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HomeMy WebLinkAbout2012-227B.1 8 . v ANA .17F, Indian River County Purchasing Division A 180027 1h Street , Vero Beach , FL 32960 �E Phone (772) 2264416 Fax (772) 770-5140 ADDENDUM NO . 1 Date : October 25, 2012 Bid Number: 2013009 Bid Opening Date : . November 21 , 2012 at 2 : 00 pm This Addendum is issued for the purpose of: Revising the location for the Mandatory Pre-Bid Meeting. The Mandatory Pre-Bid meeting will be held in room B1 -501 , Indian River County Administration Bldg B, 1800 27t Street, Vero Beach , Fl 32960. * * * * * * * * * * * * * This Addendum MUST be returned with your Bid * * * * * * * * * * * * * * All Bids must be received by the Purchasing Division office located at 1800 27th . Street, Vero Beach, FL 32960 prior to the Date and Time shown above . Late bids will be returned unopened. Company Name Name : Title : (Type / Printed) Authorized Signature : . Date : Telephone : Fax . - I ttt��R Indian River County Purchasing Division y 180027 th Street Vero Beach , FL 32960 Phone (772) 2264416 Fax (772) 770=5140 ADDENDUM NO . 2 Date . November 8, 2012 Project Name : SOUTH COUNTY REGIONAL PARK MULTI- PURPOSE FIELDS Project Number : IRC 1126 Bid Number: 2013009 Bid Opening Date : The Bid Opening date is Wednesday. November 21 , 2012 at 2 :00 a .m . A Mandatory Pre- Bid Conference was held on Monday, November 5 , 2012 at 2 :00 p . m . in Indian River County Admin Bldg " B ", Room 81= 501; 1800 27th Street Vero Beach, FL 32960 and the meeting minutes are hereby incorporated into the subject addendum as an attachment . TO ALL PROSPECTIVE BIDDERS : TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED : This ADDENDUM is intended to clarify, correct, or change the Bid Documents. Therefore, it hereby supersedes anything to the contrary in the Bid Documents. This ADDENDUM is hereby made a part of and shall be attached to the subject Bid Documents. All questions about the meaning or intent of the Bid Documents are to be submitted to PURCHASING MANAGER in writing to purchasing@irceov. com . Interpretations or clarifications considered necessary to such questions will be issued by Addenda mailed or delivered to all parties through the Issuing Office as having received the Bid Documents. Questions received less than ten ( 101 calendar days prior to the date for opening of Bids shall not be answered . Only questions answered by Addenda will be binding. Oral and other interpretations or clarification will be without legal effect. Deadline date for submittal of questions is Monday, November 12, 2012. All Bids must be received by the Purchasing Division office located at 1800 27th Street, Vero Beach, FL 32960 prior to the date and time shown above. Late bids will be returned unopened : Addenda may, be issued to clarify, correct, or change the Bid Documents as deemed advisable by OWNER or ENGINEER. Page 1 of 6 F:\Public Works\ENGINEERING DIVISION PROJECTS\ I 126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 2 11 -8- 12. doc i CLARIFICATIONS / CORRECTIONS/QUESTIONS AND RESPONSES The following questions (with responses ) were received after the Mandatory Pre- Bid Meeting on November 5, 2012 : QUESTION NO* I Can more information be provided on the grow in period and procedure for Bid Alternate A2 Sprigging ? ANSWER N0. 1 Additional information has been provided in the Technical Specifications . QUESTION NO. 2 Is bottom rail to be included on 10' high, fence, dug-outs and backstops if needed ? ANSWER NO. 2 Yes , QUESTION NO. 3 " Replacing or straightening rails, braces fittings as needed" can be determined with a site visit. If re- painting any of the existing components is required . How do we determine how extensively? Should painting be left out of scope ? ANSWER NO. 3 Leave painting out of scope . QUESTION NO. 4 The specs and notes in RFQ conflict to an extreme level . The RFQ notes call for the existing posts to be extended to 20' high . None of the posts currently set will meet required wind load requirements for standard Design practices, and permitting designs generally required . ANSWER NO. 4 Modifications to the backstops will only include replacement of fabric, addition of bottom rail where needed , and adjust bracing, rails and posts as needed . Page 2 of 6 FAPublic Works\ENG IN E E RING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 2 11442 .doc QUESTION NO. 5 Is the County to exclude the FDOT 550 standard from the spec? Or will they sign off on a design that will not meet the standards called out in the specs . ANSWER NO. 5 No and no . QUESTION NO. 6 Section 550-3 . 6 will not be met with material, fencing system, applicable design standards, construction practices, or specifications . A much larger post will be required . Please advise . ANSWER NO . 6 Replacement of fabric material is considered maintenance work and not new construction . QUESTION NO. 7 Both 2" x 9 gauge steel core x 6 gauge finish and 2" x 9 gauge core x 8ga 2b finish are called out . Is either chain link mesh acceptable ? ANSWER NO. 7 The fencing must be 9 gauge metal core and 6 gauge finished (with the addition of the vinyl coating) . CLARIFICATIONS : Section 5 — Clearing and Grubbing A. Add the following to the end of the paragraph : "The limits of clearing and grubbing shall extend 4' outside the proposed fence around the multi- purpose fields, along with 2' outside the proposed walking trail on each side, necessary area around proposed parking areas, and area of concession/restroom building area , and maintenance/storage building area . " Section 16 — Fencing A. Section 16 has been changed to Section 20 to match Itemized Bid Schedule . A. 4 ) Remove the following : " Remove all 45 degree overhang framework. Extend posts 6' high to 20' total height . " A. 5 ) Bottom rail must be added to front edging fence at dugouts and to the 10' high fence where bottom rail is missing. Cost to be included in price of fencing. ' Page 3 of 6 F A1'ublic Work.AENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose FieldsiAdmim\bid documents\Addendum No. 2 11 -81. 2.doc Section 26 — Performance Turf I . Modify the following: "Sod placed on Ballfields (419 Hybrid Bermuda ) . . ." Item of Payment — Modify the following : Performance Turf ( Big Roll Sod ) (419 Hybrid Bermuda ) . . ." Section 45 — Concession Restroom Building Add the following. 1 . 13 . 6 . a . Contractor shall provide exhaust fan . 1 . 6 . 6 . b . h . Delete existing sentence and replace with the following : "Contractor shall provide and install 1 each lavatory sink by ADVANCE TABCO MODEL # 7- 13S-86, or substitute as approved by Owner." 1 . B . 6 . b .j . Add the following to Drink Display Cooler in Equipment List : Model — "GDM — 19" and Manufacturer — "True" 1 . B . 7 . 6 . 25 . Add the following : "The electrical room is not required to be in any specific location within the concession/restroom building. But, the electrical room must accommodate controlling the sports lighting along with the multi- purpose fields complex. However, the Sanitary Lift Station electrical facilities will be serviced from a separate transformer and the meter will be at the Lift Station . Both transformers will be in close proximity to one another, with one transformer being at the southeast corner of the existing parking lot east of the proposed concession/restroom building. Section 47 — Multi-Purpose Fields 1 .A. 3 . a . Modify to say : "419 Hybrid Bermuda Grass . . ." 1 . C.4. Modify to say : "Posts shall be on maximum 10 foot centers ." 1 . C. 6 . Add the following: "C. 6 Vinyl coating shall be included on gates ." Section 52 — Water and Sewer Utilities Item of Payment Add the following : "Bid Item No . 62 — F & 12" Sanitary Sewer Force Main Directional Bore per Linear Feet" Alternate Bid 1 — Base Construction and Related Work Synthetic Turf System Part 3 — Execution 3 . 4 . 8 Modify the following: . "The drainage piping system shall be installed a minimum of 6 inches of stone drainage . . ." Page 4 of 6 FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 2 11412. doc QUANTITY CHANGES/ADDITIONS TO THE ITEMIZED BID SCHEDULE : • Add — 4" x 4" Tapping Sleeve and valve, with 4" x 2" reducer for Force Main Tie-in • Change — 350 LF ~ 6" PVC WM to Small Restroom with all appurtenances TO 350 LF 2" PVC Water Service to Small Restroom with all appurtenances . • Change - 22 LF ~ 6" PVC WM to Concession/Restroom Building with all appurtenances TO 22 LF 2" PVC Water Service to Concession Restroom Building with all appurtenances . • Change — 514 LF ~ 6" PVC WM TO 430 LF ~ 6" PVC AND 84 LF ~ 2" PVC with all appurtenances . • Add — 6 x 6 Tee, 6" gate valve and fire hydrant, with 10 LF 6" PVC water main. • Add — Walking Trail ( 12' wide, 6" compacted shellrock, meander through trees, 700LF ) Paid per LF . ( Include clearing of exotics, small trees, topsoil, etc . ) • Add — Additional 30LF 12" CAP • Eliminate — 8" Sanitary Sewer from Structures 4 to 6 (555 LF 8" PVC Sanitary Sewer, 2 Sanitary Manholes ( 1 - 4'-8' and 1- 8' — 12' ) • Add Seal Coat bid Item • Add Directional Bore of 2" FM under 20th Avenue (70LF 2" FM Directional Bore ) . • Add 217 SY Concrete Sidewalk • Add 520 LF 6" White Parking Stripes • Add 40 LF Yellow Double Stripe 6" • Add 80 LF 6" Blue Stripe • Add 2 EA HC Parking Symbols • Add 12 LF 24" White Strip (Stop Bar) Page S of 6 FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 2 1145 12.doc ATTACHMENTS : 1 . Pre Bid Meeting Minutes 2 . Alternate Bid 2 Specs 3 . , Alternate Bid 4 Specs 4. Itemized Bid Schedule for Addendum No . 2 5 . Revised Technical Specifications Pages 01025-20 through 01025-36 6 . Work Area Exhibit 7. Geotechnical Reports * * * * * * * * * * * * *This Addendum MUST be returned with your Bid * * * * * * * * * * * * * * ADDENDUM NOn 2 is submitted by : Christoph . Kaf , J ., ounty Engineer and J rry Davis, Purchasing Manager Company Name Name : Titles..-- (Type itle :(Type / Printed ) Authorized Signature : Date : Telephone : Fax : Page 6 of 6 F:\Public Works\ENGINEERING DIVISION PROJECTSA 126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 2 11 -8- 12.doc 1 Board of County Commissioners 180127th Street Vero Beach, Florida 32960-3365 Telephone: (772) 567-8000 Fax: (772) 7784391 PRE - BID ( MANDATORY) MEETING MINUTES MONDAY, NOVEMBER S, 2012 AT 2 : 00 P. M . INDIAN RIVER COUNTY ADMINISTRATION BUILDING B Room B1- 501 Project Name .* SOUTH COUNTY REGIONAL PARK MULTI- PURPOSE FIELDS Bid Number : 2013009 Project Number : 1126 The following meeting notes set forth our understanding of the discussions and decisions made at this meeting. If you have any questions, additions, or comments, please contact the writer immediately. If we do not hear from you, we will assume that our understandings are the same. We are proceeding based on the contents of these . meeting notes. CONTRACT DETAILS Bid opening : November 21 , 2012 at 2 : 00 p . m . Contract time : Substantial Completion — 180 calendar days from Notice to Proceed Final Completion — 210 calendar days from Notice to Proceed CONTACTS Indian River County, 1800 27th Street, Vero Beach , Florida 32960 Jerry .Davis, Purchasing Manager ( 772 ) 226- 1418 Christopher J . Kafer, Jr. , P . E ., County Engineer ( 772 ) 226- 1221 Christopher R . Mora , P . E . , Public Works Director ( 772 ) 2264379 CORRESPONDENCE/LINES OFAUTHORITY All project bid correspondence/questions should be sent to Jerry Davis, Purchasing Manager : purchasing@ircgov . com LAST DAY TO RECEIVE QUESTIONS HAS BEEN CHANGED TO . MONDAY, NOVEMBER 12 , 2012 FAPublic Works\ENGINEERING DIVISION PROJECTS\ I 126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 1I - 0542.doc z ATTENDEES : See attached Sign - In Sheet Overview of Project 1 . MULTI - PURPOSE FIELDS A. 4 — Multi- Purpose Fields 200' wide x 360' long includes embankment, root zone mix, irrigation, flow well for irrigation, and football goal posts . The 419 Hybrid Bermuda sod is listed separately on the bid . Sprigging is an alternate bid to the big roll 419 Hybrid Bermuda sod . Be Another alternate bid to the Multi- Purpose Fields is providing a price for artificial turf fields . The alternate bids for artificial turf fields are for 1 field, 2 fields, 3 fields and/or 4 fields. The artificial turf fields include artificial turf system , base construction, drainage system , inlaid field markings, and football goal posts . (This is intended to . be a complete ready to use system . ) 2 . LOCATION OF FACILITIES A. Concession/restroom building to be located just north of the proposed fields and centered between middle fields — drawing may be slightly smaller — layout maybe a little skewed from final product . Be Transformer — FPL to install transformers east of proposed concession/restroom building — there is an existing parking area and the transformer will be on the southwest corner of the parking area . C . Small bathroom building to be located between Fields 2 and 3 at south end of project . D . Maintenance/Storage building to be located where the recently removed mobile home existed . Electric service exists at this location . Size of maintenance/storage building is being increased to 20' x 20' (or equivalent size 400 SF — inside area ) . E. Small shelters (4) - 2 are located on the north side the proposed concession/restroom building, one is located on the south end between Fields 1 & 2, and one is located on the south end between Fields 3 & 4. Hose bibb and electrical outlet at each shelter with security covers . F . Dumpster pad and enclosure is located northwest of Field 4 by the entrance to the park and by the south dirt drive so it' s easy access for the sanitation vechicles . Per the contract, the Contractor must have the buildings designed, approved by the Project Engineer, permitted and constructed, to include electrical, mechanical, sanitary, water, etc . ( Complete and ready to use ) 3 . MISCELLANEOUS FACILITIES A. Sidewalk — there will be some minor modifications to sidewalk locations . These will be field adjustments and should not affect quantities . Be Aluminum bleachers — Two 5- row bleachers for each side of each field . Each bleacher. shall accommodate 50 persons . Co Drainage system — surrounds the fields and goes between the fields - underdrain system FAPublic Works\ENGINEERING DIVISION PROJECTS\ I 126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 1 I - 05- 12 .doc 3 D . Sanitary Sewer Collection System - this includes sanitary force main, gravity sewer; sanitary lift station and service connections to concession/restroom building,. small restroom and existing bathrooms. , E . Water Distribution . System to supply water to concession/restroom building, small bathroom building, water fountains and to small shelters ( hose bibb ) . F . Scoreboards — located at the south end of each field — not centered — about 50 feet from one side of field and close to the fence that surrounds the fields . G . Thorguardian Advanced Warning System for lightning. H . PA Systems — Contractor must supply make, model and specifications for the proposed system . I . Landscaping and irrigation — proposed trees, irrigation around those tree areas, J . Construction of 4 parking areas to fill in rest of park. K. Fencing for Multi- Purpose Fields — the fencing is proposed to be black vinyl coated fence, 6' high, total of 6 gauge which includes the vinyl coating. The plans show 4' high fence, but 6' height is proposed . L. Another part of this project is replacing the fencing for the Multi - Purpose baseball fields at north end of park. There is some rework on the backstops as outlined in the specifications . Aside from that, the work is limited to removal and replacement of the fabric/wire mesh and adjustment of posts and braces . Bottom rail will be added to the bid items . Jerry Davis, Indian River County ' Purchasing Manager, stated that bids will be turned into Purchasing, by 2 :00 p . m . on Wednesday, November 21St, 2012 . Please ensure all forms are submitted and signed/notarized ( in ink) where required . Any forms omitted or not signed/notarized where indicated will result in an automatic disqualification . All addendums must be completed and submitted with bid . MISCELLANEOUS QUESTIONS RECEIVED PRIOR TO MANDATORY PRE- BID MEETING QUESTION NO. 1 Please confirm the location, size (capacity), and voltage of the new FPL electrical transformer that will service the electrical needs of this project . ANSWER NO . 1 Proposed 500KVA, 3 phase, 277/480V. QUESTION NO. 2 Please confirm the electrical services for the small restroom building and irrigation pump and time clock are to be fed from the concession/restroom building. FAPublic Works\ENGINEERING DIVISION PROJECTS\ I126 - South Co Park Multi Purpose Fields\Admirn\Meetings\Pre-bid Meeting Minutes 1 I - 0542 .doc 4 ANSWER N0. 2 The electrical services for the small restroom, irrigation pump and time clock will be fed from the concession/restroom building. QUESTION NO . 3 Is the lift station electrical to be fed from the concession/restroom building? Or will it have a separate service . ANSWER NO. 3 The Lift Station will have a separate service and meter, and will not be fed from the concession/restroom building. QUESTION N0 . 4 Confirm sports lighting is not be included in this project' s bid ? ANSWER NO. 4 The Sports Lighting is to be constructed by " Musco Sports Lighting" under a separate contract with the County. QUESTION NO . 5 Where will the electrical components and switch gear for the sports lighting be located ? Are we to make provisions/space/accommodations for the sports lighting equipment inside the concession/restroom building? ANSWER NO. 5 The electrical room in the concession/restroom building will accommodate the sports lighting components . QUESTION NO. 6 Has a geotechnical investigation and/or report been performed for this site ? If yes, can this information be provided to bidders ? If no, are we to include the costs of a geo technical investigation/report in our bids? ANSWER NO. 6 Soils information is provided with Addendum #2 . Any additional geotechnical information required by provided by the County. F:\Public Works\ENG INEE RING DIVISION PROJECTS\ I 126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 11 - 0542.doc _ 1 5 QUESTION NO. 7 Please confirm that bid items #26 thru #29 and # A3-g thru #A34 is for the replacement of fence fabric only. Aside from the specifically mentioned modification to the existing back stops, there is to be no other repair, re-painting, replacement or modification to the existing fence frame work, posts, rails, gate frames, hinges etc. ANSWER NO. 7 This refers to the fencing at the baseball fields - Items 26 thru 29 and A3-g thru A34 include any adjustments, repairs or replacement of any missing or damaged parts, i . e . framing, rails, posts, caps, tension rods, paint, etc. Contractor is encouraged to visit the site prior to bidding. QUESTION NO. 8 Confirm the note on the Site Plan ( NW corner of the field area ) indicating 4' tall fence is P ncorrect. ANSWER NO. 8 As mentioned earlier in the Overview of the Project, a 6' high fence around the field is required . QUESTION NO. 9 Confirm there is not to be a fence or gate around the proposed lift station . ANSWER NO. 9 Per IRCDUS a fence with a 12' gate will be required around Lift Station . Detail will be attached to Addendum No . 2 . QUESTION NO. 10 Is there a minimum overhang depth for the concession/restroom and the small restroom buildings? ANSWER NO. 10 2' minimum QUESTION NO . 11 How are the 2 concession openings protected ? Rolling shutter, sliding glass windows? F :\Public Works\ENGIN EE RING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Ficlds\Admim\Meetings\Pre-bid Meeting Minutes I I - 05- 12 . doc 6 ANSWER NO . 11 Roll- up Door/Window —Metal that is Hurricane Rated QUESTION NO. 12 Please confirm the model # of the drink display cooler on the equipment list. (Section 45 1 . 6 . 6 . a ) ANSWER NO . 12 True model No . GDM49 or substitute as approved by Owner. (Will be reflected in Addendum No . 2 – Technical Specifications . ) QUESTION NO. 13 Please confirm the lavatory sink model #, the True model No . GDM - 19 is not a sink. (Section 45 . 1 . B. 6 . h ) ANSWER NO. 13 The Advance Tabco Model #7- PS-86 or substitute as approved by Owner. (Will be reflected in Addendum No . 2 On Technical Specifications ) QUESTION NO. 14 Confirm only one electrical room is required for the building and not one in each restroom . (Section 45 . 1 . 13 . 7 . b . 25 ) ANSWER NO. 14 Only one ( 1 ) electrical room is required for the concession/restroom building. QUESTION NO . 15 The chain link fence specifications and detail on Sheet C-3 conflicts with technical specifications section 16, FDOT specifications, which takes precedent ? ANSWER NO. 15 Chain link fence shall be black vinyl coated, 6' high, 9 gauge wire (6 gauge w/ vinyl coating) . QUESTION NO . 16 Section 47 of the Technical Specifications, part C, line 4, calls for fence post spacing of 8' maximum, this conflicts with fence specifications and detail on Sheet G3 as well as FDOT specification, what post spacing should be provided ? FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes I1 - 0542.doc 7 ANSWER N0 . 16 Fence post spacing shall be 10' O. C. to match existing fences on site . (Will be reflected in Addendum No . 2 - Technical Specifications ) QUESTION NO. 17 There is no mention of replacing the fabric on the gates of the baseball fields. Should this be added to the scope ? ANSWER NO . 17 YES . Fabric on gates shall be provided . (Will be reflected in Addendum No . 2 - Technical Specifications) QUESTION NO. 18 The dugouts on baseball Fields 1 & 2 have no bottom rail on the front edge facing the field of play. The other 2 baseball fields ( 3 &4) have this . Should this be added to the scope ? ANSWER N0 . 18 Yes . Bottom rail should be added and included in the cost of the fabric replacement . (Will be reflected in Addendum No . 2 - Technical Specifications) QUESTION NO. 19 The 10' tall sections that are adjacent to the dugouts in the baseball fields only have bottom rail up to the edge of the concrete . Should this bottom rail be extended to the end of the 10' tall fence section ? ANSWER NO . 19 Yes . Bottom rail should be added and included in the cost of the fabric replacement. (Will be reflected in Addendum No . 2 - Technical Specifications ) QUESTION NO. 20 In regards to disposal of materials, in this case fence fabric from the baseball fields, referencing Section 01009 of the Special Provisions, 1 . 1 General, Note C. . The old fence . material has value as a recyclable material . It would benefit the County to take possession . It would be most efficient, and have least environmental impact, to transport this material directly to a recycling facility. Please verify that the fencing contractor is not responsible for transport, and should leave the material on site in a designated area . F :\Public Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 11 - 0542.doc 8 ANSWER NO. 20 The old fence material shall become the property of the contractor and he shall dispose of the material properly. QUESTION NO. 21 If the fence is considered waste than would the following note apply? Sheet C-3, Note 7. "Solid waste disposal will be performed by Waste Management" Is the Owner paying for the debris removal on this project ? ANSWER NO. 21 Contractor is responsible to pay costs for debris removal . QUESTION NO. 22a and b The itemized bid schedule ( items 20-29 ) shows that all material is to be Black Vinyl Coated . a . The existing Baseball fields are currently Green Vinyl Coated . Do we assume the fabric going back up at baseball fields is to be green to match . b . Please confirm that the baseball fields and soccer field are going to be different colors. ANSWER NO. 22a The color will be black. ANSWER NO . 22b All fabric for fencing will be black. QUESTION NO. 23 Please confirm the location of the (4) Scoreboards so we can determine the cost for the electrical component to this item . ANSWER NO . 23 Scoreboards shall be placed approximately 25' south and 50' east of the S. E . corner of each field . QUESTION NO. 24 How will scoreboard be controlled ? Wireless? FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 11 - 0542 . doc 9 ANSWER NO. 24 They will be hardwired, not wireless, and controlled at the concession/restroom building. QUESTION NO. 25 Sheet C-3, notes on right edge of sheet — grass type is conflicting. Sheet C-3 States "ALL FIELD GRASS TO BE CELEBRATION HYBRID BERMUDA GRASS" . And note 8 states "ALL FIELD GRASS SHALL BE 419 HYBRID" . Further conflict exists on the Itemized Bid Schedule Item 31 calls for 419 Bermuda . Please confirm the type of grass to be used on the Fields. ANSWER NO . 25 419 Hybrid Bermuda Big Roll sod shall be used . (Will be reflected in Addendum No . 2 — Itemized Bid Schedule ) QUESTION NO. 26 Please confirm that Item 47 of the Itemized Bid Schedule is not to include the cost related to the grass/turf of the Multi- Purpose Fields . Do we assume that grass/sod cost shall be itemized in Line 31 of the Itemized Bid Schedule . ANSWER NO . 26 As mentioned previously, sod cost for the fields shall be a separate line item and will be Item #31 . QUESTION NO. 27 Sheet C- 12 shows the sanitary sewer piping as Ductile Iron (8" DI ) the Itemized Bid Schedule item 55-56 calls for PVC. Please confirm the piping type for the sanitary sewer. ANSWER NO . 27 Sanitary Sewer piping shall be PVC. QUESTION NO. 28 Sheet C-7 shows the 2" FM tying into an existing line "Contractor to field locate sewer line at tie- in location" Please provide the size and type of line we are schedule to tie into and provide connection details for connection . FAPublic Works\ENGINEERING DIVISION PROJECTSA 126 - South Co Park Multi Purpose Fields\Admirn\Meetings\Pre-bid Meeting Minutes 1I - 05- 12. doc 10 ANSWER NO, 28 The existing FM at the tie- in location is 4" PVC. Connections shall conform to IRCDUS standards . The tie- in will performed with a 4" x 4" tapping sleeve and a 4" to 2" reducer. The crossing of 20th Avenue will be performed by a directional bore . QUESTION NO. 29 Sheet G7 shows 8" sanitary running north from manhole 1A and tying into an existing manhole . Please provide the invert elevation . ANSWER NO. 29 Shown on Sheet G7 and the elevation a Manhole 1A for the 8" run to the existing MH at the existing bathroom facility is 12 . 44. QUESTION NO . 29 Please provide list of subcontractors not acceptable to IRC. If no list is provided please remove verbiage in the contract documents regarding changing unacceptable subcontractors at no additional cost . ANSWER NO . 