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HomeMy WebLinkAbout2012-227C.1 Zoo ooa�kw Indian River County Purchasing Division A 'Z 180027 th Street M Vero Beach, FL 32960 A Phone (772 ) 2264416 Fax (772 ) 770-5140 LUR1� ADDENDUM NO . 1 Date : November 9, 2012 Project Name : 66 TH AVENUE ROADWAY IMPROVEMENTS (S. R. 60 TO NORTH OF 49TH STREET) Project Number : IRC 0545 & 0370 Bid Number : 2013008 Bid Opening Date : The Bid Opening date is Wednesday, November 28,, 2012 at 2 :00 a. m . A Mandatory Pre- Bid Conference was held on Wednesday, November 7, 2012 at 10 : 00 a . m . in Indian River County Admin Bldg " B" , Room B1-501; 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 purchasine@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 10 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 19th 2012 at 8:30 a . m . All Bids must be received by the Purchasing Division office located at 1800 27th Street, Vero Beach, f 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 6 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents\Addendum # I \Addendmn No. 1 1I -9- 12.doc CLARIFICATIONS / CORRECTIONSMESTIONS AND RESPONSES The following questions (with responses ) were received after the Mandatory Pre- Bid Meeting on November 7th, 2012 : QUESTION NO. 1 There is no existing grade center line on the profile view of the ditch at the 37th Street Bridge . This is necessary for channel excavation quantities . ANSWER NO. 1 The Bridge Plans do not show the center line grade of the canal . We are not anticipating any major excavation of the canal to place the rip-rap . Please refer to the Roadway Plans cross-sections sheets for the existing canal sections. QUESTION NO. 2 Is there anyway you can break out channel excavation from rip- rap, and or provide quantities for channel excavation . ANSWER NO. 2 It is our understanding that the above question is also referring to the Bridge Plans and specifically Pay Item 530-3-3 "( Rock Rubble) (Canal Excavation as required shall be included in the cost of the rock rubble )" . The canal excavation in this case will be an incidental item to placing Rip- Rap upstream and downstream of the bridge. Please refer to cross-sections within the Roadway Plans for the Lateral A canal and sub -lateral canal elevations. QUESTION NO. 3 There is a standard plan view for 33 `d, 37th, 45th, and 49th that gives a 96' x 24' runs of rip rap lined ditches . The section views of the rip rap are standard on all of the bridges. That being said, there are huge changes in rip- rap quantities between the bridges ( i . e. 33`d Bridge 750 TN , 37th Bridge 1250 TN ) . Could there be an error in the quantities ? ANSWER NO. 3 It does not appear that there is an error in the quantities for Rip- Rap Rubble. The quantities for Rip- Rap for the new bridges designed by Bridge Design are as follows : Sheet B14; 33`d Street Bridge 11383 TN Sheet 1324; 37th Street Bridge 11268 TN Sheet B34; 45th Street Bridge 11232 TN Sheet 644; 49th Street Bridge 11320 TN Page 2 of 6 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents\Addendum # I \Addendum No. 1 11 -9- 12.doc QUESTION NO. 4 In regards to the Itemized Bid schedule of values : Under Roadway Improvements STA 129+00 to STA 219+40 (0545B) (page 00310-9) Bid Item > 455433-3 "Sheet Piling Steel- F& I Permanent" 7,304/SF Bid Item > 460-704 "Aluminum Pedestrian Bullet Barrier Railing" 332/LF These two items seem to be duplicated under the Proposed Bridges & Retaining Wall ( 26th Street Retaining/Barrier Wall ) {Page 00310-141 Bid Item > 455433-3 "Sheet Piling Steel- F& I Permanent" 7,304/SF Bid Item > 460-704 "Aluminum Pedestrian Bullet Barrier Railing" 332/LF. Can you please clarify? ANSWER NO. 4 Yes it appears the Pay Items listed above were inadvertently duplicated in the Roadway Portion as well . In addition to the two items listed above the following two items are also a duplication . 05215 4 FDOT index 423 Barrier Wall 332 LF; 05216 3 FDOT Index 6120 Coping/Sidewalk 332 LF. The Itemized Bid Schedule has been revised to delete the duplicated items. QUESTION NO. 5 During the meeting IRC indicated that alltesting would be done by the owner, "IRC" . Does this include the PDA during pile driving operations,, and any vibration monitoring? Also, to eliminate the bid item " Pile Dynamic Load Testing 1- LS. Please clarify. ANSWER NO. 5 The PDA testing during the pile driving operation will be conducted by the OWNERS Consultant. Although the PDA testing will not be the CONTRACTORS responsibility he/she will be required for any vibration monitoring. The Itemized Bid Schedule has been revised to delete the Pay Item 455- 137 "Pile Dynamic Load Testing"- 1 LS on the 33rdy37 th , 45th and 49th Street bridges. QUESTION NO. 6 Being that this project is federally funded by the State — is there any wage rates required ? ANSWER NO. 6 No wage requirements on the subject project . A portion of the project is funded by the Florida Department of Transportation . QUESTION NO. 7 Has an asbestos survey been performed on the houses identified to be demolished or we will . have to perform the survey and add the costs to our proposal ? Page 3 of 6 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St ( Arcadis)\Admim\Bid Documents\Addendum # 1 \Addendum No. 1 11 -942.doc I ANSWER NO. 7 The dwellings identified to be demolished have either been moved outside the right-of-way or have already been demolished . Therefore, we do not anticipate any demolition of structures within the project limit . QUESTION NO. 8 The bid schedule (sta 129+00 — 291+40 -05456, item 120-5, channel excavation ) identifies "detention area #4 as having 36 of the volume to remain on Peterson' s property" . A. Is X of the volume = 21, 316 cy @ 50% = 10, 658 cy? B. Where is this fill to be stockpiled (adjacent to the proposed lake/detention ) ? C. Is it to have any special configuration associated with the stockpile, i . e . 1-2 ft over "x" square feet or e . g . 200' x 200' x 1045' (to allow for 4 : 1 side slopes ) ? D . Is the stockpiled material to receive seed & mulch upon completion ? E . Will the perimeter of the stockpile location require a silt fence ? F . Will any swales or ditches surround the stockpile location ? ANSWER/NO. 8 The channel excavation ( lake excavation ) of 21, 316 CY includes Detention Area No . 4 and 5 . The excavation for Detention. Area No . 4 is approximately 9, 793 CY. Therefore, 4, 900 CY of excavated material will have to be stockpiled 10' high by 100' x 150' at 3HAV adjacent to the pond . Seeding and silt fence around the stockpile will be required . The Itemized Bid Schedule has been revised to include the additional material needed . QUESTION NO. 9 In the clearing & grubbing pay items, is the intent to limit clearing & grubbing within the confines of the silt fence areas as shown in the erosion control plans ? The areas adjacent to the bridges will require clearing to re-grade and install the rubble rip- rap along the east right of way(s) of the Indian River Water Control District' s lateral "A" canal . Please advise . ANSWER NO. 9 It is not the intent of the plans to limit the clearing and grubbing within the confines of the silt fence areas shown on the erosion control plans. . Clearing and grubbing will be required as necessary to construct all components of the project . The erosion control plans are provided as a schematic plan prepared for permitting purposes . The contractor is required to prepare an additional separate special plan for the prevention, control and abatement of erosion and water pollution . QUESTION NO. 10 Outside of the bridge areas (for rip-rap ), no . other areas within the IRWCD (east of the canal water level ) are to be cleared ? ' Page 4 of 6 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents\Addendum # 1 \Addenduwn No. 1 11 -9- 12.doc ANSWER NO. 10 Clearing in the IRFWCD canals is required for the construction of the project. Clearing will be required for the construction of the bridges, roadway embankments, culvert pipes, utility crossings, sheet piling retaining wall, guardrail, and other miscellaneous improvements . Clearing of the east bank of the Lateral "A" except as required for bridge construction, culvert and riprap installation is not anticipated . QUESTION N0. 11 i The Arcadis plan & profile sheets identify removal of the existing asphalt outside of the proposed asphalt pavement, e.g: sheet 57-sta . 130+00436+00 +/-. Isn't the intent to remove all of the existing pavement and construct the new road ? (apart from the pavement area south of SR 60) ANSWER NO. 11 Yes . The intention is to remove the entire existing asphalt pavement. QUESTION NO. 12 Does the County have copies of existing bridge plans that the contractor can obtain ? ANSWER NO. 12 No . Indian River County is not in possession of any plans on the existing bridges. Page S of 6 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents\Addendum # 1 \Addendum No. l 11 -942 .doc ATTACHMENTS: 1 . Itemized Bid Schedule ( Pages 00310-3 through 00310-32) 2 . Pre Bid Meeting Minutes 3 . Revised Plans Sheets 30, 31, 32, 33, T-2, T-3, T4, T41 through T46 i * * * * * * * * * * * * *This Addendum MUST be returned with your Bid * * * * * * * * * * * * * * AD ENDUM NO . 1 is submitted by . Arjuna da, P. E.,is Engineer and C�— J r Da is, Purchasin Manager Company Name Names Titles (Type / Printed) Authorized Signature . Date . Telephone.• Fax.• Page 6 of 6 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents\Addendum # 1 \Addendum No. I 11 -942 .doc " ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 BIDDER'S NAME: IfBO'1 NO s DesCr1 O!1'', � 5 S t � , 8 4 i , ' "� � � ru �z ,, s,,� �,� :YVa �un� , i�?r•,Un1t.PriCB v ` ?k, AmpUr� FROM STA 115+68.03 TO STA 129+00 (0545A 101 - 1 MOBILIZATION 1 LS PROJECT PHOTOGRAPHS/VIDEOS & AERIAL 101 - 1A PHOTOGRAPHY 1 LS 102- 1 MAINTENANCE OF TRAFFIC 1 LS 104- 10-3 SEDIMENT BARRIER 29400 LF 104- 11 FLOATING TURBIDITY BARRIER 110 LF 104- 15 SOIL TRACKING PREVENTION DEVICE 2 EA 10448 INLET PROTECTION SYSTEM 4 EA 108-1 AS-BUILT DRAWING BY REGISTERED SURVEYOR 1 LS 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS 108-3 N . P . D . E . S . PERMITTING 1 LS 110- 1 -1 CLEARING & GRUBBING 1 LS 120-1 EXCAVATION REGULAR 994 CY 120-6 EMBANKMENT, COMPACTED IN PLACE 1 , 740 CY 12140 FLOWABLE FILL 100 CY 1604 TYPE B STABILIZATION - 12" SUBGRADE LBR 40 11320 SY 285-709 10" OPTIONAL BASE GROUP 9 O LIFTS 738 SY SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP- 12.5) 3341 - 13A 1 . 75" 738 SY SUPERPAVE ASPHALTIC CONCRETE SURFACE COURSE 334-1 - 136 (TRAFFIC C SP-9. 5 1 " 61600 SY SUPERPAVE ASPHALTIC CONCRETE SURFACE COURSE 334-1 - 13C (TRAFFIC C SP-9 . 5 1 .25" 1 , 556 SY j 339-1 MISCELLANEOUS ASPHALT PAVEMENT 4 TN 350- 1 - 1 PLAIN CEMENT CONCRETE PAVEMENT, 6" 33 ISY 400-0- 11 CONCRETE CLASS NS , GRAVITY WALL 17 ICY 515- 1 - 1 STEEL GUIDERAIUHANDRAIL 77 LF 520- 1 - 10 CONCRETE CURB & GUTTER PE " F" 21171 LF 520- 1 =70 CONCRETE CURB & GUTTER PE " E" 12 LF 00310-3 F:1Public Woft\ENGINEERING DMSION PROJECTSt0545.66Th Ave SR60 to 57th St (Arcadis)Mmim\Bid Documents\Addendum #1Utem¢ed Bid Schedule-0545 ADDl As F * ADDENDUM M 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 BIDDER'S NAME: a �- .qr4 t ; .. ,4x Y ^Y `: .. .a kxs 3;u t; < b , „�. M. E s : a . : n y t;>• x'i ' , r x FROM STA 115+68 .03 TO STA 129+00 0545A) 522-2 SIDEWALK CONCRETE , 6" THICK 218 SY 523- 1 PATTERNED/TEXTURED PAVEMENT, CONCRETE 44 SY 538A GUARDRAIL, RESET 100 LF 630- 1 - 12 CONDUIT SIGNALS (F& I) (UNDERGROUND 313 LF 630- 1 - 13 CONDUIT SIGNALS (F& I) (UNDERPAVEMENT SAWCU 2" 475 LF 630- 1 -13A CONDUIT SIGNALS (F& I) (UNDERPAVEMENT SAWCU 4" 475 LF 630-1 -22 CONDUIT SIGNALS F UNDERGROUND 950 LF 632-7- 1 CABLE - SIGNAL (F&I) 1 PI * 633-121 - 1 CABLE -FIBER OPTIC (F&I) (UNDERGROUND) (96 FIBER) 150 LF 635-1 - 11 PULL & JUNCTION BOXES (F&I) (PULL BOX 21 EA 639A1 21 ELECTRICAL POWER SERVICE SIGNALS 1 AS 639-2- 1 ELECTRICAL SERVICE WIRE 200 LF 639-3A 1 ELECTRICAL SERVICE DISCONNECT (F& I ) (POLE 1 EA PRESTRESSED CONCRETE POLE (F&I) (TYPE PA 1 SERVICE 641 -2- 12 POLE 1 EA 646-1 - 11 ALUMINUM SIGNALS POLE (F& I) (PEDESTAL 7 EA MAST ARM ASSEMBLY (F& I) 150 SINGLE ARM WITHOUT 649-31 - 103 LUMINAIRE 60' 1 EA MAST ARM ASSEMBLY (F&I) 150 SINGLE ARM WITHOUT 649-31 - 104 LUMINAIRE 70.5 2 EA MAST ARM ASSEMBLY (F&I) 150 DUAL ARM WITH LUMINAIRE 649-31 A 19 70 . 5'-70 .5' 1 EA 650-51 -311 TRAFFIC SIGNAL (F&I) (3 SECTION 1 WA STD 11 AS 650-51 -511 TRAFFIC SIGNAL (F& I) (5 SECTION 1 WA STD 6 AS 653-191 SIGNAL , PEDESTRIAN F71 LED COUNTDOWN)( l WA 8 AS 663-74- 11 VEHICLE DETECTOR ASSEMBLIES (F& I) (OPTICAL 4 EA 665- 11 PEDESTRIAN DETECTOR (F&I) (POLE MOUNTED 8 EA 670-5-110 TRAFFIC CONTROLLER ASSEMBLY (F& I) (NEMA 1 AS 678-1 - 110 CONTROLLER ACCESSORIES F& I PE IV TIME SWITCH 1 EA :r 00310.4 FAIDuNt Works1ENGINEERING DIVISION PROJECT=545.661b Ave SR60 to 57th St (Amadis)VAdmiml6id DocumentsWddendum #Ntemized Bid Schedul"545 ADD1 .)ds * ADDENDUM #1 11 -94012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ft+tiii°NO f. : ., t$» M Desai Ott a'' `se ns4. ra ;Ea� y 'Y � z r sx4. aT%QU2 fxr s ,':llnftI I ell FROM STA 115+68.03 TO STA 129+00 0545A 685=106 SYSTEM. AUXILIARIES UNITERUPTABLE POWER SOURCE 1 EA 685120 SYSTEM AUXILIARIES (TELEMETRY TRANSCEIVER 1 EA 685428 SYSTEM AUXILIARIES INTERFACE PANEL 1 EA 68& 101 CCN CAMERA ASSEMBLY 1 EA 690-10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL 9 EA 690-20 PEDESTRIAN SIGNAL ASSEMBLY REMOVAL 6 EA 690-33-2 POLE REMOVAL DEEP BOLT ON ATTACHMENT) 80 LF 690-50 CONTROLLER ASSEMBLY, REMOVAL 1 EA 690-60 VEHICLE DETECTOR ASSEMBLY REMOVAL 11 EA 690=70 PEDESTRIAN DETECTOR ASSEMBLY REMOVAL 6 EA 690-80 SPAN WIRE ASSEMBLY REMOVAL 1 EA 690-90 CONDUIT AND CABLING REMOVAL 11 PI 690-100 SIGNAL EQUIPMENT, MISCELLANEOUS REMOVAL 1 PI 699AA INTERNALLY ILLUMINATED STREET NAME SIGN 66TH AVE 2 EA 699-1 - 1 INTERNALLY ILLUMINATED STREET NAME SIGN S . R . 60 2 EA 700-20- 11 SIGN , SINGLE POST (F& I) (LESS THAN 12 SF) 3 AS 700-20-60 SIGN , SINGLE POST (REMOVE) 1 AS 700-21 - 11 SIGN , MULTI POST (F&I) (50SF OR LESS) 1 AS 700-48A8 SIGN PANEL (F&I) (15 OR LESS) (R03-04) 4 EA 700-48-18 SIGN PANEL (F& I) (15 OR LESS) (R10-16) 2 EA 70048-60 EXISTING SIGN PANEL (REMOVE) 5 EA 705AA OBJECT MARKER , TYPE 1 3 EA 706-3 R. P . M . BI-DIRECTIONAL AMBER/AMBER 69 EA 706-3 R . P . M . BI-DIRECTIONAL (WHITE/RED) 92 EA 711 -11 - 111 THERMOPLASTIC SOLID TRAFFIC STRIP 6" WHITE 0 .60 NM 711A SIA23 THERMOPLASTIC SOLID TRAFFIC STRIPE 12" WHITE 381 LF 00310-5 FAPubfic Works%ENGINEERING DIVISION PROJECTS1D545,66Th Ave SR60 to 57th St (Ancadis)Wdmim%Bid DocumentsWddendum Mtemized Bid Schedule-0545 ADD1 ads - ' ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 d BIDDER'S NAME: It .. ,8a(, i +'r . Lee 1,. ' x A�AO(1 ItetltNo ".�,a„ �a ^��, Desert ohs: ,,.. Y a .Wz'".2� . t.��x �� . x:��.a:� � ., . ,.:,; � ,� , . , 4``n� a .�,rx3:� �-,,�, ,M�'��. , n •<Qua UniE , �,., Unit PiiCB', `�"�'�' ; �' r w, ,. FROM STA 115+68.03 TO STA 129+00 0545A 711A1 =125 THERMOPLASTIC SOLID TRAFFIC STRIPE 24" WHITE 95 LF 711 - 11 - 131 THERMOPLASTIC, STANDARD; WHITE , SKIP , 611 , 10'-30' 0. 02 GM 711A lA31 THERMOPLASTIC , STANDARD , WHITE, SKIP, 611 1 VA 0' 288 LF 711A lA70 THERMOPLASTIC WHITE STANDARD TURN ARROWS 15 EA 711A `1 -211 THERMOPLASTIC SOLID TRAFFIC STRIPE 6" YELLOW) 0.29 NM THERMOPLASTIC SOLID TRAFFIC STRIPE (6" YELLOW) 711 - 11 -211A DOUBLE 0. 10 NM 711 - 11 -224 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" YELLOW) 30 LF THERMOPLASTIC, STANDARD , YELLOW, 711 - 11 -251 DOTTED/GUIDELINE/ 10'-30' GAP , 6" 90 LF * 783-6- 1 ITS SPLICE BOX FOR FIBER OPTIC 1 EA LANDSCAPING PERFORMANCE TURF - SOD (ARGENTINE BAHIA) 570A1 2 (INCLUDES: TOP SOIL, FERTILIZER , AND WATERING) 21190 SY 580AAA CROWN OF THORNS 50 EA 580A1 IB PARSON'S JUNIPER 282 EA 580AAC MUHLEY GRASS 50 EA 580AAD DWARF INDIAN HAWTHORNE 12"HTX 15"SPR (24" O . C ) 297 EA 580A1 2A EAST PALATKA HOLLY 1 EA 580A1 2C PYGMY DATE PALM 4'-6' SINGLE TRUNK 3 EA 580-1 -2B • NATCHEZ CRAPE MYRTLE 3 EA IRRIGATION SYSTEM , COMPLETE (INCLUDES WELL, PUMPS , 590-70 ELECTRICAL SERVICE CONDUIT, SPRINKLERS , ETC.) 1 LS 801 TRENCH SAFETY COMPLIANCE OVER 5' SEE SEC . 00454 1 LS 802 TRENCH SAFETY COMPLIANCE SHORING SEE SEC. 00454 1 LS 803 PUBLIC CONSTRUCTION BOND 1 LS FROM STA 115+68 . 03 TO STA 129+00 0545A SUB TOTAL 003108. FAIDublic WorkMENGINEERING DIVISION PROJECTS1054586Th Ave SR60 to 57th St (Arcadls)AdmimOd Documents\Addendum #tUtemized Bid Schedule-0545 ADD1 .xls # ADDENDUM #1 1144012 ITEMIZED BID SCHEDULE PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: lfeii ?No.`• * ,h, w CjesCrf Art . =x. . s 1 . ' .,} ` :c f,r: �' . NA"Altol4s� art ` OW k ` � Urtit'�+�lceti FROM STA 129+00 TO STA 219+40 05458 ROADWAY IMPROVEMENTS 101 - 1 MOBILIZATION 1 LS PROJECT PHOTOGRAPHS/VIDEOS & AERIAL 101AA PHOTOGRAPHY 1 LS 102- 1 MAINTENANCE OF TRAFFIC 1 LS TRAFFIC CONTROL OFFICER (OFF DUTY LAW 102- 14 ENFORCEMENT) 500 MH 102-99 CHANGEABLE VARIABLE MESSAGE SIGN 4 11880 PD 104- 10-3 SEDIMENT BARRIER 30, 950 LF 104- 11 FLOATING TURBIDITY BARRIER 1 ,720 LF 10415 SOIL TRACKING PREVENTION DEVICE 14 EA 104-18 INLET PROTECTION SYSTEM 74 EA 108- 1` AS-BUILT DRAWING BY REGISTERED SURVEYOR 1 LS 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS 108-3 N . P . D . E. S . PERMITTING 1 LS 109-71 -3 FIELD OFFICE , 900 SF 540 PD 110- 1 - 1 CLEARING & GRUBBING 1 LS 110-3 REMOVAL EXISTING STRUCTURE DWELLING 1 LS 120- 1 EXCAVATION REGULAR 61 ,311 CY CHANNEL EXCAVATION (DETENTION AREA) (172 of the volume 120-5 from Detention Area #4 to remain on Peterson's Property) 21 , 316 CY 120-6 EMBANKMENT, COMPACTED IN PLACE 134,328 CY 121 -70 FLOWABLE FILL 100 CY 1604 TYPE B STABILIZATION - 12" SUBGRADE LBR 40 104,054 SY 285-709 10" OPTIONAL BASE GROUP 9 O LIFTS 98 ,994 SY 286- 1 TURNOUT CONSTRUCTION 3 ,096 SY 1286-2 TURNOUT CONSTRUCTION - ASPHALT 207 TN 327-70-1 MILLING EXISTING ASPHALT PAVEMENT 1 " AVG . 112 . SY SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP- 334- 1 - 13A 12 .5)( 1 . 75' 98 , 994 SY 00310.7 FVublic WorkMENGINEERING DIVISION PROJECTS10545.66Th Ave SR60 to 57th St (Aresdis)1Adm1m\Bid DocumentsVAddendum #1Utem1?X id Schedu64545 ADD1 xis 1 * ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 054512013008 BIDDER'S NAME: MA166 FROM pu ?Unit UnhPjr�ceAmouitt _ - FROM STA 129+00 TO STA 219+40 (0545B ASPHALTIC CONCRETE SURFACE COURSE (TRAFFIC C) (SP- 334A113C 9. 5) (1 . 25" 98 , 994 SY 339A MISCELLANEOUS ASPHALT PAVEMENT 290 TN 350- 1 - 1 PLAIN CEMENT CONCRETE PAVEMENT 6" 914 SY 400-0- 11 CONCRETE CLASS NS , GRAVITY WALL 529 CY 400- 1 -2 CONCRETE CLASS I , ENDWALLS 18 CY 400-1 -2 CONCRETE CLASS II , ENDWALLS 20 CY 415- 1 - 1 REINFORCING STEEL , ROADWAY 21095 LB 425-1 -312 INLETS , CURB , TYPE " P- 1 " , > 10' 2 EA 425- 1 -351 INLETS , CURB , TYPE "P-51', < 10' 16 EA 425- 1 -361 INLETS , CURB , TYPE 11P-610, < 10' 24 EA 425A1 362 INLETS , CURB , TYPE "P-6", > 10' 2 EA 425AA51 INLETS, CURB , TYPE "J-511, < 10' 1 EA 425-1 -461 INLETS , CURB , TYPE 11J-611 , < 10' 6 EA 425- 1 -521 INLETS , DITCH BOTTOM PE "C" <10' 17 EA 425- 1 -551 INLETS , DITCH BOTTOM PE "E" < 10' 2 EA 4254 -901 INLETS, SPECIAL, < 10' 6 EA 425- 1 -902 INLETS, SPECIAL, > 10' 2 EA 425-1 -910 INLETS , CLOSED FLUME TYPE II, DOUBLE BARREL 2 EA 425-241 MANHOLES , 13-7 , < 10' 3 EA 425-2-71 MANHOLES , J-7 , < 10' 7 EA 425-2-72 MANHOLES , J -7, > 10' 1 EA 425-3-81 CONTROL STRUCTURE 2 EA 425-5 MANHOLES , ADJUST 1 EA 425- 11 MODIFY EXISTING CONTROL STRUCTURE 2 EA 430- 174- 112 PIPE CULVERT, RCP , ROUND 12" S/CD 120 LF 1430- 174- 124 PIPE CULVERT, RCP , ROUND 24" S/CD 21034 LF 0031" F1Publ'ic Works1ENGINEERING DIVISION PROJECTS10545-56Th Ave SR60 to 57th St (Arcadis)1Admim\Bid DocumentskAddendum #lYtem¢ed Bid Schedule-0545 ADD1 .As * ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. 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R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: Item:No.�.. _: . �'s ., pescrl ttwrs-: . . ��,# '-�, �. ..r ,. �r , : - w��>,.. z ��` , •� �. ,._ `� ..'�.,.�,�zr, � .�? � . Qua Unft sir- Unit Price::-?� ;' �;H�Amount �?,_:, h. FROM STA 129+00 TO STA 219+40 05458 IRC-U3 8" FLANGED DIP WATER MAIN (F& I) 490 LF IRC-U4 12" PVC WATER MAIN (F&I) 39093 LF IRC-U5 12" PVC REUSE WATER MAIN (F& I) 900 LF IRC-U6 12" FLANGED DIP WATER MAIN (F&I) 185 LF IRC-U7 TEMPORARY BACTERIALOGICAL SAMPLING POINT 11 EA IRC-U8 4" GATE VALVE WITH VALVE BOX AND COVER (F&I) 4 EA IRC-U9 6" GATE VALVE WITH VALVE BOX AND COVER (F&I) 8 EA IRC-U10 8" GATE VALVE WITH VALVE BOX AND COVER (F& I) 14 EA IRC-U11 12" GATE VALVE WITH VALVE BOX AND COVER (F& I) 1 EA IRC-U12 2" AUTOMATIC AIR RELEASE VALVE (F&I) 5 EA IRC-U13 1 4" AUTOMATIC AIR RELEASE VALVE (F&I) 1 EA IRC-U14 2" BLOW OFF ASSEMBLY (F& I) 1 EA IRC-U15 17" x 28" METER BOX (F&I) 4 EA 8" x 8" WET TAP ASSEMBLY WITH 8" GATE VALVE AND BOX IRC-U % (F&I) 1 EA 12" x 12" WET TAP ASSEMBLY WITH 12" GATE VALVE AND IRC-U17 BOX (F& I) 4 EA IRC-1.118 FIRE HYDRANT ASSEMBLY 7 EA IRC-U19 FIRE HYDRANT ASSEMBLY (RELOCATE , EXISTING) 2 EA AERIAL CANAL CROSSING INCLUDING PRESTRESSED IRC-1.120 ICONC. BATTER PILES , CONC PILE CAP SUPPORTS (F& I) 1 EA IRC-U21 JLAWN/ROW RESTORATION (TOP SOIL & MATCH EXIST. SOD) 41716 LF FROM STA 129+00 TO STA 219+40 0545B 41ST STREET INTERSECTION STA 219+40 TO STA 245+90 05456) KHA 101A MOBILIZATION 1 LS PROJECT PHOTOGRAPHSNIDEOS & AERIAL 101 - 1A PHOTOGRAPHY 1 LS PREVENTION , CONTROL & ABATEMENT OF EROSION AND 1042 WATER POLLUTION 1 LS 108-1 AS-BUILT DRAWING BY REGISTERED SURVEYOR 1 LS FAIDublic WorkMENGINEERING DIVISION PROJECTS10545-66Th Ave SR60 to 57th St (Arcedis)Wdmimffd DocumentsWddendum #1Utemized Bid Schedule-0545 ADD1 .xls ooslan I * ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ItCRl ,wO �'',„$^'";�,s"n,�.° Oestri � :vn-, , �?�:'i'?s+�, 3t.,.�,,.b�ikv; .'E3. Ott ?;n �`,5��@„t. � y. , ,�i, �"� g, �;�',"�'�� w aF��3 ":., .�'�-`s._ <A'' ,QUB � ,�fl�t .,x�„sz�.�n�t E?f✓tiCe a'i aa, a.t � •A1I11Dtlflti�',, .i1 FROM STA 219+40 TO STA 245+90 05456 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS 108-3 N . P . D . E .S . PERMITTING 1 LS 110- 1A CLEARING & GRUBBING 16. 8 ACRES 1 LS 110- 1 -2 SELECTIVE CLEARING AND GRUBBING 0. 8 ACRES 1 LS 110-6 PLUGGING WATER WELL 1 EA 110-7A MAILBOX (F& I ) (SINGLE 3 EA 120-1 EXCAVATION REGULAR 41776 CY 120-6 EMBANKMENT, COMPACTED IN PLACE 40581 CY 1604 TYPE B STABILIZATION - 12” SUBGRADE LBR 40 37,405 SY 285406 8" OPTIONAL BASE GROUP 6 O LIFTS 10 , 900 SY 285409 10" OPTIONAL BASE GROUP 9 O LIFTS 21 ,600 SY 286-2 TURNOUT CONSTRUCTION - ASPHALT 217 SY 327-70A MILLING EXISTING ASPHALT PAVEMENT 1 .25" AVG. 800 SY SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C)(SP-12. 5) 334- `IA3A 1 . 75" 33 ,300 SY SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP45) 334A113C 1 .25 32 , 500 SY 339A MISCELLANEOUS ASPHALT PAVEMENT 4 TN 400-2-2 CONCRETE , CLASS II , ENDWALL 52 CY 415-1 -3 REINFORCING STEEL ENDWALL 41885 LB 425- 1 -351 INLETS , CURB , TYPE "P-511, < 10' 7 EA 4251 -361 INLETS, CURB , TYPE 11P-6", < 10' 8 EA 425A451 INLETS , CURB , TYPE "J-5", < 10' 1 EA 425A459 INLETS , CURB , TYPE 11J-511, SPECIAL 1 EA 425- 1-521 INLETS, DITCH BOTTOM PE licit ) , < 10' 11 EA 425-2-61 . MANHOLE PE P-8 < 10' 1 EA 425-3-81 JUNCTION BOX DRAINAGE SPECIAL < 10' 1 EA 430- 17& 118A PIPE CULVERT, RCP , ROUND 18" S/CD 11406 LF 00310.18 F:1Public Works%ENGINEERING DNISION PROJECTS10545,66Th Ave SR60 to 57th St (Arcadis)Admim%Bid DocumentMAddendum Mtemized Bid Schedul"545 ADDl As ADDENDUM M 1144012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : ItEt1Y`NO srf+z'' >, ', Dest:A ti6R aa ...ati?a' °" 1�'�' DOW . `Y. ff 751F rF . s '}c. .s?s'•, b ,� , �`*t.