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Home My WebLink AboutAdd No 3 Addendum No. 3 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CITY RFP NO. 14-11-01 To All Bidders: Bidders for the above referenced project shall take note of the following changes, additions, deletions, clarifications, etc. to the Plans and Specifications, which in accordance with the Contract Documents shall become a part of and have precedence over anything shown or described otherwise.  Questions/Clarifications: 1. Can you provide your anticipated budget? Response: A budget is intentionally not provided and we ask that proposers price the project accordingly based on their expertise. 2. Is there any page limitation for the response to this RFP? Response: Emphasis is to be made on the quality of the response and not quantity. 3. Under Section 5, Item 5 – Cost of Services, it does not reference whether the price should be in a sealed envelope. Please clarify. Response: All price proposals shall be in a sealed envelope. 4. Asphalt Thickness: While reviewing the borings, I was unable to find the thickness of the existing asphalt. Please provide depth for pricing purposes. Response: Noted. According to the geotechnical report, 3” – 4” of pavement thickness was encountered in the borings as stated on Page 5 of Wingerter Laboratory’s report. Please refer to Attachment B of the bid documents. 5. Muck Removal: The borings shows that muck is existing throughout the neighborhood. However, I was unable to find any details regarding muck removal. Could Addendum No. 3 ‐ Bidder Questions and Responses NE 174TH STREET ROADWAY IMPROVEMENTS CITY RFP NO. 14‐11‐01 2 you please advise how much muck removal will be required when it is encountered – 30‐ inches, 36‐inches, complete removal, etc. Response: Please refer to Attachment B and Technical Specifications provided. 6. Bid Proposal Form: Is the bid proposal form available in either excel or word format? Response: No. However, those with Adobe writer should be able to copy and convert the table to an Excel sheet for their in‐office use. The bid shall be submitted in the form provided by the City. Any attempt to alter, modify, or enhance this form may result in a disqualification of your bid. 7. Off‐Duty Officers: Please add an allowance line item for off‐duty officer, since the requirement for this service is unknown at this time. Response: The estimated cost per hour has been provided in the RFP. The need for off‐ duty police support is at the sole discretion of each prospective bidder based on their proposed construction methodology and MOT plan to be implemented. Bidders are advised to carefully consider these factors and make the necessary allowances within the line item provided for Maintenance of Traffic currently provided in the bid form. Note that all road closures, full and partial, shall require coordination with first responder services. 8. In reading the Bid Proposal Form Page 36 Notes, the note seems to indicate that it is both a lump sum project and unit price project. Could you please clarify whether this will be a unit price project, lump sum project or Guaranteed Maximum Price? Response: The bid has unit prices as well as lump sum prices. Lump sum prices are fixed and unit prices can have over or under‐runs. Furthermore, payment for pipe will be based on field measured‐installed quantities; from inside wall to inside wall. 9. On the summary of the Prebid meeting, the City is requesting an Off‐Duty Police Officers but the Contractor does not know, when, where, how many and how much time the city will request it. It is very difficult to calculate the number of hours and some Contractors assumes a few and others a lot. We believe that is fair that the City include an item with an Allowance or Estimate a number of man hours for Police Officers and use them a discretion of the City, thereby everybody is in the same page . Response: See response to item no. 7. 10. The Item # 74 says, “Installation of Bus Shelters….” ( C‐31 ). That means, Furnish and Install, right? And reinstall the existing benches and waste trash, right? (Sta 36+00 and Addendum No. 3 ‐ Bidder Questions and Responses NE 174TH STREET ROADWAY IMPROVEMENTS CITY RFP NO. 14‐11‐01 3 26+00 approx.). The existing shelters needs to be removed and salvaged to the City? Please advise. Response: Installation of bus shelters does mean furnish and install. The Contractor shall be responsible for coordinating with the Bus shelter provider for provision of any and all engineering services required for installation of the proposed shelters. Existing benches and trash bins are to be protected and reinstalled. All shelters removed from within the project area shall be hauled away by the successful Contractor to the City’s Public Works facility located beneath the William Lehman Causeway. 11. Under Section 5 Qualifications, it references proposer’s relevant experience. Should experience in coastal projects be a requirement to qualify? Response: It is not a requirement. However, such experience would be looked upon as a plus though it will not be the determining factor.  Please be advised that Civil plan sheets C‐14 to C‐16 and C‐30 have been revised.  RER permit Number CLII‐20140027 for the project has been included herein.  Landscape and Irrigation Plan sheets have been revised and are included as part of this RFC for contractor reference.  A revised bid form has been provided. END OF SECTION |Request for Proposal No. 14‐11‐01 1 BID PROPOSAL FORM (Revised 12/04/14) CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL The lump sum (LS) prices for items 1 through 10 shall be done in accordance with the contract documents and specifications and all applicable federal, state, and local requirements. Costs for pre-construction video survey are to be incorporated into item 1. 1 Mobilization and Demobilization (5%) 1 LS 2 Maintenance of Traffic Including Construction Sequencing 1 LS SUBTOTAL ITEMS 1-2 $_____________ The lump sum (LS) price for (phased) clearing & stripping shall include but not be limited to temporary storage, removal and proper disposal of existing ground coverings, bus shelters, asphalt pavement, sidewalks, curb & gutter, concrete pavement, limerock and subgrade (where applicable), and/or all other organic material from right of way to right of way as necessary to perform the work stipulated in these contract documents. The lump sum price shall also include but not be limited to removal, protection, storage of existing signs, decorative stone, landscaping, and sprinkler systems existing within the work zone. All items shall be restored to as existing (such as existing pavers) or better condition and as per plans. |Request for Proposal No. 14‐11‐01 2 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 3 Clearing and Stripping 1 LS 4 NBR- North Bay Road South of NE 174th Street Clearing and Stripping 1 LS 5 Laboratory Testing 1 LS 6 Survey Stakeout & As-builts 1 LS 7 Stormwater Pollution Prevention Plan (Required) & NPDES Permitting & Monitoring where applicable 1 LS SUBTOTAL ITEMS 3 - 7 $_____________ LANDSCAPE AND IRRIGATION ITEMS 8 – 9 |Request for Proposal No. 14‐11‐01 3 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL The price for each item shall include but not be limited to all labor, equipment and materials necessary to install and construct these items in accordance with these contract documents. All landscaping unit prices shall include soil amendments needed i.e. mulch, soil, fertilizer and installation. 8 AFI – Annual Flower. 12” SPR Pots 12” O.A, 12” O.C. Selection by LA at time of Planting 1,950 EACH 9 BK14 – Bismarkia Nobilis Silver. Specimen 14’ – 16’ CT Matched 64 EACH 10 CN3 – Codiaeum “Norma” Croton Norma. 24” HT, 12” wide, 18” OC, 3 gal. 24” O.C 2,831 EACH 11 FM3 – Ficus Microcarpia Green Island Ficus. 18” SPR. 3 gal. Full pot, 24” O.C 3,905 EACH 12 IV3-Ilex Vomitoria Schellings Dwarf. 12” HT, 12-18” SPR., 24” O.C 315 EACH 13 PD37 – Phoenix Roebelinii Pygmy Date Palm, Triple. 6’ OA. Min Double, 5’ & 3’ CT, field grown 6 EACH |Request for Proposal No. 14‐11‐01 4 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 14 PHD14 – Phoenix Dactylifera Medjool Date Palm. 28’ O.A. Min matched specimen palms 13 EACH 15 Hunter DUAL-1 decoders and DUAL-S: Locate at each valve. Installed per spec. 13 EACH 16 Hunter IC-600-pl Dual 48M, DUAL-1: Decoders and DUAL-S with 2-wire decoder controller with 48 station capacity, plastic pedestal, ACC-PED. locate at each valve, installed per spec. 1 EACH 17 Hunter Solar-Sync SEN: Solar, rain freeze sensor with outdoor interface. Connects to Hunter PCC, Pro-C, and I-Core Controllers, install as per manufacturer’s instructions. Wired and installed per spec. 1 EA 18 Irrigation Lateral Line: PVC Class 160 SDR 26PVC Class 315 for 1/2" pipe, PVC Class 200 for 3/4" pipe, PVC Class 160 SDR 26 for 1" and above. Installed per spec. 6,500 LF |Request for Proposal No. 14‐11‐01 5 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 19 Irrigation Mainline: 2 1/2" PVC Class 200 SDR 2 PVC Class 200 irrigation pipe. Installed per spec. 1,800 LF 20 Irrigation Pipe Sleeve: HDPE PE4710 DR 11 (202psi). Installed per spec. 560 LF 21 Nibco T-113-K Class 125 bronze gate Valve: Includes shut off valve with cross handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" and installed per spec. 1 EACH 22 Rain Bird 1806-SAM-PRS 5 Series MPR Stream Bubbler: Place on riser with pressure regulation nozzle for spacing as shown on plans, and installed per spec. 551 EACH 23 Rain Bird PGA-PRS-D- Globe Electric Remote Control Valve, Globe. With Pressure Regulator Module: Electric w/ 24V Solenoid - 2" Installed per spec. EACH 13 |Request for Proposal No. 14‐11‐01 6 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 24 RAINBIRD 1806-SAM-PRS SERIES: Flat Trajectory Nozzles 12" commercial pop- up on riser nozzle as shown on plans and installed per spec. EACH 314 25 Reconnect proposed irrigation system to two (2) existing 2" City Water Meter and meter enclosure per plan specifications. LS 1 SUBTOTAL LANDSCAPE AND IRRIGATION ITEMS 8 - 25 $_____________ ROADWORK ITEMS 26 – 51 The price for each road work item shall include but not be limited to all labor, equipment and materials necessary to install and construct these items in accordance with these contract documents. 