exceeds the current paving budget. In addition, there are other roads in the Town that need to be overlaid. The overlaying of applicable roads should be accomplished together so as to minimize interruptions to the traffic flow and the residents. At the October 14, 2011 the Town awarded the Place Au Soleil landscaping, guard house beautification and hardscape/paver brick installation RFP to Anzco. The bid prices received by the advertised RFP ranged from $175,701 to the Anzco's bid of $39,750. Based on Anzco's pricing history with the Town and their acceptable quality of work, I recommend that the Town authorize the Manager to move forward with the widening of Old School Road utilizing Anzco's quote of $29,785. Motion to authorize the Town Manager to enter into a purchase agreement with Anzco Inc. to widen Old School Road 2'. 1' on each side of the existing pavement for a cost not to exceed $35.000. Regula Meeting and Public Hearing Tdw'n Commission - October 14, 2011 Page 6 Mr. Minor said there are other aspects of the Code to be addressed when he returns to the Commission. He said both he and Mr. Thrasher have been reviewing the Code and have discovered that within the multi -family provision, which is Chapter 71, the amendment made to the design guidelines does not include a special exception provision when looking at additions and revisions where a special exception or variance may be required. In addition, Mr. Minor said the State has modified its growth management roles with regard to concurrency and other issues. He said t he will propose further addressing the language to strengthen the concurrency standards in the Town. Mayor Koch asked Mr. Minor if the Town will be requiring any developers of the annexed area to hook into the Boynton Beach Sewer and Mr. Minor said that was part of the annexation. Commissioner Devitt asked if any other standard has been used besides the 50% rule. Mr. Minor said that 50% of the value of the home is the prevailing standard within zoning codes. He said there is another section that talks about 75€ and he will take another look at that, but within the Acts of God provision, it is currently 50%. Mr. Minor said if a property is destroyed by more than 50% it would have to be rebuilt to Code. With the non -conforming densities, we are allowing multi -family in the annexed area to rebuild as they were, regardless of the 50%. Commissioner Devitt asked where the 75% rule would come in. Mr. Thrasher said we have a 75% of the certified appraised value of the structure rule in the Code as it relates to remodeling, but it may not exist in the multi -family Code, but this will be addressed. Mr. Ganger said the ARPB had a comprehensive discussion on this matter at their last meeting which included the one commercial property in the annexed area with a non -conforming use. He said he assumes it will be addressed in the comp plan discussion that if, for whatever reason, this property ceases to exist as a commercial property, the property will come under the multi -family provisions of the Code. Mr. Randolph said this may have already been addressed in the zoning code. Mr. Ganger said they did not discuss the Design Manual as it relates to multi- family and it is the assumption of the ARPB that the Design Manual would still pertain to anything that is rebuilt in the Town. He said the long term plan is to make the annexed area look like it belongs in Gulf Stream. B. Bid Award for Place Au Soleil Entrance Mr. Thrasher announced that there is a bid award for the Place Au Soleil Entrance and a $10,000 contribution has been included in the Town's budget for this project. He said this project went out for public bid, five (5) bids were received ranging from the high bid of $175.701 to the 1o.,� gni1jfied bidder of 139 7M, Mr. Thrasher said this is just for the hardscape, but they were able to include in the scope of work the guard house beautification and almost $15,000 worth of landscaping to be added to the entrance. He said based on a report submitted by Ned McDonald of the Place Au Soleil Homeowners' Association, about 87% of their property owners have paid their assessment for this project. Mr. Thrasher said funding is available for the entire project and it is Staff's recommendation that the bid be awarded to the low bidder, ANZCO Inc. He Regul4r Meeting and Public Hearing Torn Commission - October 14, 2011 Page 7 said Mr. Randolph has reviewed the contract for legal sufficiency and he is asking the Commission to approve the bid award. Commissioner Anderson asked if all of the residents in Place Au Soleil are in favor of the project. Mr. McDonald stated that all residents are aware of the project and there have been no objections. Commissioner Anderson moved and Commissioner Devitt seconded to approve the bid of $39,700 to ANZCD. Inc. and to authorize the execution of the Contract with ANZCO, Inc. There was no discussion. All voted AYE. Mr. Thrasher stated that the award of the bid to ANZCO of $39,700 is exclusively for the hardscape. He said funding is sufficient for the entire project and he would like to proceed with Alternate Bid A and Alternate Bid B of ANZCO's contract, which is $4,269 for the guard house beautification and $14,800 for the landscaping and this is part of the approval. Commissioner