�` t`.QUB �;r p..e.. �' >S� -4. 3 t `..c I .:� . Un(t . UnitP.rfceu . � , a�_Amouttf�� FROM STA 219+40 TO STA 245+90 0545B 430= 175A 18B PIPE CULVERT, ALUMINIZED CMP, ROUND 18" S/CD 281 LF 430- 175- 124 PIPE CULVERT, RCP , ROUND 24" S/CD 591 LF 430- 175- 130 PIPE CULVERT, RCP, ROUND 30" S/CD 1 ,211 LF 430- 175- 136 PIPE CULVERT, RCP, ROUND 36" S/CD 96 LF 430- 175-160 PIPE CULVERT, RCP , ROUND 60" S/CD 320 LF 430- 175-180 PIPE CULVERT, RCP , ROUND 80" S/CD 160 LF 430- 175-204 PIPE CULVERT, CAP , ELIPTICAL, 48" X 72" S/CD 8 LF 430-982-125 MITERED END SECTION , RCP , 1811, CD 2 EA 430-984-125 MITERED END SECTION , RCP , 18", SO 4 EA 440- 1 -60 ROCK DRAIN SPECIAL 200 LF 520- 1 -8 CONCRETE CURB & GUTTER PE "F" SPECIAL 49895 LF 520AA0 CONCRETE CURB & GUTTER PE "F" 7, 993 LF 522-2 SIDEWALK CONCRETE, 6" THICK 2 , 883 SY 530-34 RIPRAP, RUBBLE , F&I , DITCH LINING 280 TN GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL 5361A LENGTH) 377 LF 536-85-25A GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE it 1 EA 536-85-256 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE ET-2000 2 EA 536-85-26 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE MELT 1 1 1EA , SIGNALIZATION 555-1 -2 DIRECTIONAL BORE 6" TO < 12" 330 LF 630A1 12 CONDUIT SIGNALS (F&I) (UNDERGROUND 11275 LF 00310.19 F1Pubric Works\ENGINEERING DIVISION PROJECTS10545,66Th Ave SR60 to 57th St (Arcadis)VidmimOd DocumentMAddendum #1Utemized Bid Schedule-0545 ADD1 .xls # ADDENDUM #1 11-94012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : Nio "i ". 'G+t `.'gey �."Mi.h l.st ' 3 ;:h�r - QU' ;tlfllt �lllt Pl'ICB�; ri . .: �RIOUfItiS`s FROM STA 219+40 TO STA 245+90 05458 632JA CABLE - SIGNAL (F& I) 1 PI * 633-121 -1 CABLE - FIBER OPTIC (F&I) (UNDERGROUND 150 LF * 633- 121 -3 CABLE - FIBER OPTIC (F&I) (UNDERGROUND 96 FIBER 31000 LF 635AA 1 PULL BOX F&I (TRAFFIC SIGNAL 10 EA 639A1 23 ELECTRICAL POWER SERVICE SIGNALS UNDERGROUND 1 AS 639=2-1 ELECTRICAL SERVICE WIRE 1 EA 639-3A 1 ELECTRICAL SERVICE DISCONNECT (F& I) (POLE MOUNTED 1 EA PRESTRESSED CONC . POLE (F&I - DIRECT BURIAL) (TYPE W 641 -41A2 II SERVICE POLE 1 EA MAST ARM ASSEMBLY (F&I) (150 MPH WIND SPEED) SINGLE 649-31 -106 ARM WITH LUMINAIRE 36' 2 EA MAST ARM ASSEMBLY (F&I) (150 MPH WIND SPEED) SINGLE 649-31 - 108 ARM WITH LUMINAIRE 60' 1 EA MAST ARM ASSEMBLY (F&I) (150 MPH WIND SPEED) SINGLE 649-31 - 109 ARM WITH LUMINAIRE 70 .5' 1 EA 650-51 -311 TRAFFIC SIGNAL (F&I) (3 SECTION 1 WA STD 6 AS 650-51411 TRAFFIC SIGNAL (F& I) (4 SECTION 1 WA STD 2 AS 650-51 -511 TRAFFIC SIGNAL (F&I) (5 SECTION 1 WA STD 2 AS 653- 191 SIGNAL, PEDESTRIAN F71 LED COUNTDOWN 4 AS • 659- 107 SIGNAL HEAD AUXILIARIES F&1 ALUMINUM PEDESTAL 1 EA 663-7411 VEHICLE DETECTOR ASSEMBLIES F& I (VIDEO) 4 EA 665A1 PEDESTRIAN DETECTOR (F& I) (POLE MOUNTED 4 EA TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA) (TYPE 5) 670-5- 110 PREEMPTION PLAN 1 AS 685- 138 SYSTEM AUXILIARIES CCTV CAMERA ASSEMBLY) 1 EA SYSTEM AUXILIARIES (FIBER OPTIC VIDEO AMPLIFIER , 685- 139 TRANSMITTER & RECEIVER) 1 EA 699-101 INTERNALLY ILLUMINATED STREET NAME SIGN 4 EA SIGNING & MARKINGS 700-20-11 SIGN , SINGLE POST (F& I) (LESS THAN 12 SF) 19 AS 706-3 RETRO-REFLECTIVE PAVEMENT MARKERS 641 EA 711 - 11 - 121 THERMOPLASTIC SOLID TRAFFIC STRIP 6" WHITE 11 , 080 LF 1711A1 - 122 THERMOPLASTIC SOLID TRAFFIC STRIP 8" WHITE 1 ,466 LF 0031 D-20 FAIDublic Works%ENGINEERING DIVISION PROJECTS10545,66Th Ave SR60 to 57th St (Arcadis)WdmimSid DocumentMAddendum #1Utem¢ed Bid Schedule-0545 ADD1 As " ADDENDUM #1 11 -94012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : . fixity 3. yxr , ..: 3'3l " '4k�4Fs!' 1'EA$ ac . ;r': "` '' ' 8$ ik: y *�' ,'+.i y , ,' .,,.y , s•, 1. p �, FROM STA 219+40 TO STA 245+90 0545B 711A lA23 THERMOPLASTIC SOLID TRAFFIC STRIPE 12" WHITE 588 LF 711 -11A24 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" WHITE 383 LF 711 -11IA25 THERMOPLASTIC SOLID TRAFFIC STRIPE 24" WHITE 208 LF 711A lA41 THERMOPLASTIC SKIP STRIPE 6" WHITE 5,976 LF 711 -11IA70 THERMOPLASTIC WHITE STANDARD TURN ARROWS 19 EA 711A II -211 THERMOPLASTIC SOLID TRAFFIC STRIPE 6" YELLOW) 139938 LF 711 -11 -224 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" YELLOW) 880 LF 711 - 11 -251 THERMOPLASTIC STANDARD (YELLOW) SKIP 6" 440 LF * 783-6- 1 ITS SPLICE BOX FOR FIBER OPTIC 1 EA UTILITIES 1050- 11 -224A UTILITY PIPE (F&I) (PVC) (WM) ( 12") 333 LF 1050-11 -2246 UTILITY PIPE (F&I) (PVC) (RWM) (1211 150 LF 105011414 UTILITY PIPE (F&I) (DI) (FLANGED WM) (12") 60 LF 1055-11 -224 UTILITY FITTINGS (F& I) (PVC) (TEE) (12') 1 EA 1055A II -234 UTILITY FITTINGS (F&I) (PVC) (REDUCER) (611X121) 1 EA 1055-11 -254 UTILITY FITTINGS (F&I) (PVC) (CAP) (12") 1 EA 1055- 11 -411A UTILITY FIXTURES (F&I) (TEMPORARY JUMPER) 1 EA 1055- 11 -414A UTILITY FITTINGS (F&I) (DI) ( 11 - 1 /4 DEGREE BEND) 1 EA 1155- 11 -414B UTILITY FITTINGS (F&I) (DI) (45 DEGREE BEND) 6 EA 1080- 11 -404 UTILITY FIXTURES (F& I) (GATE VALVE) ( 12') 2 EA 1080- 11406 UTILITY FIXTURES (F&I) (AIR RELEASE) (2") 1 EA 1644- 11 -408 FIRE HYDRANT ASSEMBLY 1 EA 1644800 FIRE HYDRANT (RELOCATE) 1 EA LANDSCAPING PERFORMANCE TURF - SOD (ARGINTINE BAHIA) 570-1A (INCLUDES : TOPSOIL, FERTILIZER , AND WATERING) 40 , 000 SY D0310-21 RIPublic Works%ENGINEERING DIVISION PROJECTSW545w66Th Ave SR60 to 57th St (Amadis)WdmimlBid DocumentsWddendum Mtemized Bid Schedule-0545 ADDl 'As * ADDENDUM #1 11 -94012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 BIDDER'S NAME: xx, .a:M:; '�`i $ ya" .Y.j DesC►i t(Of1 �: eay�^.t+ '` azw n y .u� j .. 'L'a a s.. ai - �"X,, rq :Ai' "+�9 C C ` `�n Y7 .:...1 ..0 .. :; s < . . FROM STA 219+40 TO STA 245+90 05456 580- 1 - 1 D DWARF INDIAN HAWTHORNE (3G , 12"HT X 15"SPR 24" O.C .) 190 EA 580- 1 -1 H • RED TIPPED COCOPLUM (3G , 24" HTx18" SPR , F, 30" O . C.) 190 EA 580AAJ DWARF FIRE BRUSH (3G, 24" OA, F , 30" O . C .) 456 EA 580- 1 -213 JAPANESE PRIVET TREE (CG , 12' OA, 8' CT, STD, F, SP, A. S .) 6 EA 580- 1 -2E LIVE OAK (FG, 12' HTx6' SPR, 3"C , F , SP, HO As So) 4 EA CABBAGE PALM (FG , 8'-20' CT HT, BTD OR SLT TR , Sun 580- 1 -2F grown , HV, CAL, 8P, A. S .) 20 EA 580- 1 -2G FOXTAIL PALM (FG , 8' GW, Full Head , No Scars , SP, A.S .) 6 EA 59040 IRRIGATION SYSTEM , COMPLETE 1 LS 41st STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE 400-24 CLASS II CONCRETE BRIDGE DECK 158 . 1 CY 400-24A CLASS II CONCRETE SUPERSTRUCTURE 17 CY 4004-5 CONCRETE CLASS IV SUBSTRUCTURE 103.4 CY BRIDGE DECK GROOVING & PLANING - DECK THICKNESS 400-9 8.5" AND GREATER 279.6 , SY 400- 10 CONCRETE CLASS II APPROACH SLABS 95.6 CY 415-14 REINFORCING STEEL SUPERSTRUCTURE 55,363 LB 415- 1 -5 REINFORCING STEEL SUBSTRUCTURE 81412 LB 415- 1 -9 REINFORCING STEEL APPROACH SLAB 18 ,882 LB 455- 143-3 18" sq PRESTRESSED CONCRETE EST PILE 215 LF 455-343 18" sq PRESTRESSED CONCRETE PILE 11480 LF 521 -5- 1 CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 94 LF CONCRETE TRAFFIC RAILING BARRIER - (42" VERTICAL 521 -542 FACE) 88 LF 530-34 RIPRAP RUBBLE DITCH LINING 437 TN 801 TRENCH SAFETY COMPLIANCE OVER 5' SEE SEC . 00454 1 LS 802 TRENCH SAFETY COMPLIANCE SHORING SEE SEC . 0047n, LS 803 PUBLIC CONSTRUCTION BOND LS FROM STA 129+00 TO STA 245+90 05456 SUBTOTAL OD31D-22 F:\Public WOrks\ENGINEERING DIVISION PROJECTS0545.66Th Ave SR6D to 57th St (Arcadis)\Admim\Bid Documents\Addendum #1Utemized Bid Schedul"545 ADD1ids * ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: -N FROM Y'"., ,.: �+ t: :4' .- : ,' ,x e ., . . � i�'r':'r} � «, r,.,, ':swf-. 3 . . .� �, r:. -,'-„CIl1a „, eY11R , � i�.':UIIIt.PACB;r•'�'X `r y . ; �Al11DUfi�� �?sm FROM STA 245+90 TO STA 303+00 0545C ROADWAY IMPROVEMENTS 1014 MOBILIZATION 1 LS PROJECT PHOTOGRAPHSNIDEOS & AERIAL 101 -1A PHOTOGRAPHY 1 LS 102-1 MAINTENANCE OF TRAFFIC 1 LS 104-10-3 SEDIMENT BARRIER 211517 LF 10411 FLOATING TURBIDITY BARRIER 520 LF 104-15 SOIL TRACKING PREVENTION DEVICE 9 EA 10418 INLET PROTECTION SYSTEM 31 EA 108A AS-BUILT DRAWING BY REGISTERED SURVEYOR 1 LS 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS 108-3 N . P . D . E.S . PERMITTING 1 LS 110-1 - 1 CLEARING & GRUBBING 1 LS 110-3 REMOVAL EXISTING STRUCTURE DWELLING 5 LS 120A EXCAVATION REGULAR 41436 CY 120-5 CHANNEL EXCAVATIQN LAKE EXCAVATION 44,438 ICY 12M EMBANKMENT, COMPACTED IN PLACE 77,502 CY 12140 FLOWABLE FILL 100 CY 1604 TYPE B STABILIZATION - 12” SUBGRADE LBR 40 63 ,928 SY 285-709 10" OPTIONAL BASE GROUP 9 O LIFTS 59 ,418 ISY 286- 1 TURNOUT CONSTRUCTION 2 , 114 SY 286-2 TURNOUT CONSTRUCTION - ASPHALT 118 TN SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP- 12 . 5) 334- 143A 1 . 75" 42 , 591 SY ASPHALT CONCRETE SURFACE COURSE (TRAFFIC C) (SP- 3341 -13C 9. 5) ( 1 .25' 42 , 591 SY 339A MISCELLANEOUS ASPHALT PAVEMENT 147 TN 350= 1 - 1 PLAIN CEMENT CONCRETE PAVEMENT 6" 1 ,068 SY 00310.23 FAPublic Works%ENGINEERING DIVISION PROJECTS\0545,WTh Ave SR60 to 57th St (Arcadis)WdmimtBid DocumentslAddendum #1Mtemized Bid Schedule-0545 ADD1 .xls F * ADDENDUM #1 11 -94012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ua i Q _ � IInR ��:UniEPrice:-.T,`n_ FROM STA 245+90 TO STA 303+00 0545C 400- 1 -2 CONCRETE CLASS I , ENDWALLS 40 CY 415A1 2 REINFORCING STEEL , ROADWAY 1 , 390 LB 425- 1 -351 INLETS , CURB , TYPE 1R5 ', < 10' 10 EA 425A1 361 INLETS , CURB , TYPE 01P-611, < 10' 19 EA 425- 1 =461 INLETS , CURB, TYPE 11J4", < 10' 3 EA 425A1 521 INLETS , DITCH BOTTOM PE "C" 8 EA 425A1 541 INLETS , DITCH BOTTOM PE "D" 1 EA 425-1 -551 INLETS , DITCH BOTTOM PE "E" 3 EA 425-1 -910 INLETS , CLOSED FLUME, TYPE II , DOUBLE BARREL 1 EA 425-241 MANHOLES , P-7, < 10' 3 EA 425-242 MANHOLES , P-7 , > 10' 1 EA 425-2-71 MANHOLES , J-7, < 10' 6 EA 425-3-81 CONTROL STRUCTURE 3 EA 430- 174- 124 PIPE CULVERT, RCP , ROUND 24" S/CD 440 LF 430-174- 130A PIPE CULVERT, RCP , ROUND 30" S/CD 2 , 804 LF 430- 174- 1306 PIPE CULVERT, CAP, ROUND 30" S/CD 60 LF 430= 174136A PIPE CULVERT, RCP, ROUND 36" S/CD 11345 LF 430- 17413613 PIPE CULVERT, CAP, ROUND 36" S/CD 20 LF 430- 174142 PIPE CULVERT, RCP , ROUND 42" S/CD 19175 LF 430A74160m PIPE CULVERT, RCP, ROUND 60" S/CD p 432 LF 430A 75A 18A PIPE CULVERT, RCP , ROUND 18" S/CD 31774 LF 430A75- 11813 PIPE CULVERT, CAP , ROUND 18" S/CD 160 LF 430-175- 184 PIPE CULVERT, RCP, ROUND 84" S/CD 126 LF 430-982- 1 MITERED END SECTION , RCP, 18" 13 EA 440- 1AOA UNDERDRAIN WITH SOCK FILTER 4" DIAMETER 1 ,483 LF 00310-24 FAPublic WorkMENGINEERING DMSION PROJECTSWUS,66Th Ave SR60 to 57th St (Arcadis)Wdmim\Bid DocumentsWddendum #1Ntemized Bid Schedule-0545 ADD1 .xis ADDENDUM Atl 1144012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 054512013008 BIDDER'S NAME: 16em, No Descri -x : a - w s a nt ' -tl ., j � tat • ? v f ,.w,'a t - ::. . ;. , ., ., N:: . . . ,.;, .. ..s•. ,.. ::: , .;?: 4 ;. , ,. �.,, , � . . . , .neE �,'�. . c , Clue . .Unff FROM STA 245+90 TO STA 303+00 0545C 440AA06 UNDERDRAIN WITH SOCK FILTER 8" DIAMETER 244 LF 440-734 UNDERDRAIN OUTLET PIPE 10' 87 LF 51471 -2 PLASTIC FILTER FABRIC , STABILIZATION 320 SY 520- 14 CONCRETE CURB & GUTTER PE "E" 96 LF 520A1 10 CONCRETE CURB & GUTTER TYPE "F" 24,477 LF 522= 1 SIDEWALK CONCRETE , 6" THICK 6, 294 SY 523A PATTERNED/TEXTURED PAVEMENT, CONCRETE 1 ,475 SY 530A RIP RAP SAND CEMENT 57 CY 530-3-3 RIP RAP , RUBBLE , BANK & SHORE 210 TN GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL 536- 1A LENGTH) 3 ,772 LF 5364 SPECIAL GUARDRAIL POST 18 EA 53643 GUARDRAIL REMOVAL 145 LF 536-8 GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY, F& I 4 EA 536-82-24 GUARDRAIL END ANCHORAGE ASSEMBLY - PARALLEL 3 EA 536-82-25 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE II 3 EA 536-85-26 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE MELT 1 EA 550= 102-22 FENCING , TYPE B , 5. 1 '-6.0' , with VINYL COATING 41280 LF 550-602- 13 FENCE GATE, TYPE B, SINGLE , 12 . 1 '- 18 .0' OPENING 3 EA 630-1 - 12 CONDUIT SIGNALS (F&I) (UNDERGROUND 99717 LF 630AA3 CONDUIT SIGNALS (F& I) (UNDERPAVEMENT SAWCU 2" 648 LF 630- 1 - 13A CONDUIT SIGNALS (F& I ) (UNDERPAVEMENT SAWCU 4" 801 LF 630- 1 -22 CONDUIT SIGNALS F UNDERGROUND 1 , 002 LF 63247 1 CABLE - SIGNAL (F&I) 1 PI * 633- 121A CABLE - FIBER OPTIC (F&I) (UNDERGROUND 150 LF * 633- 121 -3 CABLE - FIBER OPTIC (F&I) (UNDERGROUND 96 FIBER 61104 LF 635AAl PULL & JUNCTION BOXES (F&I) (PULL BOX 25 EA 00310-25 RIPublic WorkskENGINEERING DNISION PROJECTSt0545MTh Ave SR60 to 57th St (Arcadis)%AdmtmXBid DocumentMAddendum Mtemized Bid Schedule-0545 ADDI As I * ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 BIDDER'S NAME: Iteiri No 5 :.. Reseri onv% yv . are r :, ,S. . w % n s fi< .Oua ;C1nH .:,Unit Price ` . ;Amouilf``z. FROM STA 245+90 TO STA 303+00 0545C 635AA5 PULL & JUNCTION BOXES F& 1 FIBER OPTICS 21 EA 6391 -21 ELECTRICAL POWER SERVICE SIGNALS 1 AS 639-2- 1 ELECTRICAL SERVICE WIRE 200 LF 646A1 11 ALUMINUM SIGNALS POLE (F&I) (PEDESTAL 6 EA MAST ARM ASSEMBLY (F& I) 150 SINGLE ARM WITH 649-31 - 108 LUMINAIRE 60' 3 EA MAST ARM ASSEMBLY (F&I) 150 SINGLE ARM WITH 649-31 - 109 LUMINAIRE 70.5' 1 EA 650-51 -311 TRAFFIC SIGNAL (F&I ) (3 SECTION 1 WA STD 6 . AS 650-51 -511 TRAFFIC SIGNAL (F&I ) (5 SECTION 1 WA STD 4 AS 653A 91 SIGNAL, PEDESTRIAN F71 LED COUNTDOWN 8 AS 663-74- 11 VEHICLE DETECTOR ASSEMBLIES (F& I) (OPTICAL 4 EA 665- 11 PEDESTRIAN DETECTOR (F& I) (POLE MOUNTED 8 EA 670-5A 10 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA 1 AS 678-1 - 110 CONTROLLER ACCESSORIES F&I PE IV TIME SWITCHL. 1EA 685- 106 SYSTEM AUXILIARIES UNITERUPTIBLE POWER SOURCE 1 EA 685- 120 SYSTEM AUXILIARIES (TELEMETRY TRANSCEIVER 1 EA 685- 128 SYSTEM AUXILIARIES INTERFACE PANEL 1 EA 686-101 CCN CAMERA ASSEMBLY 1 EA 69010 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL 8 EA 69020 SIGNAL HEAD PEDESTRIAN ASSEMBLY REMOVAL 4 EA 690-32A SHALLOW POLE REMOVAL DIRECT BURIAL 2 EA 69050 CONTROLLER ASSEMBLY, REMOVAL 1 EA 690-60 VEHICLE DETECTOR ASSEMBLY REMOVAL 4 EA 690-80 SPAN WIRE ASSEMBLY REMOVAL 1 EA 69090 CONDUIT AND CABLING REMOVAL 1 PI 690100 SIGNAL EQUIPMENT, MISCELLANEOUS REMOVAL 1 PI 00310-26 FAPublic Works%ENGINEERING DIVISION PROJECTS10545=66Th Ave SR60 to 57th St (Arcedis)Wdmim\Bid DocumentslAddendum Mtemized Bid Schedul"545 ADDlAs C _ _ ` ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 BIDDER'S NAME: a s.: 4 -- p .. : .. t a t "zh ak p•- s A °°' '3 , . : xF k ' g . , °p. p , a zQ 'F sa :r, It2tl'1 No .�' bE'BCrI 040 �. oma � kP.�^ ,> . , . .. � .i.. S�S,,„ '•71 w ' , ? 3 _ 9 . ? '� Ua ?: ;u '" ”; `^ ,4�. _ rtit Unk rice. ,3. � ,.. AmcurK FROM STA 245+90 TO STA 303+00 (0545C INTERNALLY ILLUMINATED STREET NAME SIGN (66TH 699- 101 AVENUE) 2 EA INTERNALLY ILLUMINATED STREET NAME SIGN (45TH 699- 101 STREET) 2 EA 700-20A 1 SIGN , SINGLE POST (F&I) (LESS THAN 12 SF) 4 AS 700-20-40 SIGN , SINGLE POST (RELOCATE) • 3 AS 700-20-60 SIGN , SINGLE POST (REMOVE) 19 AS IF SIGN PANEL (F&I) (15 OR LESS) (FTP 25 04) (PUSH BUTTON 700-48A8 TO CROSS 66TH AVENUE) 4 EA SIGN PANEL (F&I) (15 OR LESS) (FTP 25 04) (PUSH BUTTON 70048- 18 TO CROSS 45TH STREET) 4 EA 700-48-60 EXISTING SIGN PANEL (REMOVE) 2 EA 705AA OBJECT MARKER , TYPE 1 1 EA 706-3 R . P . M . BI=DIRECTIONAL AMBER / AMBER 425 EA 706-3-2 R . P . M . BI-DIRECTIONAL WHITE / RED 414 EA 711 - 11 -111 THERMOPLASTIC SOLID TRAFFIC STRIP 6" WHITE 3. 78 NM 71111 -112 THERMOPLASTIC SOLID TRAFFIC STRIP 8" WHITE 0. 53 NM 711A IA23 THERMOPLASTIC SOLID TRAFFIC STRIPE 12" WHITE 1 , 055 LF 711AlA24 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" WHITE 704 LF 711A lA25 THERMOPLASTIC SOLID TRAFFIC STRIPE 24" WHITE 255 LF 711 - 11 - 131A THERMOPLASTIC SKIP STRIPE 6" WHITE 10'-30' 0.47 GM 711 - 11 - 131 B THERMOPLASTIC SKIP STRIPE 6" WHITE 61- 10' 768 LF 711 = 11A70 THERMOPLASTIC WHITE STANDARD TURN ARROWS 50 EA 711 -11 -211 THERMOPLASTIC SOLID TRAFFIC STRIPE 6" YELLOW) 1 . 85 NM 711 - 11 -224 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" YELLOW) 375 LF THERMOPLASTIC DOTTED GUIDELINE (6" YELLOW VAO' 711 - 11 -251 GAP EXTENSION) 288 LF * 7831w6- 1 ITS SPLICE BOX FOR FIBER OPTIC 1 EA LANDSCAPING PERFORMANCE TURF - SOD (ARGINTINE BAHIA) 570- 1 - 1 (INCLUDES: TOP SOIL, FERTILIZER , AND WATERING) 25, 334 SY PERFORMANCE TURF - SOD (ST. AUGUSTINE) (INCLUDES : 570- 1 -2 TOP SOIL, FERTILIZER AND WATERING) 77, 975 SY 00310-27 FAPublic Works\ENGINEERING DMSION PROJEC7S10545MTh Ave SR60 to 57th St (Arcadis)Wdmlm\Bid Documents\Addendum #1\ltemized Bid Schedule-0545 ADD1 .xis f # ADDENDUM #1 11-9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 BIDDER'S NAME: 11 pw IterirNof , Desai tionx. +a . ; ,+, � `:Unita ;sUoltFtrtce# {4Afnountx ' FROM STA 245+90 TO STA 303+00 0545C) 580AA D DWARF INDIAN HAWTHORNE (3G , 12"HT X 1511SPR (24" O . C .) 190 EA 580- 1 - 1G DWARF FAKAHATCHEE GRASS (3G , 18", OA, 24" O. C:) 190 EA 580AAH RED TIPPED COCOPLUM (3G , 24" HTx18" SPR , F, 30 O . C .) 285 EA 580- 1AJ DWARF FIRE BRUSH (3G , 24" OA, . F , 30" O . C .) 225 EA 580AAK WAX MYRTLE (3G , 30"HTx24" SPR , FTB , 36" O . C.) 337 EA COMPACT SIMPSON'S STOPPER (3G , 30"HTx20" SPR, FTB , 580- 1AL 30" O . C.) 225 EA 580- 1AM IMPERIAL BLUE PLUMBAGO (3G , 18" OA, F , 24" O . C .) 95 EA 580AAN CROTON "MAMMEY" (3G , 24" OA , F , 24" O. C .) 566 1 EA 580-1 -1P GREEN COCO PLUM (1G , 18"HTx12" SPR , F, 36" O . C .) 364 EA WAX MYRTLE (FOR LITTERAL ZONE) (3G ; 18" OA, FTB, 24" 580- 1 - 1Q O . C .) p364 EA 580- 1 - 1R SAND CORDGRASS (1G , 12"HTx10" SPR . , F , 30" O . C .) 525 EA 580- 1AS JOINTED SPIKERUSH (BR , CLEAN , Free of Weeds, @ 24" O .C .) 2 ,330 EA 580AAT PICKERAL WEED (BR, CLEAN , Free of Weeds, @ 24" O .C .) 19165 EA 580AAU DUCK POTATO (BR , CLEAN , Free of Weeds , @ 24" O . C.) 11165 EA 580A1 2D JAPANESE PRIVET TREE (CG , 12' OA, 8' CT, STD, F, SP , A . S.) 6 EA 580A1 2E LIVE OAK (FG , 12' HTx6' BPR , 3"C, F, SP , HO A . S.) 10 EA CABBAGE PALM (FG , 8'-20' CT HT, BTD OR SLK TR , Sun 580A1 2F Grown , HV, CAL, SP , Hurricane Cut, A.S .) 60 EA 580- 1 -2G FOXTAIL PALM (FG , 8' GW, Full Head , No Scars, SP , A. S. ) 12 EA 580A1 2J RED MAPLE (7G , 5' OA, 1 "C) 22 EA 580A1 21< BALD CYPRUS (7G, 5' OA) 27 EA IRRIGATION SYSTEM , COMPLETE (INCLUDES WELL, PUMPS , 590-70 ELECTRICAL SERVICE CONDUIT, SPRINKLERS , ETC .) 1 LS LANDSCAPING (WINKLE RESIDENCE BUFFER) 580- IAA AMERICAN BEAUTY BERRY (3G , 18" OA, F) 113 EA 580A1 iB SPANISH STOPPER (3G , 18" OA, F) 30 EA 580- 1AC FLORIDA PRIVET (3G , 18" OA , F) 10 1 EA 00310-28 F:1Puhlic Works1ENGINEERING DIVISION PROJECTSW545.66Th Ave SR60 to 57th St (Arcadis)Wdmim%Bid Documents\4ddendum #lVtemized Bid Schedule-0545 ADDlAs * ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: FROM STA 245+90 TO STA 303+00 0545C 580AAD THRYALLIS (3G , 18" OA, F) 21 EA 580AAE FIRE BRUSH (3G , 18" OA, F) 18 EA 580- 1 -1 F COMPACT SIMPSON'S STOPPER (3G , 18" OA, F) 30 EA 580AAG WAX MYRTLE (3G , 18" OA, F) 87 EA 580AAH SAW PALMETTO (7G , 18" OA, F, @ 24" O . C .) 33 EA 580AAJ WALTER'S VIBURNUM (3G , 18" OA, FULL, 24" O . C.) 31 EA 580- 1 2A EAST PALATKA HOLLY (FG , 12' HTx6' SPR , 3" Cl SP A. S.) 10 EA MUSKOGEE CRAPE MYRTLE (65G , 12'x6' , 8CT min . , STH SP 580- 1 -213 A . S .) 11 EA 580A1 2C LIVE OAK (FG , 18' HTx9' SPR , 4.5"C , SP , RPG OR EQUAL) 9 EA 580A1 213 DAHOON HOLLY (45G , 12' HT, 20RC , SP , STD 3 EA 580A1 2E RED MAPLE (FG , 18' HTx10' SPR , 4" C , CH , SP , A. S .) 5 EA 580- 1 -2F BALD CYPRUS (FG , 18' HTx10' SPR , 4" C , CH , SP , A . S .) 3 EA 580-1 -2G WAX MYRTLE (FG , 12' HTx6' SPR , 2" C , SP , A.S.) 10 EA 580A1 2H MAINSTREET MAGNOLIA (65G , 12' HT, 2" C , SP , STD) 3 EA FLORIDA SLASH PINE (FG , 18' HT x 10' SPR , 4" C , CH , SP , 580-1 -2J A. S) 4 EA 580-1 -21< SAW PALMETTO (FG , 18' HT x 10' SPR , 4" C , CH , SP , A. S .) 4 EA ROADWAY IMPROVEMENTS 45TH STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 ILS1 SUPERSTRUCTURE CLASS II CONCRETE (FOR CLOSURE POURS BETWEEN 400-24 DECK UNITS) 13 CY REINFORCING STEEL (FOR CLOSURE POURS BETWEEN 415- 1 -4 DECK UNITS 990 LB PRESTRESSED PRECAST DECK UNITS (18" X 4'4" X 36'-0") 450-88A8A 12 REQUIRED 432 LF PRESTRESSED PRECAST DECK UNITS (18" X 41-6" X 36141) (2 450-88- 1813 REQUIRED) 72 LF 460-70-2 ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 74 LF 521 -5- 1 • CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 37 LF 00310-29 FVubliic WorkMENGINEERING DIVISION PROJECTS105456STh Ave SR60 to 57th St (Arcadis)MrnimlBid DocumentMAddendum #1Utemized Bid Schedule4)545 ADI)iids r * ADDENDUM #1 11 -94012 ITEMIZED BID SCHEDULE PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: Item:Na�! « '•..,' .. Desai gon..4'�:,.:?`,-s�,wast' ,_ l : .m ' . n.,;`tLJ`�` �„ �a¢ ,,.�.� .s.,, -+ x�r« '- � _ < . , ,, •:� T, QUa . ,'lJfift �q 1ri11tP!(G2'�t`.5 �` pRl tit��, �t '. . .x FROM STA 245+90 TO STA 303+00 0545C CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL 521 -54 SHAPE) 37 LF SHOULDER CONCRETE BARRIER WALL (INDEX 410 - 521 -72-3 CANTILEVERED WALL) 66.00 LF SUBSTRUCTURE 400-2-5 CLASS II CONCRETE FOR PILES CAPS 76 CY 415- 1 -5 REINFORCING STEEL FOR PILES CAPS 12 , 122 LB PRESTRESSED PILES 455- 133-2 18" s X 60'-0" MINIMUM EST PILE - ABUTMENT) 1 EA 60 LF 455-342A 18" s X 4541 MINIMUM (ABUTMENT) 19 EA 855 LF 455-3428 14" sq X 404' MINIMUM (WING BEN 12 EA 480 LF 8" X 8'4' X 12'-0" PRECAST CONCRETE SHEET WALL (26 455- 145A EA) 312 LF SIDEWALK & MEDIAN 400-24 CLASS II CONCRETE 8 CY 415- 14 REINFORCING STEEL 343 LB APPROACH SLABS 339- 1 MISCELLANEOUS ASPHALT PAVEMENT 2 TN 400-2- 10 CLASS II CONCRETE 112 CY 415- 1 -9 REINFORCING STEEL 199570 LB ROCK RUBBLE (CANAL EXCAVATION AS REQUIRED SHALL 530-3-3 BE INCLUDED IN THE COST OF THIS ITEM) 1 ,232 TN 715-2A 17 12 oPVC CONDUIT 152 LF 45TH STREET BRIDGE 49TH STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE CLASS II CONCRETE (FOR CLOSURE POURS BETWEEN 400-24 DECK UNITS) 13 CY REINFORCING STEEL (FOR CLOSURE POURS BETWEEN 415- 14 DECK UNITS) 990 LB PRESTRESSED PRECAST DECK UNITS ( 18" X 414" X 36141) 450-88-18A 12 REQUIRED 432 LF PRESTRESSED PRECAST DECK UNITS ( 18" X 4'-6" X 36'-011) (2 450-88-186 REQUIRED 72 LF 00310.3o FlPublic Works'ENGINEERING DIVISION PROJECTSt0545E6Th Ave SR60 to 57th St (Arcadis)Mmim\Rd Documents\Addendum #llltemized Bid Schedul"545 ADDl ids " ADDENDUM M 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S .R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: Item`Na Descrl orr J {i a a:. ,s , x' rx ` Am ". . . k}`. ` , ` QUa Unfft > �s' llrilt`P�Ice a , 4k*/lmowit FROM STA 245+90 TO STA 303+00 0545C 460-70-2 ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 74 LF 521 -5- 1 CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 37 LF CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL 521 -54 SHAPE) 37 LF SHOULDER CONCRETE BARRIER WALL (INDEX 410 - 521 -72-3 1 CANTILEVERED WALL) 66. 00 LF SUBSTRUCTURE 400-2-5 CLASS II CONCRETE FOR PILES CAPS 76 CY 415A1 5 REINFORCING STEEL FOR PILES CAPS 12 , 122 LB PRESTRESSED PILES 455- 133-2 18" sq X 60'-0" MINIMUM EST PILE - ABUTMENT) 1 EA 60 LF . 