29 No list will be provided . We also will not remove the language in the specifications about unacceptable subcontractors. However, we will look at subcontractors experience at performing a particular task . ( ie curb installation ) If they have never performed this work will probably will not allow them to do this work on this project. QUESTION NO. 30 Please provide the schedule backup for the 180 day substantial and 210 final completion dates, which liquidated damages are to be based . ANSWER NO. 30 The 180 days to Substantial Completion and 210 days to Final Completion was arrived at by having the fields ready for play in September, 2013 with an estimated construction start date toward the end of January/early February 2013 . QUESTION NO. 31 Can prefabricated restroom building be added as an equal to the two site built buildings ? F:\Public Works\ENG IN EE RING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 11 - 0542 .doc I 11 ANSWER NO. 31 Prefabricated buildings ( restroom/concession building and small bathrooms and the storage , building) will be added as an alternate bid . The prefabricated building must comply with all requirements shown in the Contract Documents . (Will be reflected in Addendum No . 2 — Itemized Bid Schedule ) QUESTION NO . 32 Section 3 . 4 B — the turf and stone system asks for 8" of stone . The industry-standard requirement is 6" of stone . The survey and soil samples will determine our engineering and design to make our final calculations on the drainage design within this stone base . ANSWER NO. 32 The Specification will be changed to "minimum 6"" . Will be reflected in Addendum No . 2 — Technical Specifications ) QUESTION NO . 33 What type of turf fiber? Slit4ilm or monofilament ? it would appear- that the county doesn't have a preference . Because of the nature of the use of the facility, Fieldturf _recommends the more durable slitAlm . ANSWER NO. 33 The County will accept both slit-film and monofilament . QUESTION NO * 34 Perforated , punched - hole backings, while not ideal, are adequate for this installation . There would be an up-charge for the superior SureLock coating system . ANSWER NO. 34 The County would entertain a better system , but not at a higher cost . QUESTION NO . 35 Turf manufacturers, as opposed to the yarn / fiber manufacturers should be named in the specs . The named yarn manufacturers will have nothing to do with the contracting of the full scope of work. Fieldturf is. fully vertically integrated as a yarn manufacturer, turf manufacturer, coater of the turf backing, contractor and installer. The site / stone / base would be the only scope of work subcontracted with Fieldturf. FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes I I - 0542 .doc 12 ANSWER NO . 35 There will be no change to the specifications . QUESTION NO. 36 The pile height should be a minimum 2 . 25" with infill height at a minimum of 1 . 75", namely since American football will be played . There should be a minimum 3 lbs . of sand and 3 lbs . of rubber per square foot in the infill . This should be expressly addressed . . ANSWER NO. 36 The pile height will remain 2" and infill to 1 W . Also the infill requirement will not change from current specifications . QUESTION NO* 37 Further clarification is required around the GMAX requirements and testing / performance . 125 G is exceptionally soft . Fieldturfs recommendation is that the field should be tested at the conclusion of the installation and the GMAX rating average of the field should not exceed 150 G . Proper maintenance performed by the county through the use of a Fieldturf GroomRight machine (included in our bid ) should keep these levels at or below the GMAX rating average of the field at 150 G . ANSWER NO . 37 GMAX rating will remain =< 140 at installation and remain =< 170 over the life of the warranty. QUESTION NO. 38 What about the use of a piggy- backed public cooperative purchasing system , TCPN which could be used to pull the turf from the general contract . It' s been used with three city governments here in Florida and TCPN was recently featured in an article in the Wall St . Journal . ANSWER NO. 38 This is an option that the County can pursue if desired . FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 1I - 0542.doc 13 QUESTIONS RECEIVED DURING THE MANDATORY PRE- BID MEETING QUESTION NO . 39 Is there a budget/engineer' s estimate for the project ? ANSWER NO. 39 The most recent budget estimate is $ 1, 600, 000. QUESTION NO. 40 Is there a line item for seal coating for the existing parking areas ? ANSWER NO . 40 This item has been added to the Itemized Bid Schedule with this Addendum No . 2 . QUESTION NO. 41 With regard to the trench crossing going across main drive, is flowable fill used over the trench ? What is the depth ? ANSWER NO. 41 No . Flowable fill has been removed from the specifications . Normal backfill procedures will be enforced . See existing trench detail in plans . QUESTION NO * 42 What PSI is required for the flowable fill ? ANSWER NO. 42 N/A QUESTION N0. 43 Are there sections of the park that must remain open to public? What about parking? F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes I , I - 0542 .doc 14 ANSWER NO. 43 The northern portion of the park will remain open — playground area and baseball fields . Areas of existing parking will need to be kept open during construction . A sketch/map will be provided for the areas of parking to be left open . QUESTION NO . 44 With regard to the Lift Station — is it a cold powder epoxy coating on it or is it fiberglass lining? ANSWER NO . 44 Per Mike Hotchkiss, IRCDUS, typically concrete — no liner. QUESTION NO. 45 Does the typical detail show a generator on the lift station ? ANSWER NO . 45 No . QUESTION NO. 146 Note . 3 on Sheet C1 states prepare some temporary parking and storage — where are these . areas to be located ? ANSWER NO. 46 In the area on the north section of the drive where the two proposed parking bays to be . constructed . QUESTION NO. 47 Are there any special requirements for fill dirt/any gradation requirements ? ANSWER NO. 47 All fill dirt shall meet AASHTO Soil Classification A=3 with a maximum of 10% passing the 0.075 ( 200) sieve . QUESTION NO. 48 Are old septic tanks being imploded behind existing restroom area ? FAPublic Works\ENGINEERING DIVISION PROJECTS\ I 126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 11 - 05- I2. doc 15 ANSWER NO . %48 Abandon drain field and old septic tanks — fill with sand — all of this work is done through IRC Environmental Health . QUESTION NO . 49 Do the County lift stations have an RTU ? ANSWER NO, 49 Yes . QUESTION NO. 50 The plans show some 12" PVC pipe listed for drainage — cross drains . Is this ADS ? Or HDPE ? ANSWER NO. 50 We changed it all in the Specifications and show it as Corrugated Aluminum , QUESTION NO, 51 Is there a DEP permit for the water line ? There is one sample pointing on the water and then one in the middle of the road . ANSWER NO. 51 Kimley- Horn Associates, Inc. as EOR has applied for the permit . If the permit has been issued prior to Addendum No . 3, a copy will be supplied . If not, we will try to direct you on how to bid . QUESTION NO. 52 Are the 6" water mains correct going up to all buildings ? There are no backflows shown on plans — is this correct ? ANSWER NO . 52 We will reduce 6" water mains to 2" water mains in some places . Detail sketch is attached . No backflow preventer is required at restrooms for service. QUESTION NO. 53 For the lift station — what are the motor sizes and what is the voltage expected ? F:\Public Works\ENGMEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes I I . 05- 12. doc i 16 ANSWER NO. 53 3 . 75 HP QUESTION NO , 54 Are there wind loads on the lift station for the panels for Building Department requirements ? ANSWER NO. 54 Kimley- Horn and Associates, Inc. will do the wind loads calculations . QUESTION NO. 55 If the lift station is being pulled off on a separate metered service, should a CT Cabinet and a CT metered cabinet be installed ? ANSWER NO . 55 No . QUESTION NO. 56 Are plans available today? ANSWER NO. 57 Plans and Specifications are available in Building A, Public Works . QUESTION NO. 58 Where is the nearest hydrant in proximity to the concession/restroom building? Is that a concern ? ANSWER NO . 58 Per Kimley Horn, existing fire hydrants are close enough . However, quantities are being adjusted and a fire hydrant assembly and related appurtenances are added to the bid . QUESTION NO. 59 Is a walking trail from the park that inter-connects to the sidewalks on 5th Street SW included in the plans ? FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes 1I - 0542.doc 17 ANSWER NO. 59 Additional walking trail north of the multi-purpose fields will not be included with this project. QUESTION NO, 60 Can the Sign - in Sheet for today's meeting be emailed or attached to Addendum No . 27 ANSWER NO . 60 The Sign- In Sheet will be posted on DemandStar immediately following the meeting and will be included in Addendum No . 2 QUESTION NO . 61 Is there a difference between an all rubber and an all sand field in terms of heat ? ANSWER NO. 61 Not really. FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\Meetings\Pre-bid Meeting Minutes ll - 0542 .doc I - 0542 .doc MANDATORY PRE-BID CONFERENCE Sign4n Sheet Bid No. 2013009 — South County Regional Park Multi- Purpose Fields November 5, 2012 @ 2 : 00 PM Purchasing Conference Room #B 1 - 501 Name Company . Phone & Fax Address Email , QoKf884 • .1.Q $ 469N) & 443- 1PAAI110 .usrN ss es ntaf� a6 C X11 . Cc f a b6ac o Ksrauct�c r + • . Q o q . 89'4o T o 3 (e (FAX T k5CW v R 3 zx. 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J c ' ,,() O>w 7 j�'� TUwwji.oc,.� (�it `����vycrr@colla.� cam Spatitf 7 �a-F cin, S� � ' 365- ! x/ g�/ � jw c.!! c� ��ao�# �Y.�fp�/E SGL eL� �� �. bN F� 3jyy ® �S'. r Tr c, ►� � 50 J0 �� � 3 3 pq1�, gar- i 37- 5 &5 " 40+� Rn CO Z day S f-�+ art' FL 3`f 9q S' e ,-- � �q-3c �L P8 - s _ 1 X70 � � e � L MANDATORY PRE-BID CONFERENCE Sign=In Sheet Bid No . 2013009 — South County Regional Park Multi Purpose Fields November 5, 2012 @ 2 : 00 PM Purchasing Conference Room 01 -501 Name Company Phone& ,Fac Address Email TICK 61kROFF FPOCTgp C'vhSTp4cTI °*4 (171) 23rl - f110q Zorn V Hwy 1 ,45V /�(6/Sc N�1<r�OP/� c7alcrc . c ��y 235 - Ft ?r8 k � R� r:C y2yd d ` h �j �� c4R- 32 ► - 5w AAc C a r .,n % ¢ o w enc t 325 34 S ia, /•} '�S '127 5 l 259 '1 0 t 44o t 38 1.9a y S . �t act �(4 t! T -�� T1c • 104 666 3p° 1k 5 }- t?emp rv►r5 FL 33 ? t ( `% La Cc.5 OL if & to 4c C2 OIL kodw &I/door 4T i� I% 61/4� ( ;7w! X7 Gleo Z VIAS /Wsltro c !//f 1A ? c Gs.• ¢ ns�' Svgs ��E o -nz zig 3 2441; C o ) 32911 11MW t ~ &1W � p �S/o � � / •+� -M Zfc 3 8144 ( F ? sr�-r 1 FL S +117 S� +I �N�c.u-poEst� .o +*. 7z � � S - 3o7z 1711 1At� • �+ � v lt. � Li � 7#c c � - 6AICTf ( lt� 7 7 rIC�' � :� R r ,lc c:+� ,,i - �; sL^ zo7 A, /we . i`!� r4TI Agi K ciolfew 4Z, J ( �� �' U• � t � l � (� � 72 � ZZ �i — �(> > � J 'lv� .� G+ , , c L �} U 10 rL 114h c �'AAJ§ . �Z - 7Z6 � q7 41 (/�A � )3cf� �2y(p7 �( �l ��r� ,,���, , r c t depo , G a7 ip�2Y D �'t die Pv.2c� 1�� 7�z - az6 -1 � l6 I foo r�' sr VB MANDATORY PRE-BID CONFERENCE Sign -In Sheet Bid No . 2013009 — South County Regional Park Multi-Purpose Fields November 5; 2012 @ 2 : 00 PM Purchasing Conference Room #B1 -501 Company. 00 00t „ "14 : r. ^ _:Aslan - Email 8' v & /�i rL r a 1 ie tcN 27T 1^ elltQ rceoilcO MANDATORY PRE—BID CONFERENCE Sign4n Sheet Bid No. 2013009 — South County Regional Park Multi-Purpose Fields November 5, 2012 @ 2 : 00 PM Purchasing Conference Room #B1 -501 NameCompanyA4 . : � •=1 . •E s mail 11 • �:% •• , . ;t A.fix ';` - , tfr RLI V "l71 ^• �.�J �. �J i (e t} ' d' .c.>•`_� :� e. A�, -• r '`�ti•_ adJ• 1 " i L..1 .�•al-1 ��� : � '? r''...c+�a a.t_ C:. .r r,� IZ O r4VZ L, �Eti1 � � '7 �L 33 - ooh n via � R ��// �-/ `1 � SSS/ sE l�i,►� �' C r 5✓�n� �.�ri'�ci �5 - jGI` o�t ei �C111G � � S I.�a+� ,�' 7'l0?. �� lr� ISG 3•� I f ✓� l �. -res co, - Z� `7v i� s� ce- ��1/. ��� Dr5 A1 1/5 j4 6 Wcj y. 772 - c/�� �� � 3 .� � 1A (I/' c'�j/IiS. • f'aA( 1' � ��A FT 311 � Y 5 >, �q � � 7?2 - `110 S � ,? x•17 5' 73 �l 8 Gatiwt i� • a � Jar f o� � � \(o o�< r! � �Q V� AC/� •• • . � � � ` d � 77Z � ,qt0 � 2 tv a 0/1) r I0f4 , 4 r' L F ' JS' e `o M II 'dozy 711:!r 3cr72 (� 171'7 hb&#W R.v� dSc�l �1cEs r� C� av z7Z - � �� • 301 � �� ^'"�� 7L � f �t/1�.��jt� T� /ia zw7r xAczf' Aw J U , � ,/ � L/[�" Cr • • Y ! �f� /71i i14 4al f l/ .y� '� 4elew jr Jt� C. AtAn? � f %%WA GJ Ye/' V 6r,,, CA �Z ?elbv lz ich 6 �= IZC_ )24ec a 47v1 ,\ -?7 'L 22 C - ) 7 3 7 z �' n �" ' l'cg oU . . . Con. MANDATORY PRE-BID CONFERENCE Sign-In Sheet Bid No. 2013009 -- South County Regional Park . Multi-Purpose Fields November 5, 2012 @ 2 : 00 PM Purchasing Conference Room #B1 -501. Name ' Company Address Email RomF° r 32t _ � Z� Slab f'M`n1 32 04. robed- ¢ Jcaec� rwarden • c <Z 13 (034v. 3 3 a- ( 07 so OI- c .e 6 e7 a J lzoa> e 9 s J D GL. r 172 ✓2 ( o M ��.! t l 3 3 L /0::7 1 3 33OV � / V. c� 1zrC000 � GV1 �Q� 2 $13 ' ZZb - ? `� Sr1 �� QcQ2SmE �,,)a��R� ck� . �oYh 313 - Z311 - 0 5L � m 33 S4 t - S b g - Z. '1 3 t 1s Sow . t�iXc C eTYST PbIQLQ,*< e,� af'v �c �S . jai L tc.�; 4t=L Ci'1Je '�o � rb �vs C" �,, 1t4t_;o�.� 1'i 2 - "i41 - 603 �i � w Q: �� �c Ft 'S�l9 �f be ve+�l ;ruck 'G CN � is 1 Dl�•fcb � V4;ZT0 561 - � 3oZ -343 f �$$5 PI KKto� VIP c � GoP-` �R � fEN *7 r 4,134eFL000eelle r1GZ a o 46 'br5 - -rr7 • '7i.n -1 12, 3 22'i O f ��t`fCs . t �^ Z2 � 0000 S c �lE ��► a 3 `�,�cj }vu' w 3Z 3 - 8777 9101 �� .'erre .81� d Pl�M6 : �s 1 � Floi ' A 4A 0/0,0p-' 11 Abe06 0% 4d So % r F{ % plcc ICL 3y951 , Tt2r L( � 7ct7� e /9o4- - eon_ ALTERNATE BID 2 SPRIGGING PART 1 = GENERAL 1 . 01 DESCRIPTION The contractor shall furnish all labor, equipment and materials necessary for grassing all areas indicated on plans . Contractor must provide statement of additional time required to Contract to allow for full grow-in of sprigs . Additional time statement must be included with bid . 1 . 02 STORAGE OF MATERIALS The Contractor shall provide space for storage of sprigs prior to place in a manner that will not endanger or restrict pedestrian or vehicular traffic or interfere with other aspects of the work . PART 2 - PRODUCTS 2 . 01 SPRIGS The fields shall be sprigged with 419 Hybrid Bermuda Grass Sprigs . 2 . 02 GRASSING EQUIPMENT A. Rollers : A cultipacker, traffic roller or other suitable equipment will be required for rolling the sprigged area . PART 3 - EXECUTION 3 . 01 SPRIGGING Install 419 Hybrid Bermuda grass sprigs at a rate of 30 bushels per 1000 SF . Water immediately after planting and keep soil moist for 3 to 5 weeks. One week after planting , apply 250 pounds ammonium nitrate per acre , once each week for the first 3 weeks . Apply when grass blades are dry. Follow by watering to prevent burning . Apply Y4 Ib . 24D per acre to control broadleaf weed as labeled until weeds are gone . Begin mowing turf at 1 " height 3 to .4 weeks after planting . Second application to be 500 pounds per acre application of 10-20-30 fertilizer. Repeat ammonium nitrate applications as necessary until grow-in is complete. A . Watering : Newly-sprigged areas are to be watered by Contractor as necessary to keep sprigs alive . Dead sprigs shall be replaced by Contractor prior to closout . Be Rolling : Immediately after completion of the sprigging , the entire grassed area shall be rolled thoroughly with the specified equipment . At least two trips over the entire area will be required . C . Fertilizing , watering , mowing , etc . may be modified only if approved by Indian River County . F:\Public Works\ENGINEERING "DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Altemate Bid 2.doc ALT-2- 1 i - 3 . 02 TURF CARE PROGRAM It shall be the Contractor' s responsibility to provide a turf care program for a 6-month period commencing on the date of final acceptance . This turf care program shall include aerifying , insect control , weed control , disease control , rye grass over seeding and spot sprigging operations as necessary to maintain each field in healthy condition . Application rates of insecticides , herbicides , fugicides , nematicides , soil fumigants , etc . , shall be in accordance with manufacturer's recommendations . Fertilization shall be performed by the Owner in accordance with Contractor's and fertilizer manufacturer' s recommendations . Fertilizer shall be 10-20-30 . Contractor shall make , at a minimum , one visit per month to the fields to inspect and perform any operations necessary to maintain the fields in a healthy condition . All mowing operations shall be performed by the Owner at substantial completion of the project. A . Turf Care Chemicals : Acceptable herbicides , insecticides , fungicides , and nematicides are as follows : 1 . Herbicides : Trimer plus , Pennant, Sencor 2 . Insecticide : Nemacr, Mocad , Triumph , Orthene , OL , of Ofthanol 3 . Fungicdes : Daconil 4 . Nematicide : Daconil Be Typical Turf Care Calendar: Contractor shall submit to the Engineer a proposed turf care calendar indicating generally during which month (s) various operations are typically performed . A sample calendar would be as follows : 1 . January : Weed control 2 . February : Aerate 3 . March : Fertilize 4 . Etc . END OF SECTION FAPublic Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract DocumentsWltemate Bid 2.doc ALT-2-2 ALTERNATE BID 4 PREFABRICATED BUILDINGS Prefabricated building may be bid as an alternate bid for the concession/restroom building , small bathroom building , and the maintenance/storage building . The prefabricated building must comply with specifications for each of the buildings that the bid is alternate for. ITEM OF PAYMENT A 4-a Prefabricated Concession/Restroom Building (design , permit and contruct) Per Lump Sum A 4- b Prefabricated Maintenance/Storage Building (design , permit, and construct)- Per Lump Sum A4-c Prefabricated Small Bathroom Building (design , permit and construct) Per Lump Sum END OF SECTION FAPublic Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Altemate Bid 4 Specs.doc ALT-4- 1 * ADDENDUM #2 = 1144012 ITEMIZED BID SCHEDULE SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS FOR LACROSSE , SOCCER & FOOTBALL PROJECT NO. 1126 - BID NO. 2013009 BIDDER'S. NAME : 01 Y % IK ONNF h. QU 1 10 MOBILIZATION (INCLUDES PUBLIC CONSTRUCTION BOND) 1 LS F32 EROSION AND WATER POLLUTION PREVENTION CONTROL 1 LS RECORD DRAWINGS/AS-BUILT DRAWINGS 1 LS 4 SURVEY CONTROL INSTALURE-ESTABLISH , LAYOUT 1 LS 5 CLEARING AND GRUBBING 1 LS 6 EXCAVATION , EMBANKMENT, STABILIZATION & GRADING 1 LS 7 STABILIZATION TYPE "B" LBR 40 (8") 8, 177 SY 8 CEMENTED COQUINA SHELL BASE (6") 4, 107 SY 9 ISUPERPAVE ASPHALTIC CONCRETE SP-9. 5 ( 1 .5") 31900 SY PAVEMENT REPAIR (FOR WATER MAIN AND SANITARY CROSSING * 10 ENTRANCE DRIVE) (INCLUDES 2-1 /2" SP-9.5 (2-LIFTS) 225 SY * 11 12" CORRUGATED ALUMINUM PIPE CULVERT 188 LF 4" HDPE UNDERDRAIN (PERFORATED) FURNISH AND INSTALL 12 (INCLUDES ALL APPURTENANCES) 21810 LF 13 121X21 CONCRETE YARD INLET WITH CONCRETE FLUME 1 EA 14 112" MITERED END SECTION (CROSS DRAIN) (FDOT INDEX #272) 1 EA 15 112" MITERED END SECTION (SIDE DRAIN) (FDOT INDEX #273) 6 EA 16 JUNDERDRAIN CLEANOUT 41 EA * 17 SIDEWALK, 6" THICK CONCRETE 3,211 SY 18 BLEACHER PAD, 6" THICK CONCRETE (55' x 15') (8 REQUIRED) 734 SY 19 CONCRETE ACCESS TO LIFT STATION (6" THICK) 150 SY 20 FENCING TYPE B (BLACK VINYL COATED) 6' HIGH 31255 LF 21 FENCE GATE ( 16') DOUBLE SWING (6' HIGH) (BLACK VINYL COATED) 1 EA 22 FENCE GATE ( 161) SLIDING (6' HIGH) (BLACK VINYL COATED) 2 EA 23 FENCE GATE (12') SLIDING (6' HIGH) (BLACK VINYL COATED) 1 EA 24 FENCE GATE (81) SWING (6' HIGH) (BLACK VINYL COATED) 3 EA 25 FENCE GATE (61) SLIDING (6' HIGH) (BLACK VINYL COATED) 1 EA 00310-3 F:iPublic WoikMENGINEERING DIVISION PROJECTS\1126 - South Cc Pedc Mufti Purpose FieldsWdmimtbid documemstt 126 - Itemized Bid Schedule ADD 2.xls * ADDENDUM #2 - 11 -84012 ITEMIZED BID SCHEDULE SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS FOR LACROSSE, SOCCER & . FOOTBALL PROJECT NO. 1126 - BID NO. 2013009 BIDDER'S NAME : BASEBALL FIELD (4) FENCING (6' HT OUTFIELD AND SIDES) (REMOVE 26 AND REPLACE) (BLACK VINYL COATED) 31108 LF BASEBALL FIELD (4) (FENCING 10' HT SIDE FENCE) (REMOVE AND 27 REPLACE) (BLACK VINYL COATED) 984 LF BASEBALL FIELD (4) (DUGOUTS, SEE SPEC FOR HT) (REMOVE AND 28 REPLACE) (BLACK VINYL COATED) 736 LF BASEBALL FIELD (4) (BACKSTOPS, SEE SPEC FOR HT) (REMOVE AND 29 REPLACE) (BLACK VINYL COATED) 256 LF 30 PERFORMANCE TURF (SOD) (ARGENTINE BAHIA) 23, 340 SY PERFORMANCE TURF (BIG ROLL SOD) (419 HYBRID BERMUDA) (FOR * 31 MULTI-PURPOSE FIELDS) 32 ,000 SY 32 ' SLASH PINE ( 1 " CAL., 51�6' HIGH) 12 EA 33 SOUTHERN LIVE OAK (3" CAL. , 12'-14' HIGH) 95 EA 34 , ISABAL PALMETTO (16' C.T. , HEAVY, BOOTED, 6 FROND MIN .) 96 EA 35 SAW PALMETTO (3 GAL., 14'1X14") 74 EA 36 1 IRRIGATION FOR LANDSCAPING 1 LS REFLECTIVE PAINT PAVEMENT MARKINGS (611) (WHITE) PARKING * 37 STRIPES 41280 LF * 38 REFLECTIVE PAINT PAVEMENT MARKINGS (611) (DOUBLE) (YELLOW) 11000 LF * 39 IREFLECTIVE . PAINT PAVEMENT MARKINGS (24") (WHITE) STOP BAR 180 LF * 40 REFLECTIVE PAINT PAVEMENT MARKINGS (611) (BLUE) 640 LF * 41 REFLECTIVE PAINT PAVEMENT MARKINGS HANDICAP SYMBOL 16. EA * 42 SINGLE POST SIGN (R1A ) STOP (30") 7 EA 43 SINGLE POST SIGN (FTP-20-6) (FTP42-6) ACCESSIBLE PARKING 14 EA WHEEL STOP (STANDARD)(CONCRETE) 7' LONG (INCLUDING 44 REBAR) 96 EA CONCESSION/BATHROOM BUILDING (DESIGN , PERMIT AND 45 CONSTRUCT) 1 LS MAINTENANCE/STORAGE BUILDING (DESIGN , PERMIT AND 46 CONSTRUCT) 1 LS 4 (FOUR) (360' x 200') MULTI-PURPOSE FIELDS, COMPLETE W/ GOAL POSTS, READY FOR PLAY (INCLUDING IRRIGATION , WELL, ROOT 47 IZONE MIX, ETC.) 1 LS 48 SMALL RESTROOM BUILDING (DESIGN , PERMIT AND CONSTRUCT) 1 LS 49 JALUMINUM BLEACHERS (5 ROWS, 50 PERSON CAPACITY) 16 EA ' 50 SMALL SHELTER ( 12' X 22') (DESIGN , PERMIT AND CONSTRUCT) 4 EA IDUMPSTER PAD AND ENCLOSURE (DESIGN , PERMIT AND 51 CONSTRUCT) 1 LS CONCRETE WATER FOUNTAINS (REFRIGERATED) (PARKnPOOL, MODEL #16WC-00001 OR SUBSTITUTE AS APPROVED 52 BY OWNER) 8 EA 00310.4 F:1Publle Works ENGINEERING DNISION PROJECTS\1126 - South Co Perk Muhi Puroose Fieids\Admim\bid documents\1126 . hambed Rid'Sr nduia A!)1) 9 r1.e * ADDENDUM #2 - 11 -8-2012 ITEMIZED BID SCHEDULE SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS FOR LACROSSE, SOCCER & FOOTBALL PROJECT NO. 1126 - BID NO. 2013009 BIDDER'S NAME: zz 1&0 NZ gim win FURNISH AND INSTALL 6" PVC WATER MAIN AND ALL * 53 APPURTENANCES 644 LF 54 6"1 TAPPING SLEEVE AND VALVE 1 EA FURNISH AND INSTALL 8" PVC SANITARY SEWER MAIN AND ALL * 55 APPURTENANCES 1 , 186 LF FURNISH AND INSTALL 6" PVC SANITARY SEWER CONNECTION AND 56 ALL APPURTENANCES 72 LF * 57 SANITARY SEWER MANHOLE 4' DIA. (414 DEPTH) 1 EA 58 SANITARY SEWER MANHOLE 4' DIA. (81-12' DEPTH) 2 EA 59 SANITARY SEWER MANHOLE 4' DIA. (1211 DEPTH) 2 EA LIFT STATION (FURNISH AND INSTALL) (WITH OUT BACK UP 60 GENERATOR) 1 EA FURNISH AND INSTALL 2" PVC SANITARY SEWER FORCE MAIN AND * 61 ALL APPURTENANCES 315 LF SCOREBOARDS (COMPLETE INSTALLATION WITH POWER CONNECTIONS READY TO USE) (VARSITY SCOREBOARDS MODEL 62 #VSBX-630 OR SUBSTITUTE AS APPROVED BY OWNER) 4 EA THORGUARDIAN ADVANCED WARNING SYSTEM FOR LIGHTNING EA 63 (OR APPROVED EQUAL) 1 IPA SYSTEM (POLE MOUNTED) CONTRACTOR TO PROVIDE MAKE, 64 MODEL AND SPECIFICATION OF PROPOSED SYSTEM) 4 EA 1421 TAPPING SLEEVE AND VALVE , WITH 4' 1 REDUCER FOR * 65 FORCE MAIN TIE-IN 1 EA FURNISH AND INSTALL 2" PVC WATER MAIN WITH ALL * 66 APPURTENANCES 456 LF 16"1 TEE, AND GATE VALVE, FIRE HYDRANT ASSEMBLY, 10 LF 6" * 69 PVC WATER MAIN 1 EA WALKING TRAIL (12' WIDE, 6" COMPACTED SHELLROCK, MEANDER THROUGH TREES) (INCLUDES CLEARING OF EXOTICS, SMALL * 70 TREES , TOPSOIL, ETC. 700 LF * 71 SEAL COAT THREE EXISTING PARKING AREAS 11515 SY F&I 2" SANITARY SEWER FORCE MAIN DIRECTIONAL BORE UNDER * 72 120TH AVE. 70 LF FORCE ACCOUNT 1 LS 75,000.00 76,000.00 SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS TOTAL LS = Lum Sum EA = Each SY = S ware Yard LF = Linear Foot TOTAL BID AMOUNT INCLUDING FORCE ACCOUNT( IN WORDS) : ALTERNATE BID ITEMS NEXT PAGE 00310.5 FAPublic Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Flelds\Admimlbid documerdsX1728 - hemized Bid Schedule ADD 2.) ls * ADDENDUM #2 - 11 -8-2012 ITEMIZED BID SCHEDULE SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS FOR LACROSSE, SOCCER & FOOTBALL PROJECT NO. 1126 - BID NO. 2013009 BIDDER'S NAME: ALTERNATE BID ITEMS (3601x2001) MULTIPURPOSE FIELDS, COMPLETE READY FOR PLAY (INCLUDING ARTIFICIAL TURF SYSTEM, GOAL POSTS, INLAID FIELD MARKINGS, BASE CONSTRUCTION , DRAINAGE SYSTEM, ETC. (IN Al -a LIEU OF SOD FOR MULTI-PURPOSE FIELDS) 1 ' FIELD (360'x200') MULTIPURPOSE FIELDS, COMPLETE READY FOR PLAY (INCLUDING ARTIFICIAL TURF SYSTEM , GOAL POSTS, INLAID FIELD MARKINGS, BASE CONSTRUCTION , DRAINAGE SYSTEM, ETC. (IN Al -b I LIEU OF SOD FOR MULTI-PURPOSE FIELDS) 2 FIELD (360'x2000) MULTIPURPOSE FIELDS, COMPLETE READY FOR PLAY (INCLUDING ARTIFICIAL TURF SYSTEM, GOAL POSTS, INLAID FIELD MARKINGS, BASE CONSTRUCTION, DRAINAGE SYSTEM, ETC, . (IN Al -c LIEU OF SOD FOR MULTI-PURPOSE FIELDS) 3 FIELD (3601x2001) MULTIPURPOSE FIELDS, COMPLETE READY FOR PLAY (INCLUDING ARTIFICIAL TURF SYSTEM , GOAL POSTS, INLAID FIELD MARKINGS , BASE CONSTRUCTION , DRAINAGE SYSTEM , ETC. (IN AIA LIEU OF SOD FOR MULTI-PURPOSE FIELDS) 4 FIELD SPRIGGING 30 BUSHELS PER 1000 SF (IN LIEU OF SOD FOR MULTI- A2 PURPOSE FIELDS) (SAME AS 47 EXCEPT WITH SPRIGS 32 000 SY FENCING TYPE B 6' HIGH (PVC COATED STEEL CHAIN LINK FENCE A3-a FABRIC) 31255 LF FENCE GATE (161) DOUBLE SWING (6' HIGH) (PVC COATED STEEL A3-b CHAIN LINK FENCE FABRIC) 1 EA FENCE GATE (161) SLIDING (6' HIGH) (PVC COATED STEEL CHAIN A3-c LINK FENCE FABRIC) 2 EA FENCE GATE (121) SLIDING (6' HIGH) (PVC COATED STEEL CHAIN A3A LINK FENCE FABRIC) 1 EA FENCE GATE (V) SWING (6' HIGH)(PVC COATED STEEL CHAIN LINK A3-e IFENCE FABRIC) 3 EA FENCE GATE (61) SLIDING (6' HIGH) (PVC COATED STEEL CHAIN LINK A34 _ FENCE FABRIC) 1 EA BASEBALL FIELD (4) FENCING (6' HT OUTFIELD AND SIDES) (REMOVE A31 AND REPLACE) (PVC COATED STEEL CHAIN LINK FENCE FABRIC) 3, 108 LF BASEBALL FIELD (4) (FENCING 10' HT SIDE FENCE) (REMOVE AND A34 REPLACE) (PVC COATED STEEL CHAIN LINK FENCE FABRIC) 984 LF BASEBALL FIELD (4) (DUGOUTS, SEE SPEC FOR HT) (REMOVE AND A3 j IREPLACE) (PVC COATED STEEL CHAIN LINK FENCE FABRIC) 736 LF BASEBALL FIELD (4) (BACKSTOPS, SEE SPEC FOR HT) (REMOVE AND A3* REPLACE) (PVC COATED STEEL CHAIN LINK FENCE FABRIC) 256 LF TOTAL ALTERNATE 3 PREFABRICATED CONCESSION/RESTROOM BUILDING (DESIGN , A4-a PERMIT AND CONSTRUCT) 1 LS PREFABRICATED MAINTENANCE/STORAGE BUILDING (DESIGN , A4-b PERMIT AND CONSTRUCT) 1 LS PREFABRICATED SMALL BATHROOM BUILDING (DESIGN , PERMIT A4-c JAND CONSTRUCT) 1 LS NOTE : IF THERE IS A DISCREPANCY BETWEEN THE PLANS (SUMMARY OF QUANTITIES) AND THE ITEMIZED BID SCHEDULE , THE BID DOCUMENTS WILL GOVERN . 