26 Striping (Thermoplastic) 1 LS 27 NBR - Striping (Thermoplastic) 1 LS |Request for Proposal No. 14‐11‐01 7 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 28 Striping (Green Colored Pavement - Per MUTCD) 1 LS 29 1" Milling of Existing Road for NE 174th Street West of North Bay Road 5,209 SY 30 NBR - 1" Milling of Existing North Bay Road South of NE 174th Street 1,056 SY 31 1" SP-9.5 Asphalt Overlay in Milled Road Section West of N. Bay Road 5,209 SY 32 NBR - 1" SP-9.5 Asphalt Overlay in Milled North Bay Road Section South of NE 174th Street 1,056 SY 33 3" Type SP-9.5 Asphalt (2 Equal Lifts) for Reconstructed Road East of N. Bay Road 9,243 SY 34 12" Limerock Base Course for Road Reconstruction (98% Compacted) 10,186 SY |Request for Proposal No. 14‐11‐01 8 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 35 12" Subbase Course for Road Reconstruction (95% Compacted) 13,257 SY 36 Tencate Mirafi RS380i (15' x 300' Roll) 23,357 SY 37 FDOT F-Curb 3,476 LF 38 NBR - FDOT F-Curb 250 LF 39 NBR - FDOT D-Curb 52 LF 40 Modified FDOT F-Curb 3,213 LF 41 2' Valley Gutter 396 LF |Request for Proposal No. 14‐11‐01 9 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 42 5' Wide x 6" Thick Concrete Sidewalk (3000 psi) including H/C Sidewalk Ramp as Per Plans 1,948 SY 43 NBR - 5' Wide x 6" Thick Concrete Sidewalk (3000 psi) including H/C Sidewalk Ramp as Per Plans within North Bay Road South of NE 174th Street 139 SY 44 Detectable Warning Surfaces 32 EA 45 NBR - Detectable Warning Surfaces within North Bay Road south of NE 174th Street 1 EA 46 Furnish and Install Paveway STS® System (Intersection & Crosswalk) Ruby - Diagonal Herringbone w/Soldier Course Border 1 LS |Request for Proposal No. 14‐11‐01 10 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 47 Install 3" Speed Humps 12' Long (widths vary) with Pavement Markings as per plans (varying widths) 9 EA 48 Reinstall/Relocate Existing Signs 1 LS 49 NBR - Reinstall/Relocate Existing Signs 1 LS 50 Install New Speed Hump Signs (W17-1); Poles to Match Existing Poles 1 EA 51 Reinstall Existing Bollards 1 LS SUBTOTAL ROADWORK ITEMS 26 - 51 $_____________ STORMWATER STRUCTURES ITEMS 52 – 61 |Request for Proposal No. 14‐11‐01 11 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL The price for each drainage structure construction item shall include but not be limited to all labor, equipment and materials necessary to install and construct these items in accordance with these contract documents which include all saw cutting, asphalt removal and disposal, excavation, de-watering where applicable, de-watering & NPDES permits, including the required construction of best management practices to maintain turbidity within the required NPDES standards during the duration of the project, bedding material, backfill base material, sodding, curbing, sidewalk, backfill limerock base material, compaction, material to be restored to same elevation as existing asphalt pavement (grade to slope) grading, testing, inspections and any other miscellaneous work. 52 Curb Inlet Type 5 w/Round Bottom & USF 5160-5310 4 EA 53 Curb Inlet Type 6 w/Round Bottom & USF 5160-5310 9 EA 54 J7 Manhole w/48" Square Bottom & USF 580 3 EA 55 Type 7 Manhole w/48" Round Bottom & USF 580 8 EA 56 Type 7 Manhole w/60" Round Bottom & USF 580 1 EA |Request for Proposal No. 14‐11‐01 12 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 57 Type 7 Manhole Top w/USF 580 2 EA 58 FDOT Type C Inlet w/USF 5112-6143 4 EA 59 6' x 6' Manhole Control Structure W/USF 580 (2) & Concrete Weir 1 EA 60 NBR - Modified Type E Inlet w/USF 6608 1 EA 61 6' Diameter Downstream Defender 1 EA SUBTOTAL STORMWATER STRUCTURES ITEMS 52 - 61 $_____________ STORMWATER PIPES 62 – 67 The price for each drainage pipe construction item shall include but not be limited to all labor, equipment and materials necessary to install and construct these items in accordance with these contract documents which include all saw cutting, asphalt removal and disposal, excavation, de-watering where possible, de-watering & NPDES permits, including the |Request for Proposal No. 14‐11‐01 13 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL required construction of best management practices to maintain turbidity within the required NPDES standards during the duration of the project, bedding material, backfill base material, sodding, curbing, sidewalk, backfill limerock base material, compaction, material to be restored to same elevation as existing asphalt pavement (grade to slope) grading, testing, inspections and any other miscellaneous work. 62 15" A2000 PVC 406 LF 63 18" A2000 PVC 380 LF 64 24" A2000 PVC 696 LF 65 30" A2000 PVC 383 LF 66 36" A2000 PVC 534 LF 67 36" Checkmate Valve w/316 SS Clamp 1 EA |Request for Proposal No. 14‐11‐01 14 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL SUBTOTAL STORMWATER PIPES ITEMS 62 - 67 $_____________ UTILITIES 68 – 73 The price for each construction item shall include but not be limited to all labor, equipment and materials necessary to install and construct these items in accordance with these contract documents which include all saw cutting, asphalt removal and disposal, excavation, de-watering where possible, de-watering & NPDES permits, including the required construction of best management practices to maintain turbidity within the required NPDES standards during the duration of the project, bedding material, backfill base material, sodding, curbing, sidewalk, backfill limerock base material, compaction, material to be restored to same elevation as existing asphalt pavement (grade to slope) grading, testing, inspections and any other miscellaneous work. 68 6" DIP WM Deflection (incl. Bends, fittings, pipe) 1 EA 69 Modification of Existing Sanitary Manhole Per MDC-WASD Standards 1 EA 70 Adjustment of Covers for Existing Utilities (where necessary) 1 LS |Request for Proposal No. 14‐11‐01 15 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 71 Deflection of Existing BCTV & Coordinate w/Utility 4 EA 72 Deflection of Existing Buried Telephone, FOC & Coordination w/Utility 1 EA 73 Deflection of Existing Buried Electric (Conduit only not ductwork) 3 EA SUBTOTAL ROADWORK ITEMS 68 - 73 $_____________ MISCELLANEOUS ITEMS 74 - 86 74 Installation of Bus Shelters (Contractor to coordinate with Manufacturer for necessary Engineered documents) w/necessary concrete work to meet dimension requirements and product specifications with reinstallation of existing benches. 3 EA |Request for Proposal No. 14‐11‐01 16 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL Include Coordination with Miami-Dade County Transit for all work involving Shelters and routes. 75 Removal/Disposal of Existing Drainage Structure or Top 4 EA 76 Removal/Disposal of Existing Storm Pipe 529 LF 77 Installation of Traffic Signal Loop (to be coordinated w/MDC-Traffic Engineering w/MDC-Approved Contractor) 1 LS 78 Relocation of Existing Landscape Light Pole (including electric) 2 EA 79 Installation of New Light Pole (including electric) 2 EA 80 Core & Install Proposed Pipe to Existing Seawall 1 LS |Request for Proposal No. 14‐11‐01 17 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 81 Connect Existing Drainage to Proposed Drainage 2 EA 82 Remove Existing Parking Meters; Electric, Irrigation, & Sod to be included within North Bay Road South of NE 174th Street 1 LS 83 Reinstall Existing Parking Meters; Electric, Irrigation, & Sod to be included within North Bay Road South of NE 174th Street 1 LS 84 Desilting of Existing Drainage 1 LS 85 NBR - Remove and Replace Existing Conc. Post & Reinstall Guardrail 1 LS 86 Furnish & Install Manatee Grate 1 LS SUBTOTAL MISCELLANEOUS ITEMS 74 - 86 $_____________ |Request for Proposal No. 14‐11‐01 18 CITY OF SUNNY ISLES BEACH NE 174TH STREET ROADWAY IMPROVEMENTS CSIB RFP NO. 14-11-01 CAS PROJECT NO. 14-1758 BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING LUMP SUM AND/OR UNIT PRICES. ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL BID SUBTOTAL (ITEMS 1 - 86) $_____________ 87 Project Contingency To be used at the sole discretion and direction of the Owner. 