455-34-2A 18" sq X 45'-0" MINIMUM (ABUTMENT) 19 EA 855 LF 455-3426 14" sq X 404' MINIMUM (WING BEN 12 EA 480 LF 8" X 804" X 1204" PRECAST CONCRETE SHEET WALL (26 455- 1445A EA) 312 LF SIDEWALK & MEDIAN 400-24 CLASS II CONCRETE 8 CY 415- 14 REINFORCING STEEL 343 LB ' APPROACH SLABS 339A MISCELLANEOUS ASPHALT PAVEMENT 2 TN 400-2- 10 CLASS II CONCRETE 112 CY 415- 1 -9 REINFORCING STEEL 19, 570 LB ROCK RUBBLE (CANAL EXCAVATION AS REQUIRED SHALL 530-3-3 BE INCLUDED IN THE COST OF THIS ITEM) 11320 TN 715-2- 117 2" PVC CONDUIT 152 LF 801 TRENCH SAFETY COMPLIANCE OVER 5' SEE SEC . 00454 1 LS 802 TRENCH SAFETY COMPLIANCE SHORING SEE SEC. 00454 1. LS 803 PUBLIC CONSTRUCTION BOND 1 LS STA 245+90 TO STA 303+00 0545C SUB TOTAL 00310.31 PIPublic Works%ENGINEERING DIVISION PROJECTS10545,66Th Ave SR60 to 57th St (Arcadis)U4dmim0d DocumentsWddendum #111temized Bid Schedule,0545 ADD1 .rds r _ ' ADDENDUM #1 11 -9-2012 ITEMIZED BID SCHEDULE PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 BIDDER'S NAME: 0545A SUBTOTAL 05458 SUBTOTAL 0545C SUBTOTAL FORCE ACCOUNT 750 ,000 .00 OVERALL PROJECT TOTAL TOTAL PROJECT BID AMOUNT (IN WORDS) . LS = Lump Sum LF = Linear Foot EA = Each SY = Square Yard TN = Ton PI = Per Installation CY = Cubic Yard AS = Assembly LB = Pound NM = Net Mile GM = Gross Mile PD = Per Day MH = Man Hour NOTE : IF THERE IS A DISCREPANCY BETWEEN THE PLANS (SUMMARY OF QUANTITIES) AND THE ITEMIZED BID SCHEDULE THE BID DOCUMENTS WILL GOVERN . 00310-32 FAPubGc Works%ENGINEERING DIVISION PROJECTS\0545.66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents)Addendum #1Utem¢ed Bid Schedul"545 ADDI .As Board of County Commissioners c 180127th Street Vero Beach, Florida 32960-3365 Telephone: (772) 5674000 Fax: (772) 7784391 PRE -BID MEETING MINUTES NOVEMBER 7, 2012, 10 : 00 A. M. INDIAN RIVER COUNTY ADMINISTRATION BUILDING Room BI -501 Project Name : 66"' Avenue Roadway Improvements (South of SR 60 to North of 491 ' Street) Project Number: IRC 0545 & 0370 Bid Number : 2013008 Owner : Indian River County Attendees : Ben Baummier Felix Associates of Florida , Inc . Ron Richards Felix Associates of Florida , Inc. Jon Ritchey Hubbard Jas Agramonte Siboney Robert Bounds Prince Contracting Don Helms Community Asphalt Moe Moussaui J.W. Cheatham , LLC Brian Driscoa Ocean Bay James Drawdy Drawdy Construction Matt Aiello Gerelcom John Ballon Johnson Brothers Corp Tom Dearnell Chavis & Dearnell, Inc. Glance Brasil Astaldi Construction Corp Paul Bonser Hubbard Const. Robert Lightfoot Hubbard Const. John Lenti The Murphy Const. Company Charles Leg SEMA Construction Bruce Quean Southland Construction Jake Ridinger Gerelco . Richard G. Forlifer Dickerson Florida, Inc. Rick Forlifer Dickerson Florida, Inc. Bill Yoder Ranger Construction , Inc. Adam Litt Blue Goose F^Public Worlcs44ENIGINE- EPdNG DIVISICII\ PROJECTS:0545-66Th Avc SR60 to 57th St {ArcadisY•1l�dmini\sid Documents Prc-Bid.Prc-hid meeting minutes 11 -7- 12.doc F Tom Hammond Range Road Mine Martin Kenealy Lucas Marine Construction Thom Lardfere Jonson-Davis H. C . Johnson Jonson-Davis Barry Mandell Southeast Guardrail Randy Tyo Pipeline Utilities Tim Rose Tim Rose Construction Andres Diaz Ric-Man Int. Ben Guettler Guettler Brothers Construction Richard Bussell Miller Legg & Associates Arjuna Weragoda Indian River County Engineering Jill Williams Indian River County Michael Heller Indian River County Engineering Hank Deibel Arcadis U. S . , Inc Gordon Sparks Indian River County Utilities . D . Howard Indian River County Engineering Brian Rheault Bridge Design & Associates Brian Good Kimley-Horn & Associates Jennifer Hyde Indian River County Purchasing Bill Debraal Indian River County Deputy Attorney Notes By : Arjuna Weragoda The following meeting notes set forth our understanding of the discussions and decisions made at this meeting. This was a Mandatory pre-bid meeting. ALL present were instructed to sign the attendance record to be qualified to bid on the subject project. The Contract Details were outlined as follows . Bid opening : Wednesday, November 28, 2012 at 2 : 00 PM Contract time : Substantial Completion — 470 calendar days from Notice to Proceed , Final Completion — 500 calendar days from Notice to Proceed Request for Information (RFI) or Clarification : Cut-Off-Date and Time is Monday ; November 19,19 2012 at 8 : 30 AM. It was stated that Local Preference will not be used in the award of this bid. Since a portion of the project is funded through a State Grant, ALL prospective bidders were told that they must be PRE-QUALIFIED with FDOT. PRE-QUALIFICATION with FDOT must meet some facet of the subject project. Therefore, please submit the print out from FDOT ' s website in your bid package (this is not mandatory) . The PRUv E must perform with his/her own organization, as stated in Section 84 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, which states work amounting to no less than 40% of the total Contract Amount. P :Tublic Works`1NGINLLRING DIVISION PROJL'C'I '5%0545-66Th Ave SR60 to 57th Si (Aradis );Admim;l3id Docurnents'.1''re-13id %.Pre-bid meetine minutes I 1-7. 12. doc The CONTRACTOR and its SUB CONTRACTORS must utilize the United States Department of Homeland Security' s &Verify system to verify the employment eligibility of all new employees. This applies to your SUB CONTRATORS as well . The Project Consultants were introduced as follows : Arcadis US . , Inc . — Hank Deibel Kimley-Horn & Associates . , Inc . — Brian Good Bridge Design Associates, Inc. - Brian Rheault Lucido & Associates — Sub Consultant to Arcadis Masuen Consulting, LLC- Sub Consultant to Arcadis Indian River County Engineering Division PROJECT DESCRIPTION: The proposed improvements . to 66th Avenue consist of the widening and reconstruction of the roadway to a 44ane divided roadway section from SR 60 to north of 49d' Street. Curb and gutter and a raised median will be provided. An eight-foot wide concrete sidewalk will be provided on the west side of the roadway. The existing bridges at all intersecting side streets will be removed and replaced . The side streets on the east and west of the intersection approaches will be widened and reconstructed to a three lane roadway section. The three lane section on the side streets will consist of: • One 12400t wide travel lane in each direction • A 12- foot wide left tum lane • Two 4 ' paved shoulders with a sidewalk along the north side • Five foot (5 ) utility shelf on both sides The side streets will transition to match the existing two lane roadway section east and west of the intersections . A closed storm water drainage system will be constructed within the project limits . The storm water drainage system will consist of inlets and a subsurface pipe system to collect and convey storm water runoff from the roadway. From North of SR 60 to 26th Street, storm water drainage will be conveyed to the Vista Plantation development for water quality treatment and attenuation. From 26th Street to 33rd Street, storm water runoff will be conveyed to the Trillium development for water quality treatment and attenuation . North of 33rd Street five (5) storm water detention ponds will be constructed along the west side of the roadway to provide for water quality treatment and attenuation in accordance with the requirements of the Indian River Farms Water Control District (IRFWCD) and the St. Johns River Water Management District (SJRWMD). New traffic signals will be installed at the following intersections : • SR 60 and 66th Avenue • 26th Street and 66th Avenue • 41st Street and 66th Avenue • 45th Street and 66d' Avenue F:'Tublic WorkALNGI\LL UNG DIVISION PR0! LCTS\0545-6611 Ave SR60 to 57th St (.Aratdis) Admfin%J3id L)vcwnetits`.Yre-BidtYre-tiid meetine minute: I1 -7- 12.doc F New bridges will be constructed at the following intersections . • 33rd Street and 66th Avenue • 37th Street and 66th Avenue 41 st Street and 66th Avenue • 45d' Street and 66th Avenue 49th Street and 66th Avenue The project will be administered by Indian River County (IRC). CORRESPONDENCE/LINES OFAUTHORIm All project correspondence should be addressed to Jerry Davis, Purchasing Manager, Indian River County, Engineering Division, 1800 27d' Street, Vero Beach, Florida 32960 during the bid process — purchasing@a ,irc og v. com Construction Phase will be turned over to D . Howard, Construction Coordination Manager with an Engineering Inspector assigned . The bridge inspection will be performed by Indian River County, Bridge Design & Associates and Kimley-Horn & Associates staff. PROJECT DISCUSSION: • SCHEDULE: The winning contractor is to submit a construction schedule for the sequence of construction as soon as possible, preferably within 5 -days .after the award of bid . • TIME OF COMPLETION The time for completion is very essential on the subject project. A portion of the project is funded by the State, hence the reimbursable funding is time sensitive. Strict adherence to the schedule will be required and monitored. Several questions were raised with regards to time of completion. The questions were mainly in regards to if the County would entertain work beyond the normal hours operation (7 : 00 AM to 5 : 00 PM) and if so %what is the responsibility of the Contractor. The County will entertain work beyond the regular hours. If the subject work does not require inspection or materials testing, the Contractor may work after hours with prior notice to the Construction Coordination Manager. If the work requires inspection and testing, then Contractor will be responsible to coordinate this work with the Construction Coordination Manager and also reimburse the County for inspector' s time and any overtime incurred by the materials testing technician . The County inspectors are paid an average $ 33 .38 per hour regular time. This rate will be multiplied by 1 . 5 for any overtime. The County Inspectors will work their regular schedule which is Monday through Friday except Indian River County observed holidays. • FIELD OFFICE The Field Office must be established within the project limits. There might be a potential site on the west side of 66th Avenue between 37th Street and 41St Street. The Contractor will need to negotiate the details with the property owner. I;A'ublic Works\LNGINEER] ING DIVISION PROJLCTSt0545-66Th Ave SR60 to 57th St (Arcadisl'•AdmimU3id DocuinentstPre-Bid�.Pre-bid meelins minutes I I 4 - 12.d00% • ITEMIZED BID SCHEDULE The bidders must fill-out the Itemized Bid Schedule within the Contract Documents. Bidders can utilize their own document or software to work-out the numbers , the actual Itemized Bid Schedule that is a part of the Contract Documents must be submitted to Purchasing with the Bid Package. IRC will be sending a revised Itemized Bid Schedule with Addendum No . l to reflect the stationing changes on pages 18 through 22 and revisions to quantities on pay items . Many questions were raised regarding obtaining the Itemized Bid Schedule on an Excel or other electronic format. After further consultation with County staff, Indian River County will not provide the planholders an Excel file of the Itemized Bid Schedule. •. PERMITS The County has obtained the following permits : St. Johns River Water Management District (ERP) U. S . Army Corps of Engineers Indian River Farms Water Control District FDOT The CONTRACTOR shall be responsible for obtaining the necessary NPDES permits. • MOT The winning bidder must submit an MOT plan to be approved by IRC Traffic Division. The MOT plan must adhere to FDOT Design Standard Index 600 and Technical Specification 102 . During the construction of the bridges, the Contractor is allowed to close for through traffic for a period not to exceed 120 calendar days per roadway/bridge. Contractor may elect to have a maximum of three roadways close at the same time, but the three roadways to be closed can not be consecutive roadways. Further details on the closing can be found under Division 2 Technical Provisions Section 102 (F). • RIGHT-OF- WAY A majority of the work will be within Indian River County right-of--way. At this time the County has not acquired a piece of right-of--way at the northeast corner of 66ffi Avenue and 49h Street. If the subject right-of--way is not acquired by the time of bid award the project may be terminated south of 49h Street or an alternative design may be proposed. OFF RW IMPROVEMENTS A landscape buffer will be installed at the northwest corner of 66b Avenue and 451' Street outside the Indian River. County right-of4ay. Also, a gravity wall and fill will be constructed on AT&T property south. of the Vista Plantation driveway entrance. • WORK BY 0WNER Construction materials testing will be performed by IRC ' s consultant Bridge Inspection and PDA testing will be provided by IRC ' s consultant !; J'ubiic Work NGINL'MNG DIVISION YR0JLC' 1'S .()545w667 h Ave SR60 to 57th St (AnadisllAdmun%J3id DocuinentsiYre-Bid\Pre-bid meeting minules I I47 12. doc QUESTIONS FROMPLANHOLDERS 1 . Can the county please provide the bid form for project 2013008-0-20131jh in Excel format. There are 3 portions of this bid form an a total of 30 pages. It doesn 't matter if the cells are locked to provide the county with added securityjust having it in Excel will allow us to work more efficiently. No. Indian River County will not supply an Excel spreadsheet of the bid schedule. Indian River County will require the Itemized Bid Schedule in the Contract Documents to be filled- nut and submitted as part of your bid package to maintain consistency in the format. 2. On page 002004 of the Instructions to Bidders under section 3. 01 paragraph 7 it states that all bidders must be prequal f ed with the FDOT . On page 00310-2 of the Bid Form it further states that the Bidder is to be FDOT certified for Road and Bridge construction. Will you accept an FDOT certified Road contractor as the Prime contractor and an FDOT certified Bridge contractor as the Subcontractor for this project? Yes. 3. Can you provide an Autocad file for this project? Indian River County will provide an AutoCad file of the design to the winning bidder. We will not provide the CAD files in the bidding phase to any planholders 4. The P attachment calls out an "Appendix C — Exhibits ". The 2"d attachment has no callout for same. "Appendix C — Exhibits " section could not be found in the bid documents. Please confirm that there should be, or not, an "Appendix C- Exhibits " An Appendix C labeled "Exhibits " is not apart of the subject contract documents. It was an oversight by Indian River County to include that language in Section 00520 Article 9- Contract Documents. . 5. Description ofpay item 6334214 is Cable-Fiber Optic (F&I) (Underground) (Single) (1-25), What singlemode fiber optic strand count is required for this project? 12 strand singlemode fiber or 24 strand singlemode fiber? A 96 strand singlemode fiber will be required on the trunk line and 12 strand singlemode fiber at the signalized intersections. The Itemized Bid Schedule has been revised to include an additional pay item reflecting the 96 strand fiber. 6. On the tabulation of quantitiespage there is a quantity of 2, 239feet offiber for drawing T 10 but . on the actual drawing T- 10 it shows only details ofsigns and signal heads: Is the quantity of 2, 239 feet shown on the tabulation of quantities page T- 10 supposed to be listed in the T-11 column and if so shouldn 't the total quantity ofpay item 633-121 -1 on drawing T-11 be 2, 568 feet? The correct quantity should be 2, 739-LF. Sheet T-11, Sheet 31 and the Itemized Bid Schedule has been revised to reflect the changes accordingly. 7. On the tabulation of quantities page there is a zero quantity ofpay item 633-1214 for thawing T- 14 but on the actual drawing T44 there is a quantity of441 feet ofpay item 6334214 Cable Fiber Optic (F&I) (Underground) (Single) (145). Should the tabulation of quantitiespage be adjusted to show this amount? F:\PubLc Wor1:s\ENGINEERING DIVISION PROJECTS\0545-66th Ave SR60 to 57th St (Arcadis)\Admim\Bid Docmaents\Pre-Bid\PreNd meeting minutes 11442 .doc r -- The Tabulation of Quantities Sheet T-2 has been revised to account for the additional fiber. 8. Does the grand total ofpay item 6334214 include the 50 feet of service slack that is required per slack/splice box? The quantities have been revised to include the 50 foot service slack; 9. Are there any fiber optic terminations, fiber optic fusion splices or fiber trays required for this project or is the fiber optic cable just being installed for this portion of the project? Yes, the contractor will have to make the connection to the existing fiber optic cable at SR 60 & 6e Avenue. We have also added a Pay Item 783-61 "ITS SPLICE BOX FOR FIBER OPTIC. " 10. Why are the units different on Pay Items 2864 (Turnout Construction) and 28&2 (Turnout Construction Asphalt) ? The 2861 Pay Item refers to total construction and 286-2 refers to placing asphalt on existing asphalt driveway& Please refer to Pay Item Footnotes on revised sheet 33. • UTILITIES Known Utilities are as follows : FPL City of Vero Beach Electric Comcast AT&T IRC Utilities ADDENDUM #1 Changes to Itemized Bid Schedule. The two irrigation wells have been revised to 4" wells from 6" wells. Please note that the Irrigation Pay Item is a Lump Sum item. The meeting was adjourned at 11 : 15 A.M. F.Tublic WorkstENGLNEERING DWTStON PROJECTS10545-6M Ave SR60 to 57th St (Arcadis)1Admim\Bid Docmnents\Pre-Bid\Pre-bid meeting minutes I ] 47 12.doc I I SUMMARIES OF QUANTITIES PROJECT NO . 0645A a PAY ITEMS . - OTY. gq PRACE PAr ITEMS077. PRDE owl. Apfllmlkn I IS % 'Cmmllt kel Cdff . Rmwa I P7 ODP I Ya anmCs 0r Traffk I IS 00 S Esuip®m1. 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Nam Traffic Aamm*v RWmml 8 EA fl' m N0. REVISION, BTe DATE , -SCALEe N.T. S . 9" ADDED PAY ITEMS OF 71 -B- 12 APPROVED• SUMMARY OF QUANTITIES L SHEET, 71 �/� J Deportment of Public Works 043404. 6, F , OF . 275 CHECKED• HIO, {� ARCADIS U . S. , INC. Engineering Division DATE • 12- 16 66 TH AVENUE PROJECT NO. 31057 2081 VISTA 691 - T000PARKWAyo P*FA%ST P( 5611 697-7751ALM BEACHP FL 33x11 FIELD BOOK NO. SOUTH OF S,Re 60 TO NORTH OF 57TH ST4 IRC_JOR-Wo ..1105WAMA10A6UN0R00164an 11AVA/212:1228 PN - i SUMMARIES OF QUANTITIES PROJECT NO ., 0545C PAT ITEMS OTT, EW FNC£ PAr ITEMS OTT. :CLO/ I Yo0llfmlke I L5 . 0550 ww FmXs Gale, B. Sila. FTO.O' 17pM J EA r Ao7dananp W Tram: / L9 0530 I , 'fibld Cmekv 57 CT O0f 0 J 5m/mmd Basler LBO !f OSb J J l6me. BeY A Sears LH T8 OMA FAW rulbd/ Barrier . . . . ... .. . .. 58D. 0570 11 Pwrimemana Turf P57J• 9 - pN. H. Soo iracelrf7_Prratdkn Dake . .. . . . 9 , EA 090 I P Pailarmmce urf. Seo t - 7!975.. Sr .. . . 001 H Mel Prdaa/kn m N EA 0610 / A: .Gbrbuit-S (Fb1 dAele rmaMl . g7f7 1F . NCI tlP0E5 lace ! 06M 1 O I-5 IFYI mde 5pmrrl IF c aou H8. IF 06O I I Lkor i G / 0630 ! OA CMNA-S ffY/ R!m SOMntI It COMriA BOf O% OAO. J NtwVA EAMM 5fruCkfe fprdrM) 5 EA - 0sm f 22 Cbv&in-S ffl sm! 1 +,Yp an I Reyukr Emsaofkn 6 Cr U632 7 f Cama-S IFYI 1 p . 5 CTapd Emawdm !Lore fumy^ M.1 Q' . . - . . . 0677 IPJ I Cama-Fkar 4dk IFYI road! fr2 LbNd 00 2F �. OBO 6 EXbm*mW, CL WWIO N 7750E a OW -0 J GYe-Fker G#k IFYI rwMl 296 Cave) W4 YF . m Fkwo fi Fld . . ... . . .. . .. . ... DO A. . _ , 0635 Iii Pld/ 8 Adwka Sams lF6U Oitll tbd ES £A 044'1 1 tM B SIa WWfkn 67928 9 W83 '71 Pull 8 AnWim Boren (FYI rtAler' ORlksl .21 EA .. 28909 cwkm am. Bala Draw 09 . ..... . .. . . . .. . . . . . . ... . .. 594H 9' 063910 Ekdrkd lArer �5aska I AS OM I TuraM Carmnctka 2m S7' ' 0679 '2 T Eledrkd Seake Tire " ' ' - '- ROD W 0286 P Turnout Corofntika-AvyMr dB TMam 1 9 , Pak (FYI rPm sw 6 EA DMI I W Supryae AWdtk CacrMe. Traffic C, SP-2.5, 1 J/4' TAlOt 1E591 n ow if.08 Iksl Arm (FCO 1601 IS1101 Arm B/LuW I®1 J EA OJ34 I l7C Aapfnd QWrM Surfanx Cburee. irdfk Ca SP-9. . I V4' 42591 ST 066 J/ 109 Iks1 Ara Ass (FYI f60) 6 Arm A/Dad RV,S) I EA ! a/ ADrdr POVanmd M TN Of297 'Y Jll Trafrk S IFYI rJ Sid i--w(w) ISTD) - 6" AS 0750 I ! Pick Cacao Cacrda Pora w* 6' 061Sr '. ' 0650 f 59 Trdrk S ff 1 3 Sect 1-P' I fSTW 4 AS OCC / P Oxrek Clara 1, Erd dU 40 Cr ' - 0657 !% S , Pmnmrkn rF7/1 f A5 016 I l Melnfordn7 Sfed, AONkaw 1390 to 0667 74 s Vedde DOW ASS&WAM IFYI WIDW 4 EA 0025 l75f Mda. WrA T P-5. C0' 0 EA OW8 Pmearkn D"r 0727 DOWlMMmi B EA DIES /761 Mals, Lab, Tjpa P-6. QY H EA Yraffk CWroda Asmm* ffYl (REMN I AS 0425 a Mda, aurD, Two J4. Ara 7 EA 0671. 1 A7 Cmrroder A=Mrfa lFBf) f7wp N TAM S HW I EA 04P5' SPI edets, 07fM av ma, two C• C0' 8 - EA 0685 06. SNOW AruAkrla ItMe toe Power SwrW I . EA 0425 61/ bdds, O1M1 ammo. too D, Cu I EA am r27 AurDkrla fTalaw TrroxslJsn I EA Di 65/ was. DAM Bokm. Two E. C0' J EA 0505 09 Swa1m Aurpkrfa 2MSAaa F001 / EA HD Mars, loam Fkaw. wase ft bxwa Brrral I EA 05M AD 0bred UAW TddfMM E40m (FYI (Camera AMT*i I EA 095241 mmwcs. P^Te Cn J EA'- 0690 D 5 !read Traffic AssMM Mama B 01ffi P Q dadWa, P7. - - I EA 0697 ffi S PededrWl . ResmW I EA 0425 E elm amm J- • Cu6 EA 0690 32 / Mr ISadmr7. fOlracl Burldl _ _ Y EA ari Chdro1 Stnmgre EA 000.50. Obdraw , mamma I 'EA. _ P WaerJ. RCP. SlCD .1 IF'- OWO 0 DeledOr VOWS Ass=* Ream • fA ♦ Pbe OAerl. S/CO 160 01690 80 . 'Span Vire Ramco eeeee1121 P1p 1. RLP. Read. 410 0690 97 : LbnOd/ 'Am _' . Rears I . % . . . P400 OMrf. . MIX100. S/CO LF C99D W- S . EOubadd. YYsaOamap Meal)" 1 p 47004!70 I. CAP. HSAd.'" SAD 9 0999 I d mwabow Awl P EA 4TD�4L% Pip CNVerl, ACP. StW 045 IF Om I A' DTamb" Zv MIN St) - L - EA .1475. Plp_ObefJ,. CAP. Awa, V SICO _ 20 IF 07W 8D X 5yod PmJ q Five Cww Inan-12 SF 4 AT CMP 740 CAvr1. AGP. AW00. C2 YS 07W 20 40 Sk2fe.Pw S . Rekmlr J AS ♦ Pbe , im ammes 60` 540 472 IF WOO 2O Hl S Sfpn. Raom . B AS 'f>I705Q! Pbe rt.. STJT im OR70 48 H 5 Rela1 0'2X6 or LessXFTP P5 OQP40 Bdlae To Cress 61de"AEA7jjZjjNW Alam Em II 07W 41 H � 5 alm6YX or Las IF m Duan o Crass 4SIA EAOIp O plderd arm San FNW f d/mderl IF OFW 48 W EAk/- as rBeaoral AI O t6derdrak v A Sur ter dT dfmderl !F- 0705 / 1 Ow !brew: ryas I EA♦ UMGrdrok 0" Pbe. 87 J 'Metro adka PaVMW Mortars /AWWZAmber/ - fAY P k FOfer Fahr . 9 0705 J ROM R4Maalke ROPaoad !tartars e/Re0 A0 0 07a e0. TAermapbslk. SNmre. ■AlPo. Sola. C eaCm da r0 8 br. - ME 07aNaMrmgolns/k. rdIYfa. Sob, 4- ry 070 AM 'TAeragaasl Stmdare: OrNros salty. I P erawrolurm de d 1124 Teareaplmlk, Stadaro. - e. Sold. _ 704 IF vsyu / / mraff - Roams 7' m Pipe Pod LOWN 079 A1$ TAEne! afk, . 11Nfe. , N . 255 IF 7 ' 6mroral Post Wtl 1471 Taeroansfk. SMdard. mNle. A . . 0,0 GY 0575 8 k AmkA 07tl 051 TrmrmoplKsfk, SAwWrd: Rdk. Sab. . 6-0 Sdp IF O.SJ6 pard now" 071 ARM Tlmrmwadk, 5AUMM, MNro. Arfan 50 EA 85 P1 pmroron Em Amsm AssmWy - Pordfal WA 8211 TMrmoplaslk. Sfaiderd, !ewer. Sand. CS' vwrdrad Em AmYmrap Atsmow "Type "A - - ' Wtl AEE• 7eermpasfk. SA !roe raAlm, 5oAd. 37585 ffi - Type MELT 070 AP9 TMrnopkark, S/mlbrd. Tdkr. Odfm/prW 0 p✓pEdmsW 65 288a'V9pm llq 0717 6' I !TS Ikl Por Filar Wk / EA IOC 4 Aemro Dmrinpa I LS XC 5 Brk9a AfimmaW aro RCW&wd (45M Sired am m Srreall ! f5 m N0. REVISION, BT . DATE• rA E , N. T. S. g ! 1 ADDED PAT ITEM BF 11 -1• ia pr7� OVED. SUMMARY OF QUANTITIES SHEET. 32 bEXJOrtment of Pub/ic Works a• B. F. OF . =TS Me gB- ' TH AVENUEARCADISu . S• I INC. - Engineeri� D�V�s�On . 