00310-6 F:1Public WoftNENGINEERING DIVISION PROJECTS11126 - South Cc Park Mufti Purpose FieldMAdmlmlbld doeumems11126 - Itemized Bid Schedule ADD 2jds . SECTION we 5 - CLEARING AND GRUBBING The work specified in this item shall conform to Section 110 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction . (2010) with the following modifications : A. PF* GF to any GleaFiAg and gFubbing , the GGAtFaGteF Will stake the Fight 9 Unimproved areas shall be cleared of trees , logs , stumps , brush , vegetation , rubbish and other perishable or objectionable matter within limits shown on the plans excepting for certain trees and shrubs shown on the plans or as directed by the Engineer which are to remain undisturbed and protected . Stumps and roots between slope stakes in cuts and in embankments 3 feet or less in depth shall be removed to a depth of 18 inches below subgrade . No stumps , roots , or perishable matter of any description shall remain under concrete slabs or footing , including pavement and sidewalks . The limits of Clearing and Grubbing shall extend 4' outside the proposed fence around the Multi- Purpose Fields , along with 2 ' outside the proposed walking trail on each side , . necessary area around proposed parking areas , and area of the Concession/Restroom Building , and Maintenance/Storage Building Area . Be No trees shall be removed or relocated until the Engineer or his representative has marked all trees to be saved , after a review of the project site with the Contractor's representative . C . Where the final pavement or structural work will , be close to existing trees , the Contractor shall exercise care in the vicinity of the trees . Further, the Contractor shall saw cut along the edge of the outside limits of the stabilization , structure subgrade or sidewalk to a minimum depth of 4 feet below the finish grade and paint with a commercial grade pruning paint the ends of all sawn roots . If directed by the Engineer or where shown on the drawings , work shall be done by hand in order to protect the trees . D . The Contractor shall exercise care when working in the vicinity of all trees to remain so as to not damage or remove major root structures . The Contractor shall not pull hair or major root structures . All severed roots shall be sawn clean and paint with pruning paint. Stumps , roots , etc . , shall be completely removed and disposed of by the Contractor. Undesirable, dead , and/or damaged trees (as so designated by the Engineer) shall be removed . E . All trees to be removed shall be disposed off site ; burning will be strictly prohibited . F . All trees or shrubs which are to remain shall be preserved and protected by the Contractor. Where the removal of valuable trees or shrubs specifically for transplanting is required , this work shall be done in cooperation with the Owner and at no additional expense to the Owner. G . All items to be removed shall be excavated to their full depth . All culverts removed from residential driveway entrances within the right-of-way shall become the property of the respective homeowner. Those homeowners not desiring the culverts may donate them to the County free of charge . (See Paragraph C , Special Provisions) The Contractor shall transport the culverts to the County's storage yard . All metal castings for catch basins , manholes , or other structures shall be carefully removed Addendum #2 11 /8/2012 01025-20 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2 .doc and stored in the County's Storage Yard if they are deemed salvageable by the Engineer. The excavated materials shall be removed from the job site and disposed in a location designated or approved by the Owner. Any culverts , structures or any material excavated or removed from the project site under clearing and grubbing deemed unsalvageable by the Engineer shall be disposed of in a legal manner by the Contractor. Where required , suitable material as approved by the Engineer shall then be backfilled and compacted to restore the original contour of the ground. The fill material shall be backfilled and compacted in accordance with Section 6 of these specifications . H . No additional payment will be made , nor will additional work, or change orders be authorized for work needed to remove , relocate , protect, or otherwise account for in the construction of the work depicted in the plans , for any feature , or item that would be apparent from a careful inspection of the site and review of the plans , even though such feature or item is not specifically called out in the plans . It is therefore essential the contractor make such inspection and review. I . The unit price bid for this item shall include the cost of all labor, tools , and equipment necessary to excavate , remove , and dispose of those items as directed by the Engineer and where designated on the Drawings . The cost of restoration and backfill and compaction for the specific area of removal shall also be included under this item . Item of Payment Payment for the work specified in this item shall be made under: Bid Item 5 - Clearing and Grubbing - Lump Sum SECTION — 6 - EXCAVATION , EMBANKMENT AND GRADING A . Earthwork shall be paid for as embankment . Cost shall include all work specified in this section and Section 120 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . Be Earthwork quantities shall be considered as in -place material with no shrinkage or expansion factors . co Subsoil Excavation on Any excavation below the proposed bottom elevation of the select fill , isolated swale bottom locations , isolated locations for pipe installations and as approved by the engineer shall be paid for as subsoil excavation . Contractor shall coordinate with county representative prior to any subsoil excavation . D . Embankment on General Requirements for Embankment Materials : The following is added after the first paragraph of Subarticle 1204 . 2 : Roadway Design Standard Index No . 505 , Embankment Utilization Details is modified by the addition of the following : Any stratum or stockpile or soil which contains obvious pockets of highly organic material may be designated as muck or unsuitable for construction of subgrade by the Owner. Backfill ' material containing more than 2 . 0 % by weight of organic material , as determined by FM 1 -T 267 and by averaging the test results for three randomly Addendum #2 11 /8/2012 01025-21 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doc selected samples from each stratum or stockpile of a particular material , shall not be used in construction of the reinforced volume . If an individual test value of the three samples exceeds 3 . 0 % , the stratum or stockpile will not be suitable for construction of the reinforced volume . No A-8 material permitted in embankment. E . Payment shall be made under: Bid Item No . 6 — Excavation , Embankment, Stabilization & . Grading —Per Lump Sum SECTION — 7 - STABILIZATION The work specified in this item shall conform to Section 160 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . A . Sub Article 160-5 . 1 is modified by the addition of the following : "The stabilization thickness indicated on plans shall be considered a minimum thickness . Thickness will vary to conform to the lines , and grades shown in the plans . " Minimum L . B . R . = 40 - No under-tolerance . Be Payment shall be made under: Bid Item No . 7 - Type B Stabilization LBR40 (8") - Per Square Yard SECTION — 8 - CEMENTED COQUINA SHELL BASE The work specified in this item shall conform to Section 285 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . A. Sub Article 2854 is modified by the addition of the following : Base material , thickness and requirements are described in the construction plans . Only one type of alternate base material shall be used . No additional payment will be made for base thickness in excess of the specified thickness Be Payment shall be made under: Bid Item No . 8 — Cemented Coquina Shell Base Group 6 (6") one lift - Per Square Yard j SECTION — 9 - SUPERPAVE ASPHALTIC PAVEMENT The work specified in this item shall conform to Section 337 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . Sub article 334-8 . 1 through 334-8 . 3 — Basis of Payment shall be deleted in its entirety . Sub article 334-8 .4 — Payment shall be amended as follows : Bid Item No . 9 — Superpave Asphaltic Concrete- 1 W SP 9 . 5 — Per Square Yard . Bid Item No . 10 — Pavement Repair 2 Y2" SP 9 . 5 — Per Square Yard Addendum #2 11 /8/2012 01025-22 Technical Specifications . F:\Public WorksIENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doc 1 SECTION - 11 — PIPE CULVERTS The work specified in this item shall conform to Section 430 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010 ) . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 11 - Corrugated Aluminum Pipe culvert ( 12") — Per Linear Foot SECTION - 12 - UNDERDRAIN The work specified in this item shall conform to Section 440 of the Florida Department of Transportation Standard Specifications .for Road and Bridge Construction (2010) . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 12 — Underdrain Perforated (4") — Per Linear Foot Bid Item No . 13 - Underdrains Cleanout - Per Each SECTION - 14 — CONCRETE SIDEWALK The work specified in this item shall conform to Section 522 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 17 — Sidewalk , 6" Thick Concrete — Per Square Yard Bid Item No . 18 — Bleacher Pad 6" Thick Concrete ( 55'x15 ") — Per Square Yard SECTION - 20 - FENCING The work specified in this item shall conform to Section 570 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . A. This section includes installing fence around the four Multi- Purpose Fields and removal and replacement of fencing around existing ball fields north of the parking area . 1 ) Baseball fields : Remove existing fabric and bottom tension wire from all four (4) baseball fields 6 ' high Sides and Outfield fences . Install new fabric and bottom tension wire . Adjust any bracing and top rail and repair or replace . any damaged or missing pieces of the fence framing . 2 ) Baseball fields : Remove existing fabric from 10 ' high side fence on all four (4) fields . Install all new fabric. Adjust any braces . Addendum #2 11 /8/2012 P01025-23 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose FieldsWdmim\bid documents\Contract Documents\Technical Specifications ADD #2 .doc 3) Baseball field dugouts : Remove existing fabric from all eight (8 ) dugouts . Install new fabric 10 ' high cut down to fit front and sides . Install 7 ' high on backs . 4) Baseball field Backstops : Fields 1 &2 have (4) 3 " posts and (4) 2- 1 /2 " posts each . Fields 3&4 have (8) 4" posts each . Install new fabric two rows of 10 ' high to total 20 ' high . 5) Bottom rail must be added to front edging of fence at the dugouts and to the 10' high fence where bottom rail is missing . Cost to be included in price of fence . 6) All chain link fence shall conform to the following : Fabric : 72 " 9 GA . , 1 . 2 oz . galvanized (2 " mesh ) Chain Link Fabric . . (6 GA . w/ vinyl coating ) Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 20 — Fencing Type B ( Black Vinyl Coated) 6 ' HT — Per Linear Foot Bid Item No : 21 — Fence Gate ( 16 ' Double Swing ) ( Black Vinyl Coated ) — Per Each Bid Item No . 22 — Fence Gate ( 16 ' Sliding ) ( Black Vinyl Coated ) — Per Each Bid Item No . 23 — Fence Gate ( 12 ' Sliding) ( Black Vinyl Coated ) ommom Per Each Bid Item No . 20 — Fence Gate (8 ' Swing ) ( Black Vinyl Coated) — Per Each Bid Item No . 24 — Fence Gate (6 ' Sliding ) ( Black Vinyl Coated ) — Per Each Bid Item No . 26 through 29 - Baseball Field (4) Fencing ( Black Vinyl Coated ) (See Spec . Above) — Per Linear Foot SECTION - 26 — PERFORMANCE TURF The work specified in this item shall conform to Section 570 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . A. Description : Sod for the project shall be of the variety that is common to the area and of a variety approved by the Engineer. This work shall also include mowing in accordance with Section 104-7 . 2 , to be mowed at 6 " height with a mulching mower. B . Work Included : Scope of Work % The work specified in this section consists of the establishing of a stand of grass , within the project limits to 10' beyond proposed fence , and other areas indicated on the Drawings , by furnishing and placing grass sod . Also included are fertilizing , watering and maintenance as required to assure a healthy stand of grass . Two applications of fertilizer will be required with the initial application being fertilizer and the second application being "weed and feed " . C . Guarantee : All sodded areas shall be guaranteed for three months after date of final acceptance . Replacement of Defective Sod : Any dead sod or sod showing ( less than 95 % of a square) indication of probable non survival or lack of health and vigor, or which do not exhibit the characteristics to meet specifications , shall be replaced within two weeks of notice from Owner or Engineer. All replacement sod shall be furnished/installed at no additional cost to the Owner and shall be guaranteed for three months . All replacement shall meet original specifications . The Contractor shall notify the Owner and Engineer ten days prior to the end of the guarantee period and such guarantee shall be extended until notification is received . At the end of the guarantee period , all sod that is dead or in unsatisfactory growth shall Addendum #2 11 /8/2012 01025-24 1Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2 .doc be replaced within two weeks . D . Fertilizer: Commercial fertilizers shall comply with the state fertilizer laws . The numerical designations . for fertilizer indicate the minimum percentages ( respectively) of ( 1 ) total nitrogen , (2) available phosphoric acid and (3 ) water-soluble potash contained in the fertilizer. The chemical designation of the fertilizer shall be 16 -0-8 . Fertilizer shall include iron , minor nutrients and trace elements . At least 50 percent of the nitrogen shall be derived from organic sources . Contractor shall ensure 1 pound , of nitrogen per 1 , 000 square feet . E . Water for Grassing : Contractor shall provide the water used in the sodding operations as necessary to meet the requirements of Article 570-5 and 2 :34 . 13 . F . Preparation of Ground : The area over which the sod is to be placed shall be . scarified or loosened to a depth and then raked smooth and free from debris . Where the soil is sufficiently loose and clean , the Owner, at his discretion , may authorize the elimination of ground preparation . G . Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a range of 6 . 0 - 7 . 0 . Contractor shall apply two (2) applications . The initial shall be fertilizer and the second application shall be "weed and feed " . The fertilizer shall be spread uniformly over the sodded area at the rate of 436 pounds per acre , or 10 pounds per 1 , 000 square feet, by a spreading device capable of uniformly distributing the material at the specified rate . Contractor shall apply applications as per manufacturer's specification . All tickets from bags shall be handed over to the County Inspector. On steep slopes , where the use of a machine for spreading or mixing is not practicable , the fertilizer shall be spread by hand and raked in and thoroughly mixed with the soil to a depth of approximately 2 inches . H . Placing Sod : The sod shall be placed on the prepared surface , with edges in close contact and shall be firmly and smoothly embedded by light tamping with appropriate tools . Where sodding is used in drainage ditches , the setting of the pieces shall be staggered so as to avoid a continuous seam along, the line of flow. Along the edges of such staggered areas , the offsets of individual strips shall not exceed 16 inches . In order to prevent erosion caused by vertical edges at the outer limits , the outer pieces of sod . shall be tamped. so as to produce a featheredge effect. On slopes greater than 3 : 1 , the Contractor shall prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth , at suitable intervals . Sodding shall not be performed when weather and soil conditions are , in the Engineer' s opinion , unsuitable for proper results . Sod shall be placed around all structures , equipment pads , etc. I . Sod placed on Ballfields (419 Hybrid Bermuda ) will be with big roll sod , with seams cut to match adjacent sod . J . Watering : The areas on which the sod is to be placed shall contain sufficient moisture , as determined by the Engineer, for optimum results . After being placed , the sod shall Addendum #2 11 /8/2012 01025-25 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\11267 South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2 .doc be kept in a moist condition to the full depth of the rooting zone for at least 2 weeks . Thereafter, the Contractor shall apply water as needed until the sod roots and starts to grow for a minimum of 60 days (or until ffinal acceptance , whichever is latest) . K . Maintenance : The Contractor shall , at his expense , maintain the sodded areas in a satisfactory condition until final acceptance of the project. Such maintenance shall include repairing of any damaged areas and replacing areas in which the establishment of the grass stand does not appear to be developing satisfactorily . Replanting or repair necessary due to the Contractor's negligence , carelessness or failure to provide routine maintenance shall be at the Contractor's expense . The Contractor shall maintain the sodded area up to the final acceptance date as directed by the Engineer. Grass height shall not exceed 6" without mowing (2" on fields) . Clippings shall be removed . L . Article 570-9 . The first two paragraphs under this Article are deleted and the following substituted : The contract unit price for sodding shall include the costs of sod , fertilizer (2 applications) , mowing , sweeping as needed after mowing , pegging disposal of clippings , water, tools , equipment, labor and all other incidentals necessary . Item of Payment Payment shall be made under: Bid Item No . 30 — Performance Turf (Sod ) (Argentine Bahia) — Per Square Yard Bid Item No . 31 — Performance Turf ( Big Roll Sod ) (419 Hybrid Bermuda) ( For Multi-Purpose Fields) — Per Square Yard SECTION — 27 — LANDSCAPING The work specified in this item shall conform to Section 580 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . Payment shall be made under: Bid Item No . 32 — Slash Pine ( 1 " CAL . , 6-6' High ) - Per Each Bid Item No . 33 — Southern Live Oak (3" CAL . , 12 ' -14' High ) — Per Each Bid Item No . 34 — Sabal Palmetto ( 16' C . T. , Heavy Booted , 6 Frond Min . ) Per Each Bid Item No . 35 — Saw Palmetto (3 GAL . , 14"x14") Per Each SECTION — 37 - SIGNING AND PAVEMENT MARKINGS A . Signing and pavement marking for traffic control shall conform to the requirements of the Standard Specifications (2010) , Manual on Uniform Traffic Control Devices , Supplemental Specifications , Roadway and . Traffic Design Standards , manufacturer's specifications . Item of Payment Payment shall be made under: Addendum #2 11 /8/2012 01025-26 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doc Bid Item No . 37 — Reflective Paint Pavement Markings (6") (White) Parking Stripes - Per Linear Foot Bid Item No . 38 — Reflective Paint Pavement Markings (6") ( Double) (Yellow) — Per Linear Foot Bid Item No . 39 — Reflective Paint Pavement Markings (24 ") (White) (Stop Bar) Per Linear Foot Bid Item No . 40 — Reflective Paint Pavement Markings (6") ( Blue) — Per Linear Foot Bid Item No . 41 — Reflective Paint Pavement Markings Handicap Symbol (White) — Per Each Bid Item No . 42 — Single Post Sign ( R1 - 1 ) STOP — Per Each Bid Item No . 43 — Single ' Post Sign ( FTP-20-6) ( FTP-22-6 ) ACCESSABLE PARKING — Per Each Bid Item No . 44 — Wheel Stop (Standard ) (Concrete) 7 ' long ( Including Rebar) — Per Each SECTION — 45 — CONCESSION/RESTROOM BUILDING 1 . Concession/Restroom Building A . Building is to be located near the 4 multi-purpose fields . Size of Building must be a minimum of 1500 SF inside . B . Building must be 1 story concrete block construction . Building must be insulated to meet local codes for future air conditioning . 1 . Meet federal , state and local building requirements for building construction . 2 . Architectural fiberglass shingles (30 year warranty) , minimum specifications ASTM D-3161 Class F or D-7158 Class H or TAS- 107 are required for concession/bathroom building and shelters . Design must comply with Florida Building Code Chapter 16 . 3 . Floor to be concrete slab 4 " thick , 3 , 000 psi concrete with fiber. 4 . Elevation of building will be determined by design . ( Design provided by . Contractor and approved by I . R . County) 5 . All concrete block must be painted . 6 . Concession Area — a . Concession portion of building shall have minimum 235 SF with 2 serving windows . Electrical , lighting , plumbing , water service etc . to be provided . Concession Stand Equipment : A list of the equipment will be provided by I . R . County is listed below. The listed equipment requires various electrical loads . Contractor is required to ensure the appropriate electrical load capabilities are made available in the appropriate locations for the specified equipment. Individual 30 Amp breakers are to be provided for appliances . Quantity Equipment Name Model Manufacturer 1 Hoshizaki Ice Machine KM515M HOSHIZAKI 1 Ice Bin B -300PE 1 Ice Machine Filter 1 Microwave Oven 1 Refrigerator — 25 Cubic Feet 1 Drink Display Cooler GDM49 TRUE Note: Equipment will be purchased and delivered on site by Indian River County Recreation Addendum #2 11 /8/2012 01025-27 Technical Specifications F`,\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose FieldsWdmim\bid documents\Contract Documents\Technical Specifications ADD #2.doc Department. Contractor shall install equipment. ui Depa q p b . Contractor shall provide and install 2 each counters at concession window areas . Counters shall be 24 " deep and 8 ' long . Counters shall have plastic laminate surface and back splash . c. Contractor shall provide and install 2 each work tables 6 ' long by 30" deep . Tables shall be stainless steel . d . Contractor shall provide and install 2 each 52 " " Hunter" ceiling fans (exterior quality) , or substitute as approved by Owner. e . Contractor shall provide and install 1 each 30 gallon water heater. f. Contractor shall provide and install 1 each composite mop sink. g . Contractor shall provide and install 1 each triple compartment stainless steel sink. h . Contractor shall provide and install 1 each lavatory sink , by True , Model No . GDMA 9 , or substitute as approved by Owner. i . Contractor shall provide epoxy resin non-slip flooring with integral cove base throughout building . j Contractor shall provide exhaust fan . 7 . Bathrooms — Women ' s side shall have total 8 stalls - all toilets (one must be handicap) and men ' s side shall have 4 toilets (one must be handicap) and 4 urinals . Also , minimum 4 lavatories shall be installed on women ' s side and 4 lavatories installed on men ' s side . Building must have accessible plumbing chase between men 's and women ' s restrooms . a . Electrical : All wiring and components must meet codes . All outside G . F . I . C . ' s must have , weather-proofed boxes and covers . b . Plumbing : 1 . Water Closets : Elongated bowls , American Standard , Eljer, or equal . 2 . Flush Valves : Sloan , Royal , or equal w/one ( 1 ) inch supply line 3 . Seats : Open front ( Handicap , also supply grab bars) 4 . Urinal : Flush valve : Sloan , Royal , or equal with 3/ inch supply line . Rough waste in at handicap level . 5 . Lavatory: Shall be wall carrier mounted with handicap goose-neck faucet with wrist handles (4 in each bathroom — men ' s and women 's) 6 . Floor drains : 3" floor drains shall be installed . Josan , Smith , or equal 7 . Trap primers : Josan , Smith or equal 8 . Minimum one ( 1 ) hose bibb in each restroom 9 . Install exhaust fans in each restroom 10 . All restrooms shall comply with all ADA requirements 11 . Tie in to County water and County sewer 12 . Install all partitions needed in the bathrooms including urinal partitions 13 . Install 2 on 52 " exterior quality ( Hunter) ceiling fans in each bathroom with wall switches 14 . Install standard size mirrors above lavatories . 15 . Install 3 electrical hand driers in the women ' s restroom and 3 electrical hand driers in the men ' s restroom . 16 . Install toilet paper holders for each toilet . 17 . Provide soap dispenser for each lavatory . 18 . Provide exterior lights at all entrances with photo cells . 19 . Provide all handicap bars , rails , signage , etc . .as required by A . D .A. . 20 . Provide epoxy resin non -slip flooring with integral cove base throughout Addendum #2 11 /8/2012 01025-28 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose FieldsWdmim\bid documents\Contract Documents\Technical Specifications ADD #2 dor b - building . 21 . Provide minimum 2 '4'h . x 4'4' w. aluminum . louvers in restrooms for air circulation (minimum 2 per restroom) . 22 . Provide 6 -0" h . toilet partitions . Use 3%" x 7%" .x 15%" partition block . Fill top cell with mortar with domed top . 23 . Provide emergency lighting . 24 . All exposed wood , concrete and block shall be painted or finished with other approved coverings . 25 . Provide electrical room . The electrical room is not required to be in any specific location within the Concession/Restroom Building . But , the electrical room must accommodate controlling the sports lighting along with the Multi-Purpose Fields complex . However, the Sanitary Lift Station electrical utilities will be served from a separate transformer and the meter will be at the Lift Station . Both transformers will be in close proximity to one another, with one transformer being at the S . E . Corner of the existing parking lot east of the proposed Concession/Restroom Building . 8 . Office A . 1 office area shall be provided with a minimum of 100 sq . ft. 1 . Contractor to provide and install 1 " Hunter" 52 " ceiling fan (exterior quality) or substitute as approved by Owner. 