Devitt moved and Commissioner Anderson seconded to award the alternate bid items to ANZCO, Inc. for a total of $19,069. There was no discussion. All voted AYE. C. Items by Mayor & Commissioners Commissioner Anderson referred to a discussion that took place at the September Commission Meeting concerning the cost of water and she said this is something the Commission should look at. Mr. Thrasher said it is his intention to bring this back to the Commission for further discussion. He said a comment was made by Mr. Ganger at a previous meeting that his organization is gathering some information which may be helpful and pertinent to that discussion. Mr. Thrasher said he and Mr. Ganger have been communicating and since he considers this matter to be of a serious nature he will need direction from the Commission. Mr. Ganger said he originally thought he could provide an overview of water usage costs and delivery systems, but it has become complicated. He said no billing system is similar and the information is illuminating and challenging. Mr. Ganger said there are some strange anomalies, but his organization will give the Commission the facts after they have had time to sort through all of the information. He said the Commission may decide to look into this further, they may hire an expert to do additional research or they may decide to take action based on the facts he will provide, but it will not happen overnight. Mayor Koch congratulated Mr. Ganger's organization for doing the research in this area. Mr. Ganger said there are many complex issues, it is a shared problem and some communities are worse off than the Town. Mr. Thrasher commented that he is concerned about the current financial structure and he is ready to discuss reserve levels at any time. Vice -Mayor Orthwein said she believes water should stand on its own, the Town should not subsidize water and the Town should have a reserve in place for water. Mr. Thrasher said we cannot do that unless we raise water rates. Vice -Mayor Orthwein asked Mr. Thrasher to give them and amount of money that should go into reserves. Mr. Thrasher said $75,000 should go into reserves every year and we would need to increase rates by approximately 12€. Vice -Mayor Orthwein said that a 12% increase is a ENGINEERING & TESTING, INC. Phone: (866) 781-6889 -Fax: (866) 784-8550 1vn-iv.11oridaengineeri ngandtesting.com 250 S.W. 13"' Avenue PROCTOR COMPACTION TEST Pompano Beach, FL 33069 DATE SAMPLED: 1/21/2016 DATE TESTED: 1/22/2016 ORDER#: 16-298 CLIENT: Anzco, Inc. ADDRESS: 9671 Carousel Circle South Boca Raton, Florida 33434 PROJECT: Proposed Roadway ADDRESS: 530 Old School House Road Gulfstream, Florida MATERIAL DESCRIPTION: Light Brown Sandy Shell Rock SAMPLED BY: M.W. TESTED BY: P.T. SPECIFICATION GOVERNING: AASHTO T-180 LAB NO: P-298 RESULTS OF TEST: The following compaction lest was conducted in accordance wfth the Standard Methods of Moisture Density Relations of soil using a 10 Ib. Hammer and an 18" drop as per the above specified method. MOISTURE % WET DENSITY (PCF) DRY DENSITY (PCF) 6.0 121.9 115.0 8.0 129.5 119.9 10.4 132.7 120.2 12.3 129.6 115.4 Optimum Moisture (Percentage): 123 9.0 % 122 Maximum Dry Density (lbs./cu.ft.) 121 121.0 (PCF) v 120 a F 119 Respectfully Submitted, N Lu 118 iC 117 -j Z)�.lG 116 Mark A. Mesiano,'P.E. Florida Engineering`& Testing, Inc. 115 Florida Reg. No. 48202 Certificate of Authorization No. 6923 5 6 7 8 9 10 11 12 13 14 MOISTURE % As a mutual protection to riients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports Is reserved pending our written approval. QrEff ly Q'41 A.�cl assurance r 9 ENGINEERING & TESTING, INC. - Phone: (866) 781-6889 •Fac: (866) 784-8550 tvntiv.flo ridaenginceringandtesting.com 250 S.W. 13"' Avenue Pompano Beach, FL 33069 REPORT OF FIELD COMPACTION TESTS DATE: 1/21/16 ORDER NO: 16-298 PERMIT NO. CLIENT: ADDRESS: 9671 Carousel Circle South Boca Raton, Florida 33434 PROJECT: Pronosed Roadway ADDRESS: 530 Old School House Road Gulfstream, Florida MATERIAL DESCRIPTION: Light Brown Sandy Shell Rock PROCTOR VALUE (PCF): 121.0 % COMPACTION REQ'D BY SPECS: 98 NUCLEAR GAUGE SERIAL #: ❑ 29793 (Model 3440) PROCTOR METHOD: ❑ ASTM D-1557 ❑ ASTM -D698 OPTIMUM MOISTURE (%): LABORATORY NO: P-298 ® 533 (Model 3450) ❑ 20500 (Model 3440) ® AASHTO T-180 ❑ AASHTO T-99 ASTM D 6938 METHOD A Test/ Location: Shoulders of Sheet' Lift Elev./ Dry Density Moisture Percent Compaction Pass/ N Depth of Test PC o (/o) o) (/o Fail 540 Old School House Road E. Bound Lane 1 TOB 12" 120.9 8.7 99.9 P Shoulder 455 Old School House Road W. Bound Lane 2 TOB 12" 122.4 9.2 101.2 P Shoulder r 355 Old School House Road W. Bound Lpne 3 TOB 12" 119.7 10.3 98.9 P Shoulder S.W. Corner of Old School House Road & 4 TOB 12" 120.1 9.4 99.3 P Polo Drive 5 330 Old School House Road E. Bound Lane TOB 12" 119.9 8.9 99.1 P 6 7 8 9 10 REMARKS: TESTED BY: M.W. CHECKED BY: P.T. Notes: Method A - Direct Transmission unless otherwise noted. PR - Proof Roll BOF - Bottom of Footing TOB - Top of Base SG - Subgrade SOG - Slab on Grade As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. tZi 1� NJ vQ v Qmatfty ed -119 y as=rance Respectfully submitted, I -1 s•/l MARK A. MESIANO, P.E. Florida Engineering & Testing, Inc. Florida Reg. No. 48202 Certificate of Authorization No. 6923