12- 16PROJECT N0. A1053V156111P 9770DO.pFAXST P 561 ) 697 -7751FL ALM BEAClig33111 LD BOOK N0. SOUTH OF S.R. SO TO NORTH OF 57TH ST IRC-JOB_NO, ,,•N11)53SIAAORDGIC END TRANSMON 29W00A9n 11MM12122/:15 PM , I PAY ITEM FOOTNOTES A7E-/ INCLUDES ALL ITEMS FOR MAINTENANCE OF TRAFFIC N/HX7( ARE NOT OW 3 INCLUDE ALL LABOR, MATERIAL AND EOUZMENT NECESSARY FOR THE COMPLETE DEMOLITION AND BE AL INCLUDED FOR PAYMENT UNDER SEPARATE ITEMS, INCLUDES EX/STNH" STBICT41TE5 lNCWAWIG ALL PERMITS. PEDESTRIAN MAINTENANCE OF TRAFFIC IN ACCORDANCE WITH SECTION DE-B OF THE SPEOFICATIGNS, INCLUDES TEMPORARY PAVEMENT 0120 I INCLUDES OVER-EXCAVATION, SOIL AMENDMENTAND MIXING OF SOLS WITHIN ROADSIDE SVALES AND MARKINGS & SGMAGEa AND RAISED PAVEMENT MARKERS, INCLUDES STORYWATER DETENTION AREAS TO ACHIEVE 'THE REGUIREO WWMUY PERMEABIUTY RATES. INCLUDES SOL PREPARATAAY ( DETNLEO YANTENANCE AND PROTECTION OF TRAFfC SAMPLING AND TESTING TO DETERMINE THE APPROPRIATE MATERIALS REWIRED TO ACHIEVE THE REGU1R£D PLANS FFO7 APPRWAL BY FOOT AND INDIAN RIVER COUNTY, PERMEABILITY RATES AND TESTING TO DEMONSTRATE THAT THE REWIRED PERMEABILITY RATES HAVE BEEN ACHIEVED UPON COMPLETION OF CONSTRUCT14N, 1C-1-! MCLUDES LAMINAL fir DISPOSAL FEN O: UBTMG DRAINAGE TER: DRIVEWAYS:6 PIPES: WS: SIGHS: FENCE: CURBS: CURB S; TRAF ORNEWAYS: OHO / p INCLUDES ALL FfTTlN[S, ClEAA0UT5. CONNECTORS* PIPE AND FILTER SLX](. SLABS: ORv* SFOOTINGS: GATES: IDLES: ASPHALT; DEBRIS: GUARDRAIL; SEPARATOR; MPO ARY C ASPHALT: BASE: RS; AND CONCRETE: Y O H R I OHO 73 t INCUDES ALL F/TTNVGS, CIfANDIlTS AND CONNECTORS. TO BE 'S: TEMPORARY CARE N O TDETOURS; AND AMY OTHER ITEMS OHO 73 5 SEPAARA7 PAY TEY,MOVED T INCLUDES SPECIFICALLY SWTTI�NS, INCLUDESRED TIME NRC 1 hVWW [aerate TRIMMING FOR UTILITY INSTALLATION AND OR RELOCATION AND FOR paremw B INCL k mdlal selerakrs dJoaw k Type F Wf0 ad Gunn STREET LIGHTING. INSTALLATAW, EXISTING DRAINAGE STRICTURES AND Inc f INCLUDES ALL B'ON4( NECESSARY TO II7BIfY EXISTING pMeTlaOt STIMCTURES INCWONG CUTTING, ORIl11NG AND PIPES ISE N THE LIMITS OF REMOVAL AN SHALL REWIRE UNLESS PATCHING OF THE EXIST/NG CONTROL STR,CTURES, WIER PLATES, BOLTS, NUTS, FASTENERS AND HARDWARE, OTHERWISE NOTED. INCLUDES REYWAL AND BACKFILL OF EXIST/MG & TEMPORARY PAVEMENTS AS DIRECTED BY THE EA WEER. IMC 3 hEWW ON ■aft a rated with !m sklAweler WAIrOf AtruMUrt )MAdlnO AN odtiny, pwkRky. Lolls, p5� rola, lordware, faAfemrs. Welr ydtes. mtlmmars, and heff/eis, 008-2 AIS ND WATER P FOR ON AND ONo AUL AND ABATEMENT DE R ARC 6 bchdes the ren %W and r05Xatkn a Of erislIng aired HOWS at the Tfl4hm dwalapomnt, htWw o0 fmdotkmw AND WATER POLLUTION AND ARf T � USED AT LOCATIONS DESX:WATED ON THE PLANS, OR AS pRE'CTED BY THE ENGINEER, INCLUDES TURNIXTY Wfa, lefdwara, amvuns, ewdualors, efactrk serike em hmdhoHs rewired to r~a the 14WHnO, mm Aeetkn BARRIER, SILT FENCE TYPE O & SAILED HAY OR STRAW, INCLUDES far rights &W be m dlre0d LW the aplreeer, REPLACEMENT HAY OR STRAW BALES AS DIRECTED BY THE ENGINEER,, - UTIUTY The WIt 'price told far furnish/nO ad lrutdbtkNovulremllm a w6tef min Ahaff Inakde. Cul Is rot haVd k, 20-I ROADWAY* ALL EARDRIVEWAY, [ANA ITEMS. EXCAVATION ANN EMBANKMENT FOR ITEMS Wp/lles a.�ratkn, ewrd/rotkm wuh aW PermitHnO agmcfm, trenafilny rm ln7, dtspaafnO of and r*krkO rd06 CONSTRI IOINC CANAL DITCH. AND DETENTIONHOPI AREA aavHaae Ll pfmlk +ar orgmkt mdarlal, dederhp InslWktka of 0100 od dl rtmrasrs /race wires. CONSTRICTION, ALLUDES' FINAL GRADING R SHAPING AS NECESSARY X(eaes, Trnln>xt T83'1/'bkmrs. Y/MYO ffCafe YON ' Ya i(/lawwf/dt fRl f�. JPD fi01fb1Q fkCkIQD$. LINO FINAL RESiOHATIDN,, EXCAVA7RN .O/ANTITIES DO NOT INCLUDE ,vw&vkO Im "my:%Roper or am ber gmnarad. N*W faf 9MAg Willer pAX yr MyR;�:�a-eiLF' aN otAer gpxNote DEYWAL OF EXISTING PAVEMENT, PAYMENT FOR THIS 6 INCLUDED OraOerNA. repilF ramoWl. dfaPwilfkm told f f pT sprf0re per lrMVtA k res- flfN Iadtttwat UNDER CLEARING SITE. reskf0?kn of gqfgM Yermaenl or gTda m df 00s_ lrgd. troffk m1w b Jrul. a Im "a Troch 60-a INCLUDE BITUMINOUS MATERIAL. PRIME COAT AND TACK COAT. AS Y*dfdJ Ad CbepH6Ce. PSI. Bbed. AOd Per GFa1ofIW B0M Conflrobkp slaltnrt ala! R' I N BrdVkAls. TMnlraatof WM- RNr Orpkd- !INN anpyW prdlhStkn 0tms. k i�tlkCADp /Wmpl �rA1N NxludAS kwNp far f - k - iikfe yam 7 u REWIRED. Ceefd/nUes k Nese An prJmrkP Rimrd Ordwtrq!'. The PVC pogpa aMl ba C=7X74 and ITN lM1P� Mmtl N0 OR B. .UI 1ANlarlys aw lAflUday qqN Lq par WACO RNor Cots WNty SfOderdr 44d IyIAWAirlNM 'AV BODY Molars '.. -T-� olherwim opw is 17 told dOmewc Tho CivOraakr AW oil. CoWrid k. hrder a f water meter Me ft p- �r SmA.as ONtsmn 01 Umbras o4grimew tat Ute with she p ar In AWA_V Nm Wetat eXdn rhe my Ls NS15:OO' Ter d darn ma a25 U7 for r!a . Ia11kn Fat. rM apu Wrier ,um Per !Ail a rrw rats of tho Dtydrlola. ALL Oa25 ALL STRICTURES ARE lE55 TfIAN .d IN DEPTH. UNLESS OTHEMWDE TNs opafas b ON /A r/dt Coit . the ar !n FIN . fasfdp d/q eatlorknRkd the auto F WH MI SERIES NOTED. ITEM /NCLUOES SAW�XITTlNG AND REMOVAL DE EXISTING .. M {Re hfe a IA 6.ttstkg Bola /Mrs wk m/ he mewwr .Ry fM mWtar. T tNS.pR dgportf, r TAfVbW 41 !TENS PIPE: CONCRETE DOLLARS TO JOIN NEW PIPE TO EXIST= PIP£: - rAt of Im proJOCL Mee FpEP, Qepraib .ly Xaaehd mq. (fie. Con tow r !s' ill b. r e IN /miler AN ALL LNG OR OGRE ORIl1MK: 70 TIE-IN TO EXISTING AND SURFACE m am I n www COWSTRLCTRW camsTS OF SUBGRADE PREPARATION. CaWACTING, EXCAVATIO/, AMD OPTIONAL BASE AND ALL RED, 00 AS OF EXISTING WEERo IN AND SURFACES BIA7UP / PER FART HDEX LI N 56, AS REQUIRED, Gs AS fXRECIND A THE . AGINEER, PLATE, ALL SID FAIGm YEMECUTTIRG, AND PAS COR AND ED ALUMINUM PLATE. BASKETS, 006E TURNOUT CONSTRVCT/pM - ASPHALT COAWSTS OF THE PLACEMENT OF r WNOUM TNCKNESS ASPHALT MCRETE AND FASTENERS. INCLUDES OOULGATED ALUMINUM DEBRS BMflfS. 536-I-1 INCLUDES CONTROLLED RELEASE RETURN AND NESTED GUARDRAIL SURFACE CO INCLUDES PIPE RAL, MOUNTING COMPONENTS. INSTALLATION, AND BOLT . RSE TYPE SPAS. . ' END TREATMENT FOR THBER POST. . . .. .. . .. . 575-h/ SMALL BE INC STAKING GR PEGGIWITH THE GENERAL NG OF 7flE . 0006 INCLUDES HYDRANT ASSEMBLY, PIPE, F(MNOS AND VALVES, Of 40735 MA:WDES ALL FITTMGS. CIEAMXITS AND CONNECTORS r: 0530 3 J INCLUDES TYPE D-2 GEOTEXTILE UNDER RIP RAP /NUBBLE. 0125 BOI INCLUDES ALL LABOR, MATERIALS 6 EOAPMENT FOR TYPE X DITCH 0125 BOE BOTTOM INLETS, INCLUDES G' TUCK CONCRETE MOW. 0425 BO /INCLUDES SLOPE APRaN/SLLNE PROTECTION 6 ENERGY DISSIPATOR ea)m9 0125 022 INCLUDES FURNISHING I INSTALLING CURB INLET BASKETS BY SUNTREE TECHNOLOGIES OR EGUAL, WS m NO, REVISION. BY . DATE. SCALE . N. T. S. g R ADDED RDres eF IR a- 12 AmRDNED, SUMMARY OF QUANTITIES sxEEr. 33 ;Q_ Mrtment of Public Works DRAAH. B. F . OF , 275 ARCu . S. , INC. E/�rrineering Division CHECKED. x .0 66 TH AVENUE PRDJEDTND. ARDS; "Y • 'Y DATE . 12- 16 -OA 2081 VISTA ( 561 )P697B7000&PAX 15611 697-775133A 11 FIELD BOOR N0, SOUTH OF S. R. 60 TO NORTH OF STTH 8T. IRC_JOB_N0. TAB ULA TION OF QUANTITIES klrEMN06 SHEET NUMBERS TOTAL OWS GRAND REF* DESCRIPTION UNIT T-5 T-6 T-7 T-8 T-9 T-0 rm T-Il T-I2 T-IS T-14 SHEET TOTAL SHEET PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLANFINAL PLAN FINAL PLAN FINAL PLAN FINAL . PLAN FINAL PLAN FINAL OUl7'- ALS !F b 11MlDERCId011N 1F.- 3l3 130WWWWWWWWW 5082 WWWWWWWWWW 5356 5792 882 B95P ` - 27472C'ON13UlT"50NAL5 tf "& ORIND£ItPAVEMEN7H2`COYWITI (F 475 140 198 32D 119 l7% , . , , , „I „ , „ , ,CONDUIT-S ALS !F & I1(UNOERPAVEMENTI (4' CONDUIT) LF 475 340 354 40 458 , 7088 , - _ . . 2%'6 . . . , . . . .WW CONOVIT-SMALS (F) NNOERGROVRD1. LF 9S0 . . . 680 708 I'JB 397 !09 441 _ 3�. . . . . . . . . 3700CABLE-SIGNAL IF •& ' Il PI 1. I ! 3 7 3�0- CABLE- FIBER III (F & I1 fUN Y'GLEI.(96 CABLES) 2998 3005 44/ 9187 � l42 R3-12I-I CABLE- FIBER Q?TIC:tF &. ll (UP D1.IS: LE)U2 CARIES) IF - - • . • 655-1-8 PULL b A/NCT/01/ BOXES IF & UlPUIl BOX) EA' 2l 23 21 4 4 lwwWW . WW . , WWI IWOW W . WFWW }4W1144W & I 9gJ 7 / WWWPULL & AJNCTION BOXES IF & UFFIBER OPTNSI A I 8 1 8 . . . 7 1 7 2 i 783 61 ITS SPLICE BOX FOR FIBER OPTIC CABLE EA _ tt 639-1-2f ELECTRICAL POWER SERVICE SERVICE (SIGNALS) I I I I 1 . . . . .- _ 639-2-1 ELECTRICAL SERVICE WIRE I F 200 i EDO 200 1 ' _ . - . _630 . . . . . . . .M . . . . _ 639-3-11 ELECTRICAL SERVICE DISCONNECT IF & 0 (POLE) I i l - � { � � � I _ _ WllWpll _ ,_ , _ _ _ • � - . . -W 6N-2-/2 PRESTRESSED CONCRETE POLE IF & !/ (TYPE P-/1SERVICE POLE) I2. I , . . . . . ¢ . . . ! _ _ . . . . . . .. 1 ... . . . . . . 646-I-/I . . ALUMINUM SIGNALS POLE fF&I) (PEDESTAU T 1 i 6 - - • • , - - - • .&8649-31-03 MAST ARM ASSEMBLY IF&D (150) (SINGLE ARM W/O LUMJ !60'1 I 1 1 l _ .IWWO � . , , 1 . MAST ARM ASSEMBLY (F & /1 (150) !SINGLE ARM W/D LUM) 170.5'1 2 . . . - - . . • .60,-N, 07 MAST ARM AS MB Of & D050) (SING ARM W/ Y)(46) 2 I + „ Q „ E, , , , 649-3/-IM MAST AM ASSEMBLY IF & B050) (SINGLE AM W/GU11)l60) EA 2 3 1 -5 ._ _ . . - _ . 64g-.T/-09 PAST ARM ASSEMBLY IF & !1!1501 (SINGLE ARM W/LUY1005) - EA f I • • T . - - • • - -� . • _ . . . . . 649-31` U9 MAST ARM ASSEMBLY IF & I111$0) (DBL ARY) DOS-7051 EA L . - . _ • - -• • - - - - • - . - • - - . " 650-ti3U TRAFFN; SIGNAL IF & D (J-SECT I-WAY)(ALUMI AS If 5 6 '� • - _ 650-1-59 .. TRAFFIC SIGNAL IF & Df5-SECT I-WAY) (5TDJ (ALUM) AS 6 9 - �5- -WWWW.lmww w W IS 00W „ _ - -_ 653.FS SIGNALs PEDESTRIAN IF & I1(LFD- COUNTD0VN) (ALUY1 AS . 8 8 B . . .. _ 24 _ . . . . . . . . . . 24 , , 4 . , . „ . „ 663-74-11 VEHAaE -LIETECTWI ASSEMBLIES lF, & 11fLWTICALJ EA 4 4 4 : �P: _ . . . . . _. . . . _ . 1?. . . _ . . . : . : . _ 665-t1 PEDESTRIAN DETECTdT fF & Il(PoLE fAX/NTED1 - - EA B B •E4 - , 21 _ „ _ , , , , , , , .. I 1 . _ _ . . _ _ _ . . ._. _.. . __ _ . . . . . . • - • • . . 670-5-M TRAFFIC ASSEY LY IF & 0f N AS / ! WWW,WWW 678 CONTROLLER ACCESSORIES IF & I) FTYPE IV TIRE SWITCH) EA II ! / I . . j : . . . . . . .. : . . . . . . . . .-. . . _ . . _ SYSTEM AUXUANES (WiTERRRUPrIBLE PMER SOURCES) EEA SYSTEM X! I .( -Tfir T R) I Y XI I (IN I / I . . _3 .. . -0( /S (P. IF & /f RA ASSEMB ) f ! ”"-I - I „ 3 „ „ _ . . . . . : . . . 3 . . . .T FIC ASSEY LY YOV 9 _ . gv . . . . .690,72v SIGNAL "T ! MB R WOV - 6 4 4 H. _ _ . . . !*. . . . . . . . . . . .(D T BURI ._ .4 2 - . . 6' . . . . . s( ( T TTAL2/Y£NT) BO _CONTROLLER ASSEMBLY REMOVAL EA I WWWW,,, 1 T T ASSEYB 3 . . . . ,f .. . . . . DETECTOR PEDESTRIAN ASS ABLY RE .. 4 ' . • . - • • • • • . - . . _. --SBO DE WIREfIBLY M- E . . . . . . _ . 4 t / . . 6 __ . . . . g . . _ _ . _ . . _ _ _ . lr CABU l 1 l 3 . ... . 5 . . . _ . . . . 690: SIGNAL 1P Exr . l ! ., 3 . . . . . . . . . . . . . . . . . .: . . . . : . . . 699-I-11 fNTERHACLY lLLUYINATF,D SIGN I . . . _ . . . . _ . . . . . . . 66TH. AVE . 2 2 2 . . . . . . . . . . . . . . . . SR 60 P . . . . . . . _ . _ . . . 26TH ST 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .., 45TH ST ._. - - 2 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 700-48-18 SIGN PANEL IF & DCIS OR LESS) A ._ s. . . . . . . . . . . . . . . 4. . . . . /05-09 N0 U-TURN 1 1 4 . . . . . . . . . . . . . . . . 1( . . . . : . . _ _ • I . 700-48-60 EXIST. SIU( PANEL ( E) EA 5 4 2 - - Wl & al f 11 - a 144 . m NOml REVISION• BY . 1 DATE - I SCALE . NTS ' w ) REVISED QUANTITY OF 111 .8. 12 APPROVED. PB TABULATION OF QUANTITIES SHEET, T-2 Deparhnent of Public Works DRAWN' OF OF . T- 19 CHECKED. PB 66TH AVENUE ARCADIS u. s. , INC. - Engineering D%vision DATE . 06 /12 PROJECT N0, A1097 2081 VISTA PARKWAY: WEST PALM BEACH. FL 33411 i I - [ 561 ) 697-7000. FAX ( 9611 697-7751 FIELD BOOK N0. IR C_JO8_NO• 121SZ6 PHGwiPro/Gs'YWYypO-1�9W5!-RYMISCNAttWOi7f18AXMt(o TAB ULA TI®N OF QUANTITIES SHEET NUMBERS TOTAL GRAND REF, PAY THIS TOTAL SHEET ITEM NOW DESCRIPTION UNIT T-15 TW-16 - SHEET PLAN FINAL PLAN I FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL . PLAN FINAL PLAN FINAL PLAN FINAL -I-12 CINIDUIr-smis IF & B (UNOERGROUNO) LF., 5522 1 �A2• - 630-/-/3 OONWIT-SE7IALS IF & I1 NNDERPAVEYfMTIl2' CONWlT1LF 152 142 1 . . * - . . . _ . _ . . . _ 630-1-13A CAYDUIT-SIG (F & U NNDERPAVEYENT) (4' CONDUIT) IF M . 2$: - , W . . . . . . • - . . . . . . . . . . 63°-1-22 CONDUIT-SA.7/AL$ (F) (UNDERGROUND) LF I52 H2 • - -7-I CABLE-SIGNAL fF & 1) I'1 - '3 -10-3 CABLE- FIBER OPTIC IF Or II (UNOERGIi01/NDl lSINGLEIl9G CABLE) IF 3 2141 _ � !1 !-13. • - - 633-121-1 CABLE- FIBER OPTIC IF & 0(UNDERGRWNO) lSINGLEIII2 CABLE) W .A70 . - • - - 635-I-11 ' FULL Or JUACrION BOXES IF & IfPULL BOX) EA 9 . . I . . _ . . . . : . . . . : . . . . . . . . 15 _ . . - . . . . . . . ' T I WCL Or A/NL7(ON, DUXES (F & IJ (FIBER OPT/CSI .. A 5 A 787 6 / . ITS SPLICE . FOR FIBER IPWWWWWWWWWWTIC CABLE EA f - I - ! _ - I- - - . . , , 639-1-21 ELECTRICAL POWER SERVICE SERVICE (SIGNALS) • . • - ♦ • • • S - • - - I • - • - 639-2-1 ELECTRICAL SERVICE WIRE i - . . I 1 . . . - - _ . {F _ 63. . .. . . .. . . . . . 639-3-N ELECTRICAL SERVICE DISCONNECT IF & H (POLE) EA . - - • • • L - - • - • • •� • - - • • - . . . 647-2-NZ PRESTRESSED CONCRETE POLE IF & 11 (TYPE P-11 SERVICE POLE) EA .. . f I ` • • - -¢_ - • - • - • - 64611-0 AWMl)6VM S�CNALS POLE !F&HIPEDESTAUWWWWWI- EA . . . . - - ,ti - - - 649 JI-113 YASi ARY ASSEMBI7 (F&11 (150) !SINGLE ARI( WIG LUYIl60'1 EA - • • • - - - • • • - "- - - - - - - . . . I . . . . . . . . . . . . . . . . . . . . . WWWIjWIWW 619-3/-A74 MAST ARM ASSEMBLY yr , & Il !1501 (SINGE£ ARM W/D WY)005') EA t • - • • 649-3f=1°7 MAST ARM ASSEMBLY IF & D((5N !SINGLE ARM w/WYl (46) EA I . . . . . . . . . . . . . . . . . . .5. . . . _ . _ _ . . . . 649-31-178 MAST ARY ASSEMBLY IF & 11f150) (SMCLE ARM WILUM1160) EA 1 . - . . . ... . . . . . . . . . . .� _ _ . - - _ - . _ . _ _ 649-3I-/09 MAST ASSEMBLY IF & 1) (150) (SINGLE ARM WILUM) (7051 EA AWWWWWWWWW 649-31-119 MASr ARI) A55EMBU' !F & Ha50) fm ARYLff05-70.5) EA I • • - - - - • - - • - • - - 650-1-311 TRAFFIC SCJNAL IF & a f3-SECT I-wAY) (AOM) AS - I _ • • - - - • - - - - • - • - ,gw-/-5// TRAFFIC SIGNAL IF & 11 (5-SECT I-WAY1lSTDl(AW11) A5 I - I - -- • • • - • • • - - • • -• . • •2 - • - - - - - -Nf SIGNAL PEDEST lAN IF & I fLED- COUNTO°WNIIALi1Y1 AS 1 • _ _ . - . . . , 663-7 - 1 VEHICLE DETECTOR ASSEMBLIES IF & I1(OPTACAU EA 1 . . . : . . . . . . . . . . .._ - - .P __ . _ . _ _ _ _ . - 655-11 PEDESTRIAN DETECTOR !P' & D (P0 YWNTED) EA '" • - _ . . . _ _ . . _ . . - . _ 670-5-00 TRAFFIC TRO ASSEMBLY IF 1) (N(NEMA) AS - 3 -Hq T R ACCESSORIES IF Or IMYFE At TIME SWI A _ - - • • - • - - • • 3 • • • - - • • Y XI (ARI mll PTI R . RC Sl A - - - - - - - - - - - - -1 T Y XI " 1 (T Y TRY TRAM EA . . . . . . . . . . . . . . . . . . .� . . . . . _., . . _ . _ -! MTEM Xi I PINT RF PAN A ... . 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _5- - _ , _ _ _ _ _. a - ws-a CLOSED CIRCUIT T 1P. fF If aM RA ASSEMBLY) A . . . . . . . . . . . . . . : . . . �:- _ _ _ _ - _ _ _ _ _ . A . H - . TRAFFICY EA - ma-20 SIGNAL PEOUTRIAN ASSEMBI Ty REMOVAL EA .14 MOV isti ) ! I TBURIAL) A - aa 69p-33- ( P) fB0 T ATTACHMENT) • - - - - • - • • - --- 690-50 CONTROLLER ASSEMBLY WOW I . IW4WI . A REMOVAL EA EA 69°-60 TOR C " LI A EA - - -- - - - - - - - - - - -- - - -� , _ , . _ . : . . _ . 690-r0 STRIAN M I . . - _ - . - . . _ __ _ -80 SPAN WI EY lY I 690- CON lT AND INC RE l .. .._ .. I _ _ _ _ _ _ _ _ _ _ _ _ _ __. . . _6`- . ___. . - . 3' 690 LGN PME T MI E RE1NV PI I . . . . . . . . . . . . . . . . _ . _ . . _ . . . . . . . . . . . . . . . . . . .fg. . . . . . . . . . . . G19-7-11 INTERNALLY ILWY/NATED 5.6N EA . - _ . . . . . _ .. . . . . . . . . . . . . . . . . . . . . . . . 66TH AVE SR 60 l . . . . . . _ _ . _ . _ . _ _ . . . 26TH Sr 45771Y ST - - - - . . - - _ . _ 700-48-18 SIGN PANEL IF & Il (150R LESS) -EA I - . . . . . . . . . . . . . . . . . . 4_ . . . _ . . - _ . . . _ 803-94 1N U-TURN -7C0-48-611 EXIST. SI0N P1NEL fRE4mVE1 EA _ _ . - _ . - _ _ . It . . . . . . . . . . . . . I Ii m N0. REVISION. BY. DATE . SCALE. NTS gEYi5E0 QUANTITY of 11 -8- f2 j+1 APPROVED. PB TABULATION OF QUANTITIES sxEEr. T-3 N Ljertment of Pub/ic Works DRAWN. 6F OF* T• 19 WJ ARCADIS u . s. , INC. Engineering WWWWWWWWW Division WW o; KE oG 02 6 6TH AVENUE PROJECT N0. A1053 2D81 VLSTA PARKWAY. HEST PALM BEACH. FL 33411 ( 5611 697-7000. FAX ( 5611 697 -7751 FIELD BOOK N0. I RC_JOB_N0. 1Almt I2Y6YJ PY CrvWro14✓sVAagx7-O99W33- 5 vMKJr493C]+.Yg4 S/GNAL/ZAT/ON GENERAL NOTES AND PAY /TEIW NOTES I. THE AGENCY RESPONSIBLE FOR MAINTENANCE OF THE TRAFFIC SIGNALS AND RELATED 8. IT SHOULD BE NOTED THAT NO TEST BORINGS WERE MADE WHERE CONDUIT RUNS ARE COMMUMCARONS INTERCONNECT NOTES_ EQUIPMENT IS INDIAN RIVER COUNTY TRAFFIC ENGINEERING DIVISION (IRCTED,) TO BE INSTALLED BY DIRECTIONAL ANUG, JACKING OR TRENCHING. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO EXAMINE JOB SITE CVNpTXNIS BEFORE SUBMITTING Z, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING THE RAKE FOR ALL 81D PROPOSALS IN ACCORDANCE WITH ARTICLE 2-6 OF THE FOOT STANDARD 27. POLL BOXES CONTAINING FIBER OPTIC INTERCONNECT SHALL BE MARKED AS 'TRAFFIC TRAFFIC SIGNAL POLES AS SPECIFIED BY THE POLE MANUFACTURER AT THE TIME OF SPECIFICATIONS, SIG NAL', STANDARD PULL BOX SHALL BE POLYMER CONCRETE WITH AN INSIDE INSTALLATION. SUCH RAKE SHALL BE IN RELATION TO THE LOAD PLACED ON THE DIMENSION OF NOT LESS THAN N2X2O*XIG DEEP, POLES, 12. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN M AROUND MEAS OF EXISTING LOOP AND LEAD-f f WIRE; OVERHEAD TRANSMISSION LINES, AND UNDERGROUND 2p_ FIBER OPTIC IN7ERCOA'NECT RUNS SHALL HAVE ASLACK/SPLICE BOY !PULL BOX WITH A 3, CONTACT SUNSHINE STATE ONE CALL AT I-800-132-67X1 OR AT UTIUTIES, THE CONTRACTOR SHALL EXCAVATE BY HMD WHERE CONFLICTS MAY EXIST, MINIMUM TIC INTI OG 3CT MIMSG HALLDEEPAT ALL SIGNALIZED INTERSECTION(PULL YANKED AWN'.CALLSUNSHINE.COI! AT [EAST E FULL (N/5/NE55 DAYS BEFORE ANY GIGGING. THE 'TRAFFIC SIGNAL!, ALL SLACKIVLCE BOXES SHALL CONTAIN A MINIMUM OF 50 FEET OF REPAIR OF ALL DAMAGES TO THE COMMUNICATIONS OR TRAFFIC SIGNAL INFRASTRUCTURE 0, THE LOCATION OF EXISTING UTILITIES SHOWN IN THE PLANS IS APPROXIMATE. EXACT fl - H OPTIC ,CABLE SLACK, SHALL BE THE RESPOVSIBIUTY OF THE CONTRACTOR, LOCATIONS SMALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION, � . '29* IN THECABIN£T* DATA CONVERSION WILL BE ACCOMPLISHED WITH AN ETHERNET H. THE PROPOSED LOCATION OF ALL POLES, PEDESTALS, AND OTHER EQUIPMENT SWITCH, ALONG WITH ALL NECESSARY PATCH CABLE, EXISTING UTILITY OWNERS: CONTACT PERSON TELEPHONE NO, REQUIRING EXCAVATXN SHALL BE CONSIDERED APPROXIMATE DUE TO THE POTENTIAL OF CONFLICT WITH UNDEAGIMMI) UTILITIES, SIGHT ADJUSTMENTS MAY ALSO BE . g0. FIBER OPTIC CABLE SHALL BE FURNISHED AND INSTALLED WITH A TRACE WIRE N EACH IRC UTILITIES DEPARTMENT MICHAEL f2TCHK155 0721 770-5300 NECESSARY TO SATISFY SAFETY CODES, CON DUIT RUN, AT&T BROADBAND CRAIG BOWERS 0721 778-9675 IRC TELECOMMUNICATION WVI$all TERRY SIMITH (772) 567-HOOD X08 6, UTILITIES ARE TO BE ADJUSTED BY OTHERS. 31. CONTRACTOR SHALL CONNECT THE OBER OPTIC CAB!£ 1NTEINXNN£CT SYSTEM TO THE NTC TRAFFIC ENGINEERING Tom UNZ 0721 726-663 EXISTING INTERCONNECT SYSTEM LOCATED AT THE INTERSECTION OF SR 60 & 66TH FLORIDA POWER & LIGHT CO. TOY HES (7723zU 726-6966 AVENUE, THIS WORK SHALL INCLUDE ALL SPLICES, COMPONENTS, HARDWARE, ETC, FOR FF&L PROJECTS & RELOCATIONS BILL NESTER 0721 JJ7-7099 6. THE CONTRACTOR SMALL NOTIFY THE MAINTAINING AGENT 18 HOURS IN ADVANCE M A COMPLETE AND FUNCTIONAL SYSTEM, PAYMENT FOR THIS WORK SHALL BE INCLUDED FP&L DENNIS PAGANO (772) I0-62b1 ANY WORK TO BE CARRIED OUT AT ANY SIGNAL RELATED INSTALLATION, U PAY ITEM NO. 6M-111-1 & 633-121-3. FLORIDA GAS TRANSMISSION CO, JOSEPH E. SANCHEZ (1071 BTB-7000 AT&T STEVE ABALLO 072) 569-SRR 0: CONTROLLER BASE ASSEMBLY SHALL BE HIGH ENOUGH TO ENSURE THAT NO FLOODING ' CHARTER CABLE KEN VICKERS (Im 589-5/22 WILL OCCUR !AT YNIMUNI ABOVE ROADWAY CROWN EIEVATKN. ELECTRICAL ENGINEERING JOE DfMMZO 0721 569-0 CITY GAS COMPANY OF FLORIDA GLEN KREINHAGEN (772) 781-25.51 X23BELLB. AS SOON AS CONTRACT IS AWARDED, THE OONTRACTM WILL HAY WT PAST ARI/ POLES, AT&T COM TELECONSUNfCATION. INC, ALBERT RDINANOYAND 0721 iLO-6512 REQUEST UTIUT/ES LOCATIONS N THE MAST MY MEA* CONTACT THE PMMECT AT&T COMMUNICATIONS GLEN FERDINAND 072) 562-E572 .PAY ITEM ANIT_FS ENGINEER SHO ANDWNG S DETERMINE THE POLE THE EN AND THE MAST PPR LENGTH, THE SHOP DRAWING SHALL BE SUBMITTED i0 THE ENGINEER FOR HIS APPROVAL. 1, THE CONTRACTOR SHALL BE AWARE THAT TELEPHONE DROPS AND SYSTEM 630-1-0 CONDUIT TO BE INSTALLED UNDER PAVEMENT USING DIRECTIONAL BORE, COMMUNICATIONS INTER )NMECT MAY EXTEND THROUGHOUT THE PROJECT, CABLE RUNS 8, MAST MM POLE CONCRETE FOUNDATION IS TO BE POUREDIN ONE SINGLE POURING 630-/-0A INCLUDES COST OF INSTALLING ADDITIONAL CONDUIT CALLED N PLANS AS AND/OR CONDUIT, TELEPHONE INTERFACE EQUIPMENT, FULLIJNCTKN BOXES AND ANY WITH ITS TO' AT THE GRADE AND SLOPE OF THE FINISHED SIDEWALK, SIDEWALK 630-1-22 AND THAT RUN ALONG SIDE THIS CONDUIT, OTHER SIGNAL SYSTEM EQUIPMENT DAMAGED BY THE CONTRACTOR SHALL BE REPLACED FINISH GRADE SHALL BE WD OUT AND A FORM INSTALLED N ORDER TO ACHIEVE THIS AT THE CONTRACT(XR'S EXPENSE. DAMAGED CUMYUNIATIOVS CABLE SMALL m FNA' (RADE SLOPE, 639-2-/ PAYMENTS SHALL BE BASED ON LINEAR FEET OF A SINGLE CONDUCTOR, REPLACED AS AM ENTIRE RLN, FROM JUNCTION POINT TO AUNCTXNN PONT AND SHALL BE TERMINATED IN JUNCTION BOXES, THE CONTRACTOR SMALL OBTAIN SYSTEMS 20, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL SIGNAL EOUIPMENT, &631 THE CONNECTION FROM THE SLACKISPLCE BOXES TO THE SIGNAL CABINETS COMMUNICATIONS INFORMATION FROM MR, VINCE TAYLOR, (7721 978-5666. ALL TRAFFIC EQUIPMENT REMOVED FRIM EXISTING SIGNALIZED INTERSECTIONS SHALL BE83: :J2/- SHALL BE IN-FIBER SINGLE mace CABLES. FIBER IN THE CABINET SHALL BE RETURNED TO THE INDIAN RIVER COUNTY TRAFFIC OPERATIONS FACILITIES, THE TERMINATED IN A FIBER OPTIC TERMINAL* ALL NECESSARY EQUIPMENT TO 51 THE CONTRACTOR SHALL PROVIDE TND COPIES OF MARKED-UP (AS-BUILT) CONSTRUCTION DISPOSAL OF ALL EQUIPMENT, WHICH IS UNWANTED BY THE COUNTY, SHALL BECOME CONNECT FIBERS FROM THE SCACKISPLCE BOX TO THE CABINET SHALL PLANS AT THE TIME OF 90AL CONDITIONAL ACCEPTANCE INSPECTION BY THE INDIAN THE RESPONSIBILITY OF THE CONTRACTOR, BE INCLUDED UNDER THIS PAY ITEM NUMBER, RIVER COUNTY TRAFFIC ENGINEERING DIVISION, 21. THE CONTRACTOR SHALL REFURBISH EXISTING PAVEMENT MARKINGS DAMAGED OWNS 635-1-6 SLACX/SPUCE BOXES ALONG WITH FIBER OPTIC SLACK CABLE FOR THESE BOXES 6, TRAFFIC CONTROL PLANS - .THE TRAFFIC CONTROL PLANS FOR THE PROJECT SHALL C7NSTR CTIDV, SHALL BE INCLUDED UNDER THIS PAY ITEM NUMBER, COMPLY WITH THE LATEST EDITION OF THE FOOT SAY AND TRAFFIC DESIGN IOP ANY POBUC LAND CORNER WITHIN THE UNITS OF CONSTRICTION IS TO BE PROTECTED,STANDARDS, MUTCD AND THE FDOTPS STANDARD SPECIFICATIONS, THE CONTRACTOR MAY A A CININER MONUMENT IS IN DANGER d: SOBEIF DESTROYED AND HAS NOT BEEN Ti69-3f-XXX A GIVEN MAST ARIUPOLE ASSEMBLY LOCATION SHALL BE FIELD VERIFIED AND BE DIRECTED BY THE PROJECT ENGINEER TO DEVELOP AND IMPLEMENT MODIFICATIONS PROPERLY REFERENCED,ET THE PROJECT ENGINEER SHALL NOTIFY THE DISTRICT B IDENTIFIED AS FREE O" CONFLICTS AND/OR OBJECTS BY THE CONTRACTOR TO THE TRAFFIC SIGNAL OPERATXINS ff*E9 TIMING AND PHASING,) FOR SIGNALS LOCATED LOCATION SURVEYOR, WITHOUT, THE DELAY. BY ENGINEER SH PRIOR TO PROCUREMENT OF THE ASSOCIATED MAST ARIIPOLE ASSEMBLY, FOR WITHIN THE PROJECT WITS, THE CQNTRACTORS RESPONSE TIME TO ALL REPORTEDMMT MY ASSEMBLIES WITH LUMINAIRES, HIGH-PRESSURE SODIUM, COBRA MALFUNCTIONS OF TRAFFIC SIGNALS AND RELATED EQUIPMENT WITHIN THE PROJECT HEAD LUMINAIRES SHALL BE USED, UNITS SHALL BE WITHIN TWO (2) HOURS OF NOTIFICATION, THE CONTRACTOR SHALL 23. ANY AGVD-29 MONUMENT WITHIN THE UNITS OF CONSTRUCTION IS TO BE PROTECTED, RESTORE ALL MALFUNCTANlAG TRAFFIC SIGNAL EQUIPMENT TO ITS LEVEL OF OPERATION IF IN DANGER OF DAMAGE, THE PROJECT ENGINEER SHALL NOTIFY: 650-I-XXX TRAFFIC SIGNAL HEADS ARE TO BE CAST ALUMINUM. TUNNEL MORS SHALL PRIORI TO THE MALFUNCTION WITHIN TWENTT'-FOUR !IOU HOURS OF NOTIFICATION. NATIONAL GEODETIC NIF09YATNN SERVICES CEN ER BE INCLUDED UNDER THIS PAY ITEM NUMBER, LED MODULES SMALL BE NOM NATIONAL GEODETIC INFORMATION NUC: 0 E INSTALLED ON ALL REDO YELLOW, AND GREEN SUNK DISPLAYS* INCLUDING 7* ALL CONDUITS SHALL BE TWO (2/ INCL MINIMUM* UNLESS OTHERWISE SPECIFIED N PLANS* SSMC 3.NATIONAL STATIG 09202 ARROWS. THESE MODULES SHALL INCLUDE A MANUFACTURERS WARRANTY OF ELECTRICAL POWER SEANCE "WDLIIT SHALL CONFORM TO FOOT STANDARD INDEX 007366 SILVER SPRING MARYLAND 2O9AO AT LEAST FIVE YEARS, THE MAXIMUM POWER RATING SHALL BE B WATTS SILVER SP N0. M 0M ND 0912 FOR RED BALLS, H WATTS FOR GREEN BALLS AND 7 WATTS FOR THE B* ALL WORKMANSHIP AND MATERIALS SHALL CONFOW TO THE FLORIDA DEPARTMENT OF ARROWS* ALL SIGNAL HEADS ASSEVR@ ARE TO BE MINTED HORIZONTALLY, TRANSPORTATION (FOOT) STANDARD SPECFICATNNS FOR ROAD AND BRIDGE CONSTRUCTION BACKPLATES SHALL BE PROVIDED Ol( AL FACING SIGNALS, FOOT DESIGN STANDARDS f2D2, ENGLISH VERSION), FOOT MINIMUM SPECIFICATIONS N. AN ELECTRICAL SERM AN IS REDUlflEO BY FPL PRIM TO ENERGIZING ANY NEW (� FOR TRAFFIC CONTROL SIGNALS AND DEVICES IJJLY, 5201 AND THE MANUAL ON UNIFORM TRAFFIC SIGNAL SERVICE. 