2 . Provide and install 2 impact resistant windows . Minimum size 24"x 30" . Windows shall be able to open as needed . 3 . Office shall have separate access with ADA accessible metal door. 4 . Office shall have a closet . Minimum size of closet shall be 15 sq . ft . and must have locking door. Closet shall have light with wall switch . 9 . Building permit fees to be paid by Indian River County . All other fees to be paid by Contractor. 10 . Provide ThorGuardian advanced warning system for lightning by Thor Guard (or substitute as approved by Owner) to the concession/bathroom building . 11 . Provide four (4) P .A. systems ( pole mounted ) . Contractor to provide make , model and specification with bid submittal . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 45 — Concession/Restroom Building — Per Lump Sum Bid Item No. 63 — ThorGuardian Advance Warning System for Lightning — Lump Sum Bid Item No . 64 — (4) PA System ( Pole Mounted ) — Per Each System SECTION — 46 — MAINTENANCE/STORAGE BUILDING 1 . Contractor shall provide a Maintenance/Storage Building to be located to the north of the tennis court in a location to be determined by the Owner. A. Building shall be single story concrete block construction . B . Building must meet Federal , State and Local building requirements for building Addendum #2 11 /8/2012 01025-29 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2,doc construction . C . Floor to be concrete slab 4 " thick , 3000 psi concrete with fiber. D . Building size must be 15 '-4 " x 164" (outside dimensions) . E . Building must have ( 1 ) man door and ( 1 ) 10 ' wide metal impact resistant roll-up door. F . See ' Exhibit B' for sample of similar building . G . Contractor to provide final design to meet current building codes and permitting . H . Building must have a minimum of 6 — 30 amp outlets . 2 . Building permit fees to be paid by Indian River County, all other fees to• be paid by Contractor. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 46 — Maintenance/Storage Building — Per Lump Sum SECTION — 47 - MULTI -PURPOSE FIELDS 1 . Multi -Purpose Fields A. 4 multi-purpose fields shall be provided as follows : 1 . Fields shall be minimum 200 feet wide and 360 feet long . 2 . Fields shall be graded from crown of field running lengthwise at centerline towards outside as shown on plans . Fields shall be laser graded . 3 . Turf shall be as follows : a . 419 Hybrid Bermuda grass big roll sod (or sprig option ) b . Subgrade soil must have a percolation rate adequate to drain fields quickly. c . Root Zone Mix 6" deep — shall provide 80 % good quality percolating sand and 20 % peat humus . B . Irrigation System for Multi- Purpose Fields be provided as follows : 1 . Centrally computer controlled 2 . Water supply shall come from new artesian . flow well capable of providing minimum of 120 gallons per minutes at 80 psi . ( Permitting by Contractor) C . Fencing 16 6 ' high hot dipped galvanized black vinyl coated steel chain link fence (.9 gauge) (6 gauge w/ vinyl coating ) 2 . All posts. top rail and bottom rail to be schedule 40 hot dipped galvanized steel 3 . Fencing shall be located outside perimeter of the fields . See construction plans . 4 . Posts shall be on maximum 10 foot centers 5 . There shall be sliding and swing gates at entrances to multipurpose fields , as shown on plans 6 . Vinyl Coating Shall be included on gates . D . Football Goal Posts 1 . Goal posts (8 ) shall be 10 feet high and 23 feet, 4 inches wide to the inside of the of each upright, each upright may not exceed 4" in width , and shall extend a minimum of 20 feet above the crossbar. One wind directional streamer shall be attached to the top of each upright . The wind directional streamer shall be 4" wide and 42 " long and red in color. Addendum #2 11 /8/2012 01025-30 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Muiti -Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2 .doc Heavy duty 4%" O . D . galvanized steel goose neck with a 5 ' offset. (with football goal post pad ) Heavy duty 4" O . D . galvanized steel crossbar. 3" O . D . aluminum uprights . Ground sleeve mounted . All parts to be powder coated yellow 2 . Must meet National Federation of State High School Associations ( NFSHSA) Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 47 - Multi- Purpose Fields — Per Lump Sum SECTION — 48 - SMALL RESTROOM BUILDING 7) Small Restroom Building A . Building is to be located between the middle 2 fields . Building must be a minimum of 400 S . F . B : Building must be one story concrete block construction . Building must be insulated to meet local codes for future air conditioning . 1 . Meet federal , state and local building requirements for building construction . 2 . Architectural fiberglass shingles ( 30 year warranty) , minimum specifications ASTM D-3161 Class F or D-7158 Class H or TAS- 107 are required for small bathroom building . Design must comply with Florida Building Code Chapter 16 . 3 . Building must have accessible plumbing chase area . 4 . Floor to be concrete slab 4" thick , 3 , 000 psi concrete with fiber. . 5 . Elevation of building will be determined by design . ( Design provided by Contractor and approved by I . R . County) 6 . Women 's side of bathroom building shall have 2 stalls — all toilets (one must be handicap) and men ' s side shall have one toilet ( handicap) and one urinal . Also , two lavoratories shall be installed on women ' s side and two lavoratones on men 's side . a . Electrical : All wiring and components must meet codes . All outside . G . F . I . C . ' s must have weather-proofed boxes and covers . b . Plumbing : 1 . Water Closets : Elongated bowls , American Standard , Eljer, or equal . 2 . Flush Valves : Sloan , Royal , or equal w/one ( 1 ) inch supply line . 3 . Seats : Open front (Handicap , also supply grab bars) 4 . Urinal : Flush valve : Sloan , Royal , or equal with 3/ inch supply line . Rough waste in at handicap level . 5 . Lavatory: Shall be wall carrier mounted with handicap goose-neck faucet with wrist handles (2 in each bathroom — men ' s and women 's) 6 . Floor drains: 3" floor drains shall be installed . Josan , Smith , or equal 7 . Trap primers . Josan , Smith or equal 8 . Minimum one ( 1 ) hose bibb in each restroom 9 . Install exhaust fans in each restroom 10 All restrooms shall comply with all ADA requirements 11 . Tie in to County water and County sewer 12 . Install all partitions needed in the bathrooms including urinal partitions 13 . Install 1 - 52 " exterior quality ( Hunter) ceiling fans in each bathroom with wall switches 14 . Install standard size mirrors above lavatories . Addendum #2 11 !8!2012 01025-31 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doc 15 . Install 2 electrical hand driers in the women ' s restroom and 3 electrical hand driers in the men 's restroom . 16 . Install toilet paper holders for each toilet. 17 . Provide soap dispenser for each lavatory . 1. 8 . Provide exterior lights at all entrances with photo cells . 19 . Provide all handicap bars , rails , signage , etc . as required by A . D . A . 20 . Provide epoxy resin non-slip flooring with integral cove base throughout building . 21 . Provide minimum 2 '-0" h . x 4'4' w. aluminum louvers in restrooms for air circulation (minimum 2 per restroom ) . 22 . Provide 64' h . toilet partitions . Use 3W x 7W x 15W partition block. Fill top cell with mortar with domed top . 23 . Provide emergency lighting . 24 . All exposed wood , concrete and block shall ' be painted or finished with other approved coverings . 7 . Building permit fees to be paid by Indian River County, all other fees to be paid by Contractor. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 48 — Small Restroom Building — Per Lump Sum SECTION — 43 - BLEACHERS •1 . Bleachers — Bleachers shall be ADA compliant " ParknPool Model " # 51 BL=00150 (or substitute as approved by Owner) . Bleachers shall be aluminum construction 15' long with 5 rows and accommodate 50 people . There should be chain link guardrail around bleachers . 2 bleachers are required for each side of fields (total 16) . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 49 — Bleachers — Per Each SECTION — 50 - SMALL SHELTER (SEE EXHIBIT `A' ATTACHED TO THESE TECHNICAL PROVISIONS ) A . Small Shelters — 4 total 1 . Dimensions shall be 12 ' wide and 22 ' long 2 . Concrete slab shall be 4" thick with fibermesh . 3 . Benches and table of concrete block construction are required . 4 . Tables to be poured concrete with concrete block legs . 5 . Minimum 30 year warranty fiberglass shingles required for roof. 6 . Building must meet Federal , State and Local building requirements for building construction . 7 . Building permit fees to be paid by Indian River County, all other fees to be paid by Contractor. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 50 — Small Shelter — Per Each Addendum #2 11 /8/2012 01025-32 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 = South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doo SECTION emono 52 - WATER AND SEWER UTILITIES A . Water Utilities The water utilities for this project shall be constructed per the " Indian River County Department of Utility Services Water & Wastewater Standards" , September, 2011 . This document can be obtained at www. ircutilities . com . Relocation of existing fire hydrants shall include the cost of all pipe , fittings , retaining rods , trenching , grading , and incidental items associated with relocation . Be Sewer Utilities The sewer utilities for this project shall be constructed per the " Indian River County Technical Specifications" , September, 2011 . This document can be obtained at www . ircutilities . com C . Earthwork and Backfill Compaction - All fill must be compacted by hand tamping from under the pipe up to the center line . Backfill shall be compacted in 6" lifts up to the surface to achieve a minimum compaction of 98 percent of maximum density in roadways and shoulders and 95 percent in easements , in accordance with AASHTO T- 180 and D-2167 . D . Ductile Iron Pipe and Fittings 1 . General : All ductile iron pipe shall be manufactured in accordance with AWWA Specifications CA50 & C- 151 . All buried ductile iron pipe shall be manufactured in accordance with AWWA Specification C- 151 and shall be Class 52 minimum . All exposed ductile iron pipe shall be Class 53 minimum . 2 . Fittings : All underground fittings shall be either bell and spigot, or mechanical joint . Mechanical joints shall conform to AWWA specification C110 (ANSI 21 . 10-87) , or latest revision . All exposed aboveground fittings shall be flanged joint. 3 . Bell and Spigot Connections : Joints in bell and spigot pipe shall be push -on , mechanical , or restrained joints in accordance with AWWA Standard C- 111 (ANSI 21 . 11 -85) , or latest revision . Mechanical joint pipe set-screw type retainer glands will not be permitted . 4 . Flanged Connections : Flanged pipe with screwed -on flanges shall be furnished with long hubs , and the flanges shall be screwed on the threaded end of the pipe in the shop , and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside . The back of the hub shall be caulked where the hub threads joint with the pipe . 5 . Valve Box Adjustments : Addendum #2 11 /8/2012 01025-33 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doc Cost of valve nut extenders shall be included in cost of valve box adjustments where needed . E . Disinfecting Potable Water Pipelines Before being placed in service , all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C-651 , "Standard Procedure for Disinfecting Water Mains" , except that the use of tablets is strictly prohibited . The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as specified by the Florida Department of Environmental Protection , Water Distribution System Permit. Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor , as required . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 53 — F& I 6 " PVC Water Main and all appurtenances — Per Linear Foot Bid Item No . 54 — 6 "x6" Tapping Sleeve and Valve — Per Each Bid Item No . 55 — F & I 8 " . PVC Sanitary Sewer Main and all appurtenances — Per Linear Foot Bid Item No . 56 — F& I 6" PVC Sanitary Sewer Connection and all appurtenances Per Linear Foot Bid Item No . 57 — Sanitary Sewer Manhole 4 ' DIA . (4' -8 ' Depth) Per Each Bid Item No . 58 - Sanitary Sewer Manhole 4 ' DIA . (8 '- 12 ' Depth ) Per Each Bid Item No . 59 - Sanitary Sewer Manhole 4 ' DIA . ( 12 '- 16 ' Depth) Per Each Bid Item No . 60 — Lift Station ( Furnish and Install) (Without Backup Generator) Per Each Bid Item No . 61 - F& I 2 " PVC Sanitary Sewer Force Main and all appurtenances — Per Linear Foot Sewer Force Main Directional Bore —Per Linear Feet Bid Item No . 72 F& I 2" Sanitary ry SECTION — 2670 - FLUSHING TESTING AND DISINFECTING PART 1 - GENERAL 1 . 01 WORK INCLUDED A. Flushing ; Pressure Testing , and Disinfection of all piping systems . B . Contractor shall furnish all necessary pumps , hoses , piping , fittings , meters , gauges , chemicals and labor to conduct specified testing . C . Testing shall be repeated at the Contractor' s expense until satisfactory results are achieved . D . Refer the specific chemical system specification section for additional flushing and testing procedures . 1 . 02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A . Section 1000 — Water and Sewer Utilities 1 . 03 REFERENCES A . ANSI/AWWA C651 - Standard for Disinfecting Water Mains . 1 . 04 SUBMITTALS A . Test Reports : Indicate results comparative to specified requirements . Submit two (2 ) copies of test results to Engineer in accordance with Submittal specifications . 1 . 05 QUALITY ASSURANCE Addendum #2 11 /8/2012 01025-34 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Hdmim\bid documents\Contract Documents\Technical Specifications ADD #2.doc A . Perform Work in accordance with ANSI/AWWA C651 . 1906 REGULATORY REQUIREMENTS A. Conform to applicable Florida DEP requirements for performing the work of this Section . Be Work shall conform to Indian River County Standards . PART 2 - PRODUCTS 2001 DISINFECTION CHEMICALS A . Chemicals : The disinfecting agent shall be sodium hypochlorite solution ANSI/AWWA B303 or liquid chlorine ANSI/AWWA B301 . Dry hypochlorite , similar to " HTH " or equal may also be used as the disinfecting agent. PART 3 - EXECUTION 3 . 01 EXAMINATION A . Verify that piping systems have been cleaned , inspected , and tested . Be Coordinate scheduling of flushing , pressure testing , and disinfection activities with tie- ins , certifications , and sequence of construction . 3 . 02 FLUSHING AND PRESSURE TESTING - PIPING A . The Contractor shall furnish and install suitable temporary testing plugs or caps for the water lines , all necessary pressure pumps , hose , pipe connections , meters , gauges and other similar equipment , and all labor required , all without additional compensation for conducting pressure and leakage tests and flushing of the piping . Flushing and pressure testing shall be conducted in the following order. Be After all piping lines have been installed and before pressure testing , each run of pipe shall be thoroughly flushed so as to remove all debris and foreign Pp 9 Y 9 matter from the piping and equipment . Clean and flush all piping using potable water. Sufficient flushing water and pigging shall be introduced into the piping to produce a discharge that is clear with no evidence of silt or foreign matter is visible . Contractor to provide means of discharging and disposing of water at Contractor's expense . C . Pressure testing ductile iron piping systems : 1 . The test pressure for the water piping , irrigation quality water piping , and force main piping systems constructed of ductile iron shall be 150 psi and this pressure shall be maintained for a period of not less than two hours . Tests shall be made between valves and as far as practicable and as approved by the Engineer. Potable water from the distribution system shall be used . Pressure shall not vary more than five (5) psi for piping during the test periods or as approved by the Engineer. Allowable leakage shall be computed on the basis of AWWA C-600 . 2 . All leaks evident at the surface shall be uncovered and repaired regardless of the total leakage as indicated by the test , and all pipes , valves and fittings and other materials found defective under the test shall be removed and replaced at the Contractor's expense . Tests shall be repeated until leakage has been reduced below the allowable amount . 3 . In the judgment of the Engineer, should it not be practical to. follow the Addendum #211 /8/2012 01025-35 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Cc Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doc i foregoing procedures exactly for any reason , , modifications in the procedure shall be made as approved by the Engineer. In any event , the Contractor shall be responsible for the ultimate water tightness of the piping within the preceding requirements . 3 . 03 DISINFECTION A. The Contractor shall furnish and install suitable temporary connections to the piping , all necessary pressure pumps , hose , pipe connections , meters , gauges and other similar equipment, and all labor required , all without additional compensation for the disinfection of all required piping systems . Disinfection shall be conducted on the following systems : 1 . Water main piping and valves . Be Conform to AWWA Standards and as modified herein . C . Maintain disinfectant for a minimum of 8 hours in such a manner that the entire system will be filled with water containing a minimum chlorine concentration of 50 ppm at any point. D . After the disinfecting agents have been permitted to remain for the specified contact periods , the water lines , and valves shall be thoroughly flushed with water until the residual chlorine tests are less than 2 PPM in each instance . The determination of the amount of residual chlorine in the system shall be made at such points and in accord with standard tests by means of a standard orthotolodine test set. 3 . 04 BACTERIOLOGICAL SAMPLING A . It shall be the responsibility of the Contractor under this contract to perform the bacteriological testing required by the Florida Department of Environmental Protection and Indian River County to obtain clearance of the water main piping . The Contractor shall be responsible to disinfect and repeat testing as needed until clearance is obtained for all required plant systems . The Contractor shall be responsible to pay for additional water needed if the bacteriological testing must be repeated for the clearance of the ground storage tank . Be The piping systems require two (2) consecutive daily samples taken from the locations called out on the plans or as determined by the Engineer. The samples shall be taken at all the respective sample point locations . C . Sampling must be coordinated with Engineer and other construction activities so as to minimize re-sampling . D . Contractor shall submit schedule for bacteriological testing and pressure tests . E . The Contractor shall incur all costs needed to provide bacteriological clearance of the piping systems . 3 . 11 QUALITY CONTROL A . The laboratory and personnel collecting bacteriological samples shall be Florida State certified in accordance with FDEP requirements . Addendum #2 11 /8/2012 01025-36 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 as South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #2.doc KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 P.O. BOX 781377, SEBASTIAN FL 32978A 377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E- Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 January 25 , 2012 Arjuna Weregoda , P . E . Indian River County 1801 27th Street Vero Beach , Florida Re . South County Park 20th Avenue S .W. Indian River County, Florida KSM # : 120085 -p Dear Mr. Weragoda : Enclosed are the permeability test results and soil profiles for the referenced project. Hydraulic Conductivity Tests were performed in the field by the ` Usual Open-Hole Test' method . The results of the tests for each location are as follows : TEST LOCATION HYDRAULIC CONDUCTIVITY ( See Location Plan ) ( CFS/Sq . Ft. — Ft. Head) 13- 1 2 . 1 x 10� P-2 1 . 7 x 104 P-3 8 . 6 x 10 The horizontal and vertical permeability flow rates were determined by excavating a test pit adjacent . to the soil profiles and obtaining undisturbed Shelby tube samples . We then performed a permeability test on the field samples in our laboratory. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KS KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmengineeting.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 &Mall: KSMOKSMENGINEERING.NET S7 LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 South County Park -2- January 25 , 2012 20th Avenue S . W. Indian River County, Florida The following table indicates the horizontal and vertical flow rates for each test location : TEST LOCATION HORIZONTAL FLOW RATE VERTICAL FLOW (See Location Plan ) RATE PA 17 . 6 Ft/Day @ 10".20" Depth 13 .4 Ft/Day @ 10"-20" Depth P- 1 0 . 5 Ft/Day @ 20"-34" Depth 0 . 3 Ft/Day @ 20"-34" Depth P- 1 2 . 5 Ft/Day @ 34"42" Depth P- 1 4 . 2 Ft/Day @ 42"-60" Depth P-2 15 . 9 Ft/Day @ 8 "-20" Depth 14 . 2 Ft/Day @ 8 %20" Depth P-2 3 .4 Ft/Day @ 28"-38" Depth P-2 3 . 4 Ft/Day @ 38"-56" Depth P-3 16 . 8 Ft/Day @ 10 "-26" Depth 15 . 1 Ft/Day @ 10"-26" Depth P-3 2 . 5 Ft/Day @ 36"48" Depth These tests were performed to evaluate the drainage characteristics of the soils for these particular test locations . The following table indicates the measured water table along with our estimated normal wet season water table and normal dry season water table for each test location : TEST LOCATION MEASURED ESTIMATED WET ESTIMATED (See Location Plan) WATER TABLE SEASON WATER DRY SEASON TABLE WATER TABLE 13- 1 , HX1 29" Below Grade 12" Below Grade 48" Below Grade 13 -21 HX2 30" Below Grade 14" Below Grade 50 " Below Grade P-31 HA-3 32 " Below Grade 12" Below Grade 49" Below Grade This estimate is based upon our interpretation of existing site conditions and a review of the USDA Soil Survey for Indian River County, Florida . The project soils are mapped as Myakka (5) , according to the Soil Survey Map of Indian River County, Florida . Ronald G. Keller, P.E.: 372931 SI Uc. No.: 860 / Julie E Keller, P.E.: 68366 K S L ►'8 KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 p0. BOX 78A 377, SEBASTIAN , FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmenglneering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 &Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589-6469 South County Park -3- January 25 , 2012 '20th Avenue S . W . Indian River County, Florida Parking and Drive Areas : We also performed five (5) additional hand-augers in the proposed parking/drive areas to evaluate the soils in relation to the proposed pavement. The soils were generally fine grained sand and medium dense . Please refer to the soil boring logs for specific information relative to the soil description. Although a comprehensive pavement evaluation was not within the scope of this study the site may be prepared to support a flexible pavement. The minimum pavement design for standard duty asphalt should include the following : Clear the pavement areas of any surface debris , including vegetation , roots and organic matter. Stumps shall be removed entirely. The cleared areas should be graded level and proofrolled . Any soft yielding areas shall be excavated and replaced with clean . compacted fill . Sufficient passes should be made during compaction operations to produce a density no less than 95 percent of its modified proctor value (AASHTO T180) to a depth of two feet. 0 Additional fill shall consist of clean granular sand containing less than 10 % material passing the U . S . Standard No . 200 mesh sieve and placed in loose layers of 12 inches and compacted to the above densities . Eight inches of suitable clayed soil having a limerock bearing ratio (LBR) of 40 or FBV of 75 psi should be used for the stabilized subgrade and compacted to 98 percent of its modified proctor value (AASHTO T180) . The base course shall be six inches of cemented coquina rock ( LBR 100) or limerock and compacted to 98 percent of its modified proctor value (AASHTO T180) . A minimum of 16 inches separation should maintained between the bottom of the base and the high seasonal groundwater table . The asphalt wearing surface should consist of 1 Y2" of type S- 1 or S-3 in accordance with the Florida Department of Transportation Standard Specification for Road and Bridge Construction . Standard duty pavement areas are considered car and pickup truck loading conditions and a few medium trucks . Ronald G. Keller, P.E.: 37293 / Si Uc. No.: 860 / Julie E. Keller, P.E. : 611366 K S 1 ►'1 KELLER , SCHLEICHER & MacWILLIAM ENGINEERING ANDESTING , INC . MARTIN (772) 337-7755 p O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SE STIAN (772) 589-071 2 PALM BEACH (561 ) 845-7445 www.ksmongineering.net MEL OURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET S . LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 South County Park -4- Januory 25 , 2012 20th Avenue S . W. Indian Rivet- County, Florida Dewatering : Dewatering may be. necessary in order to achieve excavation anal compaction specifications . The actual method of dewatering should be deterlinined by the contractor. We suggest drawing down the water table at least 2 feet below the bottom of excavations to avoid compaction related problems . If uestions , please feel free to call my office . 4�Resptu�1Ny� "pop lopNo. 366 _ `o �fi�`�lie ,rrr,,t� - rte. . . . • • • ,;,,```\``����� JE Iluwti� Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E: 68366 KSM KELLER , SCHLEICHER & MacWILLIAM . ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 p0. BOX 7$-1377 , SEBASTIAN , FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 . www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET p ST. LUCIE (772) 229-9093 CA:* 5693 FAX (772) 589-6469 USUAL OPEN-HOLE TEST DATE OF TEST : January 19, 2012 PROJECT NO . KSM 120085- 1p CLIENT Indian River County - Aijuna Weragoda , P . E . LOCATION ' South County Park . 20th Avenue S .W . Indian River County , Florida P-1 , See Attached Location Plan STARTING VOLUME (gals . ) = 10 ENDING VOLUME (gals . ) = 1 TOTAL VOLUME USED (gals . ) = 9 TOTAL ELAPSED TIME (mins. ) = 10 AVERAGE FLOW RATE (gpm ) = 0 . 