1 LS 10% 88 Permit Allowance 1 LS - $15,000.00 89 Electrical contingency – For the relocation/deflection of existing buried street light conduit (in excess of that specified in bid item #73) as reasonably necessary to accommodate proposed improvements. Shall be used solely at the discretion of the City. 15 EA $_______ (As stated in Bid Item #73) BID TOTAL (1 – 89) NOTE: The Quantities shown in this Bid Form are estimates only. They are generally representative of the work that will be required by the Contractor. The Contractor shall be responsible for verifying all quantities prior to bid. The Contractor shall ensure that ALL work for the proposed right-of-way improvements is completed for the TOTAL price submitted on this Bid Form. The Bidder, by signing this Bid Form and Contract fully acknowledges that he/she will receive no additional compensation (no overhead, no anticipated profits etc.), other than the bid unit price of these items times the number of items authorized, ordered, installed and accepted by the City; unless it can be proven and agreed to in writing by the City that additional work is required (prior to commencement of additional work). ORLANDO A. RUBIO, P.E. 48265 CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS-PLANNERS-SURVEYORS NO.REVISIONDATE BY Checked: Drawn: Designed: CAS PROJECT NUMBER SHEET FLORIDA PROFESSIONAL ENGINEER NO. APPROVED BY: DATE PREPARED FOR:Date: THE CITY OF SUNNY ISLES BEACH MIAMI-DADE COUNTY, FLORIDA N.E. 174th STREET ROADWAY IMPROVEMENTS 14-1758 02/19/14 OAR MM OAR PAVEMENT MARKING PLAN 2 > % K V K G U A 8 K N N C I G U A 6 Q Y P U > 5 W P P [ A + U N G U A $ G C E J > Á Á 5 7 0 0 ; + 5 . ' 5 Á 5 6 Á 5 9 Á 2 # 8 ' / 6 Á + / 2 > Á ' P I K P G G T K P I > 2 N C P U > Á Á % Á Á 2 / 5 F Y I # / O O C T G P E Q ORLANDO A. RUBIO, P.E. 48265 CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS-PLANNERS-SURVEYORS NO.REVISIONDATE BY Checked: Drawn: Designed: CAS PROJECT NUMBER SHEET FLORIDA PROFESSIONAL ENGINEER NO. APPROVED BY: DATE PREPARED FOR:Date: THE CITY OF SUNNY ISLES BEACH MIAMI-DADE COUNTY, FLORIDA N.E. 174th STREET ROADWAY IMPROVEMENTS 14-1758 02/19/14 OAR MM OAR PAVEMENT MARKING PLAN 2 > % K V K G U A 8 K N N C I G U A 6 Q Y P U > 5 W P P [ A + U N G U A $ G C E J > Á Á 5 7 0 0 ; + 5 . ' 5 Á 5 6 Á 5 9 Á 2 # 8 ' / 6 Á + / 2 > Á ' P I K P G G T K P I > 2 N C P U > Á Á % Á Á 2 / 5 F Y I # / O O C T G P E Q ORLANDO A. RUBIO, P.E. 48265 CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS-PLANNERS-SURVEYORS NO.REVISIONDATE BY Checked: Drawn: Designed: CAS PROJECT NUMBER SHEET FLORIDA PROFESSIONAL ENGINEER NO. APPROVED BY: DATE PREPARED FOR:Date: THE CITY OF SUNNY ISLES BEACH MIAMI-DADE COUNTY, FLORIDA N.E. 174th STREET ROADWAY IMPROVEMENTS 14-1758 02/19/14 OAR MM OAR PAVEMENT MARKING PLAN 2 > % K V K G U A 8 K N N C I G U A 6 Q Y P U > 5 W P P [ A + U N G U A $ G C E J > Á Á 5 7 0 0 ; + 5 . ' 5 Á 5 6 Á 5 9 Á 2 # 8 ' / 6 Á + / 2 > Á ' P I K P G G T K P I > 2 N C P U > Á Á % Á Á 2 / 5 F Y I # / O O C T G P E Q ORLANDO A. RUBIO, P.E. 48265 CRAIG A. SMITH & ASSOCIATES CONSULTING ENGINEERS-PLANNERS-SURVEYORS NO.REVISIONDATE BY Checked: Drawn: Designed: CAS PROJECT NUMBER SHEET FLORIDA PROFESSIONAL ENGINEER NO. APPROVED BY: DATE PREPARED FOR:Date: THE CITY OF SUNNY ISLES BEACH MIAMI-DADE COUNTY, FLORIDA N.E. 174th STREET ROADWAY IMPROVEMENTS 14-1758 02/19/14 OAR MM OAR STANDARD DETAILS 2 > % K V K G U A 8 K N N C I G U A 6 Q Y P U > 5 W P P [ A + U N G U A $ G C E J > Á Á 5 7 0 0 ; + 5 . ' 5 Á 5 6 Á 5 9 Á 2 # 8 ' / 6 Á + / 2 > Á ' P I K P G G T K P I > 2 N C P U > Á Á % Á Á & 6 . 5 F Y I 2 / O O C T G P E Q 9+68.88 174th Avenue CL CL M a t c h l i n e A R/W R/W 2 2 IV3 75 FM3 155 CN3 106 PHD14 3 AF1 75AF1 75 PD37 3 FM3 70 CN3 85 30' DIAMETER LIGHT HALO AF1 75 FM3 142CN3 100 BK14 3 BK14 12 BK14 16 FM3 716 CN3 442 AF1 75 AF1 75 AF1 75 FM3 244CN3 122 AF1 75 AF1 75 30' DIAMETER LIGHT HALO Master Plant List AF1 75AF1 75 AF1 ANNUAL FLOWER 12"SPR. POTS. 12" O.A. 12" O.C. 1 GAL. SELECTION BY L.A. AT TIME OF PLANTING 2100 BK14 BISMARCKIA NOBILIS SILVER SPECIMEN, 14'-16' CT MATCHED. 65 CN3 CODIAEUM "NORMA" CROTON NORMA 24" HT, 12" WIDE, 18" OC 3 gal. 24" O.C 2831 FM3 FICUS MICROCARPA GREEN ISLAND FICUS 18" SPR. 3 GAL. FULLPOT, 24" O.C.3905 IV3 ILEX VOMITORIA SCHELLINGS DWARF 12" HT. X 12-18" SPR., 24" O.C.315 PD37 PHOENIX ROEBELENII PYGMY DATE PALM, TRIPLE" 6' OA., MIN. TRIPLE HDS. 5' to 3' CT. FIELD GROWN 6 PHD14 PHOENIX DACTYLIFERA MEDJOOL DATE PALM 28' O.A. MIN. 14' CT MATCHED SPECIMEN PALMS 13 1 1 1 Accentuate utility service lines JS Revised for underground utilities 11-25-14 2 LANDSCAPE BID CONDITIONS The quantities on the plant list are for the convenience of the contractor only and not to be considered as the ﬁnal quantitiy for installation. The callouts and entities drawn on the plans take precedence over the plant list.! ! The contractor shall be responsable for his own takeoffs of the plantings drawn.! ! The contractor shall be expected to visit the site prior to bid. the contractor shall have an understanding of the on site conditions to prepare his bid. Any questions concerning conditions are to be brought to the owners attention prior to bid.! ! Any discrepensies concerning the materials or conditions of the site that shall inhibit the installation as drawn shall be brought to the attention of the owners representatives. Issues found prior to bid will become a condition of the bid after the award of the contract.! ! After the award of the contract, any discrepancies in the plans or additional materials and costs because of pre-existing conditions at the site shall not be a reason for any additional charges to the owners.! ! These bid conditions are not to be considered all inclusive. There may be additional conditions included in other documents of the construction agreement. It is the contractors responsability to make himself and his subcontractors aware of any other such conditions.! ! 1. 2. 3. 4. 5. 6. See sheet L-5 for planting details and speciﬁcations. Notes Concerning Existing Underground Electrical Where in conﬂict, the contractor shall adjust the existing underground electrical wires to accomodate the root ball in the aproximate locations shown. Any divergence from the locations shall be brought to the attention of the City for approval prior to the installation of any materials. The relocation of any electrical shall be included in the base bid as a seperate item, (see bid form). 2 9+68.88 B B EJB EJB EMH WM WM ICV FH ICV SMH SMH 11+00 12+00 13+00 EMH EJB EJB EJB EMH EJB WM ICV FH FH WMWM ICV SMH SMH 14+00 15+00 16+00 17+00 18+00 North! Scale, 1"= 20' ROW Line ROW Line ROW Line ROW Line EXISTING LIGHT LIGHT LIGHT LIGHT LIGHT 10+00 M a t c h l i n e A M a t c h l i n e B M a t c h l i n e B M a t c h l i n e C FH FH CL CL CL CL 174th Avenue 174th Avenue R/W R/W R/W R/W R/W R/W R/W R/W LIGHT B G WL SN S SN S B G WL R C T V BE BE BE BE BE BE BE BE BE BE BE BE BE BE SAN SNS SAN SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SAN SL SL SL SAN SAN SAN BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE SLSLSL SAN SAN SAN SAN SAN SAN SAN BT WS WS SD WS WS WS BCTV BTW BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BE BE BG BG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WL WL SA N BE BE BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WLWLWLWLWLWLWLWL WL WLWL WL WL WL WL WL WLWL WLWL WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL JS O'Leary Comments11-11-14 1 ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO.j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl.! Landscape Plan SHEET L-1 Date: 8-25-14 Drawn By: JS 174th Avenue 174th Avenue CL 2 2 IV3 60 FM3 116 CN3 85 PHD14 1 3' DIAMETER LIGHT HALO AF1 75 IV3 75 triple row FM3 184 CN3 75 PHD14 3 BK14 8 30' DIAMETER LIGHT HALO AF1 75 BK14 3 FM3 115 CN3 108 AF1 75 AF1 75 AF1 75 AF1 75 FM3 502 CN3 385 AF1 75 AF1 75 PD37 3 JS Revised for underground utilities 11-25-14 2 Notes Concerning Existing Underground Electrical Where in conﬂict, the contractor shall adjust the existing underground electrical wires to accomodate the root ball in the aproximate locations shown. Any divergence from the locations shall be brought to the attention of the City for approval prior to the installation of any materials. The relocation of any electrical shall be included in the base bid as a seperate item, (see bid form). 2 EJB EMH EJB EMH EJB EJB ICV ICV WM SMH SMH GSV GSV GSV 19+00 20+00 21+00 22+00 4 2 + 0 0 4 3 + 0 0 44 + 0 0 EMH EJB EJB EJB EJB EJB EJB EJB EJB EJB EJB FH ICV ICV FH WM SMH TMH G S V GSV 22+00 23+00 24+00 25+00 26+00 North! Scale, 1"= 20' ROW Line LIGHT LIGHT LIGHT EXISTING LIGHT LIGHT M a t c h l i n e C M a t c h l i n e D M a t c h l i n e D Ma t c h l i n e E CL CL CL CL R/W R/W R/W R/W R/W R/W R/W R/W 174th Avenue No r t h B a y R o a d No r t h B a y R o a d BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BEBE BE BE BE <E><E><E><E><E> SL SL SL SL SL SL SL SANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SL SL SL SL SL SL SL SL SL SL SL WL WL WL BG BG BG BGBGBGBG BG BG BG BG BGBGBGBGBGBG BCTV BCTV BCTV BCTVBCTVBCTVBCTVBCTV WL WL WL WL WL WL WL WL SL SL SL SL S L S L S L S L BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTWLWLWL WL WL WL WL WL WL SL WL BT SL SL SL SL SL SL SL BT BT BT BT BT BT BT BT BT BT BT BT BT BT WLWL WL WLWLWLWLWLWLWLWLWLWLWLWLWLWL SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG SA N BE BE GS GS GS BE SL SL SL UN K UN K BT BT VAULT WS WS SD SD SD SD BG BG BG BE BE UN K UN K ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO. ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl.JS O'Leary Comments11-11-14 1 j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com Landscape Plan SHEET L-2 155156157158159160161162163164165166167168 169 170 171172173174 175 176 177 069 178 046 047 048 049 ROW Line ROW Line Date: 8-25-14 Drawn By: JS R/W R/ W R/ W 2 FM3! 375 CN3! 253 Seasonal color! Mass to complete ! ends of islands! coordinate selection with ! the landscap[e architect BK14! 5 FM3! 288 30' DIAMETER LIGHT HALO FM3! 698 CN3! 69730' DIAMETER LIGHT HALO AF1 75 AF1 75 AF1 75 AF1 75 CN3 155 AF1 75 AF1 75 30' DIAMETER LIGHT HALO BK14! 11 BK14! 6 JS Revised for underground utilities 11-25-14 2 Notes Concerning Existing Underground Electrical Where in conﬂict, the contractor shall adjust the existing underground electrical wires to accomodate the root ball in the aproximate locations shown. Any divergence from the locations shall be brought to the attention of the City for approval prior to the installation of any materials. The relocation of any electrical shall be included in the base bid as a seperate item, (see bid form). 2 EJBEJB EJB EJB EJB EMH EJB EMH EJB EJB EJBEJB ICV ICV FH WM SMH SMH TMH GSV G S V 26+00 27+00 28+0 0 29+0 0 30+00 31+00 32+00 North! Scale, 1"= 20' ROW Line LIGHT LIGHT EXISTING LIGHT LIGHT Ma t c h l i n e E Ma t c h l i n e F CL CL CL R/W R/W R/W R/W 174t h A v e n u e 174th Avenue <E><E> <E><E> <E> <E> <E> <E> <E> <E> <E> <E> <E> <E> <E> <E> <E> SAN SAN SAN SAN SAN SAN <E> <E> <E> <E> <E> <E> <E><E><E><E> WS WS WS WS WS BESAN BE BE BE BE BE BE IRR BE BESAN SAN SAN SAN SAN BG VAULT BG BG SA N B G B G BE BE BE BE BE BE BE SAN SAN SAN BE BE BE BE BE BE BE SAN SAN SAN SAN SAN BGBGBG BG BG BG BG BG BG BG BG BG BG BG BG BCTV BG BG BG BT BT VAULT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WL IRR $USER$ ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO.j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl. Date: 8-25-14 Drawn By: JS JS O'Leary Comments11-11-14 1 Landscape Plan SHEET L-3 069 178 179 180 129 130 131 132 133134135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150151152153154 C L 2 IV3 105AF1 75 FM3 150 CN3 109 BK14 3 AF1 75 PHD14 6 FM3 150 CN3 109 AF1 75 JS Revised for underground utilities 11-25-14 2 Notes Concerning Existing Underground Electrical Where in conﬂict, the contractor shall adjust the existing underground electrical wires to accomodate the root ball in the aproximate locations shown. Any divergence from the locations shall be brought to the attention of the City for approval prior to the installation of any materials. The relocation of any electrical shall be included in the base bid as a seperate item, (see bid form). 2 P UR EJB EJB EJB EJBEJB EJBEJB EJB EMH EJB EJBEJB EJB EJB EJB EJB EMH EMH EJB FH ICV ICVWM FH WM SMH SMH 37+15.44 33+00 34+00 35+00 36+00 37+00 A1 A North! Scale, 1"= 20' ROW Line ROW Line LIGHT LIGHTLIGHT LIGHT M a t c h l i n e F CL CL CL ROW Line ROW Line ROW Line ROW Line 174th Avenue CL <E><E><E><E><E><E><E><E><E><E><E><E><E><E> <E><E><E><E><E> BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL BE BE BE BE BE BE BE BE BE BE BE BE BE BE SAN SAN SANSAN SAN IRR SAN SAN SAN SAN SAN SAN SAN BGBGBGBGBG BGBGBGBGBGBGBGBGBGBGBGBG SD SD SD WS WS WS WS WS WS WS SA N Date: 8-25-14 Drawn By: JS ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO.j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl.JS O'qLeary Comments11-11-14 1 Landscape Plan SHEET L-4 181 182 125126127 128 COMPACTED SUBGRADE JS Revised for underground utilities 11-25-14 2 Date: 8-25-14 Drawn By: JS (IF CONTAINERIZED REMOVE ENTIRE CONTAINER) AROUND BATTENS. (2) WRAPPED STEEL GALV. BANDS (5) LAYERS OF BURLAP (4) 2"X4" PRESSURE TREATED WOOD BRACES (DO NOT PUNCTURE TRUNK.) TOENAIL 2X4 BRACES TO BATTENS. (5) 2"X4"X16" BATTENS PLUMB & SET PALMS TRUE TO GRADE. DO NOT TIE ROYAL PALMS. ON SABALS & WASHINGTON PALMS. NOT TRIM ENDS, LEAVE FRONDS TIED TO PROTECT GROWING TIP. DO TIE FRONDS DURING TRANSPORTING NOTE: 6" MIN. 1" LAYER MULCH OVER ROOT BALL. MULCH SHALL! BE KEPT 6" FROM TRUNK. REMOVE BURLAP AT TOP 1/3 OF PLANT BALL. 6" TEMPORARY WATERING BASIN FINISHED GRADE FERTILIZER TABLETS 2"X4"X24" PRESSURE TREATED STAKES, ANCHOR 3" MIN. BELOW GRADE. COMPACTED BACKFILL MIX BACKFILL MIXTURE! PLANTING HOLE SHALL BE DUG A MIN.! OF 2X THE SIZE OF THE ROOTBALL AND ! 4" DEEPER PALM PLANTING DETAIL A NOT TO SCALE NOTE: TREE SHALL BE PLANTED AT A DEPTH SUCH THAT 10% OF THE ROOTBALL IS ABOVE GRADE. NOT TO SCALE SINGLE TRUNK GUYING AND PLANTING DETAIL C FINISH GRADE ROOT BALL TREE (2-3" CAL. SINGLE-TRUNK) WATER BASIN BLACK NYLON STRAPPING THREE PER TREE MIN. REDWOOD DEADMAN 2"x4"x24" BURIED 2 FEET IN GROUND OR GALVANIZED STEEL SPIKES 30" LONG 3/4" PVC 3" MULCH TOP SOIL BACKFILL(MIN. OF 3 GUYS AT EACH TREE) IN HEAVY CLAY SOILS OR WHERE THERE IS A HARD PAN, AUGER AN 8" HOLE 6' DEEP OR THROUGH THE HARD PAN. PLACE ROOTBALL ON MOUND OF TAMPED FIRM TOPSOIL PLANT PIT SHALL BE 2.5 X AS FERTILIZER TABLETS WIDE AS ROOT BALL AND A MINIMUM OF 4" DEEPER 6' - 0 " 8" + 2' - 0 " 4"MI N . 6" CLEAR RADUIS TO TRUNK BASE TYP. NOTE: TREE SHALL BE PLANTED AT A DEPTH SUCH THAT 10% OF THE ROOTBALL IS ABOVE GRADE AND THE ROOT-FLARE AND TOP OF THE FIRST ORDER ROOT(S) ARE FULLY VISIBLE. PER PLAN. O.C. SPACING AS BACKFILL MIXTURE EDGE OF ROOT MASS WITH PREPARED EXISTING SUBSOIL REMOVE ENTIRE CONTAINER BEFORE PLANTING BACKFILL BETWEEN PLANTS 6" BEYOND 6" PLANTING SOIL-(PER SPECS) FINISHED GRADE MIN. 3" LAYER MULCH IN ENTIRE BED. GROUNDCOVER/ANNUALS PLANTING DETAIL D NOT TO SCALE FINISHED GRADE (IF CONTAINERIZED REMOVE ENTIRE CONTAINER) EXISTING SUBSOIL BACKFILL MIXTURE FERTILIZER TABLETS 4" TEMPORARY WATERING BASIN REMOVE BURLAP AT TOP 1/3 OF PLANT BALL. MIN. 3" LAYER MULCH IN ENTIRE BED. SHRUB PLANTING DETAIL B NOT TO SCALE TOP OF ROOTBALL SHALL BE 10%! ABOVE FINISHED GRADE. + + + + + ++ + +++++SHALL BE PLANTED WITH TRIANGULAR SPACING ALL LINEAR SHRUBS AND HEDGE ROWS PLANTING SPACE DETAIL E NOT TO SCALE Tree Protection Detail Linear Application of "DeepRoot Tree Root Barriers" at Time root barrier so that top of barrier is 2" (5cm) 1. Prepare base and subgrade INSTALLATION SEQUENCE: TREE ROOTS. FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS TREE ROOT BARRIER INSET INTO CONCRETE. TYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT 2. Trench to appropriate depth for installation of THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE of Installing Concrete Sidewalks and Curbs WILL BE 2" (5CM) BELOW FINISH GRADE OF CURB, AND SET below finish grade of top of curb. face toward tree roots. 3. Place root barrier in trench, vertical ribs must 4. Backfill and compact to requirements. 5. Place form material against barrier (It may be nailed from the outside of the form) (It may be nailed from the outside 5. Place form material against barrier 4. Backfill and compact to requirements. 3. Place root barrier in trench, vertical finish grade of top of sidewalk (or 2. Trench to appropriate depth for 1. Prepare base and subgrade ribs must face toward tree roots. INSTALLATION SEQUENCE: FACE TOWARD TREE ROOTS. COMPACTED BASE (or halfway between base SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE BARRIER INSTALLED IN A TRENCH IN SUBGRADE WITH DEEPROOT TREE ROOT BARRIER INSET INTO TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK CONCRETE WHICH IS THEN COMPACTED. BARRIER IS SET and finish grade of SW). BARRIER RIBS installation of root barrier so that top of barrier is 2" (5cm) below halfway between top of compacted base and finish grade of SW) of the form) Curb and Gutter Typical DeepRoot UB 24-2. Optional use of UB 18-2. Minimum 6 panels or 12 linear feet (3.66m). IMPORTANT NOTE: Tree location must align Sidewalk with "as-built" center of barrier. DeepRoot UB 24-2,UB 18-2 or LB 12-2 5/8" (16mm) grade of curb(5cm) below finishTop of root barrier 2" "A" Typical DeepRoot UB 24-2,optional use of UB 18-2 Subgrade compaction Compacted crushed base. "A" optional use of UB 18-2Typical DeepRoot UB 24-2, Top of root barrier 2" (5cm) below Concrete Subgrade compaction Compacted crushed base finish grade of curb Concrete Base Subgrade GNOT TO SCALE TREE PROTECTION/TEMPORARY BARRIER DETAIL NOT TO SCALE F BEING PREPARED FOR SOD INSTALLATION. PAVING & GRADING IS COMPLETE. FENCE TO BE REMOVED AT TIME SITE IS NOTE: ERECT FENCE PRIOR TO BEGINNING DEMOLITION. LEAVE INPLACE UNTIL ALL EXISTING GRADE (3) 2X4 WOOD FENCE RAILS EVENLY SPACED ON POSTS AS NOTED W/ ORANGE MESH FABRIC ATTACHED Tree canopy dripline 18" 18" 12" 2X4 WOOD POSTS AT ALL FOUR CORNERS WITH INTERMEDIATE POSTS AS REQUIRED. SINK POSTS 18" DEEP IN GROUND 4' P L A N T I N G N O T E S: 1. ALL SIZES SHOWN FOR PLANT MATERIAL ON PLAN ARE TO BE CONSIDERED AS MINIMUMS. ALL PLANT MATERIAL MUST MEET OR EXCEED THESE MINIMUM REQUIREMENTS FOR BOTH HEIGHT AND SPREAD. ANY OTHER REQUIREMENTS FOR SPECIFIC SHAPE OR EFFECT AS NOTED ON THE PLAN WILL ALSO BE REQUIRED FOR FINAL ACCEPTANCE. 2. ALL PLANT MATERIAL FURNISHED BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE SPECIFIED SHALL BE FLORIDA NO.1 OR BETTER, AND SHALL BE INSTALLED AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PART I & II, STATE PLANT BOARD OF FLORIDA. LATEST EDITION 3. IN ADDITION TO THESE REQUIREMENTS ALL LOCAL LANDSCAPE CODES AND REQUIREMENTS SHALL BE MET IN ORDER TO SATISFY THE REVIEW AND APPROVAL OF THE GOVERNING MUNICIPALITY. 