653-8/ (ED PEDESTRIAN SIGNALS ARE TO BE COUNTDOWN STYLE. TRAFFIC CONTROL DE'VIES (MUTCD) CURRENT EDITION, 25, ALL MAST ARMS AND BASE POLE STRUCTURES ARE TO BE FINISH-COATED WITH - - - 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD CHECKING INTERSECTION FACTOR'-APPUED, ELECTROSTATIC POWDER-COATING IN INDIAN RIVER COUNTY STANDARD 78J-6-f FIZ OPTIC HULL BOEXES & SPICY: BOXES SHALL MAV£ MOWER PADS AS OR OPERATIONS AS THEY RELATE TO THE INSTALLATION OF PAST ARKS. COL . PUNTER GREEN, PAINT COLOR CHIPS ARE AVAILABLE FROM INDIAN RIVER 703-7-1 PER FDOT INDEX 18201, COUNTY, ALL MAST ARM POLES ARE TO HAVE A TERMINAL COMPARTMENT IN PLACE . . . - ' 8. POSITION PULL BOXES. JUNCTION BOXES, CABINETS. POLES. AND OTHER OBSTRUCTIVEOF A HAND HOLE, ITEMS CLEAR M CURB QCT RAMPS. ffi. THE CONTRACTOR SHALL P TRU ALL NECESSARY HE ENGINEER INCLUDING I TWO-MAN ISP TRAFFIC M NAL,, THE UFT TRUCK FOR IISE BY THE ENGINEER WRING INSPECTION O• OST* SIGNALS, THE DOST SMALL BE INCIDENTAL TO THE PROJECT CONSTRUCTION ' COST. m m. M04 REVISION, BNP GATE * 6CALEG HIS GENERAL NOTES g r I YISEO B ADDED NOTES BF I1 •B • 12 APPROVED. PO 6HEET, T-1 Deportment of Public Works ORAWNG BF OFP T - 19 CHECKARCADIS u . s. T INC, Engineerin g Division DATE ED* 06 /12 PROJECT N0, 21057 2081 VISTA PARKWAY * WEST PALM BEACH* FL 33411 - T H AVENUE 15611 697 -7000A FAX 15611 697 - 7751 FIELD BOOK NO* IRC-JOB -N0: AldFdN2 NXGaM9 Ab G:w.ol�VA'RwkO-�3W53- JYAO�SCNAL6�W53I'NnTGOY.AyP BEGIN /NTEncomECT & ,97 STA" /2793.43 763-6 -/ / EA It a 630 - 1 -12 114 LF (2 CONDU/TSI !EA SJISo 5 /2 ` 1342 LF 6 0-1 -Y 111 I I I 633- 121 -3 57 LF \ 63J- ` � ._ � /OD i 633-/21 - /_ IOD CF _ - \, m s t-Y - . 12 CWW/TS) ED TRAFFIC TRAFFIC A%tTYPJ 12 CONDU?6i s\ 1p Feet 633 Y2l -J 300 LF I II I I I I PULL DOX (30'X49'XJ2") �`' .05-1 -/5 ! EA '— — — — _ RiW LINE I I.EA' wwww —• 0 iSze 66TH AVENUE RAN LINELu y — - - - - - m �- -- UMM orvvv III r x — - - � _ _ - . PROPOSED IRC-TRAFFIC kI I' I I 2-2" PVC CONDUIT 1 ( I I I I I I LATERAL "A" CANAL UCONWIT) 135 LF 6,30-I -),T' _ L2 CDNW1T51218 lF 6Jo-1 -/P UCONWIT) 135 IF 6J0-I-22 109 (F 3- /E/ O ES M. g PROPOSED TRAFFIC 135 LF II Iu PULL 80X 1TYP1 630-1 -12 1000 LF (2 CONDUITS) ' 12 COMWITSIl000 CF 630-/ -/E 6J5-/ =/5 LEA -1 - `. 500 LF I I Feet II I m 500 LF '633-Y2/ - . PROPOSED IRC-TRAFFIC 2-2' PVC CONDUIT 635- 1 - 15 LEA R7I W I7RE` - -Ora i wa wwwh ;n h am x 66TH AVENUE J _ g , x i - - R11V LIKE . . - S 6Jo.-r - re. 392 LF (2 CONDUITS) 630—r -/s 63 LF UCONW/T) (2 CONDUITS) 26 LF 630-- 1 - /2 . m63-P2f — I91 IF 630- 1 -22 63 LF UCONDUIT) 13 b 633- l = Z 6 - 1 -15. f A 63 LFIF LATERAL W CANAL 533-121 -1 Pop to 663-6 - 1 IEA . am PROPOSE PULLXC l3�8XV) «' ffO*I"I REVISED PAY"ITEMSVISI°N, OF 11 "SE12 AP ROVED.SCALE , 1 Pe 00 INTERCONNECT PLANS SHEET. T- 11 Deportment of Public Works DRAWN. IF OF . T- 19 ARCADIS u .s . , NC. Engineering Division `NE«E° ' 26 2081 VISTA PARK7/AY. 11ESIT PALM BEACH. IFL 33411 GATE . 06 /12 6 6 T H AVENUE PROJECT N0. AI057 TIT ( 5611 697 -7000. FAX 7561 ) 697-7751 FIELD BOOK N0. IRC_JOB_N0. i / PROPOSED IRC- Tf FIC ,� PROPOSED TRAFFIC (I CONWITJ 150 LF 610- I - /3 t 2-2' PVC CONWI ` PULL WX (TTPJ UCONWfT1l50 LF 30-1 -2P 0 25 !00 Q8�2 IF (2 CONWITS) !W LF 1 - 635 ^1 -15 IEA IEA Feet 1 630- 1 -12 /074 IF (2 CONDUITS) �• - - 3 d21 - 537 IF p .. . LINE IEA ms I jiv �} c 66TH AVENUE R/W LINE 12 CONDUITS) 840 LF630-I -12 LATERAL 'A' CANAL 420 LF 633-121 -1 PROPOSED TRAFFIC Imo- ' .. .Lt DOX (TYPJ (ICONWIT) I70 LF 630-1 - IJ I I-, I (2 C'ONWITJ840 IF 630-1 -13 0� 630-1 -12 WOO LF (2 CONDUITS) (ICONWIT1f70 IF 630-( 2P V) 1 420 LF SJJ-121'_ . 1633-J J + 500 (F 635-1 -15 JEA f70 LF ` .63 72/? 4 a A - . . Feet / CA ' .E3 "- f -/5' IEA JEA 635- / -15 M a o �I' - AROP05ED TRAFFIC 8 (3079B'X290) + VI W - tu 2 J .. .. - PROPOSED IRC-TRAFFIC 66TH AVENUE 2-2' PVC CONDUIT PROPOSED 1-40 AT INTERSECTION FOR FUTURE USE J a � 630-1 -JZ" f60 IF (2 CONDUITS) - (2 CONO(f1TS) 660 IF .6 71712 JS-121 - 80 LF LATERAL 'A' CANAL 330 LF ! = m 1 630-1 -13A461LF 535 -1 -1 / 4 EA JJ m NO( REVISION. BY • DATE • SCALE. I '9100 I REVISED PAY ITEASBF 11 -8. 12 - APPROVED• PB INTERCONNECT PLANS SHEET* T- 12 ©epa�tment of Pub/ic Wor ks DRAMs If OF • T- 19 ARCADIS usE/�7 . , INC . - inee�i 06 /12 Division CHECKED. 2S 66TH 2061 VISTA PARKWAY . NEST PALM BEACH. FL 33411 � �y DATE• AVENUE PROJECT N0. A1053 15611 697 -700D. FAX ( 5611 697 -7751 FIELD BOOK NO• IRC_JOB -NO. r PROPOSED TRAFFIC PULL BOX (TYP) gJg _ / _fE l000 LF (2 CONDUITS) / NN (2 CONDUITS) B44 LF .6Jp-, -12 r 1' 630 - , - 1E IWO LF f2 CONDUITS) 422 LF . 1141 I 1 - 6 --/ f -J 500 IF 4 7 - . 3]-f / - 500 LF - - O 2662Tniii2nl A s35-/ a5 Feet R/W LINE - - AROPOSED IRC-TRAFFIC , ' 2-24 PVC CONDUIT oq im 66TH AVENUE " R/W -UNE ti LATERAL W CANAL 6lD -1 -J2 160 LF 12 CONWlTS1 -- A BO LF j 4� 63Q-1 a" P 156 IF 12 CONDUITS 1 PHOPOSED IQ70 CF (2 CONDUITS) 635-I -I5 l EA (2 CONDUITS)632 IF 630-/ -f2 633-121 = TB IF 500 LF _ 3!6 IF `. SJJ-f2l - ��630-, -/ 2 f000 LF (2 CONDUITS) . . 0 PS )OD :0 675-I -15 IEA C-TRAFFIC f A S -f21 - 500 IF Co0-20 PVC CONDUIT F eet ROW LINE Q 8' X 635-I -15 IEA IEA 6J5-/ -15 - PROPOSED I-4' CONDUIT PLACED AT INTERSECTION FOR FUTURE USE Ain .m e ti 4N .am. b'r !At 2f - - • H 66TH AVENUE i X a PROPOSED TRAFFIC H RAW LINE R/W UNE PULL BOX (TYP) ti 6J0-, -/J /09 LF OCONDUIT! LATERAL 'A' CANAL 456 IF 630- / -,JA f+:. 630-I -22 f09 LF !/ CONDUIT) �i 4 EA 6J5-r -/ / , 6 - -J I * 109 LF NO• REVISION. BT. GATE . - SCALE • 1 - • 100 S 1 REVISED PAT ITEMS BF 11 =B- 12 APPROVED. PB INTERCONNECT PLANS SHEET. r- 13 Department of Public Works +ANN. DF . T- 19 ARCADIS u . s. , INC . Engineering Division CHECKED. 2S DATE . D6 /1 : 6 6TH AVENUE PROJECT N0, 41053 2061 VISTA PARKWAY • WEST PALM BEACH. FL 33411 FIELD BOOK N0. IRC_JOB_N0. ( 561 ) 697 .7000. FAX 15611 697-7751 I 63D - 1 , 12 514 IF 12 CONDUITS) IEA 6J5 -1 -IS 633- 121.- 24 LF 0 8 Nld . PROPOSED IRC-TRAFFIC 2-2' PVC CONDUIT Feet R/W LINE Its PROPOSED TRAFFIC PULL BOX ITYP) 6J5-I -l5 I EA v Lu _ —:._ �.�.. : — --- —. 66TH AVENUE . s. � �. _. a : _ ® � � o ._ o. rrrr , e r •� rr ® _ _. _ r . -, er .r , ® ._ � .® e .arm. r R/W LINE _'_--'-----'—'--- LATERAL W CANAL 6J0-1 -/P' We LF (2 CONDUITS) 0 bJJd2l'- I84 LF INTERCONNECT WORK TO BE DONE BY OTHERS F 0 •a 40 U) Feet 1 R/W UNE Nt m � .� � � �....� .... . �. � rr .� r.rrr + r �. ,w.. .w..,� .r. � r.rr r � � � � rrr .. .. .... �• r � � �.. ..r � r � r � � � rr .... rr � r � � r _ � � �. r � � � a1 7RT ROOM .Af1 -4p -b iA ay _ rr• r r 66TH AVENUE — r e :R/W LINE __—_---^--i----: Z i INTERCONNECT WORK TO BE DONE BY OTHERS i4 m NO• REVISION.. BT . DATE . SCALE• 1 ' 0100 .'- 1 REVISED PAY ITEMS OF 11 .8- 12 APPROVED, PS INTERCONNECT PLANS SHEET. T- 14 Deportment of Public Works DRA«N• DF • T- 19 ARCADiSU . S. , INC. Engineering Division CNEC (EO• Z5 pAT€. O6 /12 66TH AVENUE PROJECT NO, A1053 2081 VISTA PARKWAY. BEST PALM BEACH. FL 33411 ( 561 ) 697 -7000. FAX 15611 697 - 7751 FIELD BOOK NO• IRG_J DB_ND. I (2 CONDNT51 N, if 30 -I - 12 630-/ - / /OOo LF (2 CONDUITS) (2 CONDUITS) AM IF '630-/ -IP t J]-1 YI -3 S i 631-/YI -J 500 IF I 500 if 3 -121 - 12 CONDUITS) 5M IF 254 LF JJ-/Y - 783- 6 - 1 PROPOSED IRC-TRAFFIC 1 1 6J5 -I , 5 IEA 2-24 PVC CONDUIT _ 63$-I - 1S: I EA I 2 RM LINE —_. ..—. . . I .. .—.,. a rz N%e.,PROPOSED TRAFFIC IEA 6J5- I -IS / PULL BOX (TFP) IEA N - Q ty 2 H - 66TH AVENUE -- x R/W LINE UCONDUIT1152 LF 630 -I -/J 17CONOUID152 IF 63 ^/ -P2 1 - 152 LF. • b _ ul I - Am LATERAL ' CANAL IEA 635-1 -Is 111 F INTERCONNECT WORK DIDD TO BE DONE BY OTHERS PRoI OSED TRAFFIC Feet PULL BOX (306MAX127 635-/ -15 IEA . 630-I -.IP1000 LF (2 CONDUITS) 610- 1 -18 1000 IF (2 CONDUITS) 813-12) . 500 IF (2 CONDUITS) I000 LF 630-I -/2 IEA b15- I -15 63 : /2f-- 500 LF 500 LF 6 -I I ^ PROPOSED IRC-TRAFFIC I .. 2-2• Pic CONDUIT .6J5-1 -/5 . . IEA PULL BOXD ( YP TRAFFIC 66TH AVENUE � • t'" ,a .� Q IaN.. � or f Ic i = — x r _ Ae fSf NovCIS REVISED PAY q ITEMS BF IOAeEl2 APPROVED. 1 PBme I S INTERCONNECT PLANS SWEET, T- 15 Deportment of Public Works DRAINS if OF. T - 19 ARCADIS use , INC. - Engineering Division CHECKED. 2s 2081 VISTA PARKWAYS BEST PALM BEACH. FL 33911 GATE . 06 /12 6 6TH AVENUE PROJECT N0. A1053 ( 561 ) 697 -7000. FAX ( 561 ) 697 . 7751 FIELD BOOK NO. IRC _JOB_N0. PROPOSED TRAFFIC J PULL BOX ITYPI ( 630 - 1 - 17 142 IF OCONWITI 6 '-1 -12 IWO IF 12 CONDUITS) I` min 6J0-I -EP H2 LF (I CONIXl171 '12( 500 LF ' 630-I - 1 LF (2 CONDUITS) 6J -J H2 LF IEA '6J / - !5 . 3 " I ' IF ti 635 - -!5 IEA 6 d - IP 722 if f2 CONDUITS) PROPOSED IRC-TRAFFIC IEA 6 5r1 -15 � _1 1 " 361 LF LL �V!r . I I 2-2' PVC CONDUIT - k ,ar,..r 8 - Q 66TH AV NUE ED ATOIATERSECT14V FOR FUSED 1-40601DUtT TURE USE Al ti s m r H t mar. - ..... t mer: ... H dw L Ci 478 LF 670-1 -1 JA ji 4 EA —�^J6',Viso!:4— _ — _ _ _ pp PROPOSED TRAFFIC PULL BOX (TYPI . . 630cI -1. 1000 LF (2 CONDUITS) !£A 675 -1 -15 500 LF END CONSTRUCT/ON STA. t4YJ PROPOSED IRC-TRAFFIC 2-2' PVC CONDUIT ) EAtu 635-/ - IS • mew * 66TH AVENUE 630-1 -12: 276 LF (2 CONDUITS) -)2l - 138 IF P i a Noel REV ) SI ONr Hysl DATE. SCALE • 1 ' • 100 I REVISED PAT ITEMS �` " -8- 12 Deportment of Public Works APPROVED* INTERCONNECT PLANS S ,TT_ � 9 g ARCADIS u . s. , INC . - 9 ng CHECKED. Z5 66TH AVENUE En ineeri Division DATE. 06 /12 PROJECT NO, AI053 2081 VISTA PARKNAT . NEST PALM BEACH. FL 33911 FIELD BOOK 140. IRC_JOB_NO• ( 561 ) 691 -700D. FAX ( 561 ) 697 -7751 Indian River County Q� Purchasing Division A 1800 27t" Street Vero Beach , Fl 32960 Phone (772) 226= 1416 Fax (772) 770=5140 LpR�Uq'' ADDENDUM NO . 2 Date : November 19, 2012 Project Name : 66 TH AVENUE ROADWAY IMPROVEMENTS (Sell . 60 TO NORTH OF 49'x' STREET) Project Number : IRC 0545 & 0370 Bid Number : 2013008 Bid Opening Date : The Bid Opening date is Wednesday. November 28 , 2012 at 2 :00 p . m . A Mandatory Pre- Bid Conference was held on Wednesday, November 7, 2012 at 10 :00 a . m . in Indian River County Admin Bldg " B " , Room B1-501; 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. NO FURTHER QUESTIONS WILL BE ANSWERED. All Bids must be received by the Purchasing Division office located at 1800 27v' 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 14 F:Tublic Wo& ENGINEERAG DIVISION PROJECTSt0545-66Th Ave SR60 to 57tb St (Amadis)1Admim`,Bid Documents\Addendum #21Addeudum No. 2 11 - 1942.doc CLARIFICATIONS / CORRECTIONSMESTIONS AND RESPONSES The following questions (with responses ) were received after Addendum No . 1 was prepared and mailed out on November 9th, 2012 : QUESTION NO. 1 On the itemized bid schedule, sheet 00310-9, are bid items 455433-3 & 460-704 the same as those listed on sheet 0031044? Please advise . ANSWER NO. 1 . This question was answered in Addendum No 1 . QUESTION NO. 2 How are the pipe supports for the utilities on the bridges to be paid for? ( Please see detail on sheet 13- 14 ) ANSWER NO. 2 The pipe supports/saddle are to be included in the cost of pipe . Please refer to sheet SK4 included as part of the subject Addendum for a detail of the saddle to be constructed . QUESTION NO. 3 Do the pipe supports occur at all of the bridge crossings where the utilities are attached to the utility shelf? They are not referenced on the utility or bridge drawings except as noted on 1344. ANSWER NO. 3 Pipe supports and tie-down straps are required at all utility crossings. Please refer to attached sheet SK- 1 . QUESTION NO. 4 What is the depth of the piling for the aerial crossing as shown on sheet UT-05 ? ANSWER NO. 4 The pile penetration below the canal bottom shall be 154eet minimum . A minimum load capacity of 20 tons per pile is required . Signed and sealed shop drawings submitted by the contractor are required . QUESTION NO. 5 What is the width of the cap beam at the aerial crossing on page UT-05 ? ANSWER NO. 5 The minimum width of the cap beam should be 28- inches . QUESTION NO. 6 Can the 4" force main on sheet UT47 be isolated during the bridge construction ? If not what is the preferred method of maintaining flow during the bridge construction ? Page 2 of 14 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66T1t Ave SRWto 57th St (Arcadis)1Mmim\Bid Documents\Addenduin #2\Addendttm No. 2 11 - 19- 12.doc f . l ANSWER NO. 6 Indian River County Utilities Department stated that the 4" FM is currently not in use . Therefore, it can be isolated without any issues . QUESTION NO. 7 What is the cost for water for testing and flushing of the mains ? ANSWER NO. 7 The Contractor' s will not be charged a fee for the use of water to test and flush Indian River County Utilities Department facilities . QUESTION NO. 8 Are the mains that are to be deflected under the drainage to be DIP or PVC ? There is conflicting notes on the plans . ANSWER NO. 8 As shown in the detail on sheet UT -04, DIP with mechanical joints or concrete encasement is required if the vertical clearance between the two pipes is less than 18- inches . Separate payment will not be made for the use of Dip pipe or concrete encasement . QUESTION NO. 91 How will the deflected mains to be tested and cleared/Can the mains be visually inspected, chlorinated and flushed at each location ? Or do . we have to flush and re-clear the entire main ? Please clarify the main clearance procedures for the deflected existing water mains . ANSWER NO. 9 The reclaimed water main deflections will be visually inspected under pressure prior to backfilling. The potable water main shall have gate valves at both ends of each deflection and sample points for chlorinating and pressure testing in accordance with IRCUD standards . The cost for all testing shall be included in the price bid for pipe . Locations of line stops will be determined by IRCUD inspector prior to installation . QUESTION NO. 10 We' re having trouble locating the double barrel flumes (found one on sheet 105 ) . Please advise. . ANSWER NO. 10 The closed flume inlets are located on 33rd Street at station 410+25 and 421+30 and on 49TH Street at station 698+50 . QUESTION NO. 11 Per the bid specs on line 6460 item 5804-2- 1( Saw Palmetto ( FG, 18 ' HT x 10' SPR 4 " C, CH, SP AS ) e don 't know if this is a typo, but this is an unrealistic Spec . the largest they get is 4-5 ' max , is it possible to get clarification on this . ANSWER NO . 11 The saw palmetto should be 7G, 18" OA, F, @24" OC . In addition , in the Landscape Tabulation of Quantities for the Winkel residence buffer the symbol for the Live Oak trees should be QV-3 . . Page 3 of 14 F:'•,Public Works\ENGINEERING DIVISION PROJECTS10545-66Th Ave SR60 to 57th St (Arcadis)1Admim\Bid Documents\Addendum #2\Addendum No. 2 11 -19-12.doc r QUESTION NO . 12 In response to addendum no . 1 answer no . 7, ". . . . dwellings have already been demolished " . If all of the dwellings have been demolished, sheet (s ) 00310-7 & 00310- 23 item (s) 110-3 remain on the bid schedule. Is this an oversight ? ANSWER NO. 12 The Pay Item Numbers 110-3 from project numbers 0545B and 0545C have been deleted . The Summary of Quantities sheets 31 and 32 have been revised accordingly. QUESTION NO . 13 In response to answer no . 10, the typical sections on sheets 17-22 identify more areas to be cleared other than the bridge & rubble rip-rap areas. .. fyi . ANSWER NO . 13 Correct. QUESTION NO. 14 On page 52 the cross drain on 66th Ave. is referenced as 84" . While on page 79 the cross drain is referenced as 60" . Which size prevails ? ANSWER NO . 14 The culvert underneath 66th Avenue at station 258+59 should be 60" RCP . The culvert pipe in the sub. lateral A-7 canal east of the bridge should be 84" RCP . QUESTION NO . 15 On the utility drawings for 66th Ave there are 12" line stops referenced . Where are these to be paid for? Will you add an item for payment? ANSWER NO. 15 The Itemized Bid Schedule has been revised to include a Pay Item IRGU22 labeled LINE STOPS 8 EA. QUESTION NO . 16 Where is the nearest valves for the 4" force main to isolate the bridge crossing? If they are not close how do you want to bypass the force main during the bridge construction and installation of the new pipe to be located on the bridge ? ANSWER NO . 16 According to Indian River. County Utilities Department the 4" FM is not is use, therefore it can be isolated during bridge construction . QUESTION NO. 17 On the 41"t St bridge, would it be possible to use stay in place deck forms (permanent metal decking) in lieu of forming and stripping? Page 4 of 14 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Adinitri\Bid Docuinents\Addendmn ;#2\Addendum No. 2 114 9-] 2 .doc f - ANSWER NO. 17 Stay in-place metal deck forms are more consistent with a superstructure construction associated with an AASHTO beam structure, not a cast-in-place continuous reinforced concrete flat slab structure . It is unclear on how the contractor would utilize the metal deck forms in the construction . QUESTION NO. 18 Has any consideration been given to re-design of the 41st St. bridge to pre-stressed/post-tensioned as the other bridges? ANSWER NO . 18 No . QUESTION NO. 19 Pay Item 630443A — Plan note on sheet T4 states "Includes cost of installing conduit called in plans as 63041 22 and that run alongside this conduit" . Question : Are the conduits noted in the Bid Schedule as 63041 22 to be included in the cost of 630443A or priced separately as shown in the Bid Schedule ? Or is this 4" conduit to be a sleeve for the 63041 22 conduits ? If so, 2-2" PVC conduits will not fit in the 4" . Please verify the intent and installation scope of items 63041 22 and 630443A . ANSWER NO. 19 The intent of the footnote is that the payment for the directional bore is adequate to install all conduits called out under pay item 630443A and 63041 22, and one 2" conduit be included in item 630443 . Payment for the additional 4" and/or 2" conduits included in the directional bore run will be made under item 63041 22. Separate payment for additional directional bores are not included under item 63041 22 . The 4" conduit is not intended to be a sleeve for the 2" conduits . QUESTION NO . 20 Items 659401 and 659418 (3 & 5 Section Back. Plates ) are included in Bid Schedule (05458) for the intersection at 66th Ave . & 26th Street but not included in the Bid Schedules (A, C, and remainder of B ) . They are also not included at all in the Tabulation of Quantities, but are noted to be installed on ALL 650- 1-XXX signals on ( East-West) approaches . MOT requires them on ALL signals and are also required to have reflective borders . Please clarify. ANSWER NO. 20 Backplates with reflective borders are required for all signals . QUESTION NO. 21 Bid Schedule for (0545B ) has a signalization item section for 26th St. and also a section for 41st St. The plans indicate this intersection to be 45th St . Is this a typo ? Please clarify. ANSWER NO* 21 No it is not a typo . We are proposing signals at 41st and 45th Street intersections . The 41st Street signal plans are a part of the Kimley- Horn plan set, which is labeled as the "66th Ave & 41st Intersection Plans Sta 219+40 to 245+90 .pdf" plans on the CD . Page 5 ,of 14 F:Tub is WorWENGINEERING DIVISION PRO.IECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Adtnim\Bid Docunen&\Addendum #'\Addendum No. 2 11 - 19-12 .doc f q QUESTION NO. 22 Pay item quantities in Bid Schedule do not coincide with quantities in Tabulation of Quantities. As always, we should bid the quantities depicted in the Bid Schedule, correct? Please clarify. ANSWER NO. 22 The bid submitted should reflect the quantities listed in the Itemized Bid Schedule . QUESTION NO. 23 There are valves called out on the pians to be adjusted or raised . Please clarify as to how these are to be paid for. ANSWER NO. 23 A pay item has been added for the valve adjustment. QUESTION NO. 24, On the 66th Ave plans by Arcadis, the .pay item footnotes on sheet 33, #04254322 "includes furnishing & installing curb inlet baskets by Suntree Technologies or equal ." Is this to be part of all of the curb inlets as the number does not correspond to any of the 0425 series items . ( Kimley- Horn plans do not indicate the installation of the curb inlet baskets unless we are mistaken ) . ANSWER NO . 24 Curb .inlet baskets are required at structure S- 206 and S-212 only. QUESTION NO. 25 On the bid form Item No. 430475480 is 80" RCP Is this correct? Should this be 84" RCP ? ( Kimley- Hormplans ) ANSWER NO. 25 The Itemized Bid Schedule Pay Item No . 430475480 has been revised to reflect the size change to an 84" RCP . The Pay Item No also has been revised to 430475484. QUESTION NO. 26 Is there any information available for thickness of asphalt on the existing roadway? ANSWER NO. 26 Indian River County has not performed any coring samples on the existing asphalt. Therefore, we do not have any information available on the thickness of the existing asphalt roadway. QUESTION NO. 27 Is the quantity of subsoil excavation shown on cross section plans included in the Regular excavation items ? ANSWER NO. 27 The subsoil excavation shown on the cross sections between station 128+00 and 163+00 is included in the regular excavation quantities . Page 6 of 14 FAPublic WorksIENGMER]NG DIVISION PROJECt'St0545-66711 Ave SR60 to 57th St (Arcadis)\Admim\Bid Documen&% Addenduni #2\Addendum No. 2 1 l - ] 9- 12.doc QUESTION NO. 28 At what intervals do we need to test for the permeability of the mixed soils shown on sheets 26 and 27 ? ANSWER NO. 28 Permeability tests shall be taken at intervals not to exceed 500 feet in length . A minimum of two permeability tests will be required for each individual Swale segment or dry detention area . QUESTION NO. 29 On page 47 " Open cut repair detail " states Base replacement shall be limerock only. Is Coquina base acceptable? ANSWER NO. 29 Yes . QUESTION NO. 30 Per addendum 1 the quantity for bid item 120-6 has not changed from original bid items to reflect answer to question # 8 ? ANSWER NO. 30 The Embankment quantity ( Pay Item 120-6 ) is independent to the channel excavation quantity ( Pay 120-5 ) . QUESTION NO. 31 There are 2 items for Turn out Construction . Is one for concrete Turn out construction and for asphalt? Or the item that says asphalt is for the asphalt pavement portion of the Turn outs ? ANSWER NO. 31 No . They are both for asphalt turnout construction . This was addressed in the Pre- Bid meeting minutes question no . 