9 DIAMETER OF TEST HOLE = 4 inches DEPTH TO WATER TABLE = 29 inches DEPTH OF TEST = 60 inches K = HYDRAULIC CONDUCTIVITY (CFS/SQ . FT. - FT. HEAD ) = 2 . 1 X 104 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E Keller, P.E. : 68366 KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 PQ, BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 5W0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO . KSM 120085- 1ph CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W. Indian River County , Florida PH-1 ( 10"-20") , See Attached Location Plan at P- 1 SAMPLE DESCRIPTION = Gray Sand DEPTH @ SAMPLE LOCATION = 16 Inches ( Sample Taken Horizontally) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 525 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 17.6 FEET/DAY Ronald G. Keller, P.E.: 37293 / Sl Llc. No.: 860 / Julie E. Keller, P.E.: 68366 KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 3374755 p0. BOX 78-1377, SEBASTIAN , FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589=6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST : January 20 , 2012 PROJECT NO , KSM 120085- 1 v p CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S .W. Indiah River County, Florida PV-1 ( 10"-20") , See Attached Location Plan at P- 1 SAMPLE DESCRIPTION - Gray Sand DEPTH @ SAMPLE LOCATION = 16 Inches ( Sample Taken Vertically) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF. SAMPLE - 3 INCHES QUANTITY OF FLOW = 400 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 13 .4 FT/DAY Ronald G. Keller, P. E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, RE.. 68366 KS KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING:NET ST. LUCIE (772) 229-9093 CA.: 5693. FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO . KSM 120085A ph CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W. Indian River County, Florida PH -1 (20"-34") , See Attached Location Plan at P- 1 SAMPLE DESCRIPTION = Black Sand with Traces of Hardpan DEPTH @ SAMPLE LOCATION = 26 Inches ( Sample Taken Horizontally) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 15 MILLILITERS TIME INTERVAL OF .TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 V INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 0 . 5 FEET/DAY Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 K S 1V'l KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 p0. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net • ' MELBOURNE (321 ) 76&8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO . KSM 120085Apv CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W . Indian River County, Florida PV4 (20"-34") , See Attached Location Plan at P- 1 SAMPLE DESCRIPTION = Black Sand with Traces of Hardpan DEPTH @ SAMPLE LOCATION = 26 Inches ( Sample Taken Vertically) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 10 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 '/2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 0.3 FTIDAY Ronald G. Keller, RE.* 37293 / SI Lic. No.: 860 / Julie E Keller, P.E.: 68366 KS M KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 P O, BOX 78A 377, SEBASTIAN, FL 32978A 377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO . KSM 120085- 1 pv CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W. Indian River County, Florida PVA (34"42") , See Attached Location Plan at P- 1 SAMPLE DESCRIPTION = Dark Brown Sand , Slightly Silty DEPTH @ SAMPLE LOCATION = 36 Inches LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE . = 3 INCHES QUANTITY OF FLOW = 75 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y/2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 2 . 5 FT/DAY Ronald G. Keller, P. E.: 37293 / SI Lic. No.: 860 ! Julie E. Keller, P.E: 69366 ISS M KELLER , SCHLEICHER & Mac. WILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 PO. BOX 781377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 & Mall: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO . KSM 120085- 1 ph CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W. Indian River County, Florida PH =1 (42"-60") , See Attached Location Plan at P- 1 SAMPLE DESCRIPTION = Brown Sand DEPTH @ SAMPLE LOCATION = 44 Inches LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 125 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 4. 2 FEET/DAY Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, PE.: 68366 I KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN , FL 329781377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 USUAL OPEN-HOLE TEST DATE OF TEST: January19 , 2012 PROJECT NO . KSM 120085-2p CLIENT Indian River County - Arjuna Weragoda ; P . E . LOCATION South County Park 20th Avenue S . W. Indian River County , Florida P-2 , See Attached Location Plan STARTING VOLUME (gals . ) 10 ENDING VOLUME (gals . ) = 21 /2 TOTAL VOLUME USED (gals . ) - 71 /2 TOTAL ELAPSED TIME (mins . ) = 10 AVERAGE FLOW RATE (gpm) = 0 . 8 DIAMETER OF TEST HOLE = 4 inches DEPTH TO WATER TABLE = 30 inches DEPTH OF •TEST = 60 . inches K = HYDRAULIC CONDUCTIVITY (CFS/SQ . FT. - FT. HEAD) = 1 .7 X 104 Ronald G. Keller, P. E.: 37293 / SI Lic. No.: 860 ! Julie E. Keller, P.E.: 68366 I 11 S 11'l KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 PQ, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 &Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO , KSM 120085-2ph CLIENT Indian River County - Aquna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W . Indian River County, Florida PW2 (8"-20") , See Attached Location Plan at P-2 SAMPLE DESCRIPTION = Gray Sand DEPTH @ SAMPLE LOCATION = 14 Inches ( Sample Taken Horizontally) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 475 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 15.9 FEETIDAY Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 K S M KELLER , SCHLEICHER & MacWILL1AM ENGINEERING AND . TESTING , INC . MARTIN (772) 337=7755 p0. BOX 781377, SEBASTIAN, FL 329784 377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmongineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA: 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO , KSM 120085-2pv CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W . Indian River County, Florida PV-2 (8"-20") , See Attached Location Plan at P-2 SAMPLE DESCRIPTION = Gray Sand DEPTH @ SAMPLE LOCATION = 14 Inches (Sample Taken Vertically) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 425 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 14. 2 FT/DAY Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E Keller, P.E.: 68366 JCl S 1I'd KELLER , SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589=0712 PALM BEACH (561 ) 8454445 www.ksmengineeiing.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E- Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 , FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January20 , 2012 PROJECT NO , KSM 120085-2ph CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W. Indian River County, Florida PH 42 (28"-38") , See Attached Location Plan at P-2 SAMPLE DESCRIPTION = Dark Brown Sand , Slightly Silty DEPTH @ SAMPLE LOCATION = 32 Inches LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 100 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 3 .4 FEET/DAY Ronald G. Keller, P. E.: 37293 / SI Lica No.: 860 / Julie E Keller, RE: 68366 KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 3374755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 &Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO . KSM 120085-2pv CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S .W . Indian River County, Florida PV-2 (38"-56" ) , See Attached Location Plan at P-2 SAMPLE DESCRIPTION = Brown Sand DEPTH @ SAMPLE LOCATION = 42 Inches LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 100 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST , WHERE K IS THE COEFFICIENT OF PERMEABILITY = 3.4 FT/DAY Ronald G. Keller, P. E.: 37293 / SI Lic. No.: 860 / Julie E Keller, P.E.: 68366 L_ KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 p0. BOX 78-1377, SEBASTIAN, FL 32978-i 377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmenginmdng.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845=8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589-6469 USUAL OPEN-HOLE TEST DATE OF TEST: January 19 , 2012 PROJECT NO , KSM 120085-3p CLIENT Indian River County - Aquna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W . Indian River County, Florida 134, See Attached Location Plan STARTING VOLUME (gals . ) = 5 ENDING VOLUME (gals . ) = 1 TOTAL VOLUME USED (gals . ) = 4 TOTAL ELAPSED TIME (mins . ) = 10 AVERAGE FLOW RATE (gpm ) = 0 . 4 DIAMETER OF TEST HOLE — 4 inches DEPTH TO WATER TABLE 32 inches DEPTH OF TEST = Winches K = HYDRAULIC CONDUCTIVITY (CFS/SQ . FT. - FT. HEAD ) = 8 . 6 X 10 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P. E.: 68366 I KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 3374755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 wwwAksmengineedng.net MELBOURNE (321 ) 7684488 FAX (561 ) 845-8876 E- Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY = CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 20:12 PROJECT NO . KSM 120085-3ph CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S .W. Indian River County, Florida PH -3 ( 10"-26") , See Attached Location Plan at P-3 . SAMPLE DESCRIPTION = Gray Sand DEPTH @ SAMPLE LOCATION = 18 Inches (Sample Taken Horizontally) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE - 3 INCHES QUANTITY OF FLOW = 500 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 '/ INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 16 .8 FEET/DAY Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 3374755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineedng.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589=6469 LABORATORY PERMEABILITY - CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO . KSM 120085-3pv CLIENT , Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S .W . Indian River County, Florida PV-3 ( 10"-26") , See Attached Location Plan at P-3 SAMPLE DESCRIPTION = Gray Sand DEPTH @ SAMPLE LOCATION = 18 Inches (Sample Taken Vertically) LENGTH OF SAMPLE ALONG PATH OF FLOW = 5 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 450 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y2 INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 15. 1 FT/DAY Ronald G. Keller, P. E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366 f KSM KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337=7755 PO, BOX 78-1377, SEBASTIAN , FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589-6469 LABORATORY PERMEABILITY = CONSTANT HEAD METHOD (ASTM 2434) DATE OF TEST: January 20 , 2012 PROJECT NO . KSM 120085-3ph CLIENT Indian River County - Arjuna Weragoda , P . E . LOCATION South County Park 20th Avenue S . W. Indian. River County, Florida PH -3 (36"48") , See Attached Location Plan at P-3 SAMPLE DESCRIPTION = Dark Brown Sand , Slightly Silty DEPTH @ SAMPLE LOCATION - 40 Inches LENGTH OF SAMPLE ALONG PATH OF FLOW = 05 . 5 INCHES DIAMETER OF SAMPLE = 3 INCHES QUANTITY OF FLOW = 75 MILLILITERS TIME INTERVAL OF TEST = 10 MINUTES DIFFERENCE IN HYDRAULIC HEAD ACROSS THE SAMPLE = 19 Y INCHES THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS THE COEFFICIENT OF PERMEABILITY = 2 .5 FEET/DAY Rdnald G. Keller, P. E.: 37293 / SI Lic. No:: 860 / Julie E. Keller, P. E.: 68366 K S KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 PO* BOX 78A 377, SEBASTIAN , FL 32978A 377 SEBASTIAN (772) 5W0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 - FAX (561 ) 845-8876 E- Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A. : 5693 FAX (772) 589-6469 Date January 19 , 2012 Location : South County Park 20th Avenue S . W . Indian River County , Florida HA- 1 , See Attached Location Plan Depth Strata in Feet From- To Description of Soil - 0 - 0 " - 10 " Dark Gray Sand with Roots - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 10 " - 20 " Gray Sand - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - 20 " - 34 " Black Sand with Traces of Hardpan - - - - - - - - - - - - - - - - " - - 42 " - - - - - - - - - - Dark Brown Sand Slightly 3 34 g y Silty 42 " - 60 Brown Sand - 4 - Water Table 29 " Below Existing Grade Job # : KSM 120085 - 1ha Ronald G . Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KSM KELLER , SCHLEICHER & - MacWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 PO, BOX 78A 377, SEBASTIAN , FL 3297&1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 Date January 19 , 2012 Location : South County Park 20th Avenue S . W . Indian River . County , Florida HA- 2 , See Attached Location Plan Depth Strata in Feet From- To Description of Soil - 0 - 0 " - 8 " Dark Gray Sand with Roots - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 8 " - 20 " Gray Sand - 2 - 20 - 28 Black Sand with Traces of Hardpan 28 - 38 " Dark Brown Sand , Slightly - 3 - Silty - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 38 " - 56 " Brown Sand - 4 - 56 - 60 Light Grayish , Brown Sand - 5 - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Water Table : 30 " Below Existing Grade Job # : KSM 120085 - 2ha Ronald G. Keller, P.E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, RE: 68366 f KiS M KELLER , SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 RO. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 Date January 19 , 2012 Location : South County Park 20th Avenue S . W . Indian River County , Florida HA- 3 , See Attached Location Plan Depth. . Strata in Feet From- To Description of Soil - 0 - 0 " - 10 Dark. Gray Sand with Roots - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 10 " - 26 " Gray Sand - 2 - 26 " - 36 Black Sand with Traces of Hardpan 36 " - 48 " Dark Brown Sand , Slightly Silty 48 " - 60 " Brown Sand Water Table 32 " Below Existing Grade Job # : KSM 120085 - 3ha Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366 KSM KELLER , SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 3374755 POO BOX 78-1377, SEBASTIAN, FL 3297&1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mall: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589-6469 Date January 19 , 2012 Location : South County Park 20th Avenue S . W . Indian River County , Florida HA- 4 , See Attached Location Plan DEPTH Strata PEN DESCRIPTION OF IN FEET FROM - TO READINGS SOILS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - 0 " - 4 " Brown Sand with Some - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Clay and Shell - - - - - - - - 4 " - 16 " Gray Sand - 1 - 36 16 - 26 Black Sand with Traces - 2 - 44 of Hardpan 26 - 40 " Dark Brown Sand , Slightly Silty - 3 - 53 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 " - 63 Brown Sand - 4 - 47 - 5 - 42 63 " - 72 " Light Grayish Brown Sand Water Table 28 " Below Existing Grade Job # : KSM 120085 - 4ha Ronald G. Keller, P. E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KSM KELLER , SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 3374755 p0. BOX 7&1377, SEBASTIAN, FL 32978A 377 SEBASTIAN (772) 589-0712 PALM BEACH (569}8454445 www.ksmengineering.net MELBOURNE (321 ) 768499 FAX (561 ) 845-8876 &Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229=9093 CA: 5693 FAX (772) 589=6469 Date January 19 , 2012 Location : South County Park 20th Avenue S . W . Indian River County , Florida , HA- 5 , See Attached Location Plan DEPTH Strata PEN DESCRIPTION OF IN FEET FROM - TO READINGS SOILS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - 0 " - 10 " Dark Gray Sand with Some Roots - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = 1 - 10 " - 22 " 33 Gray Sand - 2 - 22 " - 38 39 Dark Brown Sand - 3 - 50 38 - 60 " Dark Grayish Brown Sand - 4 - 49 60 " - 72 " Light Grayish Brown Sand Water Table 28 " Below Existing Grade Job # : KSM 120085 - 5ha Ronald G. Keller, P. E.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, RE: 68366 K S M KELLER , SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 R O. BOX 78-1377, SEBASTIAN, FL 3297&1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineefing.net MELBOURNE (321 ) 7684488 FAX (561 ) 845-8876 &Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 bate January 19 , 2012 Location : South County Park 20th Avenue S . W . Indian River County , Florida HA- 6 , See Attached Location Plan - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - DEPTH Strata PEN DESCRIPTION OF IN FEET FROM - TO READINGS SOILS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 - 0 " - 12 " Dark Gray Sand with Roots - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 12 " - 32 " 40 Light Gray Sand - 2 - 41 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 - 32 " - 66 " 56 Brown Sand - 4 - 50 - 5 - 47 66 " - '72 " Grayish Brown Sand . Water Table 30 " Below Existing Grade Job # : KSM 120085 - 6ha Ronald G. Keller, P.E» 37293 / SI Lic. No.: 860 / Julie I. Keller, P.E.: 68366 KSM KELLER , SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING , INC . MARTIN (77 2) 337-7755 RO, BOX 78A 377, SEBASTIAN , FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589o4469 Date January 19 , 2012 Location : South County Park 20th Avenue S . W . Indian River County , Florida HA- 7 , See Attached Location Plan - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEPTH Strata PEN DESCRIPTION OF IN FEET FROM - TO READINGS SOILS - 0 - 0 " - 12 " Orange and Brown Sand - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 12 " - 30 " 37 Gray Sand - 2 - 41 30 " - 44 " Black Sand with Traces - 3 - . 53 of Hardpan - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 - 44 " - 56 " 47 Dark Brown Sand , Slightly Silty - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 - 56 " - 72 41 Brown Sand Water Table 37 " Below Existing Grade Job # : KSM 120085 - 7ha Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KS KELLER , SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING , INC . MARTIN (772) 337-7755 pO, BOX 781377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561 ) 8454445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 FAX (561 ) 8454876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 CA.: 5693 FAX (772) 589-6469 Date January 19 , 2012 Location : South County Park 20th Avenue S . W . Indian River County , Florida HA- 8 , See & Attached Location Plan - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEPTH Strata PEN DESCRIPTION OF IN FEET FROM - TO READINGS SOILS - 0 - 0 " - 18 Dark Brown Sand with Roots - 1 - 46 18 " - 4011 Dark Gray Sand - 2 - 44 - 3 - 48 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 " - 50 Black Sand with Traces of Hardpan - 4 - 42 50 " - 72 " Dark Brown Sand , Slightly Silty - 5 - 41 Water Table 40 " Below Existing Grade Job # : KSM 120085 - 8ha Ronald G. Keller, P.E.: 37293 / Si Lic. No.: 860 / Julie E. Keller, P.E.: 68366 ALAN Anow of 111 lkow Not s� b� t t $ .yka( 3 ALI IVr ANVI A ^ k?niF y t a `` + y `:a Y � 144 ` kipo N A r r 'LA 1 tt§ +L- rY. ui '" , � . 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Jf11 'I ' ..,n-_eC';. .'"!`",•"'�^,- -i- ntk' - scl. a � i• •L-G.SZ `�` .Ai , b ; P4 at e'1LJ7 /��� .:,::_ -�,�. •vn..vP:: I.:;n::.� .c W • YC s.� I - - - ... _. _ ._ -- - - - ., , _.. _ � .. . 5 T _. .. . . — - - .._ annU _ _ Fiat LJ :fIPIPP PIP, . _. . -- - ' - ' . �. _- :fJ •_ . _ .. . I , ` PaIlP _. . _ _ ... . . . W x __ _._. . . _ aaIPPPPPPPl �" LL. a am or Of 0 1 1 0 1 as ease ey Am a at q me 0 " DIINKELBE,IRG R : eNGINEERING `& TESTING ! 11 I�IC,. _so 0 sm Is 1 9 If 1 9- Ceoteahntcal �° i laterial I a stiri /In$pectio0 '! r�vironmerltal ' : r < " ' = Pa. so as i1, 1 0•. . - t . Q' •` . . Tndiaz R3iver: oupty . 'Jut : 14 am r2000to fee I so :: 184U - 25th 'Sireef Y ' ` : : Project.No: Q0.-1 .1852 'uso as I IV a 'ero:Beach, ,Florida32960 :q*, 9 ' • : ' =: : : : r Re • • : . . + all Ittentioi�i,: : Mr: Christopher J;: •Kafer;; P:E `' We ' ' �? `: , eQ .10 E��]��. 0 . ; 11 fluty TG__ ;.S. ' ! - • � - .1 subject:a4 so Geote�hsicalEgiu�etwrgSetvio�s :' as :c � .�'� �S j 14 1 : ±Prq ' used:Concessiom`Stadd: ` or : � �°`� 92p . as 0 P 1'�s . , r.. c?f • • to I - 19 '. South�Oun Far Im vements ' - : .�`4: 1 law h' . It p '4 ,. PEhase+II• . • . . �. ,N; ' : : •t:, -. : . Vol, me :. : Indisn1.DO Rirver G�vun{ � ' 1}IP DO OF MM 0 ?loir7j , U L. .' am . am I as, I _ Ci7:;' As ',St6iNE�NIB ,ti D0 so ear Mi. Kafer�; , . .�- N • : �,,. 11 �'' • S' ' . is 31 a am 4 • 441 a . '' . IV 11 ti 1 9 11 OF war - ' Piusuto a aixt+ tb' your `rso e[uesta and` �utliorization ;T?nnkelbrll , ggvEngiineering:8i 'Eesting,; iuc., (DET} : ' 6. ell r , , has.. completed: :geotechnical° .riceIF a s for alae above=referened� ptiiject:: Tlie ';subject:. 'site is : situated within :tlie :$at :' CouniX: `:Pairk wh?ch':is located'on :�2M*eAyentYe 'jus�• `north of '0*1a' , Road in be Wian >fiv�er County. , Florida.: .:. ' deIF 6 , we 11sea 11 a I • ' I asset -Of o 1 14 . 'The pttipoSe 'of toe . study. was • thieefold 1 }. explore' tile. subosurfade 'of the •sem* to define the. 0 .me, : : nature; se00 queneiiYg; :anci ' , copdition ` of tlio:&:a Mi Place:1 ' :soils;: •2}, : waluOF ite ::the:• : . . . a 11 of a rfill No 4 :itichan• RivetCounty - - 6 ' Page 2. : Project •hio: Q0-11 �852 +� _ - • ; IF 0 . am to game As 0 a I ; • 20 , 04 : . { • ' *.. . . . . F ' {61 14 Wi SUBSURFACE CI IN ONDI ON% S4% 'a -, ma It , i IN is Subsurface :conditions w t� n• the :area' of the-proased;fiOding ed, .were ;eiaQlore�l with a. sin e ge FF 0 0 me a is = Stand0d . ]p etra�iou,Test .(S !Tj'bpxing :locate$::at-. aboutep-cei ter: of the o ' ed, •buil Is -. . - footprint:' 'Thohog . aed: to .a depth of-20- feet: below. the: grounds'snrace' usnto60 >.' mbuntd . niacltir►ery :and .mtazy . wash :tee>niiques: :',Saru res ;of. the . in- lacIV I materials : ^' mal 1? . :. . . .P. , :;were:'. 1 Is . - reco1 61 vered troitiridau�tX �n_thae. upper 1 Q-feI Iet'of the�t3ori and dt 5-foo_ t vertieai intervals' below ': i t 'the :1,040otmoo e: was effo ed with 140 ' P , ' ` P . a standard"spit-barrsl.diven :with a unii tlxo 19 11 ... 3Q 0. 0 . 160 , OfPo . . P' falling: inches. (tlie Standard penetitibn Test; 'AS T11 DF .1 �8 : . Between sami mtmvals th66, a Ile " e �� I IF plc'- bo i#ig:_°�►as: advance 11 am 0 , with zvoV3/9Inch d airfeter trlc� a roller `' bit: ` ,A bentonite, slurry was; a 0 FFleted= tlie' borEholrs: to .aid_in .the' zemo al o drill i irttings0 41 and, to preserve the sidewaltoplel' iFagoty :: :f.; ' we We�' mo.iomp ' IV , I ` . ;ti: : IV Samples' collectedfrgm ,the` fioring �vereopla�cecl n 'maishue=Poof �outaimers0 IN _: and ' iefuinedI I loom 11 'ta : our labd -atory where they:.were •`visually:ctassified.:b Of V, geotechnical•. en eel using thea IV visual an mi al•p :ptoeedi= :prescribed:1 1 . m 4ASTM D 24.89; '•Soil' CIM dficA.tio_ ns' �vere• .assiped .pet the; ' `: FF • =Unified'_Soi�. Classifi i 1 11 on ysten STM D 847 : ; L161 4gbfthe h so Negir -•lnclwdrng. reeords gf the11 Imme .: PT ?iesults:(Nrvalues14tioprovided @on the a whed Sh donn,I11 v ofgo I to I - : , ' • 0 . . FF wg� :.Results �of the ligring-,shave, the , wea tovbI 1 * e .umderlain to: the terxniinal. dcptlis 'of the eigploration , . . . . Do am I by saads '11 of 'Conta6 INining:•trace to �moderete amounts: of silt 11, 14. 0 sm go.and clap size fines:: ' oR% eference : to thoff IN e• to �P� ivWlI IV ts .shows;thatthe_sands• airy=ge�aerally'a�'a�e�tium-dexise -conditiod. : 44 ;; 00 of I • . rto go Itim I me of m I me" 1 FF . I ' . ' . , ' 10 1Fee �; miltwoe V, 14 a I IN log. IN IN I tile :.The0 , Og.grotuidWe wat : level :.was measured ii `#he .#est ,Boxing .peon.; its• conclusion. .Tlie•{iepth to theIV FF op 6 16:00 is : 0 0 0,. mal to ii ter`:talile at� he,�thi* of our :field:work:(JWy . l,Z; 2QOQ ;;0:1- feet:helm tfie ground • • • ' 1 . • a fee No 14surIs 0 FF face: Yt should be' realized. ?listthe' on--site; water taile11 it 'IM vaiX 16 �n•:xespoiise .fa:ll 00 1#1changes in IF raiunfili, irrigation; :dFaiu ail 'other:sill factors.: , N .•3' Rp ;wN - 01 . R:: � so I 1 00 ' Ile 0 . . r • •. - FES U�1'YOi�T A,hTb RECUMIVQ+,�TDATTUNS a Ili . Geno era-1': " of, _ 14 . 6 , {gs - is I It . ' ' Results of, this' stadX46 indicate: fhatAlWe ie :sito Js •generally .suitable fai the'.pl8niied constmption'. . 4 1 FF If vvhe�i viewed"' fic�m 'a geotechncel' engineering:: .per$pecti�te : The exis :suIt bsurface : . . conditionof s- aare,%notio a w 11 1 ired• to:impo'se;•Jnajor;cox straints . 0 limitations on'We the site utilization . NI 0 too 11 • • frgm a . soil. nieohanics :send foundatiani . eigneeng `poiview: • ..' �'he. . 'structiue ' may . be • ft - 0 tosupportedOA: shallovsrfoundations basedu structii�ralfdl: or •inthe:nattiral�sandFF, s. : - : • : �: . I IF ' ole . :; • of t . - • % . . i : . . liidiatx Rveri.Cbunty,: ,,o0 . 11 4 to IV :Page 3' war 1I Praje hlo: :00 '� 0 1 • : " t '� It 04 in 0 :� "' • Wre detailed, recozpmendat oON ns f(Qr 'foundati deli on. ga. 'a�idlafied;constritctio :are .pres I a , • - in :the'fol bw ng:sections ,of4bis oil : : us 0 I Or00 . . + ' a. M , r : CIeatins; �€aru6baa aad.aStiaiyiaa t ' No on 1 0, da . • 'Fhe ' f6otpmt oftl ike a eto A Jt , buiiduig,: plu4111 s, a :3-foot lateral ; should" be : cl Y 00 10 1 16, ON MEN 0 W us ;. eared anti grubbed at . ' e outset• Of 'co 'b • . • =th nshucti n.' Cle and. li 0 sh uki :ine ude` the 1 ai�g :� � co � le 'and . . . . . . � te - remo al' ' dig 1 of . a' timber sal . s ro ts' �.: :sttii�i xubb` . , . P % ANN , .• Q ash �and •deb"' bapsh, P_ . > ayg and a1l:other obstruchcans resting ' 11 - OnIV I w,?p I on -0 11 1on W11 % lg oc61, tad andethe s surface. excavated areas all air : . All .areas receiving .fi i, . Akfietilre8 .and:. slabs should %be:'pldwed,fid- a degth' of at 1 Pick �" east; 6; ' . d :: 'ata I all roots ' ater.that ;T :itch in diariiete S •:or 'lzi cME I 1 4, at a 60Bre • . on oq#t ggns - of ,small .diaaaiete�'rowa ots' : • We 0 • If q rexposen by'plp;ving0 Should- be'. removet1.. :to: &:depfh: of iot less .tltan• 1'2 inches: Folloon go, ,wing .the ; ' a II noclearing grnbbing•:a�id. 'striP.P� :oPproons; ttte::in-sitU4 subgrae soils ;&ould* obe ;un foiawl mWe I l •cQinpactedt achieve a.minim n of:9Swo6f their •maxianuui defeias rriialecl thwe e ' • 1 11 diy :cieaisitOn y as. b - *0 WIN I :lriod'aced,Proefar; (A,STMI� .137 :t�st�to- adtli of l . ir�clies�:: NN I We b Win 1 _ NO _ . I it : 1n ' fill :,th " r ME I We at S. T: too :e eV''a ' y equieri 1 to the, buildin :ar�a:,to coristructan. 0 16 Or NE e ' . . i; d Or 10 , be' . 