4. ALL LANDSCAPING SCHEDULED TO OCCUR IN VEHICULAR USE AREAS SHALL BE PROTECTED FROM VEHICULAR ENCROACHMENT BY CURBING OR OTHER DURABLE BARRIERS. 5. ALL PLANTING HOLES SHALL BE A MINIMUM OF 2 1/2 TIMES THE DIAMETER OF THE PLANT BALL. ALL PLANTING HOLES SHALL BE EXCAVATED TO REMOVE ALL OBJECTIONABLE MATERIALS, SUCH AS ASPHALT, SUB-BASE, CONCRETE, ROCK, CAUSTIC MATERIALS WITH AN EXCESSIVE SOIL Ph, OR SIMILAR MATERIALS NOT SUITED FOR LANDSCAPE PLANTING. 6. ALL PLANT MATERIALS SHALL BE PLANTED IN 50/50 PLANTING SOIL THAT IS DELIVERED TO THE SITE IN A CLEAN, LOOSE AND FRIABLE CONDITION. ALL SOIL SHALL HAVE A WELL DRAINED CHARACTERISTIC. SOIL MUST BE FREE OF ALL ROCKS, STICKS, OBJECTIONABLE DEBRIS INCLUDING WEEDS AND WEED SEED. 7. ALL PLANT MATERIALS SHALL BE THOROUGHLY WATERED IN AT THE TIME OF PLANTING. NO DRY PLANTING SHALL BE PERMITTED. ALL PLANT MATERIALS SHALL BE PLANTED SUCH THAT THE TOP OF THE PLANT BALL IS FLUSH WITH THE SURROUNDING GRADE. 8. ALL PLANT MATERIALS SHALL BE INSTALLED WITH FERTILIZER WHICH SHALL BE STATE APPROVED AS A COMPLETE FERTILIZER CONTAINING THE REQUIRED MINIMUM OF TRACE MINOR ELEMENTS IN ADDITION TO N-P-K, OF WHICH 50% 0F THE NITROGEN SHALL BE DERIVED FROM AN ORGANIC SOURCE. 9. ALL LANDSCAPE AREAS NOT COVERED BY SHRUBS OR GROUND COVERED SHALL BE COVERED BY SOD AND ALL AREAS NOR COVERED BY SOD SHALL BE COVERED WITH EUCALYPTUS MULCH, TO A MINIMUM DEPTH OF THREE (3) INCHES OF COVER WHEN SETTLED. 10 .SOD (AS NOTED), SOLID SOD , AND SHALL BE LAID ON A SMOOTH PLANTING BASE WHICH HAS BEEN GRADED TO MEET THE DRAINAGE CHARACTERISTICS OF THE SITE. ALL SOD SHALL BE LAID WITH CLOSELY FITTED JOINTS, AND SHALL BE IN A GREEN AND HEALTHY GROWING CONDITION AT PLANTING. 11.ALL LANDSCAPE AREA SHALL BE IRRIGATED BY A FULLY AUTOMATIC SYSTEM ADJUSTED TO PROVIDE 150% COVERAGE OF ALL LANDSCAPE AREAS. ALL HEADS SHALL BE ADJUSTED TO MIN. 50% OVERLAP. INSTALLED WITH A MINI-CLIK RAIN SENSOR, (SEE IRRIGATION PLANS). 12. ANY SUBSTITUTIONS TO PLANT MATERIALS FOR AREAS AND ITEMS ADDRESSED BY LOCAL CODES SHALL BE APPROVED BY THE GOVERNING MUNICIPALITY PRIOR TO WORK PERFORMED. 13. ALL LANDSCAPE AREAS SHALL BE FINISH GRADED SUCH THAT THEY ARE FLUSH AND LEVEL WITH SURROUNDING PAVED SURFACES AS NOT TO IMPEDE THE FLOW OF DRAINAGE INTO LANDSCAPE AREAS AND TO PREVENT THE BACKWASH OF MULCH AND DEBRIS INTO PAVED AREAS. 14. ALL NEWLY LANDSCAPED AREAS SHALL BE EXCAVATED DOWN TO A DEPTH OF 24” BELOW FINAL GRADE AND BACK FILLED WITH CLEAN DEBRIS-FREE SOIL 15. PLANTING PLAN TAKES PRECEDENT OVER PLANT LIST. 16. TREE REMOVAL PERMITS ARE REQUIRED PRIOR TO ANY TREE REMOVAL, TO BE OBTAINED FROM THE BUILDING DEPARTMENT. MITIGATION IS REQUIRED UNDER THE TREE PRESERVATION SECTION OF THE APPLICABLE LAND DEVELOPMENT CODE. 17. LANDSCAPE PERMITS ARE REQUIRED BEFORE ANY PLANTING OCCURS. PERMITS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 18. LANDSCAPE ORDINANCE SPECIFICATIONS ON IRRIGATION AND INSTALLATIONS SUPERSEDE ANY NOTES ON THE PLAN. 19. IT IS REQUIRED THAT THE LANDSCAPE CONTRACTOR SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING WITH THE CITY LANDSCAPER. 20. WHERE REQUIRED BY CITY ORDINANCE THE COMPLETE INSTALLATION SHALL BE CERTIFIED BY THE FIRM PROVIDING THE DESIGN, PER. THE CONTRACTOR WILL PROVIDE 2 SETS OF SIGNED & SEALED AS BUILT PLANS TO THE OWNER 21. ROOT PROTECTION BARRIER SHALL BE INSTALLED IN ALL SITUATIONS WHERE TREES OR PALMS ARE PLANTED LESS THAN 10 FEET FROM ANY PAVEMENT OR BUILDING. THE BARRIER IS TO BE LOCATED AT THE GREATEST LIMIT OF THE AVAILABLE SPACE OR AGAINST THE EDGE OF PAVEMENT OR STRUCTURE. ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO. ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl. j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com JS O'Leary Comments11-11-14 1 Landscape Details SHEET L-5 9+68.88 174th Avenue CL CL M a t c h l i n e A R/W R/W 2 2 SMH 10+00 LIGHT IT'S THE LAW IN FLORIDA 1-800-432-4770 CALL SUNSHINE 48 HOURS BEFORE YOU DIG Any discrepensies concerning the materials or conditions of the site that shall inhibit the installation as drawn shall be brought to the attention of the owners representatives. Issues found prior to bid will become a condition of the bid after the award of the contract.! ! After the award of the contract, any discrepancies in the plans or additional materials and costs because of pre-existing conditions at the site shall not be a reason for any additional charges to the owners.! ! These bid conditions are not to be considered all inclusive. There may be additional conditions included in other documents of the construction agreement. It is the contractor's responsability to make himself and his subcontractors aware of any other such conditions.! ! Bid Notes The quantities on the plant list are for the convenience of the contractor only and not to be considered as the ﬁnal quantitiy for bid and installation. The callouts and entities drawn on the plans take precedence over the plant list.! ! The contractor shall be responsable for his own takeoffs of the plantings as drawn.! ! The contractor shall be expected to visit the site prior to bid. The contractor shall have an understanding of the on site conditions to prepare his bid. Conditions existing prior to bid will become a condition of the bid after the bid is accepted by the client.! ! ! ! 1. 2. 3. 4. 5. 6. SCHEDULE OF IRRIGATION HEADS Rain Bird 1806-SAM-PRS Series Turf Spray 6" popup with pressure regulator. Rain Bird 1806-SAM-PRS 8 Series MPR Turf Spray 6" popup with pressure regulator. Rain Bird 1806-SAM-PRS 10 Series MPR Turf Spray 6" popup with pressure regulator. Rain Bird 1806-SAM-PRS 12 Series MPR Turf Spray 6" popup with pressure regulator. Rain Bird 1806-SAM-PRS 15 Series MPR Turf Spray 6" popup with pressure regulator. Rain Bird 1806-SAM-PRS 5 Series MPR Stream Bubbler Rain Bird PGA-PRS-D- Globe 1", 1-1/2", 2" Electric Remote Control Valve, Globe. With Pressure Regulator Module. Nibco T-113-K Class 125 bronze gate shut off valve with cross handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" Hunter Solar-Sync Solar, rain freeze sensor with outdoor interface, connects to Hunter PCC, Pro-C, and I-Core Controllers, install as per manufacturers instructions. Includes 10 year lithium battery and rubber module cover, and gutter mount bracket. Wired. Hunter IC-600-pl Dual 48M, DUAL-1 decoders and DUAL-S 2-wire decoder controller with 48 station capacity, plastic pedestal, ACC-PED. Irrigation Lateral Line: PVC Class 160 SDR 26 PVC Class 315 for 1/2" pipe, PVC Class 200 for 3/4" pipe, PVC Class 160 SDR 26 for 1" and above. Irrigation Mainline: 2 1/2" PVC Class 200 SDR 2 PVC Class 200 irrigation pipe. Pipe Sleeve: HDPE PE4710 DR 11 (202psi) Typical pipe sleeve for irrigation pipe. See chart. Existing 2" CITY WATER METER to be retained by the contractor at the time of demolition and then when the site is ready supplied and installed at the new location by the City. All other existing meters are to be surrendered to the city at the time of demolition and removal. SS #" ## Valve Number Valve Size Valve Flow Valve Callout SEE SHEET IR-2 FOR THE LOCATION OF THE CLOCK SEE SHEET L-4 FOR REPEAT OF EQUIPMENT SHCEDULES AND SPECIFICATIONS C SYMBOL MANUFACTURER/MODEL/DESCRIPTION NOTE: NO COMPONENTS OF THE IRRIGATION SYSTEM SHALL BE INSTALLED OUTSIDE OF THE PROPERTY LIMITS. ALL IRRIGATION LINES SHALL RUN IN SLEEVES INDICATED. LINE LOCATIONS MAY BE SHOWN OTHERWISE ON THIS PLAN FOR GRAPHIC CLARITY. THE IRRIGATION IS TO BE OF A 2 WIRE COMPTUER CONTROLLED DESIGN. SEE SHEET IR-5 FOR DETAILS IT IS THE RESPONSABILITY OF THE CONTRACTOR TO PROVIDE THE HEADS SHOWN AND SIZE THE PIPE ACCORDING TO THE SPECIFICATIONS FOR PIPE SIZING AND SLEEVING PROVIDED ON THIS SHEET. THE LOCATION AND QUANTITY OF THE VALVES IS FOR THE CONVENIENCE OF THE CONTRACTOR AND CAN BE ALTERED TO SUIT THE MEANS AND METHODS OF THE ROADWAY CONSTRUCTION THE PLANS ARE TO BE PRESENTED TO AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION AND SHALL PROVIDE 100% COVERAGE WITH A 50% OVERLAP. THE DESIGN SHALL PROVIDE SUFFICIENT PRESSURE AND FLOW TO SATIFY THE MANUFATURERS SPECIFICATIONS FOR THE EQUIPMENT SPECIFIED. WHERE AN EXISTING SYSTEM IS DEMOLISHED THE CONTRACTOR SHALL SUPPLY TEMPORARY WATER TO ALL LANDSCAPE NOT EFFECTED BY DEMOLITION FOR THE PERIOD OF CONSTRUCTION AND UNTIL THE SYSTEM IS IN PLACE AND OPERATIONAL. WHERE POSSIBLE THE ZONES SHOWN ARE TO BE RESPECTED IN THE DESIGN SEE CIVIL ELECTRICAL SHEETS FOR ELECTRICAL COORDINATION AND CONTINUATION OF INSTALLATION SPECIFICATIONS. SYSTEM DESCRIPTION 2 1 3 4 PIPE SIZING SCHEDULE 40 0-7 GPM = 3/4" 8-12 = 1" 13-22 = 1 1/4" 23-30 = 1 1/2" 31-50 = 2" 51-70 = 2 1/2" 71-110 = 3" M 3" IRRIGATION MAIN LINE 3" IRRIGATION M A I N L I N E PIPE SLEEVING SCHEDULE PIPE SIZE SLEEVE SIZE 1"2" 1 1/4"2" 1 1/2"3" 2" 2 1/2"+6" 4" Attach to Zone 2 Note that as part othis project, all irrigation in the public right of way will be demolished. PERIMITER HEADS SHALL BE ON RISERS SET AT 12" ABOVE FINISHED GRADE BEFORE POP IS INSTALLED. THE CENTRAL BUBBLERS ARE TO BE INTALLED ON THE RISER WITHOUT POPUP BODY AT 12" ABOVE FINISHED GRADE. JS Revised for underground utilities and meter location 11-25-14 2 ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO.j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl.!JS O'Leary Comments11-11-14 1 Irrigation Plan SHEET IR-1 9+68.88 B B EJB EJB EMH WM WM ICV FH ICV SMH SMH 11+00 12+00 13+00 EMH EJB EJB EJB EMH EJB WM ICV FH