10 . The 286- 1 Pay Item refers to total construction and 286- 2 refers to placing asphalt on existing asphalt driveways. Please refer to Pay Item Footnotes on revised sheet 33 which was apart of Addendum No . 1 . QUESTION NO* 32 The units for Asphalt Turn out Construction is Tons in 2 bid items and is SY in another bid item, please clarify? ANSWER NO* 32 The differences in the units are addressed in the Pay Item Footnotes on sheet 33 . The 2864 Pay Item refers to total construction and 286- 2 refers to placing asphalt on existing asphalt driveways . Please refer to Pay Item Footnotes on revised sheet 33 which was apart of Addendum No . 1 . QUESTION NO* 33 Do you have any information on the depth and the size of the well which needs to be plugged ? Page 7 of 14 F:Tublic Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis} Admim\Bid DocumentskAddendunl #2\Addendum No. 2 11 - 19wl ldoc ANSWER NO. 33 The well that needs to be plugged on 41St Street is a 4-inch well . The Itemized Bid Schedule has been revised to include the size of the wells that would need to be plugged . Please note that the depth is unknown . QUESTION NO. 34 Existing grades have not been furnished in the detention pond sites (e . g. sheets 147448, other than cursory grades indicated on the typical sections ) . How should we proceed ? ANSWER NO. 34 Channel excavation ( lake excavation ) quantities are shown on the plans . QUESTION NO. 35 The itemized Bid Schedule has bid item 715-2417 ( 2" PVC Conduit) . This item in the Basis of Estimates is for 4" PVC . Please clarify whether it is 2" or 4" and how it is to be installed Underground, Under Pavement, or Directional Bore . ANSWER NO. 35 The Itemized Bid Schedule Pay Item No . 715 -2417 refers to 2" PVC Conduit . These are the conduits that will be required to be installed under the sidewalk on all the proposed bridges. Please refer to sheet B148 on the Bridge Plans . QUESTION NO. 36 Pay item 685= 106 ( Uninterruptable Power Source) . What type of UPS is required ? Is it stand alone or shelf mounted in controller cabinet? ANSWER NO. 36 Indian River County Traffic Division will require a stand alone Uninterruptable Power Source . QUESTION NO. 37 The Itemized Bid Schedule Section (05458) for 41" Street, which should be for 45th St . has Mast Arm pay items : 649-31406 Qty. ( 2 ), 649-31408 Qty. ( 1 ), and 649-31409 Qty. ( 1) . Plan sheet T-9 and Mast Arm Data Table shows Mast Arm assemblies K, L, M & N being 649-31408 Qty. ( 3 ) and 649-31409 Qty. ( 1 ) . Please clarify pay items and quantities. ANSWER N0 . 37 No . The Itemized Bid Schedule Section (0545B ) (Sta 219+40 to Sta 245+90) is for 41St Street and not 45th Street . Please refer to Kimley- Horn plan set, which is labeled as the "66th Ave & 41st Intersection Plans Sta 219+40 to 245+90. pdf' plans on the CD for the subject intersection . QUESTION NO . 38 The selective clearing & grubbing (0.8 acres- item 11041 2 ) on ' the KHA bid schedule sheet 0031048, we' re have trouble locating the area (or areas ) on the plans . Please advise . ANSWER NO. 38 All clearing and grubbing activities shall be paid for under pay item 11041 1 . Pay item 11041 2 Select clearing and grubbing has been removed from the contract . Page 8 of 14 F ,Public Works\ENGINEERING DIVISION PROJECTS\0545 -66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents\Addendum #2Wddeadum No. 2 114 942.doc QUESTION NO . 39 On the KHA plans, sheet 15, note #2 indicates lateral "A" canal bottom being re-graded through a transition of 50' up and downstream of bridge structure to the existing canal section . Where is •the re- grading to be paid ? Under the bridge rubble rip- rap ? Or the regular excavation ? This note only appears on the KHA plans ( & not Arcadis) ? ANSWER NO. 39 The cost associated with the excavation to install the rubble rip-rap and the associated canal bottom transitions are to be included within pay item 531-34, as per FDOT Specification Section 530. QUESTION NO . 40 The channel excavation ( lake excavation ) volume (44,438 cy- item 120-5 ) on the bid schedule sheet 00310-23 appears excessive to the volumes we have quantified ( over 30%) . Please advise . ANSWER NO. 40 The quantity has been revised to be 38,000 CY: QUESTION NO. 41 Is it possible to e-mail the addendum on Monday afternoon in addition to fed-ex as people will be leaving for the holiday and the extra hours available ( if e- mailed ) will help . ANSWER NO. 41 Indian River County will not email Addendum No . 2 . Addendum No . 2 will be fed-ex and posted on Demand Star. Therefore, all plan holders will have access to the Addendum on Demand Star. QUESTION NO. 42 Please clarify the Class I concrete item for S409A. On the Summary of Drainage Structures there is 4. 53 c.y. of Class I concrete what is this for? Please clarify. ANSWER NO. 42 The 4. 53 Cy of Class I concrete is for endwall number EW 250 in detention area number 6 . QUESTION NO. 43 On the Summary of Drainage Structures a concrete collar is shown for S-206A. The plans reflect 102 If. of 30" CAP being constructed from S-206A to the lake . Where is the collar to be constructed ? Please clarify. ANSWER NO. 43 A concrete collar is not required at this location . QUESTION NO. 44 There is a 72" RCP shown on page 63 of 275 . However there is not a pay item on the bid schedule. Please clarify. Page 9 of 14 F:\Public WorksENGINEERING DIVISION PROJECTS\0545-667h Ave SR60 to 57th St (Amadis)\Admhn\Bid Documents!_Addendum QhAddendum No. 2 114 942 .doc ANSWER NO. 44 The Itemized Bid Schedule has been revised to add a Pay Item No. 430475472 to include the 72" RCP . QUESTION NO* 45 In Addendum # 1 on the summary of quantities for project No . 0545B pay item 633421-3 shows 10, 383 ft of96 strand fiber. In Addendum# 1 on the summary of quantities for project No . 0545C pay item 633421-3 shows 6, 104 ft of96 strand fiber.The total of these two quantities equals 16,487 feet but on the tabulation of quantities the total for the 96 strand fiber under pay item 633421-3 is 14, 237 feet. Why is there a difference in the quantities ? ANSWER NO. 45 The additional quantity reflected on the Itemized Bid Schedule is to include the service slack at every slack/splice box. QUESTION NO. 46 On the Interconnect Plans sheet T44 the 96 strand fiber pay item 633421-3 seems to stop . at a pull box located at approximately 219+50. Is the 96 strand fiber to be coiled at this location or does it need to be terminated or fusion spliced to another fiber optic cable? ANSWER NO . 46 The 96 strand fiber needs to continue north from approximately station 219+40 to 245 +90. Although the plans do not show the fiber continued in this area the Itemized Bid Schedule under section 41" Street Intersection Sta 219+40 to 245+90 was revised in Addendum No . 1 to include the quantity under Pay Item No . 633421-3 . QUESTION NO. 47 On the Interconnect Plans sheet T45 the 96 strand fiber pay item 633421-3 seems to begin at a pull box located at approximately 246+00. Is the 96 strand fiber to be coiled at this location or does it need to be terminated or fusion spliced to another fiber optic cable? ANSWER NOo 47 Please refer to answer No .46 above. QUESTION NO. 48 On pages 61, 62, 71, 80 & 84 reference is made to deflections of the 12" RWM and 12" W. M . . These deflections include fittings , 12" double line stops , restraining existing pipe and deflections to be constructed on the existing 12" RWM & 12" W. M . Please clarify how and where will the costs of these deflections and line stops be applied to on the bid form . ANSWER NO. 48 Refer to the utility plans for this project. The cost of all fittings, joint restraints, and deflections is to be included in the cost of the water main pipe . An item has been added for the line stops . QUESTION NO* 49 Are all the light poles and electrical poles to be removed by others? Some of the poles to be removed do not say by others they just say to remove light pole. Page 10 of 14 FAPublic Works\ENGINEERING DIVISION PROJECTS\0545.66ni Ave SR60 to 57th St (Atradis)\Admitn\Bid Documents\Addendunh #2\Addendum No. 2 - - II4942.doc ANSWER NO. 49 FPL and/or the City of Vero Beach Electric will remove and/or relocate all facilities under their ownership conflicting with the work. The contractor will be responsible for the removal of all other existing light poles and electrical poles within the limits of construction . QUESTION NO. 50 In Kimley Horn plans they call " F Curb Special " . Is this the same as F Curb Modified ? ANSWER NO. 50 Yes . QUESTION NO. 51 In Kimley Horn plans on sheet 20, the note for F curb Modified states " Reinforcement to be included only in intersection returns" . Please clarify what kind of reinforcement in F curb is required ? ANSWER NO. 51 This note is extraneous and has been removed from the associated detail . QUESTION NO. 52 Under which item the 6" concrete around inlets are being paid for? ANSWER NO. 52 Items 0425 1901 & 0425 1902 . QUESTION NO. 53 Our interpretation of the bridge traffic plans are the following options : A . ) Either close and construct each bridge separately (all bridges not to exceed 120 calendar days individually) B . ) Choose Alternate 1 then separately construct 37th then 45th ( alt . 1 and each bridge following not to exceed 120 calendar days individually) C. ) Choose Alternate 2 then separately construct 33rd then 41st then 49th ( alt. 2 and each bridge following not to exceed 120 calendar days individually) D . ) Choose Alternate 1 then follow with Alternate 2 ( both alternates not to exceed 120 calendar days individually) We just want to make sure that options " B ." and "C ." are available and we are not bound to "D . " or using both alternates if we choose to go the route of combining bridges . ANSWER NO . 53 The road closures for bridge construction is as outlined in Division 2 Technical Provisions Section 102- Maintenance of Traffic Item F . If the CONTRACTOR chooses Alternative 1 then all the side streets for bridge construction with Alternative 1 can be closed for a period not to exceed 120 calendar days . The CONTRACTOR will not be responsible to start Alternative 2 or vice versa immediately after completing one Alternative . The CONTRACTOR has the option of closing one side street to construct one bridge at a time, but please note that the substantial completion on the subject project is only 470 calendar days . Page 11 of 14 HPublic WorksIENGINEERING DIVISION PROJECTS`,0545-66T1i Ave SR60 to 57th St (A:tradis)\Admim\Bid Documents\Addendum #21Addendum No. 2 I l m ] 942.doc QUESTION NO. 54 Please provide clarification as to whether televising & laser profiling of the proposed drainage pipe will be required for this project. It was not required on the previous 66th St. Rdwy. Improvements project (to the south of this one ) . As in the previous project I don 't see anything in the docs stating that it is or is not required . In the previous project, per addendum # 2, it was not required . Please clarify. ANSWER NO. 54 No, Indian River County will not require televising and laser profiling of the proposed storm drainage pipes . QUESTION NO. 55 Please provide clarification as to what the exact requirements are for the modifications to the existing control structures . ANSWER NO. 55 Refer to plan sheet number 46 of the roadway plans . The existing control structure located at the Vista Plantation property and at the Woodfield Trillium property will be modified in accordance with the details shown on plan sheet number 46 . QUESTION NO. 56 There are ( at least ) 2 locations that the plan identifies an existing inlet to be adjusted . One of those is an adjustment of (what appears to be ) an existing type 3 or 4 curb inlet top . That would likely involve removal / replacement of the (field poured ) top (very different than adjusting a manhole or ditch bottom inlet) . Under what item will these costs be covered ? ANSWER NO. 56 An item has been added for adjusting inlets . QUESTION NO. 57 Typical sections on the Arcadis plans, sheets 26-27 of 275, indicates mixing of existing soils with clean . granular fill material to achieve a minimum permeability rate of 10 ft/day and "refers to plans and cross sections" . The plans and the cross sections do not indicate the "mixing" of any of the soils . within the stated stations . Previous areas requiring undercut and replacement had been defined on the cross sections (sheets 181492, stations 128+00-163+00) and are not indicated to have any special "enhancement Are we to quantify the volumes based on the use of the typical sections? Please advise . ANSWER NO . 57 The callout "refers to plans and cross sections" pertains to the width between the right of way line and the edge of the stabilized shoulder. The existing soils within all swale areas and dry detention areas shall be mixed with clean granular fill material to achieve a minimum permeability rate of 10 ft/day as shown on the typical sections and pond details . Page 12 of 14 F:\Public Worlcs\ENGINEERING DIVISION PRO.IECTS\0545-66711Ave SR60 to 57tH St (A:t=dis)\Admim\Bid Documents\Addendwn #2\Addendum No. 2 11 - 19- 12.doc QUESTION NO. 58 In reference to page 00456-2- Qualifications Questionnaire, item 11, it states to attach a "notarized financial statement and other information that documents the firm ' s' financial strength and history" . What exactly is the County requesting since we are FDOT qualified and have more than adequate bonding capacity? As a privately held company, financial statement are confidential . ANSWER NO. 58 If the CONTRACTOR submitting a bid is pre qualified with the Florida Department of Transportation ( FDOT) then in lieu of a notarized financial statement Indian River County will accept FDOT pre qualification . QUESTION NO. 59 Addendum # 1 Sheet T4 note #29 says that data conversion will be accomplished with an Ethernet switch . Who is providing and installing the Ethernet switch ? if it is the fiber optic cable installer please include the manufacturer and part number for the Ethernet switch . ANSWER NO. 59 It will be the contractor' s responsibility to furnish and install the Ethernet switch and to coordinate this work with the various subcontractors. QUESTION N0. 60 Addendum # 1 Sheet T4 note #30 says that the fiber optic cable shall be furnished and installed with a trace wire in each conduit run . What size or AWG trace wire is required for this? ANSWER NO* 60 The trace wire shall be a continuous # 10 stranded copper trace wire . QUESTION NO. 61 What type fiber optic pigtails should be spliced onto the 12 strand fiber to the signal cabinets ? ANSWER NO. 61 The main trunk line for the ITS cable shall be 96 strand . At each cabinet the main line . will be connected to the 12 strand fiber optic line . QUESTION NO. 62 On the Arcadis plans, sheet 48 of 275, pavement restoration is necessary for the gravity wall and drainage in the vicinity. Where are the restoration costs to be included ? ANSWER NO. 62 Pavement restoration shall be included in the cost of the gravity wall . QUESTION NO. 63 In the same location , there is an area of overlay in the parking lot that is to occur. Where are those costs to be attributed ? What depths of overlay are expected ? Page 13 of 14 F'sPublic WorWE NI GMEERING DIVISION PROJECTS10545.66Th Ave SR60 to 57th St (Anadis)1Admim\Bid DocumentE Addendum #21Addendum No. 2 I I -19- 12.doc ANSWER NO. 63 The resurfacing is included in the cost of the item Superpave Asphaltic Concrete, Traffic C, SP42 . 5 Pay Item No . 334-1= 131) under 05458. The thickness varies from a maximum of approximately 1400t at the property line to 1-inch at the limits of construction . This includes sawcutting and construction of a butt joint at the limit of paving to match existing grades . ATTACHMENTS : 1 . Itemized Bid Schedule ( Pages 00310-3 through 00310-32 ) 2 . Revised Plans Sheets ( KHA Plan sheets 6 & 20 ; Arcadis sheets 30,31, 32, 33, 34,41,42, 52, 56, 61, 63,74,96,97, 155, UT-01, Lucido & Associates sheet 45 and Bridge Design sheet SK- 1 ) * * * * * * * * * * * * *This Addendum MUST be returned with your Bid * * * * * * * * * * * * * * AD4ND10e *2 is submitted by . ArjPE., Project Engineer and Jef Davis, urchasing Mi6ager Company Name Name .• Title* (Type / Printed ) Authorized Signature . Date . Telephone . Fax. Page 14 of 14 F:`,PubTic WorksIENGINEERING DIYIS10N PROJECTS10545-66Th Ave SR60 to 57th St (Arcadis)\Admim\Bid Documents,Addendwn #21Addendum No. 2 I I - 19A 2.doc f _ ADDENDUM #2 11494012 ITEMIZED BID SCHEDULE ` ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S-R- 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: Item No : Fs aa: Desch on ',: rR. r fir ' .. r' w h , x . artzgiia» =Unit . e :_Unit Ptice, Arnourtti", _ FROM STA 115+68.03 TO STA 129+00 0545A) 101 -1 MOBILIZATION 1 LS PROJECT PHOTOGRAPHSNIDEOS & AERIAL 101 - 1A PHOTOGRAPHY 1 LS 102-1 MAINTENANCE OF TRAFFIC 1 LS 10410-3 SEDIMENT BARRIER 21400 LF 10411 FLOATING TURBIDITY BARRIER 110 LF 10415 SOIL TRACKING PREVENTION DEVICE 2 EA 104- 18 INLET PROTECTION SYSTEM 4 EA 108-1 AS-BUILT DRAWING BY REGISTERED SURVEYOR 1 LS 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS 108-3 N . P . D . E . S. PERMITTING 1 LS 110AA CLEARING & GRUBBING 1 LS 120- 1 EXCAVATION REGULAR 994 CY 120-6 EMBANKMENT, COMPACTED IN PLACE 1 , 740 CY 121 -70 FLOWABLE FILL 100 CY 1604 TYPE B STABILIZATION - 12" SUBGRADE LBR 40 11320 SY 285-709 10" OPTIONAL BASE GROUP 9 O LIFTS 738 SY SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP- 12 . 5) 3341 - 13A (1351 738 SY SUPERPAVE ASPHALTIC CONCRETE SURFACE COURSE 3341 - 13B (TRAFFIC C SP-9.5 1 " 61600 SY SUPERPAVE ASPHALTIC CONCRETE SURFACE COURSE 3341 - 13C (TRAFFIC C SP-9. 5 1 . 25" 11556 SY 339-1 MISCELLANEOUS ASPHALT PAVEMENT 4 TN 350- 1 - 1 PLAIN CEMENT CONCRETE PAVEMENT, 6" 33 SY 400-0- 11 CONCRETE CLASS NS , GRAVITY WALL 17 , CY 515- 1 -1 STEEL GUIDERAIUHANDRAIL 77 LF 520-1 - 10 CONCRETE CURB & GUTTER PE "F" 21171 LF 520- 1 -70 CONCRETE CURB & GUTTER PE "E" 12 LF 00310-3 R Public WorksENGINEERING DMSION PROJECTS10545-66Th Ave SR60 to 57th St (Arcadis)Wdmim%Bid DocumentsWddendum #2Utemized Bid Schodul"545 ADD2.xis ` ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE ' ADDENDUM #1 11 -9-2012 PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ol Ite�ii'No. * Desert tion .t= ; , , . , . { " s; iIV FROM STA 115+68.03 TO STA 129+00 (0545A 522-2 SIDEWALK CONCRETE , 6" THICK 218 SY 523A PATTERNED/TEXTURED PAVEMENT, CONCRETE 44 SY 538A GUARDRAIL, RESET 100 LF 630- 1 - 12 CONDUIT SIGNALS (F&I) (UNDERGROUND 313 LF 630- 1 - 13 CONDUIT SIGNALS (F&I) (UNDERPAVEMENT SAWCU 2" 475 LF 630- 1 -13A CONDUIT SIGNALS (F&I) (UNDERPAVEMENT SAWCU 4" 475 LF 630- 1 -22 CONDUIT SIGNALS F UNDERGROUND 950 LF 632-7- 1 CABLE - SIGNAL (F& I) 1 PI * 633- 121 - 1 CABLE -FIBER OPTIC (F& I) (UNDERGROUND 96 FIBER 150 LF 635- 1 -11 PULL & JUNCTION BOXES (F&I ) (PULL BOX 21 EA 639- 1 -21 ELECTRICAL POWER SERVICE SIGNALS 1 AS 639-2-1 ELECTRICAL SERVICE WIRE 200 LF 639-3-11 ELECTRICAL SERVICE DISCONNECT (F&I) (POLE 1 EA PRESTRESSED CONCRETE POLE (F& I) (TYPE P- 11 SERVICE 641 -2- 12 POLE 1 EA mmVmV 646- 1 -11 ALUMINUM SIGNALS POLE (F& I ) (PEDESTAL 7 EA ' MAST ARM ASSEMBLY (F&I) 150 SINGLE ARM WITHOUT 649-31 -103 LUMINAIRE 60' 1 &MMEA oftommmommV MAST ARM ASSEMBLY (F& I) 150 SINGLE ARM WITHOUT 649-31 -104 LUMINAIRE 70.5' 2 EA MAST ARM ASSEMBLY (F& I) 150 DUAL ARM WITH LUMINAIRE 649-31 - 119 70 . 5'-70.5' 1 EA 650-51 -311 TRAFFIC SIGNAL (F& I) (3 SECTION 1 WA STD 11 AS ' 650-51 -511 TRAFFIC SIGNAL (F&I ) (5 SECTION 1 WA STD 6 AS 653- 191 SIGNAL , PEDESTRIAN F71 LED COUNTDOWN) ( l WAY) 8 AS 663-74- 11 VEHICLE DETECTOR ASSEMBLIES (F& I ) (OPTICAL 4 EA 665- 11 PEDESTRIAN DETECTOR (F& I) (POLE MOUNTED 8 EA 670-5-110 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA oVoVVVfto1 AS 678- 1 - 110 CONTROLLER ACCESSORIES F& I PE IV TIME SWITCH 1 EA 00310-4 FAPublic Works\ENGINEERING DMSION PROJECTS10545,66Th Ave SR60 to 57th St (Areadis)\Admim\Bid Documents% iddendum Mtem¢ed Bid Schedule-0545 ADD2.As f " ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE * ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ItE1T1:N0 r vet a . ? ; Desai 011:�+ + '}%� a� rSt� ,.T ��,. Sx'�. . 7 #.,:, m:•.`�"r�n.e- t i; a4t, , . . 1::�U8n '�Unit �,.;Unit iPrtGe �. nAmobnt%: . �' : �. FROM STA 115+68 .03 TO STA 129+00 0545A 685-106 SYSTEM AUXILIARIES UNITERUPTABLE POWER SOURCE 1 EA 685- 120 SYSTEM AUXILIARIES (TELEMETRY TRANSCEIVER 1 EA 685- 128 SYSTEM AUXILIARIES INTERFACE PANEL 1 EA 686-101 CCN CAMERA ASSEMBLY 1 EA 690- 10 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL 9 EA 690-20 PEDESTRIAN SIGNAL ASSEMBLY REMOVAL 6 EA 690-33-2 POLE REMOVAL DEEP BOLT ON ATTACHMENT) 80 LF 690-50 CONTROLLER ASSEMBLY, REMOVAL 1 EA 690-60 VEHICLE DETECTOR ASSEMBLY REMOVAL 11 EA 690-70 PEDESTRIAN DETECTOR ASSEMBLY REMOVAL 6 EA 690-80 SPAN WIRE ASSEMBLY REMOVAL 1 EA 690-90 CONDUIT AND CABLING REMOVAL 1 PI 690- 100 SIGNAL EQUIPMENT, MISCELLANEOUS REMOVAL 1 PI 699-1 - 1 INTERNALLY ILLUMINATED STREET NAME SIGN 66TH AVE 2 EA 699-1 - 1 INTERNALLY ILLUMINATED STREET NAME SIGN S . R. 60 2 EA 700-20- 11 SIGN , SINGLE POST (F&I) (LESS THAN 12 SF) 3 AS 700-20-60 SIGN , SINGLE POST (REMOVE) 1 AS 700-21A1 SIGN , MULTI POST (F& I) (50SF OR LESS) 1 AS 700-48- 18 SIGN PANEL (F& I) (15 OR LESS) (R03-04) 4 EA 70048-18 SIGN PANEL (F&I) (15 OR LESS) (R10- 16) 2 EA 70048-60 EXISTING SIGN PANEL (REMOVE) 5 EA 705- 1 - 1 OBJECT MARKER, TYPE 1 3 EA 706-3 R. P . M . BI -DIRECTIONAL AMBER/AMBER 69 EA 706-3 R. P . M . BI-DIRECTIONAL HITE/RED 92 EA 711 -11 -111 THERMOPLASTIC SOLID TRAFFIC STRIP 6" WHITE 0 .60 NM 711 - 11 -123 THERMOPLASTIC SOLID TRAFFIC STRIPE 12" WHITE 381 LF D03105 R Public Works%ENGINEERING DIVISION PROJECTS10545.66Th Ave SR60 to 57th St (Arcadis)Mmim%Bid DocumentsV+ddendum 02i tem¢ed Bid Schedul"545 ADD2.xls * ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 M94012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: Item`NO . s Pesul On "S . k.. J 4y S } ' `,4w d n;Qll2 Unit {-.lJnit �rics a e,;• Amounti�, FROM STA 115+68 .03 TO STA 129+00 (0545A) 711 - 11 - 125 THERMOPLASTIC SOLID TRAFFIC STRIPE 24" WHITE 95 LF 711 - 11 - 131 THERMOPLASTIC, STANDARD, WHITE , SKIP, 6' 1 10'-30' 0 .02 GM 711 - 11 - 131 THERMOPLASTIC , STANDARD , WHITE , SKIP, 6 6'- 10' 288 LF 711 -11 - 170 THERMOPLASTIC WHITE STANDARD TURN ARROWS 15 EA 711 - 11 -211 THERMOPLASTIC SOLID TRAFFIC STRIPE 6" YELLOW) 0.29 NM THERMOPLASTIC SOLID TRAFFIC STRIPE (6" YELLOW) 711 -11 -211A DOUBLE 0. 10 NM 711 - 11 -224 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" YELLOW) 30 LF THERMOPLASTIC , STANDARD, YELLOW, 711 - 11 -251 DOTTED/GUIDELINE/ 10'-30' GAP , 6" 90 1 JLF783-6- 1 ITS SPLICE BOX FOR FIBER OPTIC 1 LANDSCAPING PERFORMANCE TURF - SOD (ARGENTINE BAHIA) 570- 1 -2 (INCLUDES : TOP SOIL , FERTILIZER, AND WATERING) 21190 SY 580- 1 - 1A CROWN OF THORNS 50 EA 580A1113 PARSON' S JUNIPER 282 EA 580AAc MUHLEY GRASS 50 EA 580- 1 -1D DWARF INDIAN HAWTHORNE 1211HTX 1511SPR (24" O. C .) 