111 , lacedtoit uia . . y folltswiiag Abrapaction: of the .subgrade-swls ond. should eonsisf•oi' clean.f :to :medium sI a'and no I Vegas 0 I I ME of-more'-Mani: la%: :pa sing the. IJ, S : Standard No 2U0`sieve :T7ie fr ' shouild ' . ..' Ar Pf ptiaaiurii for. . co r . ME 1 : a:' moistiire: content �vitliiii 2'� ; its 'd vapactioweand .iA, Myers whicli do not xeeed 12: inches in `loose'' measiireaach fill litfi should n ME as a be;uaiiforir�ly •0oangacted" t `95/.a t�f, : thb ' ;AS'T1VI 1155, 7 ariaxiinuari 'dry;densi , should' be and, ty:, fain:: stable ' pnor�to:plaemen£ of:.. . an MEI f ill ors bsME on I co tion: ' '' - • • • u ,. 'exert »stauc ;.,• ' FQunrdatia 11 We ME oai Desim and Coiistruia Raw 10 ction '' • - nto, : 'i7�e prolaosed stiuctuire maybe safely siigport do..oi 'shallow' foundafions that are •based as the . '40 1 - MEN defed=gr - a�c:°611:aru3lnr iu-the';unproIF Iv natiaal . sands; ' foo ' 1e' desi[gmed for11 • '�'' ME a :to 1 net: 'alinwable. 'bea 3ag ;'�ressdre. .1f0-1 0,2 54 a . pauads:-,tier square 'foot: (psi.- To rovide an'. : MEN a, oil adeot quate• factor of safety agan 1 ainst a bearing - act failure" filie foundaribns sh No I W:l ME1 . • P, tY: otald be.based a# ' ' won ,. , :least ..i2., i4 40 q hes;b*Arttlie Io�ves't adlaceiit . grade:• `•Contintious foo Sliol Iutd' b1 41e 12 " ' 0 or at least. a soNiches wide: Isolated .foundatioais•should ;be not less their 30' inches wide..' it ' . . GI 40, 11 1 41 1all �:: . . . . 0. , • :The •allowablb : bearm�I on . Pressure refers' to;.dead"Ahd"•live .loads ` and• .ief�e¢ts: a aaet u=case' am, • :pfessiire over. aiad above thaONE`ti' e erteii;bydie overburden`soil$. : �Ccii segtaeza�y,:the :weigiit:afthe: ` 4, ONEfoundation ooncxete° aad .soil .backfili ;ma ` bn 1 e ne ected .iii tfie s' I ': Y' F . izing .;.computatiotas` . A �5. ; percent °iaicrease .'iai the;:$llawable h is . ei'niissitile r.' total: 'I p . . eaiipg :pssair : p. :fo oads, : including . = orI ME ME In 1% be -, thosesduo to 'wind•forces: f ' 'as ;. 11 No ow ` IF • • ' no am, s ' Uplift%resistance 'VdH be :proWded by the dead -weight of the fowdid4 ions plias the •weight• of tlae QveFlying ,soil. backhlt : Fo'r' design; thetaaiit weight o f the soil o�ierlyin #tie foundatioais ma .• be'ta�Cen as =110 un r % I I ago goo o. . Y :.11 ' all ds. p'er:eubic. foott.�cf}:' 1 all .. : . • _ F _. as 4 11 of I a 1 OFF I No Indiau'Riiter County1 1, . . . .. _ $1 , PIP . r; . 1 IF: 11 - •NO 1 Page 4 . ; ft IN : Me 'Pro' ec Nb:: QO 11452 NOV.` O • I ,; . No .i . z • :• J • , r. . . All•foiin�latfox , • eldne�ats' I h uld :be e*Xcauafed;'�formed ;and` cast in; the dry, ' 1 0, 1 . exacavation : ' ' . No a IF a 4 % as PIP 41tigt#oms: shoo#d :be dI ofensified''�taitiPed� :wi#li. e'walk=liehiiaid: IF F tpe comPaclox prior #o pleceinenti : V, I' ,. 00 1 1 PON 'so 40 a deNO 0 :: : OfreinforeiI PON,ng steel: 'dagoThe A I .compIN %a,ctiv :Worts 'sIF hgWd;achieve. a mi imuin Of:'95'�l: of the AST1Vi Now , D. l fiS' :ngaitiinwii'dry. �risitytct:a,de of-Y2 :incfies�beltr} tie bottom �fe footings..'; to aft IF 11 to _ 3�oundaf ons designed d• coni %u12 m4�0mw cc oiodance:withthe: commenciationIS of1 as : tliis iL % ` ` are exgectecl`to &SUS a Ntoleralilip tal . au c�ifferential' setdements:as : , • I of Fig N::. - 1 a or IF_ 1sib. Design ` - .ft 1 01 P, ' . .. '°NO : ,:. . ,, IN . Flooi S it , ON tooI IN ,ON, Iflab-citow. 1n�gr d ,conistiuctioi� ma1 11y .ire , used fibs, the rournl . looi of the, siracture provided" theIt ago , : 1 "building 'pati is:costcted:Ol in sccoFdancer'wi .tli� miueicons o£:this art' :w a Sub ; xeP grade•: :below the=�ot�iid lI NO evel dab should�beanoistuze c4anmuoned tai :4,13b -of oJob f their. o�No timuni �Qr ' ebm �ctiOII 'aid'unifQimly c aPIP , cted to 93'%o :¢f#lie ASTM:T� 1Sfi ' ma�cimupii. itty densi ' P P PONil , ty: ,' • • '6. - ' ` ' as I No I A:mo flus flf subgrade jreaction 0,115.Q;pou�i�ls per cubic moh (pci) maY: used' in the design : atim }.. I PIP me of..tAe grade leve#, slab: To 'm"iniixuzNo, I. lticalizec : ciaoking.under' .Aanqq i�n7form:`loading, tl�e' . slab: • . I No 60 NO 0 No ui bNo e uatel - 6 ' we of ,:: _ .off I go is ;' Is Fee We Vkecbnimend #hat an im *eivioW11 e mn�ibxane B& insured be�ee�i 'xhe aaiEid�rsid�e. o� :the .slab 1 ' of IN I Of I and subgi�de'° soil : to zedi�ee ' slab' rrioisttii I p oblevns. : 'I e ` oii}I Sition lid° tliiclsuess of;tt�e . : 01: P 1 0 a ' r' ; membrane' shQtiid ft be' selected;a Bete mining the alto*kble .vapdritrarismission rategatbat the PIP so a NO 6 4goi Eoveiings°sari ui�hstand Qvittiout; delai hatin : fEthe: graile ' 1eve slats :will not iece ve< NO ,. 1 ago, floor'. coverings ` tbat: : ai�e ,p iiculazly =sensiti a go =fo. "i oisttire° . nx;:•.. :;.6emu F• .thi�:;. layez of _: '-poly. ...••leve slioutd ba;sui#able for;#hi$ puipose:" IF z: ' . , < 1 1 • I No 1 of IN : ' ' I If Note I NO ON _W 11 NO I:DfiA3'IDNS `OF STUDY: 'a 0 0 ft • , . . r . Is been ' erformed dor .In ' an l iv , � O'Coli to aid. iri theI desi let the 'tanned • ' ' 11 , 1W I 1. 11This• study;has p. di . ex tY . . $� P 00 . 10 , ' OFF .PmJ � Diinkelberger Engineering ,&. Inc: : �anrants that the ie ;ommendations .and ': : < professional:° advicc I we �eseuted . in .4his neas port: s•are .based . upon' i�eogniied practices in : tllei ` . . to disciplines of soil n�iclIF xarii�cs, . ouud #ion . anineerg; and . ectla� Na. other III I ' inee ' ' g. $3 :•. ; 1 144 :`*aunties-ate exI be PIP be 1 0 pressed o r: mplied. 10 ' �: ' • at bed I , . yof NO I I r.111 OF , ; : 9, oft I IN - :IV 1 ' 1 No apoof I 6. : . • _ • - ' � ' IT 4011, 1 1 OF °� , i;' NO .. 1 10 IN I . . :.c: 00 '000 Now" - • :i` 6. �Ildlilq R1V�I C�Jllil ;.`: . : a p ' of 4y ,. ' ' age 5 ' . . .do a PrajatNo. 00-11=8$2 ` . . : . , me so of tell I of I ad ad 11 ad jt . . . . ap ad obb "`4�Ve'appreciat� the 'ol Portiinityto p oyiderthese°services fti our. ect: Should y I itad "YI Idea 1,. P?b1. ou :have any 0 Moana a , questtpns rePalogarding tie i� oTt11 11 , please cell:,° . , ° r ' as 00 :01 op 0 no , 1 r. ; . . 0 , 1 �, ' w _ . ;s , • ='ncerely, : . I' . . . . . . It 4 . I as IV nd a 04 ad ad:. . .: ' ; ad ' UBERGEBENGI ✓ERIN,• &: • . ' • , . •T . =; " : ` . . T . , 0 :0 00 : abdwed e 9I • ad ow :E. Drunicelberger, 60 • Vie ''Pre�,idt .. �` : .an , 111 _ titano: 4993 _ . . ad I CED . :8521#r . of 0 at 010 1 . r • . Attachment10 1 ; ::Sheet I - .Test goring Logi .. , and •4 00 - - . 14 In ow • ` i...yI, too do 6 adt • • .4 • ant 11 41 1 and 06 if do : ' . . r", _ : • no . . : -•. , - We or as a. of Gt . . I no 'ti ! . • : . .• as DUNSEMERGER ENGDVEFAING A TESTING INC TEST BORING LOG BORING NO. TIM Project: South County Park Concession Stand Sheet No. : I of I Client: Indian River County. Project No. • 00- 11852 Boring. Location: casing Rock Core Elevation Approximate center of building footprint e: - - - - - Boring 20 feet Mme' - - - - mmWater D 6. 1 feet - - - Drilled Date: 0742-00 Drill Rigs CME 55 Driller: JM Contractor. DET Logged B : JM Depth Sample Blows On Sample "N" Material Description Remarks feet No. Soon Per 6" Value l 0.0' - 5A' Gray fine to medium SAND 2 1 1 .2.3*4 5 (�) - 3 4 2 4.50707 12 5 .0' - 7A` Very dark brown slightly 5silty to silty fine SAND, weakly . 6 3 7.8. 12. 12 20 cemented (SP-SK S1v1) y s 4 5060708 13 7.0' - 9.0' Brown slightly silty fins 9 SAND (SP-SM) 10 5 596.7.7 13 11 • 12 13 14 15 6 5*70 16 9.0' - 12.0' Gray slightly clayey to 16 clayey fine SAND (SP-SC, SC) [17 ' 18 19 20 7 7* 10* 11 21 12 .0' - 17:0' Gray brown fine to 2.1 medium SAND (SP) 22 23 17.0' m20.0' Very dark brown slightly . 24 silty to silty fine SAND, weakly 25 cemented (SNSM, 'SNn 26 1 . 28 29 30 31 32 33 34 35 Remarks: 1 . SP-SK SP, etc. " Unified Sort Classification System group symbol; based on visual - manual procedure (ASTM D 248&93). 2. Groundwater level measured upon completion of test boring. ss2dt52 f _ EMPIRE ENGINEERING & TESTING ING , P.O. Box 778 Telephone Vero Beach , Florida 32961 305-569.0153 REPORT SITE INVESTIGATION Proposed Park Oslo Rd . & 20th Ave . Vero Beach , Florida . March, 16 , 1987 Submitted to : Engineering Dept . Indian River County Vero Beach , Florida Attention : Michelle Terry Submitted by : Empire Engineering & Testing , Inc . Vero Beach , Florida i EIVIPIRE ENGINEERING & TESTING INS . P.O. Box 776 1 Telephone Vero Beach , Florlda 32961 305.569-0153 March 16 , 1987 Engineering Dept , Indian River County Vero Beach , Florida Attention : Michelle Terry Reference : Proposed Park Oslo Rd . 8a 20th Ave . Vero Beach , Florida Dear Ms . ' Terry . As you requested , an investigation was made at the above referenced site . The information obtained from this investigation has been studied , combined with our previous knowledge of the area , and carefully appraised . This appraisal has formed the basis of our evaluation found in this report . If you need further clarification or have any questions pertaining to our report , please contact our office . • Sincerely , EMPIRE ENGINEERING & TESTING , INC.. xarry O . Wagner , P E . President i F r __ EMPIRE ENGINEERING & TESTING INC . P.O. Box 776 Telephone Vero Beach, Florida 32961 305-5690153 Proposed Park , Oslo Rd . & 20th Ave'. , Vera Beach , Florida March 160 1987 PURPOSE The purpose of this investigation teras : ( 1 ) to make . soil borings in the area for determining the safe allowable bearing capacity of the soil ( 2 ) to obtain samples of the materials found beneath the proposed structure for acquiring the necessary information needed for their classification according to the Unified Soils Classification System ( U . S . C . S . ) ; and ( 3 ) to make evaluations based on the results of this investigation , consistent with good engineering practices . PROCEDURE The test holes were located at strategic points on the site . The holes were drilled with a combined Jetting and chopping action , using indus- gel drilling mud to prevent the walls of the hole from caving . At regular intervals and/or strata changes , the drilling tools were removed and the material sampled by a 1 . 5 inch I . D . , 2 inch O . D . standard split spoon sampler , driven with a 140 pound hammer falling 30 inches . The standard penetration resistance of the soil ( ASTM D1586- 64T ) was determined by the number of hammer blows required to drive the sampler one ( 1 ) foot . The records of the materials encountered and the penetration resistances are shown graphically on the attached logs. FIELD INVESTIGATION There were five (ar ) test holes made an the site . The ground water table ( GVT ) was allowed to stabilize and the depth of the ground water elevation recorded ( see soil boring logs ) . Also , while at the site , samples of the existing material were obtained and analyzed to aid in their classification according to the U . S . C . S . GENERAL . SOIL PROFILE Please refer to the soil boring logs for specific information relative to the soil descriptions . - i ct r' Soo ' 300 " 40 w 0 0 y H K to IV of PPPLOY. Irnft • _1 EMPIRE ' ENGINEERING & TESTING INC . P.O. Box 776 Telephone Vero Beach, Florida 32961 Boring Log B- 1 Project , 57217 305-569-0153 Depth Blows Strata Elev Water Description of Soil in feet / 6 " From To Table Gray Sand -2- 5 ! a ' - 12 -3- 5/ 9 13 / - 4- 10/ 10 12/ 13 / 11 Brown Sand -7- 6 ' - 7 ' -9- 9 / 11 20 / 17 / 19 - 11 - 22/ Tan Slightly Clayey Sand w / Trace Organ . - 12- 11 / 17 7 ' - 12 ' - 15- 211 23132 37 / 28 /31 - 17- 39 / 2'x / 39 41 / J4 Tan Clayey Silty -2a- Sand Terminated a 20 ' 3 / 12 / 57 EMPIRE ENGINEERING & TESTING INC . P.O. Box 776 Telephone Vero Beach, Florida 32961 Boring Log B-2 Project , 3717 305-569-0153 Depth Blows Strata Elev Water Description of Soil in feet / 6 " From - To Table ' - 1 - 2 / 2 2 + 6 / 6 Gray Sand w / Pivots 3 " Dart: Brown Hardpan w / Organics 7 / 0 ' - 3 ' Dart; Brown Sand - d- 5 / 6 3 ' -d ' 8 / Tan Sand -5- d ' 7 / 6 Tat-► Sand Slightly 9 / Clayey w / Trace Peat -7- 5 ' - 7 ' b / 7 • 6 / 7 / 7 " 7 ! - 12- 9 / a • - 13- ' 9 / 10 / 9 - 15- 7 / • - 16- - 17 - 10 / 21 White Sand -20- . 7 ' 720 ' Terminated 20 ' • 3 / 12 / B7 i . 3 EMPIRE ENGINEERING & TESTING INC . VON PA. Box 776 Boring Log B-3 Projects 87217 Telephone . Vero Beach, Florida 32961 305-569-0153 Depth BlQWs Strata Eleu Water Description of Soil in feet . / 6 From To Table Gray Sand -2- 2 / 2 ' 4 / 3 4 / Tan Sand w / Roots • 5 / 6 8 ! • Brown Sana w / Roots -f>- V _ 6 , Tan Sand Slightly -7- 6 / 7 6 - 7 ' Clayey -8- 7 / 7 / 5 Brown Sand -9- 7 - 9 8 / 7 Tan :Sand Slightly - 11 - 9 ' Clayey 7 / 8 / 8 • _ - 14- 9/ 10 - 15- • 13 / - 36- ' - 17- • 10 / 11 - 19- 14 / Brown Sand -20- li • - - 20 ' Terminated 0 20 ' 3 / 12 ! 67 r _J EMPIRE ENGINEERING A TESTING INC . P.O. Box 776 Telephone Vero Beach, Florida 32961 305-569-0153 Boring Lag 8 -4 Project : 87217 Depth slaws Strata Elev Water Description of Soil in feet / 6 " From - To Table 2 " of . Dark Brown -0- Hardpan - 1 - 2 / 1 Gray Sand -2- 3 / 0 _ 2 , -3- 4 / 3 7 / Brown Sand -d - 2 00104 ' S / 7 - -5- 9/ Tan Sand -6- 4 ' - 6 ' -7- S / 7 Tan Green Sand -8- 9 / 6 ' - S ' Slightly Clayey Tan Sand • - 10- 7 / S ' GRIMM 10 ' 00,10,.VIVO, 0,111, 600fts 010MV ANIEW 06NO mmm,mmmp umpow,mum VENOM 01madmhoW AmedmVemms modo ftmm 401410 GEMIN,mm"Imp ammum 60,100mum 0,000, - 1 ] -- 7 / 9 9 / - 12- 8 / 7 9/ 9 - 15- . 11 ! 9/ 11 10 ! Greenish Tan Silty -20- 10 ' - . 20 ' Sand . � Terrninaeted 0 20 ' - . --------------- ---- ---- ------ --------- j3 / ] 2 / 87 i r t J EMPIRE ENGINEERING & TESTING INC . P.O . Box 776 Telephone Vero Beach, Florida 32961 Boring Log B-S Project * 87217 345-569-0153 Depth Blows Strata Elev Mater Description of Soil in feet / 6 " .From - to Table 4 / Gray Sand w / Roots -3 - 6 / 6 0 ' - 3 ' ? ' Dark Brown Hardpan -4- 8 / 3 ' -4 ' w / Organics 6 / 7 Brawn Sand - 5- 4 ' - S ` Tart Land -6- 8 / 5 ' - 6 ' Brawn Sand -7- 7 / 8 6 ' - 7 ' -8- 9 / - 9- 8 / 8 Greenish Tan Sand Slightly Clayey - 10- 16 / .7 ' - 10 ' - 11 - 9 / 8 9 / - 12- 8 / 7 • _ 1 y- 10 / - 14- 9 / 9 - 15- • - 16- - 17- . 10 / 10 • - 19- - 14 / Greer, Sand - 20- 100 - 20 ' Terminated 0 20 ' 3 / 12 / 87 I IFF maul P�w .� ' "' 2 .1�� a� ut I. � 1.. c .� 41 r� fw ! IF: fe �ff in Free "04 OF Ojw * g' If Pr v PT X, IF OF v : + k k t i T1s -I. k e7 : 11F red,i I'msr L v "� x r�A { r III IF A SII E w ��` I rN �. _pd� .y " f 1 s - tri f, rIF I . r�F .OFF.., '+ Lr 11 A u s x ♦ d � vT a f 73 a2r . do . e Y I 7 + o 'tr low id i� -I ; III ` fill 1; A I TT IF F `„+t y ..e Sit 0 pid �fI OIL V IF ­WkII Of !r +:'' x ., °, fsF,M _t� a�fi, . • + C , It frees 9n at t * 1 1 OFF I It tg "'i +`A'`' i�le ` i r. �`� , e ) -. 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' d 7 sae a - LVIFI� 111 17,1 IF flerel,� � '! ►� Y t 'f 4l If III ' I'll 0 1 IFIF "°� r ,OF m z y I I led kms" —" 'f "SF lter s J 1 Feltr Id y OF F. ,I OFF Ill- IF OF OM 1 11 1 ort x 1 IF jka7JA I IF r IF L I 7 �y � 1 >, v F �; � t1 IF I OF F2 l �'sa1Lk'i'-eb.`. r �dir L9F Off- a A we If OF If �' �.�'"„AS '9 `.� ' ` IF It _ NOD '.5 'imy� g -,v 1 eIF _ma, ,ifig s F i . . .Flegereetidgedy}I�"IF t / • LL f �r feedY- agar �A� a>"�'""""+ �.Iq� LZI yA \ OF vFYj t.73 a111,e IF IF d wr OFFIr F{ � F 4 , vF it 6X Y7 I� it �"yIF t":f IR OF At v di � � A.2 yr Fee, ee III I y tA Fee 2+ If If j - _ i• � P s 1 °' .r A �T�* 1"'� �� r; + `'+ t F � OF 9 z Y"vly Fee OF ,�g� W h OF ' r IF v OF kt I IF all I tr. n LI 1I Of I A dip FL Fell, OF I ♦ C i �Led- I If rT, „ :I I k f ° } a .Si” y 'S'*�� . ,�i rs I M Ah fir I OFFx"f�."".. i .�. 'b` 3 . R� 1'` a °t a-'I'l1Of , rfi It x y ,an? a ✓s` ,�'` — a={ y"a" ,A+u.4 Fwt ; Ir S Yi' '! WeS Jy� lYlt . + n 9 e[ � ILL ' Fr 0 OF IF File, IF a _ If OFF i ;� _ C ..vijt"e3" 'fklq•d"h. 7: I OF jr OF 2� T}" Older I IF 0" FF: I IddeOf � `�`L ,. : :v.Ax }t,i ,t, , ". ,. . .,7d .. ,.<. : _OF, _. . . t el el Fell , . _.. ,OFF „ .,x. . . _ ._ A .. . , OF ;F, lil IF Ifle 0 �? ,.�"i'�q.., ' SJ '”" "I: 3?k ^ ,i"�3 .r "s' f ' F* 'j-4a � n�5t.' . . .•;r ,�4.�wiOf C.� +-,�. �r,._4;eI ,:ar A . 1Lf" I Im Indian River County Purchasing Division A 1800 271" Street Vero Beach , FL 32960 LORI��' Phone (772) 2264416 Fax ( 772) 770-5140 ADDENDUM NO . 3 Date . November 1 % 2012 Project Name : SOUTH COUNTY REGIONAL PARK MULTI- PURPOSE FIELDS Project Number : IRC 1126 Bid Number : 2013009 Bid Opening Date : The Bid Opening date is Wednesday. November 21 , 2012 at 2 : 00 p . m . TO ALL PROSPECTIVE BIDDERS . TO PROSPECTIVE BIDDERS AND OTHERS CONCERNED : This ADDENDUM is . intended to clarify, correct, or change the Bid Documents. Therefore, it hereby supersedes anything to the contrary in the Bid Documents. This ADDENDUM is hereby made a part of and shall be attached to the subject Bid Documents . NO questions will be responded to from this time forward . All Bids must be received by the Purchasing Division office located at 1800 27th Street, Vero Beach, FL 32960 prior to the date and time shown above. Late bids will be returned unopened . Addenda may be issued to clarify, correct, or change the Bid Documents as deemed advisable by OWNER or ENGINEER. Page I of 11 F:\Public Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 3 114342.doc CLARIFICATIONS / CORRECTIONSMESTIONS AND RESPONSES QUESTION NO. 1 Please provide a general location of the 5 QC locations for the purpose of sizing location the irrigation main . ANSWER NO. 2 Locations of the 5 QC' s shall be coordinated with David Fleetwood, Parks Superintendent, during construction . QUESTION NO. 2 The 5 QC will require the system to be a pressurized system . IS a variable speed pump or a cycle stop valve preferred ? ANSWER NO . 2 According to David Fleetwood , the system will need to be pressurized . The system is required to have variable frequency drive with pressure tank . QUESTION NO. 3 Are the new trees proposed to be installed in the existing parking lot islands and the new trees proposed north of the main park drive to be irrigated ? If yes, how is the irrigation to be installed ? Open road cut or directional bore ? ANSWER NO . 3 No . Permanent irrigation for parking lot islands is not required . Temporary irrigation will be required in order to establish the sod and trees . QUESTION NO. 4 Please confirm a fiberglass enclosure is to be installed fpr the time clock and pump start equipment . ANSWER NO. 4 A fiberglass enclosure is required to be furnished and installed for the time clock and pump equipment . Cost should be included in bid item for 4 ( Four) Multi- Purpose Fields ( Item No . 47 ) . Page 2 of 11 F:\Public Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\bid docwnents\Addendum No. 3 11 - 1342 .doc i QUESTION NO. 5 Please confirm the chain link fence and gate indicated on Sheet L- 1 to be installed around the well and irrigation equipment is included in the fence bid items #20 through 25 . If not, in which bid item should this fence and gate bid included ? ANSWER NO. 5 The fencing specified on Sheet 1.4 has been added to the bid schedule ( Item No . 73 32 LF�8' high black vinyl coated chain link fence; Item No . 74 Fence Gate ( 6' ) Swing ( 8' High ) ( PVC Coated Steel Chain Link Fence Fabric ) . Also Item Nos . A3- 1. and A3- M have been added for the alternate bid . ) See revised Section 20 — Fence Page 01025- 24 , QUESTION NO. 6 Do these areas in green indicate the areas that would receive artificial turf? ANSWER NO. 6 Artificial turf, if selected, will be installed on one ( 1 ) or more fields with each field area being 200' wide by 360' long. . QUESTION NO. 7 Do these sports game lines correspond to the wishes of the county in terms of the desired sports striping? ANSWER NO. 7 The lines to be provided as inlaid lines and markings shall include those lines indicated in the Technical Specifications . Exact locations shall be coordinated with Indian River County Recreation Division prior to production of field turf. QUESTION NO. 8 Kindly provide the locations of the (8 ) concrete water fountains that are included in Bid Item #52 . ANSWER NO. 8 There will be two ( 2 ) concrete water fountains installed near the entrances to the men' s and women' s bathroom entrances at the Concession/Restroom building, and two ( 2 ) installed near the entrances to the men ' s and women' s bathroom entrances at the Small Restroom building. Also, there will be one . ( 1 ) water fountain installed near the shelter between Fields 1 and 2, and one ( 1 ) water fountain Page 3 of 11 F:\Public Works\ENG IN EE RING DIVISION PROJECTS\ I 126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 3 1 IA3- 12.doc F installed near the shelter between Fields 3 and 4 . Additionally, one ( 1 ) water fountain is to be installed east of Field 1 near the bleachers and one ( 1 ) water fountain is to be installed west of Field 4 near the bleachers . QUESTION NO. 9 Is the Project Site earthwork expected to Balance? Or is import fill expected ? ANSWER NO. 9 It is expected that borrow material (AASHTO Classification A-3 fill material with maximum 10% passing the 200 sieve ) will be required . It is the contractor' s responsibility to determine the amount of import fill material that is needed for the project . QUESTION NO. 10 Since the Geotech report of the subsurface and physical conditions was not included with the contract documents, Are there any unsuitable materials or any other subsurface conditions expected that could adversely affect the construction and installation of any of the bid items? ( Excluding groundwater) ANSWER NO. 10 There is no known unsuitable material or adverse subsurface conditions at the site . QUESTION NO. 11 Please provide the width of the underdrain trenches, the detail on sheet C-6 does not seem correct. It shows 2 under drain pipes approx 3 feet apart . Sheet C- 5 does not indicate 32 under drain pipes that close to each other. ANSWER NO. 11 The detail is correct . Each underdrain trench location shall have 2 — 4" perforated pipes and a total of 9' width of rock and well draining soils . ( FDOT Standard Specification Filter Material for Underdrains shall be followed . ) Bid Item No . 12 has been modified to clarify the work involved . QUESTION NO. 12 Please provide the locations of the proposed (8 ) electric water coolers . ANSWER NO. 12 Please see No . 8 above . Page 4 of 11 F:\Public Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 3 11 - 1342.doc F QUESTION NO. 13 Please confirm you would like to have the scoreboard controls hardwired to the office . During a game/match how will the score and game clock information be relayed to the score keeper in the office . Should wireless be considered ? The score keeper would then be able to update the scoreboard from the sidelines of each field . ANSWER NO. 13 Item No . 62 has been modified to include wireless remote control . QUESTION NO. 14 The answer to questions #5 , on the Pre Bid Meeting Minutes indicates the electrical room in the Concession Restroom Building is to accommodate the sports lighting components. Please provide the quantity and sizes of these electrical components for the purpose of designing the size of the electrical room . ANSWER NO, 14 Attached is a drawing provided by Musco Sports Lighting. For this project, the Contractor will need to supply : A. Line power to contactors and equipment ground conductor. B . Load power to light circuits. C. Control power (dedicated 20A) . D . Electrical Distribution Panel (for overcurrent protection ) . QUESTION NO. 15 Since the proposed FPL transformer for the sports lighting will be 277/480 V 3 phase a separate step down transformer will be required for all of the 120v circuits for this project. These transformers typically give off a lot of heat and we would not recommend installing this inside the un -air- conditioned concession restroom building. It seems the best and least expensive design would be to have FPL bring in a separate single phase service for the 120 v needs of this project . Please show the 120 v needs are to be met ? ANSWER NO . 15 There will be three (3 ) meters. This should eliminate the need for step down transformers : A. One meter, served by FPL transformer, will be for the sports lighting. FPL will install 500kVA 227/480V transformer on the east side of the concession building. B . One meter, served by FPL transformer, will be for Concession/Restroom building, score boards and PA system . That will be served by FPL 120/240V pad mounted transformer. Page S of 11 F:\Public Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admin\bid documents\Addendum No. 3 11 - 13 - 12.doc I C. One meter, served by FPL transformer, will serve lift station, independent restroom, well and irrigation system , and small shelters . ( Note the lift station will be serviced by this meter and NOT one at the lift station itself. Same 120/240V as identified in B above . GENERAL NOTES : All conduit transformers will be installed and provided by FPL under separate contract with Indian River County. All transformers are intended to be east of the concession building. Meters are to be located in one area on concession building. Item C above affects the following: 1 . B . 7 . b . 25 A. Section 45 — Remove "However, the Sanitary Lift Station electrical utilities will be served from a separate transformer meter will be at the Lift Station ." B . Response to Pre- Bid Question No . 3 . The Lift Station will NOT have a separate meter. C . Addendum No . 2 response to Section 45 — 1 . B. 7 . b . 25 Same as above . See revised Section 45 — Concession/Restroom Building, Page 27 - 29 QUESTION NO. 16 Please advise as to location of similar existing well and pump station as specified on note on plans L4 . ANSWER NO. 16 There are two ( 2 ) existing wells and pump stations near the multi- purpose baseball fields at the north end of the South County Regional Park. There are Parks Division personnel on-site from 7 : 30 a . m . — 3 : 00 p . m : every working day that can assist bidder in viewing systems . QUESTION NO . 17 Has the County applied to . the South Florida Water Management District or have the required consumptive water use permit for a "six inch " well which will be needed to supply the demand of ( 120 G . P . M . @ 60 P . S . I . ) as specified ? ANSWER NO. 17 No . It will be the Contractor' s responsibility to obtain required permits . QUESTION NO. 18 Please provide the width of the underdrain trenches, the detail on sheet C-6 does not seem correct . It shows 2 under drain pipes approx 3 feet apart . Sheet C-5 does not indicate 32 underdrain pipes that close to each other. ANSWER NO . 18 Please see No . 11 above . Page 6 of 11 FAPublic Works\ENGINEERING DIVISION PROJECTS\ I 126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 3 1143 - 12.doc QUESTION NO, 19 Can you provide a number of persons projected to beat the park during the highest use period? ANSWER NO, 19 Considering that the four (4 ) baseball fields , the playground, two ( 2) basketball courts, two ( 2 ) tennis courts and four (4) multi- purpose fields are all being occupied for use at the same time, the estimated maximum number of persons during that time is estimated to be 3, 000 or more . QUESTION NO. 20 Concessions are usually conditioned per Health codes . What is the intention with A/C prep ? If the Health codes dictate a necessity, should we prep for A/C or install ? ANSWER NO . 