FH WMWM ICV SMH SMH 14+00 15+00 16+00 17+00 18+00 North! Scale, 1"= 20' ROW Line ROW Line ROW Line ROW Line EXISTING LIGHT LIGHT LIGHT LIGHT LIGHT 10+00 M a t c h l i n e A M a t c h l i n e B M a t c h l i n e B M a t c h l i n e C FH FH CL CL CL CL 174th Avenue 174th Avenue R/W R/W R/W R/W R/W R/W R/W R/W LIGHT B G WL SN S SN S B G WL R C T V BE BE BE BE BE BE BE BE BE BE BE BE BE BE SAN SNS SAN SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SL SAN SL SL SL SAN SAN SAN BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE SLSLSL SAN SAN SAN SAN SAN SAN SAN BT WS WS SD WS WS WS BCTV BTW BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BCTV BE BE BG BG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WL WL SA N BE BE BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WLWLWLWLWLWLWLWL WL WLWL WL WL WL WL WL WLWL WLWL WLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWL 174th Avenue 174th Avenue CL 2 2 IT'S THE LAW IN FLORIDA 1-800-432-4770 CALL SUNSHINE 48 HOURS BEFORE YOU DIG C SS 6 7 M 3" IRRIGATION MAIN LINE 3" IRIGATION MAIN LINE PERIMITER HEADS SHALL BE ON RISERS SET AT 12" ABOVE FINISHED GRADE BEFORE POP IS INSTALLED. THE CENTRAL BUBBLERS ARE TO BE INTALLED ON THE RISER WITHOUT POPUP BODY AT 12" ABOVE FINISHED GRADE. PERIMITER HEADS SHALL BE ON RISERS SET AT 12" ABOVE FINISHED GRADE BEFORE POP IS INSTALLED. THE CENTRAL BUBBLERS ARE TO BE INTALLED ON THE RISER WITHOUT POPUP BODY AT 12" ABOVE FINISHED GRADE. Exisitng point of connection to the existing 12" water main to remain and be reused Relocate the Existing 2" irrigation water meter # 60776603 back to this location 2 JS11-25-14 2 Revised for underground utilities and meter location ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO. ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl.JS O'Leary Comments11-11-14 1 Irrigation Plan SHEET IR-2 EJB EMH EJB EMH EJB EJB ICV ICV WM SMH SMH GSV GSV GSV 19+00 20+00 21+00 22+00 4 2 + 0 0 4 3 + 0 0 44 + 0 0 EMH EJB EJB EJB EJB EJB EJB EJB EJB EJB EJB FH ICV ICV FH WM SMH TMH G S V GSV 22+00 23+00 24+00 25+00 26+00 North! Scale, 1"= 20' ROW Line LIGHT LIGHT LIGHT EXISTING LIGHT LIGHT M a t c h l i n e C M a t c h l i n e D M a t c h l i n e D Ma t c h l i n e E CL CL CL CL R/W R/W R/W R/W R/W R/W R/W R/W 174th Avenue No r t h B a y R o a d No r t h B a y R o a d BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BE BEBE BE BE BE <E><E><E><E><E> SL SL SL SL SL SL SL SANSANSANSAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SL SL SL SL SL SL SL SL SL SL SL WL WL WL BG BG BG BGBGBGBG BG BG BG BG BGBGBGBGBGBG BCTV BCTV BCTV BCTVBCTVBCTVBCTVBCTV WL WL WL WL WL WL WL WL SL SL SL SL S L S L S L S L BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTWLWLWL WL WL WL WL WL WL SL WL BT SL SL SL SL SL SL SL BT BT BT BT BT BT BT BT BT BT BT BT BT BT WLWL WL WLWLWLWLWLWLWLWLWLWLWLWLWLWL SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG BG SA N BE BE GS GS GS BE SL SL SL UN K UN K BT BT VAULT WS WS SD SD SD SD BG BG BG BE BE UN K UN K 2 IT'S THE LAW IN FLORIDA 1-800-432-4770 CALL SUNSHINE 48 HOURS BEFORE YOU DIG 8 9 10 11 3" IRRIGATION MAIN LINE 3" IRRIGATIO N M A I N L I N E PERIMITER HEADS SHALL BE ON RISERS SET AT 12" ABOVE FINISHED GRADE BEFORE POP IS INSTALLED. THE CENTRAL BUBBLERS ARE TO BE INTALLED ON THE RISER WITHOUT POPUP BODY AT 12" ABOVE FINISHED GRADE. JS11-25-14 2 Revised for underground utilities and meter location $USER$ ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO.j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl. Date: 8-25-14 Drawn By: JS JS O'Leary Comments11-11-14 1 Irrigation Plan SHEET IR-3 EJBEJB EJB EJB EJB EMH EJB EMH EJB EJB EJBEJB ICV ICV FH WM SMH SMH TMH GSV G S V 26+00 27+00 28+0 0 29+0 0 30+00 31+00 32+00 North! Scale, 1"= 20' ROW Line LIGHT LIGHT EXISTING LIGHT LIGHT Ma t c h l i n e E Ma t c h l i n e F CL CL CL R/W R/W R/W R/W 174t h A v e n u e 174th Avenue <E><E> <E><E> <E> <E> <E> <E> <E> <E> <E> <E> <E> <E> <E> <E> <E> SAN SAN SAN SAN SAN SAN <E> <E> <E> <E> <E> <E> <E><E><E><E> WS WS WS WS WS BESAN BE BE BE BE BE BE IRR BE BESAN SAN SAN SAN SAN BG VAULT BG BG SA N B G B G BE BE BE BE BE BE BE SAN SAN SAN BE BE BE BE BE BE BE SAN SAN SAN SAN SAN BGBGBG BG BG BG BG BG BG BG BG BG BG BG BG BCTV BG BG BG BT BT VAULT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WL IRR 2 IT'S THE LAW IN FLORIDA 1-800-432-4770 CALL SUNSHINE 48 HOURS BEFORE YOU DIG THIS LEGEND IS REPEATED ON SHEET IR-001 END OF MAIN Any discrepensies concerning the materials or conditions of the site that shall inhibit the installation as drawn shall be brought to the attention of the owners representatives. Issues found prior to bid will become a condition of the bid after the award of the contract.! ! After the award of the contract, any discrepancies in the plans or additional materials and costs because of pre-existing conditions at the site shall not be a reason for any additional charges to the owners.! ! These bid conditions are not to be considered all inclusive. There may be additional conditions included in other documents of the construction agreement. It is the contractor's responsability to make himself and his subcontractors aware of any other such conditions.! ! Bid Notes The quantities on the plant list are for the convenience of the contractor only and not to be considered as the ﬁnal quantitiy for bid and installation. The callouts and entities drawn on the plans take precedence over the plant list.! ! The contractor shall be responsable for his own takeoffs of the plantings as drawn.! ! The contractor shall be expected to visit the site prior to bid. The contractor shall have an understanding of the on site conditions to prepare his bid. Conditions existing prior to bid will become a condition of the bid after the bid is accepted by the client.! ! ! ! 1. 2. 3. 4. 5. 6. 12 13 PIPE SIZING SCHEDULE 40 0-7 GPM = 3/4" 8-12 = 1" 13-22 = 1 1/4" 23-30 = 1 1/2" 31-50 = 2" 51-70 = 2 1/2" 71-110 = 3" 3" IRRIGATION MAIN LINE PIPE SLEEVING SCHEDULE PIPE SIZE SLEEVE SIZE 1"2" 1 1/4"2" 1 1/2"3" 2" 2 1/2"+6" 4"SS C SYMBOL MANUFACTURER/MODEL/DESCRIPTION M PERIMITER HEADS SHALL BE ON RISERS SET AT 12" ABOVE FINISHED GRADE BEFORE POP IS INSTALLED. THE CENTRAL BUBBLERS ARE TO BE INTALLED ON THE RISER WITHOUT POPUP BODY AT 12" ABOVE FINISHED GRADE. Rain Bird PGA-PRS-D- Globe 1", 1-1/2", 2" Electric Remote Control Valve, Globe. With Pressure Regulator Module. Nibco T-113-K Class 125 bronze gate shut off valve with cross handle, same size as mainline pipe diameter at valve location. Size Range - 1/4" - 3" Hunter Solar-Sync Solar, rain freeze sensor with outdoor interface, connects to Hunter PCC, Pro-C, and I-Core Controllers, install as per manufacturers instructions. Includes 10 year lithium battery and rubber module cover, and gutter mount bracket. Wired. Hunter IC-600-pl Dual 48M, DUAL-1 decoders and DUAL-S 2-wire decoder controller with 48 station capacity, plastic pedestal, ACC-PED. Irrigation Lateral Line: PVC Class 160 SDR 26 PVC Class 315 for 1/2" pipe, PVC Class 200 for 3/4" pipe, PVC Class 160 SDR 26 for 1" and above. Irrigation Mainline: 2 1/2" PVC Class 200 SDR 2 PVC Class 200 irrigation pipe. Pipe Sleeve: HDPE PE4710 DR 11 (202psi) Typical pipe sleeve for irrigation pipe. See chart. Existing 2" CITY WATER METER to be retained by the contractor at the time of demolition and then when the site is ready supplied and installed at the new location by the City. All other existing meters are to be surrendered to the city at the time of demolition and removal. JS11-25-14 2 Revised for underground utilities and meter location Date: 8-25-14 Drawn By: JS ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO.j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl.JS O'qLeary Comments11-11-14 1 Irrigation Plan SHEET IR-4 P UR EJB EJB EJB EJBEJB EJBEJB EJB EMH EJB EJBEJB EJB EJB EJB EJB EMH EMH EJB FH ICV ICVWM FH WM SMH SMH 37+15.44 33+00 34+00 35+00 36+00 37+00 A1 A North! Scale, 1"= 20' ROW Line ROW Line LIGHT LIGHTLIGHT LIGHT M a t c h l i n e F CL CL CL ROW Line ROW Line ROW Line ROW Line 174th Avenue CL <E><E><E><E><E><E><E><E><E><E><E><E><E><E> <E><E><E><E><E> BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL BE BE BE BE BE BE BE BE BE BE BE BE BE BE SAN SAN SANSAN SAN IRR SAN SAN SAN SAN SAN SAN SAN BGBGBGBGBG BGBGBGBGBGBGBGBGBGBGBGBG SD SD SD WS WS WS WS WS WS WS SA N FINISH GRADE SUMP - 1 CU. FT. REQUIRED GRAVEL SUMP. 4" NUT. UNDISTURBED SOIL 4" 3/4" SCREENED GRAVEL 6" CLASS 160 PVC - LENGTH AS CONCRETE THRUST BLOCK - REFER TO TECHNICAL SPECIFICATIONS PVC PRESSURE SUPPLY LINE CAST IRON GATE VALVE MECHANICAL OR GASKETED JOINT W/ SQUARE OPERATING 10" ROUND VALVE BOX. BRAND "GV" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON SCALE: N.T.S. GATE VALVE 3" AND UP SECTION PLAN SECTION PLAN SECTION PLAN SECTION PLAN SECTION PLAN SPECIFICATIONS. MANUFACTURER'S INSTALLATION WIRING AT 10' INTERVALS TAPE AND BUNDLE ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES AS SHOWN. ALL MAIN SUPPLY LINES TO BE INSTALLED IN ACCORDANCE WITH CODE. ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL 120 VOLT IN CONDUITPLASTIC LATERAL WIRING IN CONDUIT 10' WIRING 24 " IN MAIN LINE TRENCH) MAIN LINE (WHERE NO WIRING IS LATERALDETECTABLE TAPE 12 " 24 " 12 " 24" AND WIRING 36 " 12 " 18 " 8"18" MAIN SUPPLY 8"12" MAIN SUPPLY, LATERAL SCALE: N.T.S.SCALE: N.T.S. TYPICAL TRENCHING DETAILS ISOMETRIC 22" + POLY PIPE LINE SIZE X 1/2" TEE LATERAL LINE 1''X1'' STEEL ANGLE 24'' DEPTH SEE BELOW 1/2'' FEM ADAPTER ( 2 PLACES ) BARBED ELL 1/2'' SCH. 40 RISER SEE ABOVE INSTALL HEAD TO MATCH 12'' SPRAY OR ROTOR SPRINKLER PVC SCH. 40 RISER-1/2'' SURROUNDING PLANT MATERIAL. SEE PLANT LIST SPECIFICATIONS. TWO STAINLESS STEEL HOSE CLAMPS PAINTED BLACK 12'' MIN. MULCH SPRINKLER NOZZLE SCALE: N.T.S.SCALE: N.T.S. 12" POP-UP ON RISER CURB OR CONCRETE SCH. 40 PVC SOLVENT WELD PVC LATERAL PIPING SxSxT FITTING 12" SCH. 80 PVC NIPPLE X" NOZZLE 2" ABOVE FINISH GRADE BUBBLER HEAD-INSTALL TOP OF SCALE: N.T.S.SCALE: N.T.S. BUBBLER ON RISER DETAIL OFFSET AS REQUIRED THRUST BLOCK SOIL (TYPICAL) UNDISTURBED BLOCK CONC. THRUST H MA X . H/ 2 CROSSCUT EDGE OF 18" MIN. AREA (Sq. Ft.) FITTING THRUST PLAN TYPICAL SECTION THRUST BLOCKS ARE TO BE CONSTRUCTED WITH 3,000 PSI CONCRETE AT 48 HRS. STEEL REINFORCING RODS WILL BE REQ'D IF SURROUNDING SOIL HAS A BEARING VALUE OF LESS THAN 2,000 PSF. THRUST BLOCKS REQUIRED AT ALL FITTINGS AND DIRECTION CHANGES ON MAIN LINES. NOTE THRUST BLOCK LOCATIONS ON AS-BUILT DRAWINGS. SCALE: N.T.S.SCALE: N.T.S. TYPICAL THRUST BLOCK DETAIL NOTE: Thrust block areas computed on basis of 2000 lbs. per sq. ft. soil resistance bearing. 2.04 1.53 1501.40.5 0.251.0 1501.1.2.4.8 .52 1.52.5 90Ā (Sq. Ft.) BEND PIPE SIZE (inches) 150.4.1 1501.1.2 .2.3 .4.8 DESIGN (P.S.I.) PRESSURE TEE OR (Sq. Ft.) PLUG /1 411 Ā (Sq. Ft.) BEND 1/222 Ā (Sq. Ft.) BEND 45Ā (Sq. Ft.) BEND SCHEDULE FOR THRUST BLOCK AREAS SCALE: N.T.S.SCALE: N.T.S. SCHEDULE OF TYPICAL THRUST BLOCK AREAS Rough blocking forms shall be used along sides of thrust blocks. Install a plastic bearier (Visquine) between ﬁttings and thrust block. All wood blocking shall be pressure treated with preservative. Thrust block bearing areas shall be poured against undisturbed material. Where trench wall has been disturbed, excavate all loose material and extend to undisturbed material. Extend thrust block for full length of ﬁttings. Put board in front of plug before pouring concrete. Joints shall not be covered by thrust block. Thrust blocks shall be used in combination, as required, to suit the speciﬁc ﬁtting arrangement. Alternate designed restraining systems shall be provided where standard thrust blocking is not suitable. 1. 2. 3. 4. 5. 6. 7. THRUST BLOCK NOTES Number each zone valve box on underside of valve box cover with a black waterproof marker for reference. Numbers shall match the zone numbers on Number each zone valve control wire at the controller with a waterproof marker Maintain the irrigation system until ﬁnal acceptance of the work. Maintenance shall include work, materials and replacements necessary to insure a complete It will be the Owner's responsibility to maintain the system in working order during the guarantee period, performing necessary minor maintenance, keeping grass from obstructing the sprinkler heads and preventing vandalism and employees or work. CLEANING: The Contractor shall at all times keep the premises (grounds and pavements) free from accumulations of waste material or rubbish caused by his 4. 2. damage during the landscape maintenance operation. properly operating system. individual settings of control stations. FINAL ADJUSTMENT: Balance and adjust the irrigation system components for efﬁcient, proper operation. This includes controller synchronization as well as LABELS MAINTENANCE INSTRUCTIONS B. 1. 1. 2. A. 3. G. and tags. Numbers shall match the zone numbers on the drawings the drawings. grades. MATERIALS: Materials and equipment shall be new and shall operate at the PIPE: Comply with the following unless otherwise indicated: All PVC pipe shall be 160 PSI, Polyvinyl Chloride (PVC 1120) ASTM-D2241, Type 1, NSF approved. CROSSINGS: Comply with the following: All crossings under paved areas for water and conduit lines shall be Schedule 40 PVC, ASTM-D1785. All crossings located in F.D.O.T. PIPE FITTINGS: Comply with the following: For PVC plastic pipe, ASTM-D2466 SPRINKLER HEADS: Sprinkler heads shall be of the type shown on the drawings. Filter screens shall be included with all spray heads. Risers and swing joints shall be as detailed on the drawings. REMOTE CONTROL VALVES: Valves shall be as speciﬁed on the drawings. Use VALVE BOXES: Valve boxes shall be Ametek VP-10 or approved equal. Install ﬂush CONTROL WIRING: All wiring to automatic circuit valves shall be UF-14 direct burial wire of a different color than the black and white wires used on the 115 volt A.C. PVC Flex connections: Shall be Ag-Products heavy walled ﬂexible PVC pipe or equal. Average length of each connection is referred to on the drawings. Special ﬂex cement shall be utilized for making these connections. Risers for shrub heads shall be Schedule 40 PVC pipe SECTION 2B - IRRIGATION SYSTEM Site work (rough grading). Landscaping (see landscape speciﬁcations). Work included: This Section is part of the entire set of contract documents and shall be coordinated with the applicable provisions of the other parts. The extent of landscape irrigation system is shown on the drawings. Completion of this work shall mean full and exact compliance and conformity with the provisions expressed or implied in the drawings, schedules and speciﬁcations. Irrigation installer is not relieved of his responsibility to provide proper irrigation coverage by providing full and exact compliance with the drawings and speciﬁcations. If ﬁeld conditions or other unforeseen factors warrant that design modiﬁcations are necessary, irrigation installer shall notify Landscape Architect immediately. The work under this section includes furnishing and installing materials to construct an automatic irrigation system and maintaining that system until ﬁnal completion and acceptance, but not less than 30 days from date of installation, and any other work as called for on the plans and in these speciﬁcations. Electrical service to pump and controller shall be provided by others under separate contract with Owner, in compliance with N.E.C. requirements. Landscape irrigation system installation shall only be performed by a ﬁrm that is regularly engaged full time in the installation of underground landscape irrigation systems. (Crews shall be controlled and directed by a foreman who is thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation, and is well versed in reading blueprints.) QUALITY ASSURANCE3. A. B. C. RELATED WORK2. A. C. PART 1 - GENERAL DESCRIPTION OF WORK B. 1. A. C. Teﬂon tape only on threaded connections. with ﬁnish grade as indicated on drawing. 7. 8. 6. manufacturer's published capacities. socket ﬁttings with ASTM-A2564 solvent cement. RISERS AND SWING JOINTS: A. B. 5. 3. 4. PART 2 - PRODUCTS 1. 2. GENERAL: The Contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary adjustments at no additional cost to the power. Wiring from the controller to the valves shall be installed in same trench as the mainline where possible. All splices shall be made with Rain Bird snap-tite connectors, or approved equal. All wire shall be furnished in minimum 2,500' reels and spliced CONTROLLER: Controller shall be as speciﬁed on the drawings. WATER SOURCE: EXISTING WATER MAIN TO BE UTILIZED. SEE PLANS FOR POINT OF CONNECTION Perform all excavations as required for the installation of the work included under this section, including shoring of earth banks to prevent cave-ins. Restore all surfaces, existing underground installations, etc., damaged or cut as a result of the excavations to their original conditions. Trenches shall be made wide enough to allow a minimum of 2 inches between parallel pipe lines. The minimum vertical clearance between lines crossing at angles greater than 45 degrees is 1 inch. Trenches for pipe lines shall be made of sufﬁcient depth to provide the minimum cover from ﬁnish grade as follows: 16 in. minimum cover over main lines. 16 in. minimum cover over control wires SPRINKLER HEADS: Large gear-driven rotary type shall be installed so that the top is slightly above ﬁnish grade. If ﬁnish grade has not been established, set the top four inches above grade and lower when ﬁnish grade has been achieved. Sprinklers on risers shall be set at elevations so that there is no interruption of the stream from the sprinkler nozzle caused by plant material during the ﬁrst growing season (1 year from date of installation). Heads along curbs and walks shall be set ﬂush to within 1/8 inch and two to four inches away from curb or walk. Adjust heads having an adjustment stem, for the proper radius and throw for the area CONTROL WIRES: Shall be installed in a neat and orderly fashion underneath the main and lateral pipes, if possible. Ten-inch loops shall be provided at each valve where control wires are connected. All wires passing under existing or future Where possible, install pipe adjacent to curbs or paving to minimize interference with plants and their roots. Coordinate with landscape installer regarding Keep trenches free of obstruction and debris that could tend to damage pipe and control wires. Remove excess soil from the site and leave grade as it was prior to sprinkler system installation. Piping shall be routed around shrubs, trees and Install plastic pipe as recommended by the manufacturer and provide for expansion and contraction. Cut plastic pipe square. Remove burrs at cut