297 EA 580A1 2A EAST PALATKA HOLLY 1 EA 580- 1 -2C PYGMY DATE PALM 4'-6' SINGLE TRUNK 3 EA 580-1 -213 NATCHEZ CRAPE MYRTLE 3 EA IRRIGATION SYSTEM , COMPLETE (INCLUDES WELL, PUMPS , 590-70 ELECTRICAL SERVICE CONDUIT, SPRINKLERS , ETC .) 1 LS 801 TRENCH SAFETY COMPLIANCE OVER 5' SEE SEC . 00454 1 LS 802 TRENCH SAFETY COMPLIANCE SHORING SEE SEC . 00454 1 LS 803 PUBLIC CONSTRUCTION BOND 1 LS FROM STA 115+68 . 03 TO STA 129+00 0545A SUB TOTAL 00310,6 F:%Public Works\ENGINEERING DMSION PROJECTS10545-66Th Ave SR60 to 57th St (Arcadis)'AdmimSid Documents\Addendum #2Utemized Bid Schedule-0545 ADD2.)ds I — ADDENDUM #2 11494012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 054512013008 BIDDER'S NAME: Item ND r .,v S . Descrlpb t ;;lJnk ::unit Ptice4 , � x ..,rAmbtirit.�"„ FROM STA 129+00 TO STA 219+40 05456 ROADWAY IMPROVEMENTS 101A MOBILIZATION 1 LS PROJECT PHOTOGRAPHS/VIDEOS & AERIAL 101 - 1A PHOTOGRAPHY 1 LS 102A MAINTENANCE OF TRAFFIC 1 LS TRAFFIC CONTROL OFFICER (OFF DUTY LAW 102-14 ENFORCEMENT) 500 MH 102-99 CHANGEABLE VARIABLE MESSAGE SIGN 4 1 , 880 PD 104- 10-3 SEDIMENT BARRIER 30 , 950 LF 104- 11 FLOATING TURBIDITY BARRIER 11720 LF 104- 15 SOIL TRACKING PREVENTION DEVICE 14 EA 104-18 INLET PROTECTION SYSTEM 74 EA 108- 1 AS-BUILT DRAWING BY REGISTERED SURVEYOR 1 LS 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS 108-3 N . P . D . E . S . PERMITTING 1 LS 109-71 -3 FIELD OFFICE , 900 SF 540 JPD 110- 1 - 1 CLEARING & GRUBBING 1 LS 110-6 PLUGGING 4" WATER WELL DEPTH UNKNOWN 1 EA ro 120- 1 EXCAVATION REGULAR 619311 CY CHANNEL EXCAVATION (DETENTION AREA) (1 /2 of the volume 120-5 from Detention Area #4 to remain on Peterson's Property) 21 ,316 CY 120-6 EMBANKMENT, COMPACTED IN PLACE 134,328 CY 12140 FLOWABLE FILL 100 CY 1604 TYPE B STABILIZATION - 12" SUBGRADE LBR 40 104 ,054 SY 285-709 10" OPTIONAL BASE GROUP 9 O LIFTS 98 , 994 SY 286A TURNOUT CONSTRUCTION 31096 SY 286-2 TURNOUT CONSTRUCTION - ASPHALT 207 TN 32740- 1 MILLING EXISTING ASPHALT PAVEMENT 1 " AVG . 112 SY SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP- 334A113A 12 . 5) ( 1 . 75" 98 , 994 SY 00310-7 FAPublic Works1ENGINEERING DIVISION PROJECTS1054,"Uh Ave SR60 to 57th St (Arcadis)Wdmfm1Bid DocumentsWddendum #2ulem¢ed Bid Schedu"545 ADD2.xls f - ** ADDENDUM, = 11 -19-2012 ITEMIZED BID SCHEDULE ` ADDENDUM #1 114-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S .R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: OIA �mx .. FROM STA 129+00 TO STA 219+40 (05458 ASPHALTIC CONCRETE SURFACE COURSE (TRAFFIC C) (SP- 3341 - 13C 995 1 . 25" 98, 994 SY ASPHALTIC CONCRETE SURFACE COURSE (TRAFFIC C) (SP- 334 A 3D 9 . 5) 140 TN 339A MISCELLANEOUS ASPHALT PAVEMENT 290 TN 350- 1 - 1 PLAIN CEMENT CONCRETE PAVEMENT 6" 914 SY 400-QA 1 CONCRETE CLASS NS , GRAVITY WALL 529 CY 400A1 2 CONCRETE CLASS I , ENDWALLS 18 CY 400Aw2 CONCRETE CLASS 11 , ENDWALLS 20 CY. 415- 1A REINFORCING STEEL, ROADWAY 21095 LB 425- 1 -312 INLETS, CURB, TYPE "P-1 " , > 10' 2 EA 425A1 351 INLETS , CURB , TYPE "P-5", < 10, 16 EA 425A1 361 INLETS , CURB , TYPE "P-6", < 10' 24 EA 425A1 362 INLETS , CURB , TYPE 1?4", > 10, 2 EA 425A451 INLETS , CURB , TYPE 11J-5" < 10' 1 EA 425A461 INLETS, CURB, TYPE 11J-6", < 10' 6 EA 425A1 521 INLETS , DITCH BOTTOM PE licit ) < 10' 17 EA 425A1 551 INLETS , DITCH BOTTOM PE "E" < 10' 2. EA 425A1 901 INLETS , SPECIAL, < 10' 6 EA 425A1 902 INLETS , SPECIAL, > 10' 2 EA 425- 1 -910 INLETS , CLOSED FLUME , TYPE 11 , DOUBLE BARREL 2 EA 425-241 MANHOLES , P-7 , < 10' 3 1 EA 425-2-71 MANHOLES , J-7 , < 10' 7 EA 425-242 MANHOLES , J-7 , > 10' 1 EA 425-3-81 CONTROL STRUCTURE 2 EA 4254 INLET, ADJUST 2 EA 425-5 MANHOLES , ADJUST 1 EA 425A 1 MODIFY EXISTING CONTROL STRUCTURE 2 EA 430A74- 112 PIPE CULVERT, RCP, ROUND 12" S/CD 120 LF ooalo•s FAPublic Works\ENGiNEERING DMSION PROJECTSW545.66Th Ave SR6Q to 57th St (Arcadls)\Admim\Bid Documents\Addendum #2Utemized Bid Schedul"545 ADD2.xls f ** ADDENDUM #2 11494012 ITEMIZED BID SCHEDULE * ADDENDUM #1 114.2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 054512013008 BIDDER'S NAME : Item,NO. .,v „ DCSCft Of4;��+ . .Y .q--, i. , + . ,.�-�-„ , ,; � a •r „* � . s e fzPWQIie <' =Unit 1 +• � 'q i Y t 430- 174124 PIPE CULVERT, RCP, ROUND 24" S/CD 2 ,034 LF FROM STA 129+00 TO STA 219+40 (05458 430-174- 130A PIPE CULVERT, RCP, ROUND 30" S/CD 11497 LF 430- 1741306 PIPE CULVERT, CAP, ROUND 30" S/CD 437 LF 430A74136 PIPE CULVERT, RCP, ROUND 36" S/CD 1 ,609 I LF 430- 174- 142 PIPE CULVERT, RCP , ROUND 42" S/CD 55 LF 430AAA48 PIPE CULVERT, RCP ROUND 48" S/CD 551 LF 430A74160 PIPE CULVERT, RCP , ROUND 60" S/CD 352 LF 430- 175- 118A PIPE CULVERT, RCP , ROUND 18" S/CD 59297 LF 430A75- 1186 PIPE CULVERT, CAP , ROUND 18" S/CD 240 LF ** 430- 175- 172 PIPE CULVERT, RCP, ROUND 72" S/CD 100 LF 430- 175- 184 PIPE CULVERT, RCP , ROUND 84" S/CD 149 LF 430- 175-236A PIPE CULVERT, CAP, ELIPTICAL, 36" S/CD 40 LF 430- 175-2366 PIPE CULVERT, RCP , ELIPTICAL, 36" S/CD 399 LF 430A75-242 PIPE CULVERT, RCP, ELIPTICAL, 42" S/CD 438 LF 430A75-248 PIPE CULVERT, RCP , ELIPTICAL, 48" S/CD 601 LF 430-982- 125 MITERED END SECTION , RCP , 18" 20 EA 440AA0A UNDERDRAIN WITH SOCK FILTER 4" DIAMETER 11372 LF 440- 1AQB UNDERDRAIN WITH SOCK FILTER 8" DIAMETER 197 LF 440-734 UNDERDRAIN OUTLET PIPE 10" 33 LF 440-73-5 UNDERDRAIN OUTLET PIPE 12 35 LF 514-71 -2 PLASTIC FILTER FABRIC , STABILIZATION 31301 SY 515A1 l HANDRAIL-GUIDERAIL, STEEL 21610 LF 520A1 10 CONCRETE CURB & GUTTER PE "F' 37 , 829 LF 520- 1 -70 CONCRETE CURB & .GUTTER PE "E" 108 LF 003109 R%Pubfic Works%ENGINEERING DMSION PROJECTS0545.66Th Ave SR60 to 57th St (Aresc is)MmlmXBid DocumentMAddendum Mtemized Bid Schedul"545 AD02xIs I #" ADDENDUM #2 1149-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: 4 Item'.NO . 3r DesCri Y�CHI lt Pfi ;UgRflCB r 7 Amount' a. FROM STA 129+00 TO STA 219+40 (05451 5220m2 SIDEWALK CONCRETE , 6" THICK 10,487 SY 523- 1 PATTERNED/TEXTURED PAVEMENT, CONCRETE 22234 SY 530- 1 RIP RAP, SAND CEMENT 40 CY 530-3-3 RIP RAP, RUBBLE , BANK & SHORE 149 TN GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL 536- 1 - 1 LENGTH) 71745 1 LF 536-7 SPECIAL GUARDRAIL POST 60 EA 536-8 GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY, F& I 4 EA 536-82 GUARDRAIL ANCHORAGE CONCRETE BARRIER WALL 1 EA 536-82-24 GUARDRAIL END ANCHORAGE ASSEMBLY - PARALLEL 1 EA 536-82-25 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE II 3 EA 536-85-26 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE CRT 1 EA 538A GUARDRAIL RESET 580 LF 54475- 14 CRASH CUSHION - QUADGUARD 1 EA 544-75-21 CRASH CUSHION - TAU- II 2 EA 550A02- 18 FENCING , RELOCATE EXISTING 443 LF 550- 102-22 FENCING , TYPE B , 5. 1 '-6 .0' , with VINYL COATING 2 , 736 LF 550-602- 13 FENCE GATE, TYPE B, SINGLE , 12 . 1 '- 18 . 0' OPENING 2 EA 630-1 - 12 CONDUIT SIGNALS (F& I) (UNDERGROUND 179442 LF 630- 1 - 13 CONDUIT SIGNALS (F&I) (UNDERPAVEMENT SAWCU 2" 967 LF 630- 1 - 13A CONDUIT SIGNALS (F& I) (UNDERPAVEMENT SAWCU 4' 11259 LF 630A1 22 CONDUIT SIGNALS F UNDERGROUND 11748 LF 632-7-1 CABLE - SIGNAL (F&I) 1 PI * 633- 121 - 1 CABLE - FIBER OPTIC ( F&I) (UNDERGROUND) 150 LF * 633-121 -3 CABLE - FIBER OPTIC (F&I) (UNDERGROUND) 96 FIBER 10 , 383 LF 635- 1 - 11 PULL & JUNCTION BOXES (F& I ) (PULL BOX 31 EA 635- 1 - 15 PULL & JUNCTION BOXES (F& I) (FIBER OPTICS 24 EA F:1Public Works%ENGINEERING DMSION PROJECTSt0545-66ThAve SR60 to 57th St (Anxds)WdmimlBid DocumentsVAddendum #2Utemaed Bid Schedule-0545 ADD2.xis 00310.10 I " ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE ' ADDENDUM #1 1144012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ItCItOr .. r : ,.. ;^;.S• Re'3cci O/1 :' f.. ai. . -s:. . ,xi_ . . - .. ; r . , . ,,.. - F.r. , R ,'*` , s', . �x"gP �U9 t : x ,'r'r Unft , :;;Unit Puce , Amount", ,� + FROM STA 129+00 TO STA 219+40 (0545B 639A1 21 ELECTRICAL POWER SERVICE SIGNALS 1 AS 639-2-1 ELECTRICAL SERVICE WIRE 200 LF 639-3- 11 ELECTRICAL SERVICE DISCONNECT (F&I ) (POLE 1 EA 646AAl ALUMINUM SIGNALS POLE (F& I) (PEDESTAL 8 EA PRESTRESSED CONCRETE POLE (F&I) (TYPE P- 11 SERVICE 641 -2A2 POLE 1 EA MAST ARM ASSEMBLY (F& I) 150 SINGLE ARM WITH 649-31 - 107 LUMINAIRE 46' 2 EA MAST ARM ASSEMBLY (F&I) 150 SINGLE ARM WITH 649-31 - 108 LUMINAIRE 60' 2 EA 650-51 -311 TRAFFIC SIGNAL (F&I) (3 SECTION 1 WA STD 5 AS 650-51 -511 TRAFFIC SIGNAL (F&I ) (5 SECTION 1 WA STD 5 AS 653-191 SIGNAL, PEDESTRIAN F71 LED COUNTDOWN . 8 AS 659- 101 SIGNAL HEAD AUXILIARIES F&I BACKPLATES , 3 SEC 2 EA 659-107 SIGNAL HEAD AUXILIARIES F& I ALUMINUM PEDESTAL 3 EA SIGNAL HEAD AUXILIARIES (F& I) (BACKPLATES , 5 SECTION 659- 118 CLUSTER) 2 EA 663-7411 VEHICLE DETECTOR ASSEMBLIES (F& I) (OPTICAL 4 EA 665A1 PEDESTRIAN DETECTOR (F&I) (POLE MOUNTED 8 EA 670-5- 110 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA 1 AS 678AA 10 CONTROLLER ACCESSORIES F&I PE IV TIME SWITCH 1 EA 685- 106- SYSTEM AUXILIARIES UNITERUPTIBLE POWER SOURCE 1 EA 685- 120 SYSTEM AUXILIARIES TELEMETRY TRANSCEIVER 1 EA 685= 128 SYSTEM AUXILIARIES INTERFACE PANEL 1 EA 686= 101 CCTV CAMERA ASSEMBLY 1 EA 690A0 SIGNAL HEAD ASSEMBLY REMOVAL 8 EA • 690-20 PEDESTRIAN SIGNAL ASSEMBLY REMOVAL 4 EA 690-32- 1 SHALLOW POLE REMOVAL 4 EA 690-50 CONTROLLER ASSEMBLY, REMOVAL 1 EA 690=60 VEHICLE DETECTOR ASSEMBLY REMOVAL 8 EA 00310.11 FVublic Works%ENGINEERING DIVISION PROJECTS%0545,66Th Ave SR60 to 57th St (Arcadis)%AdmimlBid DocumentslAddendum 92Utem¢ed Bid Schedule-0545 ADD2.xls I ** ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE * ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 054612013008 BIDDER'S NAME: Itelr NO, s k c m 4 w F" ter; 4 .,,.. .� *, ` 50 " Quan < lUnk mour'rt .., FROM STA 129+00 TO STA 219+40 (0545B 69040 PEDESTRIAN DETECTOR ASSEMBLY REMOVAL 4 EA 690-80 SPAN WIRE ASSEMBLY REMOVAL 4 EA 690-90 CONDUIT AND CABLING REMOVAL 1 PI 690- 100 SIGNAL EQUIPMENT, MISCELLANEOUS REMOVAL 1 PI INTERNALLY ILLUMINATED STREET NAME SIGN (66TH 699-101 AVENUE) 2 EA INTERNALLY ILLUMINATED STREET NAME 'SIGN (26TH 699101 STREET) 2 EA 700-20- 11 SIGN , SINGLE POST (F&I) (LESS THAN 12 SF) 36 AS 700-20A2 SIGN , SINGLE POST (F&I) (12-20 SF) 5 AS 700-20-14 SIGN , SINGLE POST (F&I) (20-30 SF) 5 AS 700-2040 SIGN , SINGLE POST (RELOCATE) 6 AS 700-20-60 SIGN , SINGLE POST (REMOVE) 33 AS 70048-60 EXISTING SIGN PANEL (REMOVE) 2 EA 705A1 l OBJECT MARKER, TYPE 1 6 EA 706-3 R. P. M . BI- DIRECTIONAL AMBER / AMBER 820 EA 706-3 R. P . M . BI-DIRECTIONAL WHITE / RED 713 EA 71lA lA 11 THERMOPLASTIC SOLID TRAFFIC STRIP 6" WHITE 5. 76 NM 711A lA 12 THERMOPLASTIC SOLID TRAFFIC STRIP 8'! WHITE 0.47 NM 711A lA23 THERMOPLASTIC SOLID TRAFFIC STRIPE 12" WHITE 11500 LF 711IA 1 - 124 THERMOPLASTIC SOLID TRAFFIC STRIPE OF WHITE 624 LF 711AlA25 THERMOPLASTIC SOLID TRAFFIC STRIPE 24" WHITE 454 LF 711A lA31 THERMOPLASTIC SKIP STRIPE 6" WHITE 10'-30' 3 .42 GM 711 - 11A31 THERMOPLASTIC SKIP STRIPE 6" WHITE 6 10' 1 , 590 LF 711A IA31 THERMOPLASTIC SKIP STRIPE 6" WHITE 214' 58 LF 711AlA70 THERMOPLASTIC WHITE STANDARD TURN ARROWS 70 EA 711 - 11 -211 THERMOPLASTIC SOLID TRAFFIC STRIPE 6" YELLOW) 6. 54 NM F01Public Works%ENGINEERING DIMSION PROJECTS10545,66Th Ave SR60 to 57th St (Arcadis)lAdmiWSid Documents\Addendum #2\ltemized Bid Schedule-0545 ADD2,YJs 00310.12 i ' * ADDENDUM #2 11 -194012 ITEMIZED BID SCHEDULE ' ADDENDUM #1 1142012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S .R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: Item No ?zr , s., Desctri on' ' 1M .r . ' : . , � gY `e . 4Ua 'UnR, :Unit Price . , k` Arnotinf" r. .: FROM STA 129+00 TO STA 219+40 0545B 711 - 11 -224 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" YELLOW) 340 LF THERMOPLASTIC DOTTED GUIDELINE (6" YELLOW 6'- 10' 711 - 11 -251 GAP EXTENSION) 672 LF 7154400 LIGHT POLE ASSEMBLY. COMPLETE RELOCATE 1 EA * 783-6- 1 JITS SPLICE BOX FOR FIBER OPTIC 1 EA LANDSCAPING PERFORMANCE TURF - SOD (ARGINTINE BAHIA) 570- 1 - 1 (INCLUDES: TOP SOIL, FERTILIZER, AND WATERING) 20, 000 SY * 570- 1AA PERFORMANCE TURF - SEED (INCLUDES :WATERING) 1 ,600 SY PERFORMANCE TURF - SOD (ST. AUGUSTINE) (INCLUDES : 570- 1 -2 TOP SOIL , FERTILIZER AND WATERING) 89,440 SY 580AA B PARSON'S JUNIPER (3G, 10"HTx18" SPR , F, 24" O . C.) 95 EA 580AAC MUHLEY GRASS (1G , 18"HTx12" SPR , FULL POT, 24" O . C .) 185 EA 580- 1 - 1D DWARF INDIAN HAWTHORNE (3G , 12"HT X 15"SPR 24" O . C . ) 738 EA 580-1AE THRYALLIS (3G , 18" OA, FTB , 24" O . C .) 295 EA 580- 1 - 1 F DWARF YAUPON (3G , 12" OA, F , 18" O . C.) 245 EA 580- 1 - IG DWARF FAKAHATCHEE GRASS (3G , 18" OA, 24" O . C .) 195 EA 580- 1 - 1 H RED TIPPED COCOPLUM (3G , 24" HTx18" SPR , F, 30" O .C .) 190 EA 580AAJ DWARF FIRE BRUSH (3G , 24" OA, F , 30" O . C .) 878 EA 580AAK WAX MYRTLE (3G , 30"HTx24" SPR , FTB , 36" O . C .) 107 EA COMPACT SIMPSON'S STOPPER (3G , 30"HTx20" SPR, FTB , 580- 1 - 1 L 30" O. C .) 433 EA 580-1 - 1 M IMPERIAL BLUE PLUMBAGO (3G , 18" OA, F, 24" O. C.) 180 EA 580- 1A N . CROTON "MAMMEY"(3G , 24" OA, F, 24" O . C .) 58 EA 580- 1 - 1P GREEN COCO PLUM ( 1G , 18'HTx12" SPR , F , 36" O.C .) 220 EA WAX MYRTLE (FOR LITTERAL ZONE) (3G, 18" OA, FTB , 24" 580- 1 - 1Q O . C . ) 220 EA 5801AR SAND CORDGRASS ( 1 G , 12"HTx10" SPR . , F , 30" O . C .) 315 EA 5801 - 1S JOINTED SPIKERUSH (BR , CLEAN , Free of Weeds , @ 24" O . C . ) 11410 EA 580- 1AT PICKERAL WEED (BR , CLEAN , Free of Weeds , @ 24" O . C .) 705 EA 5801 - 1U DUCK POTATO (BR , CLEAN , Free of Weeds , @ 24" O. C . ) 705 EA 1580- 1 -2A EAST PALATKA HOLLY (FG , 12'HTx6' SPR, 3" C , SP A. S .) 8 EA 00310w13 FAPublic Works\ENGINEERING DNISION PROJECTS\0545,66Th Ave SR60 to 57th St (Arcedls)Mmim\Bid DocumentMAddendum Mtem¢ed Bid Schedule-0545 ADD2.)ds F " ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -84012 PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: iteth No �e•,.= ., . . . - oescrl UtanR� .... -�:� -;�� . � �.r, , . , - _ :�, � ,� - 'b,�. .. ?. „... ..t „)z ..„ �`. r .x :. , . -:Qua �.. zUn[t. , :�!�UnftP'r'ice � . ,.. � `Amount� ._ FROM STA 129+00 TO STA 219+40 0545B) NATCHEZ CRAPE MYRTLE (FG , 12'HTx6' SPR , 8' CT min . , ML, 580- 1 -213 SP , HO , A . S.) 20 EA 580- 1 -2C JAPANESE PRIVET TREE (CG , 12' OA, 8' CT, STD , F , SP, A . S . ) 9 EA 580A1 2D LIVE OAK (FG , 12'HTx6' SPR, 31fC , F, SP, HO A. S .) 11 EA CABBAGE PALM (FG , 8'-20' CT HT, BTD OR SLT TR, Sun 580- 1 -2E grown, HV, CAL, SP , A. S.) 50 EA 580-1 -2F FOXTAIL PALM (FG , 8' GW, Full Head , No Scars, SP, A. S .) 21 EA 5801 -2G RED MAPLE (7G , 5' OA , 1 "C) 12 EA 5801 -2H BALD CYPRUS (7G , 5' OA) 19 EA IRRIGATION SYSTEM , COMPLETE (INCLUDES WELL, PUMPS, 590-70 ELECTRICAL SERVICE CONDUIT, SPRINKLERS , ETC .) 1 LS ROADWAY IMPROVEMENTS PROPOSED BRIDGES & RETAINING/BARRIER WALL 26TH STREET RETAINING/BARRIER WALL 110-3 DEMOLITION 1 LS STEEL SHEETING (AZA 8 - 22141 LONG) INCLUDES STEEL 455133-3 SUPPORT PLATES 71304 SF 460-70-2 ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 332 LF CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL 521 -54 SHAPE) 332 LF 521 -6-3 WALL COPING WITH TRAFFIC RAILING/RAISED SIDEWALK 332 LF 544-75- 14 _ CRASH CUSHION VEHICLE ATTENUATOR 1 EA 26TH STREET RETAINING/BARRIER WALL • 33RD STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE CLASS II CONCRETE (FOR CLOSURE POURS BETWEEN 400-24 DECK UNITS) 13 CY REINFORCING STEEL (FOR CLOSURE POURS BETWEEN 41514 DECK UNITS) 990 LB PRESTRESSED PRECAST DECK UNITS ( 18" X 4'-3" X361-0") 450-88= 18A 12 REQUIRED 432 LF PRESTRESSED PRECAST DECK UNITS ( 18" X 4'-6" X 36'-01) (2 450-88- 1813 REQUIRED) 72 LF 460-70-2 ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 74 LF 521 -5- 1 CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 37 LF DD31044 FAPublic WorksNENGINEERING DIVISION PROJECTS0545S6Th Ave SR60 to 57th St (Amadis)N4dmimtBid DocumentsAddendum 92Utemized Bid Schedule-0545 ADD2.xls f *' ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE ' ADDENDUM #1 1144012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 054512013008 BIDDER'S NAME: Item`,No t . _:� . Desert � r,'`T° c .r;� '�3�cs� xd"P � a ti�i.. _�,,_ t._.,�c�.1 .� . r.. 'n. � "•,Qua _. Unit � � .F £ �• _ ''Un7t P cep=, .:llmouiit�. FROM STA 129+00 TO STA 219+40 (05458 CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL 521 -54 SHAPE 37 LF SHOULDER CONCRETE BARRIER WALL (INDEX 410 - 521 -72-3 CANTILEVERED WALL) 33. 58 LF SUBSTRUCTURE 400-2-5 CLASS II CONCRETE FOR PILES CAPS 78 .5 CY 415A1 5 REINFORCING STEEL FOR PILES CAPS 12 ,090 LB PRESTRESSED PILES 455- 133-2 18" sq X 664" MINIMUM TEST PILE - ABUTMENT) 1 EA 65 LF 455-34-2A 18" sq X 50'-0" MINIMUM (ABUTMENT) 19 EA 950 LF 455-3426 14" sq X 40'-0" MINIMUM (WING BEN 13 EA 520 LF 8" X 8'-0" X 12'-0" PRECAST CONCRETE SHEET WALL (26 455- 14-5A EA) 312 LF 455-1456 18'9 X 6'-011X 12'-0" PRECAST CONCRETE SHEET WALL 1 EA 12 . LF SIDEWALK & MEDIAN 400-24 CLASS II CONCRETE 8.0 CY 415- 14 REINFORCING STEEL 343 LB APPROACH SLABS 339- 1 MISCELLANEOUS ASPHALT PAVAMENT 2 TN 400-2- 10 CLASS II CONCRETE 116 CY 415- 1 -9 REINFORCING STEEL 22 ,635 LB ROCK RUBBLE (CANAL EXCAVATION AS REQUIRED SHALL 530-3-3 BE INCLUDED IN THE COST OF THIS ITEM) 1 , 383 TN 544-75-14 CRASH CUSHION VEHICLE ATTENUATOR 1 EA 715-2-117 2" PVC CONDUIT 152 LF 33RD STREET BRIDGE 37TH STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE CLASS II CONCRETE (FOR CLOSURE POURS BETWEEN 400-24 DECK UNITS) 13 CY REINFORCING STEEL (FOR CLOSURE POURS BETWEEN 415- 14 DECK UNITS) 990 LB PRESTRESSED PRECAST DECK UNITS ( 18" X 4'-3" X 36'-011) 1450-88- 18A 12 REQUIRED 432 LF 00310.15 F:1Public WorkMENGINEERING DIVISION PROJECTS10545m66Th Ave SR60 to 57th St (Ancedis)1AdmimOd DocumentMAddendum #2Utemized Bid Schedule-0545 ADD2.xis " ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 114-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 054512013008 BIDDER'S NAME: it R t , . ,5�, b ". QllB , Ut1H _ ViijtQf(C8 s aAMOL11t .a FROM STA 129+00 TO STA 219+40 05456 PRESTRESSED PRECAST DECK UNITS (18" X 4'-6" X 36'-0") (2 450-88- 186 REQUIRED) 72 LF 46040-2 ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 74 LF 521 -5- 1 CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 37 LF CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL 521 -54 SHAPE) 37 LF SHOULDER CONCRETE BARRIER WALL (INDEX 410 - 521 -72-3 ICANTILEVERED WALL) 66 LF SUBSTRUCTURE 400-2-5 s CLASS 11 CONCRETE FOR PILES CAPS 80.5 CY 415- 1 -5 REINFORCING STEEL FOR PILES CAPS 12 ,379 LB PRESTRESSED PILES 455- 133-2 18 sq X 664' MINIMUM TEST PILE - ABUTMENT) 1 EA 65 LF 455-34-2A 18 sq X 50'4' MINIMUM (ABUTMENT) 19 EA 950 LF 455-34-213 14" sq X 40'-0" MINIMUM (WING BEN 14 EA 560 LF 8" X 8'-0" X 12'-0" PRECAST CONCRETE SHEET WALL (26 455-14-5A EA) 312 LF 455- 14-56 8" X 6'-0" X 12'-0" PRECAST CONCRETE SHEET WALL 2 EA 24 LF SIDEWALK & MEDIAN 400-24 CLASS II CONCRETE 8 CY 415- 14 REINFORCING STEEL 343 LB APPROACH SLABS 339-1 MISCELLANEOUS ASPHALT PAVAMENT 2 TN 400-2- 10 CLASS 11 CONCRETE 112 CY 415-1 -9 REINFORCING STEEL 19,570 LB ROCK RUBBLE (CANAL EXCAVATION AS REQUIRED SHALL 530-3-3 BE INCLUDED IN THE COST OF THIS ITEM) - 11268 TN 715-2- 117 2" PVC CONDUIT 152 LF 37TH STREET BRIDGE BRIDGES & RETAINING/BARRIER WALL UTILITIES ITEMS INCLUDE A PORTION OF 0545C IRC-U1 4" DIP FORCE MAIN (F& I) 70 LF IRC-U2 8" PVC WATER MAIN (F & I) 11853 LF 00310-16 F:'Public Works\ENGINEERING DIVISION PROJECTS10545.86Th Ave SR60 to 57th St (Arcadis)WdmimSid DocumentsWddendum Mtemized Bid Schedule4545 ADD2.x1s * ADDENDUM #2 11 -194012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -9.2012 PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: Item No s . , .l [ on ; n lw - r 5SSS °t �' (1ua lJnit UnitPrice a .: Amoiirit ' S ` FROM STA 129+00 TO STA 219+40 (05456 IRC—W 8" FLANGED DIP WATER MAIN (F&I) 490 LF IRC—U4 12" PVC WATER MAIN (F& I) 31093 LF •* IRC—U5 12" PVC REUSE WATER MAIN (F& I) 11050 LF IRC—U6 12" FLANGED DIP WATER MAIN (F&I) 185 LF '* IRC—U7 TEMPORARY BACTERIALOGICAL SAMPLING POINT 15 EA IRC—U8 4" GATE VALVE WITH VALVE BOX AND COVER (F& I) 4 EA IRC—U9 6" GATE VALVE WITH VALVE BOX AND COVER (F& I) 8 EA IRC—U10 8 ton GATE VALVE WITH VALVE BOX AND COVER (F& I) 14 EA ** IRC—U11 12" GATE VALVE WITH VALVE BOX AND COVER (F& I) 5 EA IRC—U12 2" AUTOMATIC AIR RELEASE VALVE (F& I) 5 EA IRC—U13 4" AUTOMATIC AIR RELEASE VALVE (F& I) 1 EA IRC—U14 2" BLOW OFF ASSEMBLY (F&I) 1 EA IRC—U15 17" x 28" METER BOX (F& I) 4 EA 8" x 8" WET TAP ASSEMBLY WITH 8" GATE VALVE AND BOX IRC—U16 (F& I) 1 EA 12" x 12" WET TAP ASSEMBLY WITH 12" GATE VALVE AND IRC—U17 BOX (F& I) 4 EA IRC— U18 FIRE HYDRANT ASSEMBLY 7 EA IRC—U19 FIRE HYDRANT ASSEMBLY (RELOCATE ;. EXISTING) 2 EA AERIAL CANAL CROSSING INCLUDING PRESTRESSED IRC—U20 CONC , BATTER PILES , CONC PILE CAP SUPPORTS (F&I) 1 EA IRC—U21 LAWN/ROW RESTORATION (TOP SOIL & MATCH EXIST. SOD) 41716 LF IRC—U22 12" LINE STOPS 8 EA *~ IRC—U23 VALVE BOXES , ADJUST 28 EA FROM STA 129+00 TO STA 219+40 (0545B) 41ST STREET INTERSECTION STA 219+40 TO STA 245+90 (05458 KHA 101 - 1 MOBILIZATION 1 LS PROJECT PHOTOGRAPHS/VIDEOS & AERIAL 101 - 1A PHOTOGRAPHY 1 LS PREVENTION , CONTROL & ABATEMENT OF EROSION AND 104-2 WATER POLLUTION 1 LS 108A AS—BUILT DRAWING BY REGISTERED SURVEYOR 1 LS 00310-17 F:1Public WorksIENGINEERING DIVISION PROJECTS10545,66Th Ave SR60 to 57th St (Arcadis)%dmimlBid DDcumentSWddendum #211temized Bid Schedule•0545 ADD2.xls ** ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE * ADDENDUM #1 11 .9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: Y Unit .sem - Unit.Price ` AmDY1K FROM STA 219+40 TO STA 245+90 (0545B 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS 108-3 N . P . D . E. S . PERMITTING 1 LS 110- 1 -1 CLEARING & GRUBBING 16. 8 ACRES 1 LS ** 110-6 PLUGGING 4" WATER WELL DEPTH UNKNOWN 1 EA 110-7- 1 MAILBOX (F& I) (SINGLE 3 EA 120A EXCAVATION REGULAR 4,776 CY 120-6 EMBANKMENT, COMPACTED IN PLACE 40,681 CY 1604 TYPE B STABILIZATION - 12" SUBGRADE LBR 40 37,405 SY 285-706 8" OPTIONAL BASE GROUP 6 O LIFTS 10, 900 SY 285-709 10" OPTIONAL BASE GROUP 9 O LIFTS 21 , 600 SY 286-2 TURNOUT CONSTRUCTION - ASPHALT mmm 217 SY mmwwww 327-70- 1 MILLING EXISTING ASPHALT PAVEMENT 1 .25" AVG . 800 SY SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP- 12 . 5) 3341 - 13A 1 . 75" 33,300 SY SUPERPAVE ASPHALTIC CONCRETE (TRAFFIC C) (SP-9 . 5) 334A A 3C 1 . 