20 The building is intended to be without air conditioning at this time . Installing insulation for possible air conditioning in the future will also keep the building cooler. Only insulation at this time will be required. QUESTION NO. 21 What is the menu for the concession ? This will be necessary for health Department . ANSWER NO 21 This is unknown . However, there will be no fryers. QUESTION NO. 22 What are the specifications and model numbers of the proposed kitchen equipment? This will be necessary for health and for planning conditioning calculations . ANSWER NO. 22 A list of equipment (which will be furnished outside of this contract ) is listed in the specifications . QUESTION NO. 23 Would stainless steel counters or another smooth washable surface be an acceptable substitution for laminate ? Page 7 of 11 F:\Public Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\bid docmnents\Addendum No. 3 1143 - 12.doc ANSWER NO. 23 Stainless steel counters are an acceptable substitution . Other smooth washable surfaces will be reviewed prior to issuing any approvals . QUESTION NO. 24 Ceiling fans are generally non -compliant in a food facility per Health Codes . May we make revise air movement equipment to accommodate the Health codes or should we eliminate the fans if found not to be compliant ? ANSWER NO. 24 Fans should be provided . If the Health Department does not allow them in the concession area, the cost of the fans and installation will be taken out of the bid price . QUESTION NO. 25 Electrical bid specifications ask for 30 amp circuits for the kitchen equipment, which exceeds the allowable service for the Hoshizaki icemaker, and will likely, be too great for the other equipment. Can we modify the amps to fit what is necessary? ANSWER NO. 25 30 amp circuits shall be provided . QUESTION NO. 26 What is the lighting voltage for the electrical equipment that will be located in the electrical room ? ANSWER NO . 26 Please see Nos . 14 and 15 above . QUESTION NO. 27 What will be the number of panels needed for space in the electrical room ? ANSWER NO. 27 That shall be determined by the building design to be provided by the Contractor. QUESTION NO. 28 Will the electrical equipment include switchgear? Page 8 of 11 FAPublic Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Puipose Fields\Admim\bid documents\Addendum No. 3 114342.doc I ANSWER NO, 28 That shall be determined by building design to be provided by the Contractor. QUESTION NO* 29 What is the static water pressure in the potable water main onsite ? ANSWER NO. 29 65 psi QUESTION NO. 30 Minimum size requirement is 400 SF for Small Restroom building. If the building can be designed on a smaller footprint and still meet ADA requirements, contain all specified finishes, fixtures and amenities will it be accepted ? ANSWER NO. 30 Prefabricated buildings must meet the specifications for site built buildings. QUESTION NO. 31 Spec's call for insulation to code . Is insulation to be applied to roof only or do walls need to be insulated also ? If so, what will be the acceptable manner to insulate block walls ? ANSWER NO. 31 Insulation is required for roof and walls . Proper insulation shall be approved through the Indian River County Building Division . QUESTION NO. 32 Be 6 . b . # 15 calls for 2 hand dryers on women' s side and 3 hand dryers on men' s side . Is this correct ? ANSWER NO. 32 Section 45 — 1 . 6 . 7 . b . 15 shows three (3 ) electrical hand dryers in the women ' s restroom and three (3 ) electrical hand dryers in the men' s restroom . QUESTION NO. 33 Be 6 . b # 13 calls for ceiling fans . Why? Page 9 of 11 FAPublic Works\ENGINEERING DIVISION PROJECI"SM-26 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 3 11 - 1342.doc I ANSWER NO. 33 Section 45 - 1 . B . 7 . b . 13 The ceiling fans are for air circulation . QUESTION NO. 34 B. 6 . b . # 23 does emergency lighting mean Exit signs and battery backup exit lights ? ANSWER NO. 34 Section 45 — 1 . B . 7 . b . 23 - The emergency lighting, with battery backup, shall provide lighting when power goes out . The lighting shall be for exit lights along with lighting sufficient for size of restroom . QUESTION NO. 35 ATTACHMENTS . 1 . TECHNICAL SPECIFICATIONS PAGES 24 - 36 2 . ITEMIZED BID SCHEDULE PAGES 3 - 6 3 . MUSCO CONTROL SYSTEM SUMMARY Page 10 of 11 F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Addendum No. 3 1143- 12 .doc * * * * * * * * * * * * *This Addendum MUST be returned with your Bid * * * * * * * * * * * * * * ADDENDUM NO . 3 is submitted by : f ristop J . er. , . ., County Engineer and Je ry Davis, Purchasi g Manager Company Name Name : Title . (Type / Printed ) Authorized Signature . Date . Telephone . Fax . Page 11 of 11 F:\Public Works\ENGINEERING DIVISION PROJECTS\ 1126 - South Co Park Multi Purpose Fields\Admim\bid docwnents\Addendum No . 3 11 - 13 - 12 .doc ' * ADDENDUM #3 - 11-13-2012 ITEMIZED BID SCHEDULE SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS FOR LACROSSE, SOCCER 8t. FOOTBALL PROJECT NO. 1126 - BID NO. 2013009 BIDDER'S NAME: 1 MOBILIZATION (INCLUDES PUBLIC CONSTRUCTION BOND) 1 LS 2 EROSION AND WATER POLLUTION PREVENTION CONTROL 1 LS 3 RECORD DRAW INGS/AS-BUILT DRAWINGS 1 LS 4 SURVEY CONTROL INSTALL/RE-ESTABLISH , LAYOUT 1 LS 5 CLEARING AND GRUBBING 1 LS 6 EXCAVATION, EMBANKMENT, STABILIZATION & GRADING 1 LS 7 STABILIZATION TYPE "B" LBR 40 (8") 8, 177 SY 8 CEMENTED COQUINA SHELL BASE (6") 41107 SY 9 SUPERPAVE ASPHALTIC CONCRETE SP-9.5 ( 1 . 5") 3,900 SY PAVEMENT REPAIR (FOR WATER MAIN AND SANITARY CROSSING * 10 ENTRANCE DRIVE) (INCLUDES 2-1 /2" SP-9.5 (2-LIFTS) 225 SY It 11 12" CORRUGATED ALUMINUM PIPE CULVERT 188 LF UNDERDRAIN TRENCH INCLUDES (FURNISH AND INSTALL (2) 4" HDPE PERFORATED PIPE AND ALL APPURTENANCES) (FDOT STANDARD SPECIFICATION 9024 FILTER MATERIAL FOR ** 12 UNDERDRAINS) 2 ,810 LF 13 2'X2' CONCRETE YARD INLET WITH CONCRETE FLUME 1 EA 14 Ell 2" MITERED END SECTION (CROSS DRAIN) (FDOT INDEX #272) 1 EA fN 15 12" MITERED END SECTION (SIDE DRAIN) (FDOT INDEX #273) 6 EA 16 UNDERDRAIN CLEANOUT 41 EA * 17 ISIDEWALK, 6" THICK CONCRETE 3,211 SY 18 BLEACHER PAD, 6" THICK CONCRETE (55' x 15') (8 REQUIRED) 734 SY 19 CONCRETE ACCESS TO LIFT STATION (6" THICK) 150 SY 20 FENCING TYPE B (BLACK VINYL COATED) V HIGH 3 ,255 LF 21 FENCE GATE (160) DOUBLE SWING (6 HIGH ) (BLACK VINYL COATED) 1 EA 22 FENCE GATE (16) SLIDING (6' HIGH ) (BLACK VINYL COATED) 2 EA 23 FENCE GATE ( 129) SLIDING (6 HIGH ) (BLACK VINYL COATED) 1 EA 24 FENCE GATE (8') SWING (6' HIGH ) (BLACK VINYL COATED) 3 EA 25 FENCE GATE (6) SLIDING (6' HIGH ) (BLACK VINYL COATED) 1 EA 00310-3 F:1Pub6e W orWENGINEEPoNG DIVISION PROJECTSM26 - South Co Peds " Purpose Flefds Admim Wd doc mwft%1126 - Remixed Bid Schedule ADD 3.)ds * * ADDENDUM #3 - 11 -13-2012 ITEMIZED BID SCHEDULE SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS FOR LACROSSE , SOCCER & FOOTBALL PROJECT NO. 1126 - BID NO. 2013009 BIDDER'S NAME : 4211, BASEBALL FIELD (4) FENCING (6' HT OUTFIELD AND SIDES) (REMOVE 26 AND REPLACE) (BLACK VINYL COATED) P 39108 LF BASEBALL FIELD (4) (FENCING 10' HT SIDE FENCE) (REMOVE AND 27 REPLACE) (BLACK VINYL COATED) 984 LF BASEBALL FIELD (4) (DUGOUTS, SEE SPEC FOR HT) (REMOVE AND 28 REPLACE) (BLACK VINYL COATED) 736 LF BASEBALL FIELD (4) (BACKSTOPS, SEE SPEC FOR HT) (REMOVE AND 29 REPLACE) (BLACK VINYL COATED) 256 LF 30 PERFORMANCE TURF (SOD) (ARGENTINE BAHIA) 23 ,340 SY PERFORMANCE TURF (BIG ROLL SOD) (419 HYBRID BERMUDA) (FOR * 31 MULTI-PURPOSE FIELDS) 32 ,000 SY 32 SLASH PINE ( 1 " CAL. , 6-6' HIGH) 12 EA 33 SOUTHERN LIVE OAK (3" CAL. , 12'-14' HIGH) 95 EA 34 ISABAL PALMETTO ( 16' C.T. , HEAVY, BOOTED, 6 FROND MIN .) 96 EA 35 SAW PALMETTO (3 GAL. , 14"x14") 74 EA 36 IRRIGATION FOR LANDSCAPING 1 LS REFLECTIVE PAINT PAVEMENT MARKINGS (61) (WHITE) PARKING * 37 ISTRIPES 41280 LF * 38 REFLECTIVE PAINT PAVEMENT MARKINGS (61) (DOUBLE) (YELLOW) 19000 LF * 39 REFLECTIVE PAINT PAVEMENT MARKINGS (2411) (WHITE) STOP BAR 180 LF * 40 REFLECTIVE PAINT PAVEMENT MARKINGS (60) (BLUE) 640 LF * 41 REFLECTIVE PAINT PAVEMENT MARKINGS HANDICAP SYMBOL 16 EA * 42 SINGLE POST SIGN (R1 -1 ) STOP (30") 7 EA 43 SINGLE POST SIGN (FTP40-6) (FTP-22-6) ACCESSIBLE PARKING 14 EA WHEEL STOP (STANDARD)(CONCRETE) T LONG (INCLUDING 44 REBAR) 96 EA CONCESSION/BATHROOM BUILDING (DESIGN , PERMIT AND 45 CONSTRUCT) 1 LS MAINTENANCE/STORAGE BUILDING (DESIGN , PERMIT AND 46 CONSTRUCT) 1 LS 4 (FOUR) (360' x 200') MULTI-PURPOSE FIELDS, COMPLETE W/ GOAL POSTS, READY FOR PLAY (INCLUDING IRRIGATION , WELL, ROOT 47 ZONE MIX, ETC.) 1 LS 48 SMALL RESTROOM BUILDING (DESIGN , PERMIT AND' CONSTRUCT) 1 LS 49 ALUMINUM BLEACHERS (5 ROWS, 50 PERSON CAPACITY) 16 EA 50 SMALL SHELTER ( 12' X 221) (DESIGN , PERMIT AND CONSTRUCT) 4 EA DUMPSTER PAD AND ENCLOSURE (DESIGN , PERMIT AND 51 CONSTRUCT) 1 LS 00310-4 F:1Public WorkMENGINEERING DIVISION PROJECTS11126 . South Co Perk Will Purpose FleldoMmim%bid documents\1126 - Itemized Bid Schedule ADD 3AS * * ADDENDUM #3 - 11- 13-2012 ITEMIZED BID SCHEDULE SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS FOR LACROSSE, SOCCER & FOOTBALL PROJECT NO. 1126 - BID NO. 2013009 BIDDER'S NAME. 66000bbss to *p 40 4 , 444 00 p 00 sollp" CONCRETE WATER FOUNTAINS (REFRIGERATED) (PARKnPOOL, MODEL #16W C-00001 OR SUBSTITUTE AS APPROVED 52 BY OWNER) 8 EA FURNISH AND INSTALL 6" PVC WATER MAIN AND ALL 53 APPURTENANCES 560 LF 54 6"x6" TAPPING SLEEVE AND VALVE 1 EA FURNISH AND INSTALL 8" PVC SANITARY SEWER MAIN AND ALL * 55 APPURTENANCES 1 , 186 LF FURNISH AND INSTALL 6" PVC SANITARY SEWER CONNECTION 56 JAND ALL APPURTENANCES 72 LF * 57 SANITARY SEWER MANHOLE 4' DIA. (49-8' DEPTH) 1 EA 58 SANITARY SEWER MANHOLE 4' DIA. (8'-12' DEPTH ) 2 EA 59 SANITARY SEWER MANHOLE 4' DIA. ( 12'-16' DEPTH) 2 EA LIFT STATION (FURNISH AND INSTALL) (WITH OUT BACK UP 60 GENERATOR) 1 EA FURNISH AND INSTALL 2" PVC SANITARY SEWER FORCE MAIN AND * 61 ALL APPURTENANCES 315 LF SCOREBOARDS (WITH WIRELESS REMOTE CONTROL) (COMPLETE INSTALLATION WITH POWER CONNECTIONS READY TO USE) (VARSITY SCOREBOARDS MODEL #VSBX-630 LED OR SUBSTITUTE ** 62 AS APPROVED BY OWNER) 4 EA THORGUARDIAN ADVANCED WARNING SYSTEM FOR LIGHTNING 63 (OR APPROVED EQUAL) 1 EA PA SYSTEM (POLE MOUNTED) CONTRACTOR TO PROVIDE MAKE, 64 MODEL AND SPECIFICATION OF PROPOSED SYSTEM) 4 EA 4"x4" TAPPING SLEEVE AND VALVE, WITH 4"x2" REDUCER FOR * 65 IFORCE MAIN TIE-IN 1 EA FURNISH AND INSTALL 2" PVC WATER MAIN WITH ALL 66 APPURTENANCES 1 ,956 LF 6"x6" TEE, AND GATE VALVE, FIRE HYDRANT ASSEMBLY, 10 LF 6" * 69 PVC WATER MAIN 1 EA WALKING TRAIL (12' WIDE , 6" COMPACTED SHELLROCK, MEANDER THROUGH TREES) (INCLUDES CLEARING OF EXOTICS, SMALL * 70 TREES , TOPSOIL, ETC, 700 LF * 71 SEAL COAT THREE EXISTING PARKING AREAS 11515 SY F&I 2" SANITARY SEWER FORCE MAIN DIRECTIONAL BORE UNDER * 72 20TH AVE. 70 LF FENCING TYPE B (BLACK VINYL COATED) 8' HIGH (AROUND ** 73 IRRIGATION PUMP STATION) 32 LF ** 74 FENCE GATE (8') SWING (8' HIGH ) (BLACK VINYL COATED) 1 EA FURNISH AND INSTALL 4" PVC WATER MAIN AND ALL 75 APPURTENANCES 106 LF FORCE ACCOUNT 1 LS 75,000.00 759000.00 SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS TOTAL LS = Lump Sum EA = Each SY = Square Yard LF = Linear Foot TOTAL BID AMOUNT INCLUDING FORCE ACCOUNT( IN WORDS). 00310.5 F:W6Bo W odwZNGINEERING DNISION PROJECTS\1126 - South Co Peds WN Purpose Re1ds%Adrr"Wd downent %% 126 - Itemized Bid Schedule ADD 8.tds * * ADDENDUM #3 - 11-13-2012 ITEMIZED BID SCHEDULE SOUTH COUNTY REGIONAL PARK MULTI-PURPOSE FIELDS FOR LACROSSE, SOCCER & FOOTBALL PROJECT NO . 1126 - BID NO. 2013009 BIDDER'S NAME: 60 a'hC. . . . . . . . . . # nll lr#r 166oxell"On e"o ALTERNATE BID ITEMS NEXT PAGE ALTERNATE BID ITEMS (360'x200') MULTIPURPOSE FIELDS, COMPLETE READY FOR PLAY ( INCLUDING ARTIFICIAL TURF SYSTEM, GOAL POSTS , INLAID FIELD MARKINGS, BASE CONSTRUCTION , DRAINAGE SYSTEM, ETC. (IN Al -a LIEU OF SOD FOR MULTI-PURPOSE FIELDS) 1 FIELD (3605000') MULTIPURPOSE FIELDS, COMPLETE READY FOR PLAY (INCLUDING ARTIFICIAL TURF SYSTEM, GOAL POSTS, INLAID FIELD MARKINGS, BASE CONSTRUCTION , DRAINAGE SYSTEM, ETC. (IN Al -b ILIEU OF SOD FOR MULTI-PURPOSE FIELDS ) 2 FIELD (3605000') MULTIPURPOSE FIELDS, COMPLETE READY FOR PLAY (INCLUDING ARTIFICIAL TURF SYSTEM, GOAL POSTS, INLAID FIELD MARKINGS, BASE CONSTRUCTION', DRAINAGE SYSTEM, ETC. (IN A1 -c LIEU OF SOD FOR MULTI-PURPOSE FIELDS) 3 FIELD (360X100') MULTIPURPOSE FIELDS , COMPLETE READY FOR PLAY (INCLUDING ARTIFICIAL TURF SYSTEM, GOAL POSTS, INLAID FIELD MARKINGS, BASE CONSTRUCTION, DRAINAGE SYSTEM, ETC. (IN A1 -d LIEU OF SOD FOR MULTI-PURPOSE FIELDS) 4 FIELD SPRIGGING 30 BUSHELS PER 1000 SF ( IN LIEU OF SOD FOR MULTI- A2 PURPOSE FIELDS) (SAME AS 47 EXCEPT WITH SPRIGS 32,000 SY FENCING TYPE B 6' HIGH (PVC COATED STEEL CHAIN LINK FENCE A3-a FABRIC) 31255 LF FENCE GATE ( 169) DOUBLE SWING (6' HIGH ) (PVC COATED STEEL A3-b CHAIN LINK FENCE FABRIC) 1 EA FENCE GATE ( 169) SLIDING (6' HIGH) (PVC COATED STEEL CHAIN A3-c ILINK FENCE FABRIC) 2 EA FENCE GATE ( 129) SLIDING (6' HIGH ) (PVC COATED STEEL CHAIN A3A . LINK FENCE FABRIC) 1 EA FENCE GATE (8') SWING (6' HIGHXPVC COATED STEEL CHAIN LINK A3-e FENCE FABRIC) 3 EA FENCE GATE (6') SLIDING (6' HIGH) (PVC COATED STEEL CHAIN A34 LINK FENCE FABRIC) 1 EA (REMOVE AND REPLACE) (PVC COATED STEEL CHAIN LINK FENCE A3-g FABRIC) 3, 108 LF BASEBALL FIELD (4) (FENCING 10' HT SIDE FENCE) (REMOVE AND A34 REPLACE) (PVC COATED STEEL CHAIN LINK FENCE FABRIC) 984 , LF BASEBALL FIELD (4) (DUGOUTS, SEE SPEC FOR HT) (REMOVE AND A34 REPLACE) (PVC COATED STEEL CHAIN LINK FENCE FABRIC) 736 LF BASEBALL FIELD (4) (BACKSTOPS, SEE SPEC FOR HT) (REMOVE A3-k AND REPLACE) (PVC COATED STEEL CHAIN LINK FENCE FABRIC) 256 LF FENCING TYPE B (BLACK VINYL COATED) 8' HIGH (AROUND ** A3-1 IRRIGATION PUMP STATION) (INCLUDES TOP AND BOTTOM RAILS) 32 LF ** A3-M FENCE GATE (8') SWING (8' HIGH ) (BLACK VINYL COATED) 1 EA TOTAL ALTERNATE 3 PREFABRICATED CONCESSION/RESTROOM BUILDING (DESIGN , A4-a PERMIT AND CONSTRUCT) 1 LS PREFABRICATED MAINTENANCE/STORAGE BUILDING (DESIGN , A4-b PERMIT AND CONSTRUCT) 1 LS PREFABRICATED SMALL BATHROOM BUILDING (DESIGN , PERMIT A4=c JAND CONSTRUCT) 1 I LS NOTE : IF THERE IS A DISCREPANCY BETWEEN THE PLANS (SUMMARY OF QUANTITIES ) AND THE ITEMIZED BID SCHEDULE , THE BID DOCUMENTS WILL GOVERN . ooslos F:Vhtk Work&XENGINEERING DIVISION PROJECTS11126 - South Co Pak kiA Purpose AddsWdmhnWd documa 11126 - Rowed Bid Sch"" ADD Sada I 3) Baseball field dugouts : Remove existing fabric from all eight (8) dugouts . Install new fabric 10 ' high cut down to fit front and sides . Install 7 ' high on backs . 4) Baseball field Backstops : Fields 1 &2 have (4) 3 " posts and (4) 2- 1 /2 " posts each . . Fields 3 &4 have (8) 4 " posts each . Install new fabric two rows of 10 ' high to total 20 ' high . 5) Bottom rail must be added to front edging of fence at the dugouts and to the 10 ' high fence where bottom tail is missing . Cost to be included in price of fence . 6) All chain link fence shall conform to the following : Fabric: 72 " 9 GA . , 1 . 2 oz . galvanized (2" mesh ) Chain Link Fabric . (6 GA. w/ vinyl coating ) Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 20 — Fencing Type B ( Black Vinyl Coated ) 6 ' HT — Per Linear Foot Bid Item No . 21 — Fence Gate ( 16 ' Double Swing) ( Black Vinyl Coated ) — Per Each Bid Item No . 22 — Fence Gate ( 16' Sliding) ( Black Vinyl Coated ) — Per Each Bid Item No . 23 — Fence Gate ( 12 ' Sliding ) ( Black Vinyl Coated ) — Per Each Bid Item No . 20 — Fence Gate (8 ' Swing) ( Black Vinyl Coated ) — Per Each Bid Item No . 24 — Fence Gate (6' Sliding ) ( Black Vinyl Coated ) — Per Each Bid Item No . 26 through 29 — Baseball Field (4) Fencing ( Black Vinyl Coated ) (See Spec. Above) — Per Linear Foot Bid Item No . 73 — Fencing Type B ( Black Vinyl Coated ) 8 ' HT (Around Irrigation Pump Station — Per Linear Foot Bid Item No . 74 - Fence Gate (6 ' Swing) ( 8 ' High ) ( Black Vinyl Coated ) — Per Each SECTION - 26 — PERFORMANCE TURF The work specified in this item shall conform to Section 570 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . A. Description : Sod for the project shall be of the variety that is common to the area and of a variety approved by the Engineer. This work shall also include mowing in accordance with Section 104-7 . 2 , to be mowed at 6" height with a mulching mower. B . Work Included : Scope of Work: The work specified in this section consists of the establishing of a stand of grass , within the project limits to 10 ' beyond proposed fence , and other areas indicated on the Drawings , by furnishing and placing grass sod . Also included are fertilizing , watering and maintenance as required to assure a healthy stand of grass . Two applications of fertilizer will be required with the initial application being fertilizer and the second application being "weed and feed ' . C . Guarantee : All sodded areas shall be guaranteed for three months after date of final . acceptance . Replacement of Defective Sod : Any dead sod or sod showing ( less than 95 % of a square) indication of probable non survival or lack of health and vigor, or which do not exhibit the characteristics to meet specifications , shall be replaced within two weeks of notice from Owner or Engineer. All replacement sod shall be furnished/installed at no additional cost to the Owner and shall be guaranteed for three months . All replacement shall meet original specifications . Addendum #3 11 /13/2012 01025-24 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3.doc The Contractor shall notify the Owner and Engineer ten days prior to the end of the guarantee period and such guarantee shall be extended until notification is received . At the end of the guarantee period , all sod that is dead or in unsatisfactory growth shall be replaced within two weeks . D . Fertilizer: Commercial fertilizers shall comply with the state fertilizer laws . The numerical designations for fertilizer indicate the minimum percentages ( respectively) of ( 1 ) total nitrogen , (2) available phosphoric acid and (3) water-soluble potash contained in the fertilizer. The chemical designation of the fertilizer shall be 16-0-8 . Fertilizer shall include iron , minor nutrients and trace elements . At least 50 percent of the nitrogen shall be derived from organic sources . Contractor shall ensure 1 pound of nitrogen per 1 , 000 square feet . E . Water for Grassing : Contractor shall provide the water used in the sodding operations as necessary to meet the requirements of Article 570=5 and 2 . 34 . 13 . F . Preparation of Ground : The area over which the sod is to be placed shall be scarified or loosened to a depth and then raked smooth and free from debris . Where the soil is sufficiently loose and clean , the Owner, at his discretion , may authorize the elimination of ground preparation . G . Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a . range of 6 . 0 - 7 . 0 . Contractor shall apply two (2) applications . The initial shall be fertilizer and the second application shall be "weed and feed " . The fertilizer shall be spread uniformly over the sodded area at the rate of 436 pounds er .acre or 10 pounds per 1 000 square feet b a spreading device capable of p P P q Y P 9 P uniformly distributing the material at the specified rate . Contractor shall apply applications as per manufacturer's specification . All tickets from bags shall be handed over to the County Inspector. On steep slopes , where the use of a machine for spreading or mixing is not practicable , the fertilizer shall be spread by hand and raked in and thoroughly mixed with the soil to a depth of approximately 2 inches . H . Placing Sod : The sod shall be placed on the prepared surface , with edges in close contact and shall be firmly and smoothly embedded by light tamping with appropriate tools . Where sodding is used in drainage ditches , the . setting of the pieces shall be staggered so as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas , the offsets of individual strips shall not exceed 6 inches . In order to prevent erosion caused by vertical edges at the outer limits , the outer pieces of sod shall be tamped so as to produce a featheredge effect. On slopes greater than 3 : 1 , the Contractor shall prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth , at suitable intervals . Sodding shall not be performed when weather and soil conditions are , in the Engineer' s opinion , unsuitable for proper results . Sod shall be placed around all structures , equipment pads , etc. I . Sod placed on Ballfields (419 Hybrid Bermuda) will be with big roll sod , with seams cut Addendum #3 11 /13/2012 01025-25 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3.doc I to match adjacent sod . J . Watering : The areas on which the sod is to be placed shall contain sufficient moisture , as determined by the Engineer, for optimum results . After being placed , the sod shall be kept in a moist condition to the full depth of the rooting zone for at least 2 weeks . Thereafter, the Contractor shall apply water as needed until the sod roots and starts to grow for a minimum of 60 days (or until final acceptance , whichever is latest) . K . Maintenance : The Contractor shall , at his expense , maintain the sodded areas in a satisfactory condition until final acceptance of the project. Such maintenance shall include repairing of any damaged areas and replacing areas in which the establishment of the grass stand does not appear to be developing satisfactorily. Replanting or repair necessary due to the Contractor's negligence , carelessness or failure to provide routine maintenance shall be at the Contractor's expense . The Contractor shall maintain the sodded area up to the final acceptance date as directed by the Engineer. Grass height shall not exceed 6" without mowing (2 " on fields) . Clippings shall be removed . L . Article 570-9 . The first two paragraphs under this Article are deleted and the following substituted : The contract unit price for sodding shall include the costs of sod , fertilizer (2 applications) , mowing , sweeping as needed after mowing , pegging disposal of clippings , water, tools , equipment, labor and all other incidentals necessary . Item of Payment Payment shall be made under: Bid Item No . 30 — Performance Turf ( Sod ) (Argentine Bahia) — Per Square Yard Bid Item No . 31 — Performance Turf ( Big Roll Sod ) (419 Hybrid Bermuda) ( For Multi- Purpose Fields),— Per Square Yard SECTION — 27 — LANDSCAPING The work specified in this item shall conform to Section 580 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2010) . Payment shall be made under: Bid Item No . 32 — Slash Pine ( 1 " CAL . , 6-6 ' High) - Per Each Bid Item No . 33 — Southern Live Oak (3" CAL . , 12 '- 14' High ) — Per Each Bid Item No . 34 — Sabal Palmetto ( 16C . T . , Heavy Booted , 6 Frond Min . ) Per Each Bid Item No . 35 — Saw Palmetto (3 GAL . , 14"x14") Per Each SECTION — 37 - SIGNING AND PAVEMENT MARKINGS A. Signing and pavement marking for traffic control shall conform to the requirements of the Standard Specifications (2010) , Manual on Uniform Traffic Control Devices , Supplemental Specifications , Roadway and Traffic Design Standards , manufacturer' s specifications . Addendum #3 11 /13/2012 01025-26 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3.doc Item of Payment Payment shall be made under: Bid Item No . 37 - Reflective Paint Pavement Markings (6 ") (White) Parking Stripes - Per Linear Foot Bid Item No . 38 — Reflective Paint Pavement Markings (6 ") ( Double) (Yellow) — Per Linear Foot Bid Item No . 39 — Reflective Paint Pavement Markings (24") (White) (Stop Bar) — Per Linear . Foot Bid Item No . 40 — Reflective Paint Pavement Markings (6") ( Blue) — Per Linear Foot Bid Item No . 41 — Reflective Paint Pavement Markings Handicap Symbol (White) — Per Each Bid Item No . 42 — Single Post Sign ( R1 - 1 ) STOP — Per Each Bid Item No . 43 — Single Post Sign ( FTP-20-6) ( FTP-22-6) ACCESSABLE PARKING — Per Each Bid Item No . 44 —Wheel Stop (Standard ) (Concrete) 7 ' long ( Including Rebar)—Per Each SECTION — 45 — CONCESSION/RESTROOM BUILDING 1 . Concession/Restroom Building A . Building is to be located near the 4 multi-purpose fields . Size of Building must be a minimum of 1500 SF inside . Be Building must be 1 story concrete block construction . Building must be insulated to meet local codes for future air conditioning . 1 . Meet federal , state and local building requirements for building construction . 2 . Architectural fiberglass shingles (30 year warranty) , minimum specifications ASTM D-3161 Class F or D-7158 Class H or TAS- 107 are required for concession/bathroom building and shelters . Design must comply with Florida Building Code Chapter 16 , 3 . Floor to be concrete slab 4" thick , 3 , 000 psi concrete with fiber. 4 . Elevation of building will be determined by design . (Design provided by Contractor and approved by I . R . County) 5 . All concrete block must be painted . 6 . Concession Area — a . Concession portion of building shall have minimum 235 SF with 2 serving windows . Electrical , lighting , plumbing , water service etc . to be provided . Concession Stand Equipment: A list of the equipment will be provided by I . R . County is listed below. The listed equipment requires various electrical loads . Contractor is required to ensure the appropriate electrical load capabilities are made available in the appropriate locations for the specified equipment . Individual 30 Amp breakers are to be provided for appliances . Quantity Equipment Name Model Manufacturer 1 Hoshizaki Ice Machine KM515M HOSHIZAKI 1 Ice Bin B-300PE 1 Ice Machine Filter 1 Microwave Oven 1 Refrigerator — 25 Cubic Feet 1 Drink Display Cooler GD44 9 TRUE Addendum #311 /13/2012 01025-27 Technical Specifications FAPublic Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose FieldsWdmim\bid documents\Contract Documents\Technical specifications ADD #3 .doc I Note : Equipment will be purchased and delivered . on site by Indian River County Recreation Department. Contractor shall install equipment. b . Contractor shall provide and install 2 each counters at concession window areas . Counters shall be 24" deep and 8 ' long . Counters shall have plastic laminate surface and back splash . c . Contractor shall provide and install 2 each work tables 6' long by 30" deep . Tables shall be stainless steel . d . Contractor shall provide and install 2 each 52 " " Hunter" ceiling fans (exterior quality) , or substitute as approved by Owner. e . Contractor shall provide and install 1 each 30 gallon water heater. f. Contractor shall provide and install 1 each composite mop sink . g . Contractor shall provide and install 1 each triple compartment stainless steel sink . h . Contractor shall provide and install 1 each lavatory sink , by Advance Tabco or substitute as approved by Owner. i . Contractor shall provide epoxy resin non-slip flooring with integral cove base throughout building . j Contractor shall provide exhaust fan . 