ends prior to installation so that a smooth unobstructed ﬂow will be obtained. Install remote control valves at locations no closer than 12 inches to walk edges, buildings, and walls. Plastic pipe and ﬁttings shall be solvent welded using solvents and methods as recommended by manufacturer of the pipe, except where screwed connections are required. Pipe and ﬁttings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with a nonsynthetic bristle brush. Care should be taken not to use an excess amount of solvent, thereby causing a burr or obstruction to form on the inside of the pipe. Allow the joints to set at least 24 hours before applying pressure on PVC pipe. Do not use PVC cement which has begun to gel. Do not attempt to make pipe connections during inclement weather conditions. least twelve inches beyond edges of paving or construction. TESTING: All main lines shall be hydrostatically tested in the presence of the Owner's representative at a pressure of 40 psi for a period of time not less than four (4) hours, should any leaks be found, they shall be repaired. The line shall then be retested until satisfactory. All lateral lines downstream from the remote control valves shall be visually inspected for leaks, should any be found, they shall be repaired. The line shall then be retested until satisfactory. BACKFILL AND COMPACTING: After system is approved or sections thereof, backﬁll excavations and trenches with clean soil, free of rubbish. Backﬁll for all trenches, regardless of the type of pipe covered shall be compacted to a minimum 90% of its maximum density (AASHTO T-180). Dress off all areas to ﬁnish paving, construction, etc., shall be encased in plastic pipe as speciﬁed, extending at a. to facilitate a trouble-free installation at the site. site by the Contractor. timing device (controller). Contractor's construction. graphic representation of sprinkler zones. to be covered and any special conditions involved. The contractor is responsible for his own bathroom and drinking facilities. Prior to excavation, verify in the ﬁeld the location and depth of all new and existing utilities and take proper precautions not to damage or disturb such utilities. Repair to original condition, new and existing utilities and other work damaged by In the case of damages to the irrigation system caused by others, the cost of repairing the work shall be paid by the party causing said damage. After completion of piping installation, Contractor shall furnish the Owner's representative a reproducible "as built" drawing showing all sprinkler heads, valves, and pipelines to reasonable scale, and provide a minimum of two dimensions taken from ﬁxed obvious objects to each automatic control valve, and quick coupling valve. The Contractor shall also furnish a drawing showing a Instruction sheets and parts lists covering all operating equipment shall be bound into a folder and furnished to the Owner's representative or Landscape Architect in two (2) copies. The Owner reserves the right to withhold 10% of the contract amount until the "as built" drawings and instructions and parts lists folders are Guarantee workmanship for a period of one year after date of ﬁnal acceptance. In addition, see to the fulﬁllment of all manufacturer's warranties. The Contractor shall provide the Owner with a written guarantee stating everything Should any objectionable materials such as old concrete, bricks or other debris be encountered during the installation operation, they shall be removed from the Crossings under paved areas as indicated, shall be installed by the Contractor. Crossings shall be installed prior to compaction of subgrade. Irrigation installation shall not begin until rough grades have been established. Contractor shall be responsible for coordinating his work with all other parties involved with the job, and shall coordinate the supply of electrical power to the Upon substantial completion of work, the Contractor shall request a walk-through by the Landscape Architect to formulate a "punch list". Contractor shall complete "punch list" items as quickly as possible, and request another walk-through to verify completion. Upon successful completion of the "punch list" items, the work will be accepted by the Owner. received. GUARANTEE A. B. 8. SUBMITTALS B. 7. A. B. C. A. UTILITIES6 C. 3. 4. 2. 1. SCHEDULING 2. B. grades. F. E. D. involved. C. b. PIPE LINE ASSEMBLY proposed plant material locations. other permanent obstacles. 2. 1. B. 4. 3. Design modiﬁcations may be made only as necessary to meet ﬁeld conditions and only as acceptable to Landscape Architect. Piping shown on plans is diagrammatically routed for clarity - route to avoid conﬂict with specimen plants and adjust as necessary to accommodate landscape construction. Contractor shall be responsible for veriﬁcation at the site of all conditions and dimensions shown on the plans prior to commencement of work. CODES AND STANDARDS: Work shall comply with the American Society for Testing and Materials (ASTM) and National Electrical Code. REQUIREMENTS OF REGULATORY AGENCIES: Work shall comply with codes, ordinances, and regulations of all governing authorities WATER TESTING: Contractor shall test the salt content (chlorides and t.d.s) of PRODUCT HANDLING: The Contractor shall protect all materials and work against injury from any cause and shall provide and maintain all necessary safeguards for the protection of the public. He shall be liable for any damage or injury to person or property which may occur as a result of his negligence in the prosecution of the work. Inspection: Contractor must examine the areas and conditions under which landscape irrigation system is to be installed and notify the Landscape Architect in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. Contractor shall fully acquaint himself with related planting, electrical, paving, site and utilities work to preclude any misunderstanding and 1. JOB CONDITIONS EXISTING CONDITIONS 5. A. the irrigation well. F. 4. E. C. D. B. EXCAVATING AND TRENCHING: 2. 1. A. PART 3 - EXECUTION Owner. INSTALLATION2. 1. only at valve or tee locations. 9. 10. Rights of Ways shall be installed at a depth of no less than the ten times the diameter of the pipe size 5 EARTH GROUND (Per manufacturer's recommendations) 4 5 3 2 1 PRIMARY AC WIRING (MUST RUN IN SEPARATE CONDUIT)4 CONDUIT SWEEP(S) FOR SOLENOID WIRES3 CONCRETE SLAB (2"/50MM ABOVE GRADE)2 1 ACC99D-PP pedestal SCALE: N.T.S. ICORE D CONTROLLER INSTALLATION DETAIL THE CONTRACTOR IS TO SUPPLY AND INSTALL THE CONTROLLER HOUSING ON A SLAB, 36"X36"X4" ACCORDING TO MANUFACTURERS SUGGESTED ATTACHMENT. DRILL 1/2" DRAIN HOLE IN ALUMNINUM POLE CONCRETE FOOTER 2000 PSI, MINIMUM, TOP SHAPED TO DRAIN. 1" ELECTRICAL CONDUIT FASTENED SECURELY TO FOOTER. HOLES DRILLED IN POLE FOR WIRE ACCESS HERE AND AT BASE FOR CONDUIT RAIN SWITCH/SENSOR AS SPECIFIED, MOUNTED PER MANUFACTURER'S RECOMMENDATION. STANDARD ALUMINUM FENCE POLE.12 ' 36 " 12 " WIRES TO CONTROLLER 18" RAIN SENSOR WIRES RUN WITHIN POLE. IRRIGATION DETAIL - RAINSWITCH MOUNTING NOT TO SCALE 5. PVC. MALE ADAPTER CORRECT INSTALLATION DIMENSIONS) (INSTALL LENGTH AS NECESSARY FOR (NOT SHOWN) PVC SCHEDULE 80 CLOSE NIPPLE 8" DEEP. PVC SCHEDULE 80 NIPPLE. PVC SCHEDULE 80 TOE NIPPLE. HARCO D.I.P. SERVICE TEE WIRE CONNECTOR AND 30" EXPANSION LOOP KING BROS. BTU TRUE UNION SERIES PVC CHATAHOOCHEE RIVER WASHED STONE VALVES ON SAME FIELD SATELLITE. COMMON WIRE TO OTHER TO OTHER COMMON BRICK (4 MINIMUM REQUIRED). PVC PIPE TO SPRINKLERS. ANGLE PIPE TO IN 1" DIA. COIL. PVC SCH. 40 SxS 45 DEG. ELL. CONTROL/COMMON WIRES FROM FIELD SATELLITE./ OR DECODERS. USE AWG 12 WIRE. BALL VALVE WITH FEMALE THREADED ENDS. SPECIFIED DEPTH WITH 45Ā ELLS. PVC SCHEDULE 80 FPT X FPT 90 DEG. ELL 18. REQUIRED FOR DRIP VALVES. WITH FLOWS LESS THAN 20 GPM. PRV SHALL BE SAME SIZE AS ELECTRIC CONTROL VALVE. NOT OF ALL ELECTRIC CONTROL VALVES ELEVATION INSTALL WILKINS # 500 PRESSURE REGULATING VALVE DOWN STREAM 14 NOTE: ELEVATION 10 15 18 17 12 15 * 10 16. 15. 17. 13. 14. 12. 15 2" 16 9 6" 7 8 6 11. 10. 9. 8. 7. 6. LEGEND CHRISTY'S I.D.TAG - NUMBERED TO RECTANGULAR VALVE BOX W/ PURPLE if required ELECTRIC CONTROL VALVE. FINISH GRADE. MATCH DRAWINGS. BOLT DOWN COVER. 1311 1 2 1. 3 4 4. 3. 2. SCALE: N.T.S. CONTROL VALVE DETAIL LOCATE IC 100 DECODER IN VALVE BOX WITH VALVE. ALL WIRE CONNECTIONS TO BE TWISTED AT CONNECTIONS OF WIRE AND INSTALLED IN WATERPROOF CONNECTORS SUPPLIED WITH DECODERS SHEET IR-5 XX IRRIGATION DETAIL WITH ISOLATION VALVE SCALE: 1.5" = 1'-0" R ICV 1" GLOBE VALVE FINISH GRADE 3/4" MINUS WASHED GRAVEL BRICK SUPPORTS (4) MAIN LINE PIPE & FITTINGS STANDARD VALVE BOX WATERPROOF CONNECTORS (2) 18-24" COILED WIRE GATE VALVE LINE SIZED PVC SLIP UNIONS WITH FILTER SENTRY SCH 80 T.O.E. NIPPLE(5) REMOTE CONTROL VALVE MODEL ICV-101G ACCU-SYNC-XX NOTE; ACCU-SYNC-XX IS AVAILABLE IN PRESSURE REGULATION SETTINGS OF 20, 30, 40, 50 AND 70 PSI. JS11-25-14 2 Revised for underground utilities and meter location Date: 8-25-14 Drawn By: JS ROAD NO.COUNTY BY DESCRIPTIONDATE BY DESCRIPTIONDATE REVISIONS FINANCIAL PROJECT ID SHEET NO. ! 174th Street Roadway Improvements! The City of Sunny Isles Beach, Fl. j a m e s s a n t i a g o landscape architecture and design 612 NE 14th Ave. Unit A, Fort Lauderdale, Fl. 33304 Tel. 305-791-3156 Email, Jsantiagolainc@Gmail.com JS O'Leary Comments11-11-14 1