7 . Bathrooms — Women 's side shall have total 8 stalls — all toilets (one must be handicap) and men ' s side shall have 4 toilets (one must be handicap) and 4 urinals . Also , minimum 4 lavatories shall be installed on women 's side and 4 lavatories installed on men ' s side . Building must have accessible plumbing chase between men 's and women ' s restrooms . a . Electrical : All wiring and components must meet codes . All outside G . F . I . C . 's must have weather-proofed, boxes and covers . b . Plumbing : 1 . Water Closets : Elongated bowls , American Standard , Eljer, or equal . 2 . Flush Valves : Sloan , Royal , or equal w/one ( 1 ) inch supply line 3 . Seats : Open front ( Handicap , also supply grab bars) 4 . Urinal : Flush valve : Sloan , Royal , or equal with 3/e inch supply line . Rough waste in at handicap level . 5 . Lavatory: Shall be wall carrier mounted with handicap goose-neck faucet with wrist handles (4 in each bathroom — men ' s and women ' s) 6 . Floor drains : 3" floor drains shall be installed . Josan , Smith , or equal 7 . Trap primers : Josan , Smith or equal 8 . Minimum one ( 1 ) hose bibb in each restroom 9 . Install exhaust fans in each restroom 10 . All restrooms shall comply with all ADA requirements 11 . Tie in to County water and County sewer 12 . Install all partitions needed in the bathrooms including urinal partitions 13 . Install 2 - 52" exterior quality ( Hunter) ceiling fans in each bathroom with wall switches 14 . Install standard size mirrors above lavatories . 15 . Install 3 electrical hand driers in the women ' s restroom and 3 electrical hand driers in the men ' s restroom . 16 . Install toilet paper holders for each toilet . 17 . Provide soap dispenser for each lavatory . 18 . Provide exterior lights at all entrances with photo cells . 19 . Provide all handicap bars , rails , signage , etc. as required by A . D .A . . Addendum #3 11 /13/2012 01025-28 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3.doc 1 20 . Provide epoxy resin non -slip flooring with integral cove base throughout building . 21 . Provide minimum 2 '-0"h . x 4 ' 4' w. aluminum louvers in restrooms for air circulation (minimum 2 per restroom ) . 22 . Provide 6 '4' h . toilet partitions . Use 3%" x 7%" x 15%" partition block. Fill top cell with mortar with domed top . 23 . Provide emergency lighting . 24 . All exposed wood , concrete and block shall be painted or finished with other approved coverings . 25 . Provide electrical room . The electrical room is not required to be in any specific location within the Concession/Restroom Building . But, the electrical room must accommodate controlling the sports lighting along with the Multi- Purpose Fields complex. However, the Sanitary Lift Station electrical utilities will be served from a separate transformer and the meter will be at the Lift Station . Both transformers will be in close proximity to one another, with one transformer being at the S . E . Corner of the existing parking lot east of the proposed Concession/Restroom Building . 8 . Office - A. 1 office area shall be provided with a minimum of 100 sq . ft . 1 . Contractor to provide and install 1 " Hunter" 52" ceiling fan (exterior quality) or substitute as approved by Owner. 2 . Provide and install 2 impact resistant windows . Minimum size 24"x 30" . Windows shall be able to open as needed . 3 . Office shall have separate access with ADA accessible metal door. 4 . Office shall have a closet. Minimum size of closet shall be 15 s .ft . and must have locking door. Closet shall have light with q 9 9 wall switch . 9 . Building permit fees to be paid by Indian River County . All other fees to be paid by Contractor. 10 . Provide ThorGuardian advanced warning system for lightning by Thor Guard (or substitute as approved by Owner) to the concession/bathroom building . 11 . Provide four (4) P .A . systems (pole mounted ) . Contractor to provide make, model and specification with bid submittal . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 45 — Concession/Restroom Building — Per Lump Sum Bid Item No . 63 — ThorGuardian Advance Warning System for Lightning — Lump Sum Bid Item No . 64 — (4) PA System ( Pole Mounted ) - Per Each System SECTION — 46 — MAINTENANCE/STORAGE BUILDING 1 . Contractor shall provide a Maintenance/Storage Building to be located to the north of the tennis court in a location to be determined by the Owner. A. Building shall be single story concrete block construction . B . Building must meet Federal , State and Local building requirements for building Addendum #311 /13/2012 01025-29 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3.doc construction . . C . Floor to be concrete slab 4" thick , 3000 psi concrete with fiber. D . Building size must be 164 " x 164 " (outside dimensions) . E . Building must have ( 1 ) man door and ( 1 ) 10' wide metal impact resistant roll-up door. F . See ' Exhibit B' for sample of similar building . G . Contractor to provide final design to meet current building codes and permitting . H . Building must have a minimum of 6 — 30 amp outlets . 2 . Building permit fees to be paid by Indian River County , all other fees to be paid by Contractor. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 46 — Maintenance/Storage Building — Per Lump Sum SECTION — 47 - MULTI -PURPOSE FIELDS 1 . Multi -Purpose Fields A . 4 multi-purpose fields shall be provided as follows : 1 . Fields shall be minimum 200 feet wide and 360 feet long . 2 . Fields shall be graded from crown of field running lengthwise at centerline towards outside as shown on plans . Fields shall be laser graded . 3 . Turf shall be as follows : a . 419 Hybrid Bermuda grass big roll sod (or sprig option) b . Subgrade soil must have a percolation rate adequate to drain fields quickly. c. Root Zone Mix 6" deep — shall provide 80 % good quality percolating sand and 20 % peat humus . Be Irrigation System for Multi- Purpose Fields be provided as follows : 1 . Centrally computer controlled 2 . Water supply shall come from new artesian flow well capable of providing minimum of 120 gallons per minutes at 80 psi . ( Permitting by Contractor) 3 . A fiberglass enclosure is to be furnished and installed for the time clock and pump equipment . Cost shall be included with bid item no . 47 . C . Fencing 1 . 6 ' high hot dipped galvanized black vinyl coated steel chain link fence L9 gauge) (6 gauge w/ vinyl coating ) 2 . All posts top rail and bottom rail to be schedule 40 hot dipped galvanized steel 3 . Fencing shall be located outside perimeter of the fields . See construction plans . 4 . Posts shall be on maximum 10 foot centers 5 . There shall be sliding and swing gates at entrances to multipurpose fields , as shown on plans 6 . Vinyl Coating Shall be included on gates . D . Football Goal Posts 1 . Goal posts (8) shall be 10 feet high and 23 feet , 4 inches wide to the inside of the of each upright, each upright may not exceed 4" in width , and shall extend a minimum of 20 feet above the crossbar. One wind directional streamer shall be attached to the top of each upright. The wind directional streamer shall be 4" wide and 42" long and red in color. Heavy duty 4'/z" 0 . D . galvanized steel goose neck with a 5 ' offset. Addendum #3 11 /13/2012 01025-30 Technical Specifications RkPublic Works\ENGINEERING DIVISION PROJECTS\1126 as South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3.doc (with football goal post pad ) Heavy duty 4" O . D . galvanized steel crossbar. 3 " O . D . aluminum uprights . Ground sleeve mounted . All parts to be powder coated yellow 2 . Must meet National Federation of State High School Associations ( NFSHSA) Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 47 - Multi- Purpose Fields — Per Lump Sum SECTION — 48 - SMALL RESTROOM BUILDING 7) Small Restroom Building A . Building is to be located between the middle 2 fields . Building must be a minimum of 400 S . F . Be Building must be one story concrete block construction . Building must be insulated to meet local codes for future air conditioning . 1 . Meet federal , state and local building requirements for building construction . 2 . Architectural fiberglass shingles (30 year warranty) , minimum specifications ASTM D-3161 Class F or D-7158 Class H or TAS- 107 are required for small bathroom building . Design must comply with Florida Building Code Chapter 16 . 3 . Building must have accessible plumbing chase area . 4 . Floor to be concrete slab 4 " thick , 3 , 000 psi concrete with fiber. 5 . Elevation of building will be determined by design . ( Design provided by Contractor and approved by I . R . County) 6 . Women ' s side of bathroom building shall have 2 stalls — all toilets (one must be handicap) and men 's side shall have one toilet (handicap) and one urinal . Also , two lavoratories shall be installed on women ' s side and two lavoratories on men 's side . a . Electrical : All wiring and components must meet codes . All outside G . F . I . C . ' s must have weather-proofed boxes and covers . b . Plumbing : 1 . Water Closets : Elongated bowls , American Standard , Eljer, or equal . 2 . Flush Valves : Sloan , Royal , or equal w/one ( 1 ) inch supply line 3 . Seats : Open front ( Handicap , also supply grab bars) 4 . Urinal : Flush valve : Sloan , Royal , or equal with % inch supply line . Rough waste in at handicap level . 5 . Lavatory : Shall be wall carrier mounted with handicap goose-neck faucet with wrist handles (2 in each bathroom — men 's and women ' s) 6 . Floor drains : 3" floor drains shall be installed . Josan , Smith , or equal 7 . Trap primers : Josan , Smith or. equal 8 . Minimum one ( 1 ) hose bibb in each restroom 9 . Install exhaust fans in each restroom 10 . All restrooms shall comply with all ADA requirements 11 . Tie in to County water and County sewer 12 . Install all partitions needed in the bathrooms including urinal partitions 13 . Install 1 - 52" exterior quality ( Hunter) ceiling fans in each bathroom with wall switches 14 . Install standard size mirrors above lavatories . 15 . Install 2 electrical hand driers in the women ' s restroom and 3 electrical Addendum #3 11 /13/2012 01025-31 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 we South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3.doc hand driers in the men 's restroom . 16 . Install toilet paper holders for each toilet . 17 . Provide soap dispenser for each lavatory. 18 . Provide exterior lights at all entrances with photo cells . 19 . Provide all handicap bars , rails , signage , etc. as required by A. D .A . 20 . Provide epoxy resin non-slip flooring with integral cove base throughout building . 21 . Provide minimum 214'h . x 4 '4' w . aluminum louvers in restrooms for air circulation (minimum 2 per restroom ) . 22 . Provide 64' h . toilet partitions . Use 3W x 7W x 15W partition block. Fill top cell with mortar with domed top . 23 . Provide emergency lighting . 24 . AII exposed wood , concrete and block shall be painted or finished with other approved coverings . 7 . Building permit fees to be paid by Indian River County, all other fees to be paid by Contractor. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 48 — Small Restroom Building — Per Lump Sum SECTION — 43 - BLEACHERS 1 . Bleachers — Bleachers shall be ADA compliant " ParknPool Model " # 51 BL-00150 (or substitute as approved by Owner) . Bleachers shall be aluminum construction 15' long with 5 rows and accommodate 50 people . There should be chain link guardrail around bleachers . 2 bleachers are required for each side of fields (total 16) . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 49 — Bleachers — Per Each SECTION — 50 - SMALL SHELTER (SEE EXHIBIT `A' ATTACHED TO THESE TECHNICAL PROVISIONS ) A . Small Shelters — 4 total 1 . Dimensions shall be 12 ' wide and 22 ' long 2 . Concrete slab shall be 4 " thick with fibermesh . 3 . Benches and table of concrete block construction are required . 4 . Tables to be poured concrete with concrete block legs . 5 . Minimum 30 year warranty fiberglass shingles required for roof. 6 . Building must meet Federal , State and Local building requirements for building construction . 7 . Building permit fees to be paid by Indian River County , all other fees to be paid by Contractor: Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 50 — Small Shelter — Per Each Addendum #3 11 /13/2012 01025-32 Technical Specifications F:Wublic Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose FieldsWdmim\bid documents\Contract Documents\Technical Specifications ADD #3.doc i - SECTION — 52 - WATER AND SEWER UTILITIES A. Water Utilities The water utilities for this project shall be constructed per the " Indian River County Department of Utility Services Water & Wastewater Standards September, 2011 . This document can be obtained at www . ircutilities . com . Relocation of existing fire hydrants shall include the cost of all pipe , fittings , retaining rods , trenching , grading , and incidental items associated with relocation . Be Sewer Utilities The sewer utilities for this project shall ' be constructed per the " Indian River County Technical Specifications" , September, 2011 . This document can be obtained at www. ircutilities . com C . Earthwork and Backfill Compaction - All fill must be compacted by hand tamping from under the pipe up to the r center line . Backfill shall be compacted in 6" lifts up to the surface to achieve a minimum compaction of 98 percent of maximum density in roadways and shoulders and 95 percent in easements , in accordance with AASHTO TA 80 and D-2167 . D . Ductile Iron Pipe and Fittings 1 . General . All ductile iron pipe shall be manufactured in accordance with AWWA Specifications C- 150 & CA51 . All buried ductile iron. pipe shall be manufactured in accordance with AWWA Specification CA 51 and shall be Class 52 minimum . All exposed ductile iron pipe shall be Class 53 minimum . 2 . Fittings : All underground fittings shall be either bell and spigot , or mechanical joint . Mechanical joints shall conform to AWWA specification C110 (ANSI 21 . 10-87) , or latest revision . All exposed aboveground fittings shall be flanged joint. 3 . Bell and Spigot Connections : Joints in bell and spigot pipe shall be push -on , mechanical , or restrained joints in accordance with AWWA Standard CA 11 (ANSI 21 . 11 -85) , or latest revision . Mechanical joint pipe set-screw type retainer glands will not be permitted . 4 . Flanged Connections : Flanged pipe with screwed -on flanges shall be furnished with long hubs , and the flanges shall be screwed on the threaded end of the pipe in the shop , and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to prevent corrosion of the threads from outside . The back of the hub shall be caulked where the hub threads joint with the pipe . 5 . Valve Box Adjustments : Cost of valve nut extenders shall be included in cost of valve box adjustments where needed . Addendum #311 /13/2012 01025-33 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose FieldsWdmim\bid documents\Contract Documents\Technical Specifications ADD #3.doc E . Disinfecting Potable Water Pipelines Before being placed in service , all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C-651 , " Standard Procedure for Disinfecting Water Mains" , except that the use of tablets is strictly prohibited . The procedure shall be approved by the Engineer. The location of the chlorination and sampling points will be as specified by the Florida Department of Environmental Protection , Water Distribution System Permit. Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor, as required . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 53 — F & I 6" PVC Water Main and all appurtenances — Per Linear Foot Bid Item No . 54 — 6 "x6" Tapping Sleeve and Valve — Per Each Bid Item No . 55 — F & I 8" PVC Sanitary Sewer Main and all appurtenances - Per Linear Foot Bid Item No . 56 — F& I 6" PVC Sanitary Sewer Connection and all appurtenances — Per Linear Foot Bid Item No . 57 — Sanitary Sewer Manhole 4 ' DIA . (4' -8' Depth ) Per Each Bid Item No . 58 - Sanitary Sewer Manhole 4' DIA. (8 '- 12 ' Depth ) Per Each . Bid Item No . 59 - Sanitary Sewer Manhole 4 ' DIA . ( 12 '- 16 ' Depth) Per Each Bid Item No . 60 — Lift Station (Furnish and Install) (Without Backup Generator) = Per Each Bid Item No . 61 - F& I 2 " PVC Sanitary Sewer Force Main and all appurtenances — Per Linear Foot Bid Item No . 72 — F &I 2 Sanitary Sewer Force Main Directional Bore —Per Linear Foot Bid Item No . 75 — F& ! 4 " PVC Water Main and all appurtenances — Per Linear Foot SECTION — 2670 - FLUSHING TESTING AND DISINFECTING PART 1 - GENERAL 1 . 01 WORK INCLUDED A . Flushing , Pressure Testing , and Disinfection of all piping systems . Be Contractor shall furnish all necessary pumps , hoses , piping , fittings , meters , gauges , chemicals and labor to conduct specified testing . Co Testing shall be repeated at the Contractor's expense until satisfactory results are achieved . D . Refer the specific chemical system specification section for additional flushing and testing procedures . 1 . 02 RELATED REQUIREMENTS SPECIFIED ELSEWHERE A . Section 1000 — Water and Sewer Utilities 1 .03 REFERENCES A . ANSI/AWWA C651 - Standard for Disinfecting Water Mains . 1 . 04 SUBMITTALS A . Test Reports : Indicate results comparative to specified requirements . Submit two (2 ) copies of test results to Engineer in accordance with Submittal specifications . 1 . 05 QUALITY ASSURANCE A. Perform Work in accordance with ANSI /AWWA C651 . Addendum #3 11 /13/2012 01025-34 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3 .doc r _ 1 . 06 REGULATORY REQUIREMENTS A . Conform to applicable Florida DEP requirements for performing the work of this Section . Be Work shall conform to Indian River County Standards . PART 2 - PRODUCTS 2 . 01 DISINFECTION CHEMICALS A. Chemicals : The disinfecting agent shall be sodium hypochlorite solution ANSI/AWWA B303 or liquid chlorine ANSI/AWWA B301 . Dry hypochlorite , similar to " HTH " or equal may also be used as the disinfecting agent . PART 3 - EXECUTION 3 . 01 EXAMINATION A . Verify that piping systems have been cleaned , inspected , and tested . Be Coordinate scheduling of flushing , pressure testing , and disinfection activities with tie-ins , certifications , and sequence of construction . 3 . 02 FLUSHING AND PRESSURE TESTING - PIPING A. The Contractor shall furnish and install suitable temporary testing plugs or caps for the water lines , all necessary pressure pumps , hose , pipe connections , meters , gauges and other similar equipment , and all labor required , all without additional compensation for conducting pressure and leakage tests and flushing of the piping . Flushing and pressure testing shall be conducted in the following order. Be After all piping lines have been installed and before pressure testing , each run of pipe shall be thoroughly flushed so as to remove all debris and foreign matter from the piping and equipment . Clean and flush all piping using potable water. Sufficient flushing water and pigging shall be introduced into the piping to produce a discharge that is clear with no evidence of silt or foreign matter is visible . Contractor to provide means of discharging and disposing of water at Contractor's expense . C . Pressure testing ductile iron piping systems : 1 . The test pressure for the water piping , irrigation quality water piping , and force main piping systems constructed of ductile iron shall be 150 psi and this pressure shall be maintained for a period of not less than two hours . Tests shall be made between valves and as far as practicable and as approved by the Engineer . Potable water from the distribution system shall be used . Pressure shall not vary more than five (5) psi for piping during the test periods or as approved by the Engineer. Allowable leakage shall be computed on the basis of AWWA C-600 . 2 . All leaks evident at the surface shall be uncovered and repaired regardless of the total leakage as indicated by the test , and all pipes , valves and fittings and other materials found defective under the test shall be removed and replaced at the Contractor's expense . Tests shall be repeated until leakage has been reduced below the allowable amount. 3 . In the judgment of the Engineer, should it not be practical to follow the foregoing procedures exactly for any reason , modifications in the procedure shall be made as approved by the Engineer. In any event, Addendum #311 /13/2012 01025-35 Technical Specifications F:\Public Works\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Admim\bid documents\Contract Documents\Technical Specifications ADD #3.doc the Contractor shall be responsible for the ultimate water tightness of the piping within the preceding requirements . 3 . 03 DISINFECTION A. The Contractor shall furnish and install suitable temporary connections to the piping , all necessary pressure pumps , hose , pipe connections , meters , gauges and other similar equipment , and all labor required , all without additional compensation for the disinfection of all required piping systems . Disinfection shall be conducted on the following systems : 1 . Water main piping and valves . Be Conform to AWWA Standards and as modified herein . C . Maintain disinfectant for a minimum of 8 hours in such a manner that the entire system will be filled with water containing a minimum chlorine concentration of 50 ppm at any point . D . After the disinfecting agents have been permitted to remain for the specified contact periods , the water lines , and valves shall be thoroughly flushed with water until the residual chlorine tests are less than 2 PPM in each instance . The determination of the amount of residual chlorine in the system shall be made at such points and in accord with standard tests by means of a standard orthotolodine test set. 3 . 04 BACTERIOLOGICAL SAMPLING A . It shall be the responsibility of the Contractor under this contract to perform the bacteriological testing required by the Florida Department of Environmental Protection and Indian River County to obtain clearance of the water main piping . The Contractor shall be responsible to disinfect and repeat testing as needed until clearance is obtained for all required plant systems . The Contractor shall be responsible to pay for additional water needed if the bacteriological testing must be repeated for the clearance of the ground storage tank . Be The piping systems require two (2) consecutive daily samples taken from the locations called out on the plans or as determined by the Engineer. The samples shall be taken at all the respective sample point locations . C . Sampling must be coordinated with Engineer and other construction activities so as to minimize re-sampling . D . Contractor shall submit schedule for bacteriological testing and pressure tests . E . The Contractor shall incur all costs needed to provide bacteriological clearance of the piping systems . 3 . 11 QUALITY CONTROL A . The laboratory and personnel collecting bacteriological samples shall be Florida State certified in accordance with FDEP requirements . + + END OF SECTION + + Addendum #3 11 /13/2012 01025-36 Technical Specifications F:\PublicWorks\ENGINEERING DIVISION PROJECTS\1126 - South Co Park Multi Purpose Fields\Hdmim\bid documents\Contract Documents\Technical Specifications ADD #3.doc F - i r Mu Control System Summary South County Multipurpose Fields / 154673 - 15467340FC x1999,2012 Mused Sports elghtlnirLLC South County - Page 2 of 4 Form: T-5OW1 - - ._... - - - - COMMEND VIENNESE - - - - - - - - - Monomer - - - - - - - - - - - Rommel — _ . - - , Gontr+ol• Lu*. Control and Monitoring System — Digital Cellular • I ZOV MEN I I ` Transformer (provided by Off-on-auto Digital cellular AV customer for control voltages supply If not available) keyed switches antenna I /rn M M MC I I Electrical distribution panel 3 (provided by customer for r Q I overcurrent protection) 4 7 r I ,�0rr 5 I Surge protection device e U Control and Additional monitoring control and I I I cabinet monitoring I I © tEM cabinet(s) "V �-- Standard o Equipment ground To lighting circuits To Ilgh#ing dreuits Iof Typ , WirD Max . Wire Wire from IWire r , Notes I t Line power to contactors, and equipment grounding conductor Note A Note B 27 No A — E w :. .. n .e3 ,. :..:::: , : :::....:.: :::::,:.-: ;,,.:.;::..•:.,.: . A; .ltote.6::. �`AY : �, ,. .. 2,..:: . . . . tali!$ :.. . . . .,. ,,. ... . . . . . . . .. . ... . ... . . :. . .,. . : .• .NGI<e. . I 3 Control Power (dedicated, 20A) 3 12 WA No C, D I . ...: ` .: , • .:..:, .:.. .,:. :.. : -sir . . . 4 .. .. . . . . , .hamesties..,. . ..::: :, : ...... ...: . .: .:,:,.:. . :•:: ..:: :>:-::.:; ;.v: ��:� '. I 5 Communication cable (RS — 485) 1 - - 84 Yes ' C, D now a> fid 7 Surge protection device monitoring 3 14 td/A Yes C, D, F Notes: A. Voltage and phasing per the notes on cover page, neo Ila G I Be Calculate per load and voltage drop. I I C. Minimum conduit diameter. I L Wire 4 requires 2- (for connector ends to pass through). I b, Wire 5 requires i " (for connector ends to pass through). I c. All other conduit diameters should be per code. Be Refer to control and monitoring system installation instructions for more details on equipment information and the installation requirements. I E. Contact Musco If maximum wire length Irom circuit breaker to contactor exceeds value in chart. I I E Refer to surge protection device installation Instructions for more details on equipment Information and the installation requirements. I I1111101tIAN1: Communication wire (5) must be In separate conduit from any AC power wiring (1 , 20 3, 4o 6o 7). Control (3, 4) and monitoring (7) wire must be In separate conduit from One and load power wiring (1 , 2). I ' Musm supplied wire harnesses are provided in standard III lengths• I — rmsm—wrnmoer