25" 32, 500 SY 3391 MISCELLANEOUS ASPHALT PAVEMENT 4 TN 400-2-2 CONCRETE , CLASS II , ENDWALL 52 CY 4151 -3 REINFORCING STEEL ENDWALL 4,885 LB 425- 1 -351 INLETS , CURB , TYPE "P-501, < 10' 7 EA 425- 1 -361 INLETS , CURB , TYPE "P-611, < 10' 8 EA 425- 1 -451 INLETS , CURB , TYPE "J-51', < 10' 1 EA 425- 1459 INLETS, CURB , TYPE (SPECIAL) 1 EA 425- 1 -521 INLETS , DITCH BOTTOM PE "C" , < 10' 11 EA 425-2-61 MANHOLE PE P-8 < 10' mmmmwwwmmm1 EA mmmmmmmmm 425-3-81 JUNCTION BOX DRAINAGE SPECIAL < 10' 1 EA mmmwwmww 430A75- 118A IPIPE CULVERT, RCP , ROUND 18" S/CD 11406 LF 00310-18 PkiDubGc WorksIENGINEERING DIVISION PROJECTSt0545.66Th Ave SR60 to 57th8t (Arcadis)tAdmim\Bid DDwments\Addendum #2\1temaed Bid Schedule-0545 ADD2.xls ** ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE * ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : FROM STA 219+40 TO STA 245+90 (054513) 430- 175- 11813 PIPE CULVERT, ALUMINIZED CMP , ROUND 18" S/CD 281 LF 430- 175- 124 PIPE CULVERT, RCP, ROUND 24" S/CD 591 LF 430- 175- 130 PIPE CULVERT, RCP, ROUND 30" S/CD 11211 LF 430- 175AW PIPE CULVERT, RCP , ROUND 36" S/CD 96 LF 430- 175- 160 PIPE CULVERT, RCP , ROUND 60" S/CD 320 LF ** 430A75- 184 PIPE CULVERT, RCP , ROUND 84" S/CD 160 LF 430- 175=204 PIPE CULVERT, CAP, ELIPTICAL, 48" X 72" S/CD 8 LF 430-982- 125 MITERED END SECTION , RCP , 18", CD 2 EA 430-984- 125 MITERED END SECTION , RCP, 18", SD 4 EA 440- 1 -60 ROCK DRAIN SPECIAL 200 LF 520- 1 -8 CONCRETE CURB & GUTTER PE "F" SPECIAL 4 , 895 LF 520- 1 - 10 CONCRETE CURB & GUTTER (TYPE "F" 71993 LF 522-2 SIDEWALK CONCRETE 6" THICK 2 ,883 SY ft ** 523- 1 PATTERNED/TEXTURED PAVEMENT, CONCRETE 882 SY 530-34 RIPRAP , RUBBLE , F& I , DITCH LINING 280 TN GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL 536- 1 - 1 LENGTH) 377 LF 536-85-25A GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE II 1 EA 536-85-251 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE ET-2000 2 EA 536-85-26 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE MELT 1 EA SIGNALIZATION 555- 1 -2 DIRECTIONAL BORE 6" TO < 12" 330 LF 630- 1 -12 CONDUIT SIGNALS (F& I) (UNDERGROUND 11275 LF OD31at9 FAPublic Works\ENGINEERING DIVISION PROJECTS10545-66Th Ave SR6D to 57th St (Amadis)1Admim\Bid DocumentMAddendum #211temized Bid Schedule-0545 ADD2.xls '* ADDENDUM #2 1149-2012 ITEMIZED BID SCHEDULE * ADDENDUM #1 11 -94012 PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : Amiwrit; . FROM STA 219+40 TO STA 245+90 (0545B 632-7- 1 CABLE - SIGNAL (F&I ) 1 PI * 633-121 -1 CABLE - FIBER OPTIC (F&I) (UNDERGROUND 150 LF * 633- 121 -3 CABLE - FIBER OPTIC (F& I) (UNDERGROUND 96 FIBER 31000 LF 635-1 - 11 PULL BOX F& I (TRAFFIC SIGNAL 10 EA 639- 1 -23 ELECTRICAL POWER SERVICE SIGNALS UNDERGROUND 1 AS 639-2-1 ELECTRICAL SERVICE WIRE 1 EA 639-3-11 ELECTRICAL SERVICE DISCONNECT (F& I) (POLE MOUNTED 1 EA PRESTRESSED CONC. POLE (F&I - DIRECT BURIAL) (TYPE W I I , 641 -41A2 II SERVICE POLE) r 1 EA MAST ARM ASSEMBLY (F&I) (150 MPH WIND SPEED) SINGLE 649-31IA06 ARM WITH LUMINAIRE 36' 2 EA MAST ARM ASSEMBLY (F&I) ( 150 MPH WIND SPEED) SINGLE 649-31 -108 ARM WITH LUMINAIRE 60' 1 EA MAST ARM ASSEMBLY (F&I) (150 MPH WIND SPEED) SINGLE 649-31 - 109 ARM WITH LUMINAIRE 70. 5' 1 EA 650-51 -311 TRAFFIC SIGNAL (F&I) (3 SECTION 1 WA STD 6 AS 650-51411 TRAFFIC SIGNAL (F&I) (4 SECTION 1 WA STD 2 AS 650-51 -511 TRAFFIC SIGNAL (F& I) (5 SECTION 1 WA STD 2 AS 653- 191 SIGNAL, PEDESTRIAN F71 LED COUNTDOWN 4 AS 659-107 SIGNAL HEAD AUXILIARIES (F&[)(ALUMINUM PEDESTAL 1 EA 663-74A 1 VEHICLE DETECTOR ASSEMBLIES F&1 (VIDEO) 4 EA 665- 11 PEDESTRIAN DETECTOR (F& I) (POLE MOUNTED 4 EA TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA) (TYPE 5) 670-5-110 PREEMPTION PLAN 1 AS 685- 138 SYSTEM AUXILIARIES CCN CAMERA ASSEMBLY) 1 EA SYSTEM AUXILIARIES (FIBER OPTIC VIDEO AMPLFIER , 685-139 TRANSMITTER & RECEIVER) 1 EA 699- 101 INTERNALLY ILLUMINATED STREET NAME SIGN 4 EA SIGNING & MARKINGS 700-20- 11 SIGN , SINGLE POST (F&[) . (LESS THAN 12 SF) 19 AS 706-3 RETRO-REFLECTIVE PAVEMENT MARKERS 641 EA 711 - 11 - 121 THERMOPLASTIC SOLID TRAFFIC STRIP 6" WHITE 11 , 080 LF 711 - 11 - 122 THERMOPLASTIC SOLID TRAFFIC STRIP 8" WHITE 11466 LF 00310-20 FAIDublic WorkMENGINEERING ONISION PR0JECTSW545-WTh Ave SR60 to 57th Si (Arced srAdrrimlBid DocumentaAddendum Mtemized Bid Schedule-0545 ADD2.xls ' ADDENDUM #2 11 -194012 ITEMIZED BID SCHEDULE ' ADDENDUM #1 11 -94012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ,t , 4r . Unff Pace, FROM STA 219+40 TO STA 245+90 05456 711 - 11 - 123 THERMOPLASTIC SOLID TRAFFIC STRIPE 12" WHITE 588 LF 711 - 11 - 124 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" WHITE 383 LF 711 -11 - 125 THERMOPLASTIC SOLID TRAFFIC STRIPE 24" WHITE 208 LF 711 -11 - 141 THERMOPLASTIC SKIP STRIPE 6" WHITE 51976 LF 711 - 11 - 170 THERMOPLASTIC WHITE STANDARD TURN ARROWS 19 EA 711 - 11 -211 THERMOPLASTIC SOLID TRAFFIC STRIPE 6" YELLOW) 13, 938 LF 711 - 11 -224 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" YELLOW) 880 LF 711 - 11 -251 THERMOPLASTIC STANDARD (YELLOW) SKIP 6" 440 LF * 783-6- 1 ITS SPLICE BOX FOR FIBER OPTIC 1 EA UTILITIES 1050- 11 -224A UTILITY PIPE (F& I) (PVC) (WM) (12") 333 LF 1050- 11 -22413 UTILITY PIPE (F&I) •(PVC) (RWM) (1211) 150 LF 1050- 11 -414 UTILITY PIPE (F& I) (DI) (FLANGED WM) (12") 60 LF 1055- 11 -224 UTILITY FITTINGS (F&I) (PVC) (TEE) (121) 1 EA 1055- 11 -234 UTILITY FITTINGS (F&I) (PVC) (REDUCER) (611X121) 1 EA 1055-11 -254 UTILITY FITTINGS (F&I) (PVC) (CAP) (12") 1 ' EA 1055- 11411A UTILITY FIXTURES (F& I) (TEMPORARY JUMPER) 1 EA 1055- 11414A UTILITY FITTINGS (F&I) (DI) (11 - 1 /4 DEGREE BEND) 1 EA 1155A1414B UTILITY FITTINGS (F&I) (DI) (45 DEGREE BEND) 6 EA 1080- 11 -404 UTILITY FIXTURES (F& I) (GATE VALVE) (121) 2 EA 1080- 11 -406 UTILITY FIXTURES (F& I) (AIR RELEASE) (2") 1 EA 164411 -408 FIRE HYDRANT ASSEMBLY 1 EA 1644-800 FIRE HYDRANT (RELOCATE) 1 EA LANDSCAPING PERFORMANCE TURF - SOD (ARGINTINE BAHIA) 570- 1 - 1 (INCLUDES : TOP SOIL, FERTILIZER , AND WATERING) 40,000 SY 00310-21 F:V)ub6c WorkMENGINEERING DIVISION PROJECTS10545=66Th Ave SR60 to 57th St (Arcads)MmimSid DocumentMAddendum #2%emized Bid Schedule-0545 ADD2.xls " k ADDENDUM #2 11AS9 M12 ITEMIZED BID SCHEDULE ' ADDENDUM #1 11 -9-2072 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S .R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : FROM STA 219+40 TO STA 245+90 0545B 580- 1 - 1D DWARF INDIAN HAWTHORNE (3G , 12"HT X 15"SPR 24" O . C .) 190 EA 580A1 IH RED TIPPED COCOPLUM (3G , 24" HTx18" SPR , F, 30" O . C .) 190 EA 580- 1 - 1J DWARF FIRE BRUSH (3G , 24" OA , F , 30" O .C.) 456 ' EA 580Am2D JAPANESE PRIVET TREE (CG , 12' OA, 8' CT, STD , F, SP , A. S .) 6 EA 580-1 -2E LIVE OAK (FG , 12' HTx6' SPR , 311C , F , SP , HO A.S .) 4 EA CABBAGE PALM (FG , 8'-20' CT HT, BTD OR SLT TR, Sun 580-1 -2F grown , HV, CAL, SP , A.S .) 20 EA - 580-1 -2G FOXTAIL PALM (FG , 8' GW, Full Head , No Scars, SP , A. S .) 6 EA 590-70 IRRIGATION SYSTEM , COMPLETE 1 LS 41st STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE 400-24 CLASS 1t CONCRETE BRIDGE DEC 158 . 1 CY 400-24A CLASS II CONCRETE SUPERSTRUCTURE 17 CY 4004-5 CONCRETE CLASS IV SUBSTRUCTURE 103.4 CY BRIDGE DECK GROOVING & PLANING - DECK THICKNESS 400-9 8 .5" AND GREATER 279.6 SY 400A0 CONCRETE CLASS It APPROACH SLABS 95.6 CY 415- 1 -4 REINFORCING STEEL SUPERSTRUCTURE 55 , 363 LB 415- 1 -5 REINFORCING STEEL SUBSTRUCTURE 89412 LB 415- 1 -9 REINFORCING STEEL APPROACH SLAB 18 , 882 LB 455-143-3 18 sq PRESTRESSED CONCRETE TEST PILE 215 LF 455-34-3 18 sq PRESTRESSED CONCRETE PILE 11480 LF 521 -5A CONCRETE TRAFFIC RAILING BARRIER - 32 F SHAPE 94 LF CONCRETE TRAFFIC RAILING BARRIER - (42" VERTICAL 521 -5=42 FACE) 88 LF 530-34 RIPRAP RUBBLE DITCH LINING 437 TN 801 TRENCH SAFETY COMPLIANCE OVER 5' SEE SEC . 00454 1 LS 802 TRENCH SAFETY COMPLIANCE SHORING SEE SEC . 004 4y 1 LS 803 PUBLIC CONSTRUCTION BOND 1 LS FROM STA 129+00 TO STA 245+90 05456 SUBTOTAL F:Wubiic WorksXENGINEERING DIVISION PROJECTS0545-66Th Ave SR60 to 57th St (Arcadis)WdmimlBid DocumentsWddendum #2Utemized Bid Schedule-0545 ADD2.rds 00370.22 I " ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 .9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ltemiNo. �� crt on. �a , r�, . .��>f ,, a ,� �. _ � , ,,, , .r, , •Quan �11nit .."iJnit Price- . AmofuiE`�J.;�, FROM STA 245+90 TO STA 303+00 0545C ROADWAY IMPROVEMENTS 101 - 1 MOBILIZATION \ 1 LS PROJECT PHOTOGRAPHS/VIDEOS & AERIAL 101 - 1A PHOTOGRAPHY 1 LS 102- 1 MAINTENANCE OF TRAFFIC 1 LS 104-10-3 SEDIMENT BARRIER 21 , 517 LF 104- 11 FLOATING TURBIDITY BARRIER 520 . LF 10415 SOIL TRACKING PREVENTION DEVICE 9 EA 10418 INLET PROTECTION SYSTEM 31 EA 108- 1 AS-BUILT DRAWING BY REGISTERED SURVEYOR 1 LS 108-2 SURVEY CONTROL INSTALURE-ESTABLISH 1 LS 108-3 N . P . D . E . S . PERMITTING 1 LS 110- 1 - 1 CLEARING & GRUBBING 1 LS "* 110-6A PLUGGING 4" WATER WELL DEPTH UNKNOWN 1 EA ** 110-613 PLUGGING 6" WATER WELL DEPTH UNKNOWN) 1 EA 120A EXCAVATION REGULAR 4 ,436 CY ** 120-5 CHANNEL EXCAVATION LAKE EXCAVATION 38 , 000 CY ' ** 120-6 EMBANKMENT, COMPACTED IN PLACE 78 ,502 CY 121 -70 FLOWABLE FILL 100 CY 1604 TYPE B STABILIZATION - 12" SUBGRADE LBR 40 63 ,928 SY 285-709 10" OPTIONAL BASE GROUP 9 O LIFTS 59,418 SY 286A TURNOUT CONSTRUCTION 2 , 114 SY 286-2 TURNOUT CONSTRUCTION ASPHALT 118 TN SUPER PAVE ASPHALTIC CONCRETE (TRAFFIC C) (SPA 2w5) ** 334- 1 - 13A 1 . 75' 59,418 SY ASPHALT CONCRETE SURFACE COURSE (TRAFFIC C) (SP- ** 334- 1 - 13C 1965) 1 . 25" 59 ,418 SY 339- 1 MISCELLANEOUS ASPHALT PAVEMENT 147 TN 350- 1 - 1 PLAIN CEMENT CONCRETE PAVEMENT 6" 11068 SY R%Public WorkstENGINEERING DIVISION PROJECTSt0545 &Th Ave SR60 to 57th St (Arcadis)Wdmim0d DocumentslAddendum Mtemized Bid Schedule-0545 ADD2.)ds 00310-23 f « r ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -9-2012 PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 BIDDER'S NAME : FROM STA 245+90 TO STA 303+00 0545C 400A1 2 CONCRETE CLASS I , ENDWALLS 40 CY 415- 1 -2 REINFORCING STEEL, ROADWAY 1 ,390 LB 425A1 351 INLETS , CURB, TYPE 11P-511, < 10' 10 EA 425- 1 -361 INLETS , CURB, TYPE 11P-6", < 10' 19 EA 425- 1461 INLETS , CURB , TYPE "J-61@, < 10' 3 EA 425A1 521 INLETS , DITCH BOTTOM PE "C" 8 EA 425AZ41 INLETS , DITCH BOTTOM PE "D" 1 EA 4254-551 INLETS, DITCH BOTTOM PE "E" 3 EA 425A1 910 INLETS , CLOSED FLUME , TYPE 11 , DOUBLE BARREL 1 EA 425-241 MANHOLES , P-7, < 10' 3 EA 425-242 MANHOLES , P-7, > 10' 1 EA 425-2-71 MANHOLES , J-7, < 10' 6 EA 425-3-81 CONTROL STRUCTURE � 3 EA 430- 174- 124 PIPE CULVERT, RCP, ROUND 24" S/CD 440 LF 430A74- 130A PIPE CULVERT, RCP , ROUND 30" S/CD 21804 LF 430- 174- 1306 PIPE CULVERT, CAP , ROUND 30" S/CD 60 LF 430-174- 136A PIPE CULVERT, RCP , ROUND 36" S/CD 19345 LF 430- 174- 1366 PIPE CULVERT, CAP, ROUND 36" S/CD 20 LF 430- 174- 142 PIPE CULVERT, RCP, ROUND 42" S/CD 11175 LF 430-174- 160 PIPE CULVERT, RCP , ROUND 60" S/CD 432 LF 430- 175- 118A PIPE CULVERT , RCP , ROUND 18" S/CD 3 ,774 LF 430- 175- 118B PIPE CULVERT, CAP , ROUND 18" S/CD 160 LF 430- 175- 184 PIPE CULVERT , RCP , ROUND 84" S/CD 126 LF 430-982-1 MITERED END SECTION , RCP , 18" 13 EA 440A1 10A UNDERDRAIN WITH SOCK FILTER 4" DIAMETER 11483 LF 0031x24 F:1Public Works\ENGINEERING DIVISION PROJECTS10545-66Th Ave SR60 to 57th St (Aresdis)VadmimlBid DocumentslAddendum 42tltem¢ed Bid Schedule,0545 ADD2.XIs I *` ADDENDUM #2 11494012 ITEMIZEI) BID SCHEDULE ' ADDENDUM #1 11 .94012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: FROM STA 245+90 TO STA 303+00 (0545C 440AA0B UNDERDRAIN WITH SOCK FILTER 8" DIAMETER 244 LF 440-734 UNDERDRAIN OUTLET PIPE 10 87 LF 514-71 -2 PLASTIC FILTER FABRIC, STABILIZATION 320 SY 520A1 7 CONCRETE CURB & GUTTER PE "E" 96 LF 520-1 - 10 CONCRETE CURB & GUTTER TYPE "F" 249477 LF 522A SIDEWALK CONCRETE , 6" THICK 61294 SY 523- 1 PATTERNED/TEXTURED PAVEMENT, CONCRETE 11475 1 SY 530- 1 RIP RAP , SAND CEMENT 57 CY 530-3-3 RIP RAP , RUBBLE , BANK & SHORE 210 TN GUARDRAIL - ROADWAY (INCLUDES PIPE RAIL FULL 536AA LENGTH) 3 , 772 LF 536-7 SPECIAL GUARDRAIL POST 18 EA 536-73 GUARDRAIL REMOVAL 145 LF 536-8 GUARDRAIL BRIDGE ANCHORAGE ASSEMBLY, F& I 4 EA 536-82-24 GUARDRAIL END ANCHORAGE ASSEMBLY - PARALLEL 3 EA 536-82-25 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE 11 3 EA 536-85-26 GUARDRAIL END ANCHORAGE ASSEMBLY - TYPE MELT 1 EA 550A02-22 FENCING , TYPE B , 5. 1 -6 . 0' , with VINYL COATING 41280 LF " 550-102- 18 FENCING , RELOCATE EXISTING 1 ,000 LF 550-602- 13 FENCE GATE , TYPE B , SINGLE , 12 . 1 '- 18 .0' OPENING 3 EA 630- 1 - 12 CONDUIT SIGNALS (F& I) (UNDERGROUND 91717 LF 630AA3 CONDUIT SIGNALS F&I UNDERPAVEMENT SAWCU 2" 648 LF 630- 1 - 13A CONDUIT SIGNALS (F& I) (UNDERPAVEMENT SAWCU 4" 801 LF 630- 1 -22 CONDUIT SIGNALS F UNDERGROUND 11002 LF 632-7- 1 CABLE - SIGNAL (F& I) 1 P1 * 633- 121 - 1 CABLE ' - FIBER OPTIC (F& I ) (UNDERGROUND 150 LF * 633- 121 -3 CABLE = FIBER OPTIC (F& I) (UNDERGROUND) (96 FIBER) 6, 104 LF 635- 1 - 11 PULL & JUNCTION BOXES (F& I) (PULL BOX 25 EA 00310-25 FAPubliic Works\ENGINEERING DIVISION PROJECTS\054556Th Ave SRBD to 57th St (Arcadis)\Admim\Bid Documents\Addendum #2\Itemized Bid Schedule-0545 ADD2.xls I ** ADDENDUM #2 1149-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S .R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: ite►n�_No De5cr) icon - c ,< a � x .7 � . � � � + �P . r - . , �: . x Qua , unit ,�nttPAcei ... , �Amou FROM STA 245+90 TO STA 303+00 (0545C) 635- lA5 PULL & JUNCTION BOXES (F& I) (FIBER OPTICS 21 EA 639- 1 -21 ELECTRICAL POWER SERVICE SIGNALS 1 AS 639-2- 1 ELECTRICAL SERVICE WIRE 200 LF 646-1 -11 ALUMINUM SIGNALS POLE (F&I) (PEDESTAL 6 EA MAST ARM ASSEMBLY (F& I) 150 SINGLE ARM WITH 649-31 - 108 LUMINAIRE 60' � 3 EA MAST ARM ASSEMBLY (F&I) 150 SINGLE ARM WITH 649-31 - 109 LUMINAIRE 70.5' 1 EA 650-51 -311 TRAFFIC SIGNAL (F& I) (3 SECTION 1 WA STD 6 AS 650-51 -511 TRAFFIC SIGNAL (F& I) (5 SECTION 1 WA STD 4 AS 653- 191 SIGNAL, PEDESTRIAN F71 LED COUNTDOWN 8 AS 663-74- 11 VEHICLE DETECTOR ASSEMBLIES (F& I) (OPTICAL 4 EA 665- 11 PEDESTRIAN DETECTOR (F& I ) (POLE MOUNTED 8 EA 670-5- 110 TRAFFIC CONTROLLER ASSEMBLY (F&I) (NEMA 1 AS 678-1 -110 CONTROLLER ACCESSORIES F& I PE IV TIME SWITCH . 1 EA 685- 106 SYSTEM AUXILIARIES UNITERUPTIBLE POWER SOURCE 1 EA 685- 120 SYSTEM AUXILIARIES (TELEMETRY TRANSCEIVER 1 EA 685-128 SYSTEM AUXILIARIES INTERFACE PANEL 1 EA 886-101 CCTV CAMERA ASSEMBLY 1 EA 690A0 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL 8 EA 690-20 SIGNAL HEAD PEDESTRIAN ASSEMBLY REMOVAL 4 EA 690-32- 1 SHALLOW POLE REMOVAL DIRECT BURIAL 2 EA 690-50 CONTROLLER ASSEMBLY, REMOVAL 1 EA 690-60 VEHICLE DETECTOR ASSEMBLY REMOVAL 4 EA 690-80 SPAN WIRE ASSEMBLY REMOVAL 1 EA 690-90 CONDUIT AND CABLING REMOVAL 1 PI 690- 100 SIGNAL EQUIPMENT, MISCELLANEOUS REMOVAL 1 PI 00310-2s FVublic WorksENGINEERING DNISION PROJECTS10545-66Th Ave SR60 to 570r St (Arcedls)1AdmimlBd DocumentAAddentlum #211temized Bid Schedule-0545 ADD2.xls r ADDENDUM #2 11 -194012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : AmourtE o ltem No •�:. Descrl tfOrl ,=p� a � . � , FROM STA 245+90 TO STA 303+00 0545C) INTERNALLY ILLUMINATED STREET NAME SIGN (66TH 699-101 AVENUE) 2 EA INTERNALLY ILLUMINATED STREET NAME SIGN (45TH 699- 101 STREET) 2 EA 700-20A 1 SIGN , SINGLE POST (F& I) (LESS THAN 12 SF) 4 AS 700-2040 SIGN, SINGLE POST (RELOCATE) 3 AS 700-20-60 SIGN , SINGLE POST (REMOVE) 19 AS SIGN PANEL (F&I) (15 OR LESS) (FTP 25 04) (PUSH BUTTON 700-48A8 TO CROSS 66TH AVENUE) 4 EA SIGN PANEL (F& I) (15 OR LESS) (FTP 25 04) (PUSH BUTTON 70048- 18 TO CROSS 45TH STREET) 4 EA 70048-60 EXISTING SIGN PANEL (REMOVE) 2 EA 705A1 l OBJECT MARKER, TYPE 1 1 EA 706-3 R . P. M . BI- DIRECTIONAL AMBER / AMBER 425 EA 706-3-2 R . P . M . BI-DIRECTIONAL WHITE / RED 414 EA 711 -11 - 111 THERMOPLASTIC SOLID TRAFFIC STRIP 6" WHITE 3. 78 NM 711A lA 12 THERMOPLASTIC SOLID TRAFFIC STRIP 8" WHITE 0.53 NM 711 -11 =123 THERMOPLASTIC SOLID TRAFFIC STRIPE 12" WHITE 1 ,055 LF 711A IA24 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" WHITE 704 LF 711 - 11 - 125 THERMOPLASTIC SOLID TRAFFIC STRIPE 24" WHITE 255 LF 711A1131A THERMOPLASTIC SKIP STRIPE 6" WHITE 10'-30' 0.47 GM 711 - 11 -1316 THERMOPLASTIC SKIP STRIPE 6" WHITE 6'-10' 768 LF 711 - 11 -170 THERMOPLASTIC WHITE STANDARD TURN ARROWS 50 EA 711 - 11 -211 THERMOPLASTIC SOLID TRAFFIC STRIPE 6" YELLOW) 1 . 85 ' NM 711 - 11 -224 THERMOPLASTIC SOLID TRAFFIC STRIPE 18" YELLOW) 375 LF THERMOPLASTIC DOTTED GUIDELINE (6" YELLOW 6'- 10' 711 - 11 -251 GAP EXTENSION) 288 LF * 783-6- 1 ITS SPLICE BOX FOR FIBER OPTIC 1 EA LANDSCAPING PERFORMANCE TURF - SOD (ARGINTINE BAHIA) 570- 1 - 1, (INCLUDES : TOP SOIL, FERTILIZER , AND WATERING) 25 , 334 SY PERFORMANCE TURF - SOD (ST. AUGUSTINE) ( INCLUDES : 570- 1 -2 TOP SOIL, FERTILIZER AND WATERING) 77 ,975 SY 00310-27 P\Pubiic Works\ENGINEERING OMSION PROJECTS10545,66Th Ave SR60 to 57th St (Amadis)NAdmim\Bid Documents\Addendum #211tem¢ed Bid Schedule-0545 ADD2.)ds f - - " ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE ' ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. . 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 054512013008 BIDDER'S NAME: 11ER1:N0 ' . �esP►'i O() . " d:. , 6„` a. : :J Fat � ` £ 17 . ` ? H j . � k�,QUB ' AmOunt^`'`.. v:, tlnft , , rLnitPAce' .�, .�., FROM STA 245+90 TO STA 303+00 (0545C 580- 1 -1 D DWARF INDIAN HAWTHORNE (3G , 1211HT X 151FSPR (24” O . C .) 190 EA 580- 1 - 1G DWARF FAKAHATCHEE GRASS (3G , 18", OA , 24" O.C .) 190 EA 580A A H RED TIPPED COCOPLUM (3G , 24" HTx18" SPR , F, 30" O . C.) 285 EA 580- 1AJ DWARF FIRE BRUSH (3G , 24" OA, F , 30" O . C .) 225 EA 580-1 -1K WAX MYRTLE (3G , 30" HTx24" SPR, FTB, 36" O. C .) 337 EA COMPACT SIMPSON'S STOPPER (3G , 30" HTx20" SPR, FTB , 580A A L 30" O . C .) 225 EA 580AAM IMPERIAL BLUE PLUMBAGO (30 , 18" OA, F , 24" O. C .) 95 EA 580- 1 - 1 N CROTON "MAMMEY" (3G , 24" OA, F, 24" O . C .) 566 EA 580AAP GREEN COCO PLUM (1G , 18"HTx12" SPR , . F , 36" O. C .) 364 EA WAX MYRTLE (FOR LITTERAL ZONE) (3G , 18" OA, FTB , 24" 580AA Q O . C .) 364 EA 580- 1AR SAND CORDGRASS ( 1G , 12"HTx10" SPR. , 17 , 30" O.C .) 525 EA 580- 1 - 1 S JOINTED SPIKERUSH (BR, CLEAN , Free of Weeds , @ 24" O . C .) 2 ,330 EA 580-1 - 1T PICKERAL WEED BR, CLEAN , Free of Weeds , @ 24" O. C. l 165 EA 580-1ALI DUCK POTATO (BR , CLEAN , Free of Weeds , @ 24" O.C .) 11165 EA 580A1 2D JAPANESE PRIVET TREE (CG , 12' OA, 8' CT, STD , F. SP , A. S .) 6 EA 580-1 -2E LIVE OAK (FG , 12' HTx6' SPR, 311C , F, SP , HO A. S .) 10 EA CABBAGE PALM (FG , 8'-20' CT HT, BTD OR SLK TR , Sun 580-1 -2F Grown , HV, CAL, SP , Hurricane Cut, A.S.) 60 EA 580- 1 -2G FOXTAIL PALM (FG , 8' GW, Full Head , No Scars , SP, A. S.) 12 EA 580-1 -2J RED MAPLE (7G , 5' OA, 1 "C) 22 EA 580A1 21< BALD CYPRUS (7G , 5' OA) 27 EA IRRIGATION SYSTEM , COMPLETE (INCLUDES WELL, PUMPS , 590-70 IELECTRICAL SERVICE CONDUIT, SPRINKLERS , ETC.) 1 LS LANDSCAPING (WINKLE RESIDENCE BUFFER) 580-1 - 1A AMERICAN BEAUTY BERRY (3G , 18" OA , F) 113 EA 580- 1 - 16 SPANISH STOPPER (3G , 18" OA, F) 30 EA 580-1 - 1C IFLORIDA PRIVET (3G , 18" OA, F) 10 EA 00310.28 F:1Public WorksIENGINEERING DIVISION PROJECTSt054586Th Ave SR60 to 57th St (Arcadis)Wdmim\Bid Documents\Addendum 4211tem¢ed Bid Schedule-0545 ADD2.)ds " ADDENDUM #2 11-19-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME: IECRI'.NOM , • , `:- ,.x. � DeSCr1 t10I1 ;:`,i,„, Ki^ `,.;! W. i ,`” , <' . kS? M. .i '-v ,.9,. J., aw .i`° k°+c�' s0,,; ,', s Okl .' . Qua ` .Unit s :uTli P11G6' sX FROM STA 245+90 TO STA 303+00 0545C 580- 1 -1D THRYALLIS (3G , 18" OA, F) 21 EA 580A1 l E FIRE BRUSH (3G , 18" OA, F) 18 EA 580AAF COMPACT SIMPSON'S STOPPER (3G , 18" OA , F) 30 EA 580A1 IG WAX MYRTLE (3G , 18" OA, F) 87 EA 580AAH SAW PALMETTO (7G , 18" OA, F, @ 24" O .C.) 33 EA 580- 1 -1J WALTER'S VIBURNUM (3G , 18" OA , FULL, 24" O.C .) 31 EA 580A1 2A EAST PALATKA HOLLY (FG , 12' HTx6' SPR , 3" C , SP A. S . ) 10 EA MUSKOGEE CRAPE MYRTLE (65G , 12'x68CT min . , STD , SP. 580-1 -2B A. S .) 11 EA 580-1 -2C LIVE OAK (FG , 18' HTx9' SPR , 4.5"C , SP, RPG OR EQUAL) 9 EA 580A1 2D DAHOON HOLLY (45G , 12' HT, 211C , SP , STD 3 EA 580A1 2E RED MAPLE (FG , 18' HTx10' SPR , 4" C , CH , SP , A. S .) 5 EA 580A1 2F BALD CYPRUS (FG , 18' HTx10' SPR., 4" C , CH, SP, A. S .) 3 EA 580A1 2G WAX MYRTLE (FG , 12' HTx6' SPR, 2" C , SP , A. S .) 10 EA 580A1 2H MAINSTREET MAGNOLIA (65G , 12' HT, 2" C , SP , STD) 3 EA FLORIDA SLASH PINE (FG , 18' HT x 10' SPR , 4" C , CH , SP , 580- 1 -2J A.S .) 4 EA •* 580-1 -21< SAW PALMETTO (FG , 18" HT x 10' SPR , 4" C , CH , SP , A.S .) 4 EA ROADWAY IMPROVEMENTS 45TH STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE CLASS II CONCRETE (FOR CLOSURE POURS BETWEEN 400-24 DECK UNITS) 13 CY REINFORCING STEEL (FOR CLOSURE POURS BETWEEN 415- 14 DECK UNITS) 990 LB PRESTRESSED PRECAST DECK UNITS ( 18" X 4'-3" X 36'-011) 450-88A8A 12 REQUIRED 432 LF PRESTRESSED PRECAST DECK UNITS (18" X 4'-6" X 3614) (2 450-8& 186 REQUIRED) 72 LF 460-70-2 JALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 74 LF 52125 l CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 37 LF 0031D-29 FAPublic WorksXENGINEERiNG DIVISION PROJECTS10545.66Th Ave SR60 to 57th St (Arcadis)WdmimtBid Documents%Addendum Mtemized Bid Schedule-0545 ADD2xls ADDENDUM #2 11 -194012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11442012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S. R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : FROM STA 245+90 TO STA 303+00 (0545C CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL 521 -& 4 SHAPE) 37 LF SHOULDER CONCRETE BARRIER WALL (INDEX 410 - 521 -72-3 CANTILEVERED WALL) 66.00 LF SUBSTRUCTURE 400-2-5 CLASS II CONCRETE FOR PILES CAPS 76 CY 415A1 5 REINFORCING STEEL FOR PILES CAPS 12 , 122 LB PRESTRESSED PILES 455- 133-2 18 sq X 60'-0" MINIMUM EST PILE - ABUTMENT) 1 EA 60 LF 455-34-2A 18 sq X 45'-0" MINIMUM (ABUTMENT) 19 EA 855 LF 455-34-26 14 sq X 40'-0" MINIMUM ING BEN 12 EA 480 LF 8" X 8'-0" X 1214" PRECAST CONCRETE SHEET WALL (26 455-14-5A EA) 312 LF SIDEWALK & MEDIAN 400-24 CLASS II CONCRETE 8 lCyl 415- 14 REINFORCING STEEL 343 1 LB APPROACH SLABS 3391 MISCELLANEOUS ASPHALT PAVEMENT 2 TN 400-210 CLASS II CONCRETE 112 CY 415- 1 -9 REINFORCING STEEL 19570 LB ROCK RUBBLE (CANAL EXCAVATION AS REQUIRED SHALL 530-3-3 BE INCLUDED IN THE COST OF THIS ITEM) 1 ,232 TN 715-2- 117 2" PVC CONDUIT 152 LF 45TH STREET BRIDGE 49TH STREET BRIDGE 110-3 DEMOLITION AND REMOVAL OF EXISTING BRIDGE 1 LS SUPERSTRUCTURE CLASS If CONCRETE (FOR CLOSURE POURS BETWEEN 400-24 DECK UNITS 13 CY REINFORCING STEEL (FOR CLOSURE POURS BETWEEN 415- 14 DECK UNITS) 990 LB PRESTRESSED PRECAST DECK UNITS (18" X 4'-3" X 36'41) 450-88-18A 12 RI.QUIRED 432 LF PRESTRESSED PRECAST DECK UNITS ( 18" X 4'4" X 36141) (2 450-88- 186 REQUIRED) 72 LF 00310-30 FAPublic Works\ENGINEERING DIVISION PROJECTSW545.66Th Ave SR60 to 57th St (Arcadis)MmimXBid DocumentMAddendum #211temized Bid Schedule-0OU5 ADD2As I * ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE • ADDENDUM #1 11 -9-2012 PROJECT NAME: 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S . R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NOJBID NO. : 0545/2013008 BIDDER'S NAME : r }a,. r sQuan " left14�35, . ;UnItPAce r a,' Amount,a: FROM STA 245+90 TO STA 303+00 0545C 460-70-2 ALUMINUM PEDESTRIAN/BICYCLE BARRIER RAILING 74 LF 521 -5- 1 CONCRETE TRAFFIC RAILING BARRIER - 32" F SHAPE 37 LF CONCRETE TRAFFIC RAILING BARRIER - (32" VERTICAL 521 -5-4 SHAPE . 37 LF SHOULDER CONCRETE BARRIER WALL (INDEX 410 - - - 10 521 -72-3 CANTILEVERED WALL 66. 00 LF SUBSTRUCTURE 400-2-5 CLASS If CONCRETE FOR PILES CAPS 76 CY 415A1 5 REINFORCING STEEL FOR PILES CAPS 12 , 122 LB PRESTRESSED PILES 455-133-2 18 sq X 60'-0" MINIMUM TEST PILE - ABUTMENT) 1 EA 60 LF 455-34-2A 18" s X 4514' MINIMUM (ABUTMENT) 19 EA 855 LF 455-3426 114 isq X 40'4" MINIMUM (WING BEN 12 EA 480 LF 8" X 8'-0" X 12'4" PRECAST CONCRETE SHEET WALL (26 455-14-5A EA 312 LF SIDEWALK & MEDIAN 400-24 CLASS II CONCRETE 8 1 CY 415- 14 REINFORCING STEEL 343 LB APPROACH SLABS 339A MISCELLANEOUS ASPHALT PAVEMENT 2 TN 400-2- 10 CLASS II CONCRETE 112 CY 415-1 -9 REINFORCING STEEL 19, 570 LB ROCK RUBBLE (CANAL EXCAVATION AS REQUIRED SHALL 530-3-3 BE INCLUDED IN THE COST OF THIS ITEM) 1 ,320 TN 715-2- 117 2" PVC CONDUIT 152 LF 801 TRENCH SAFETY COMPLIANCE OVER 5' SEE SEC . 00454 1 LS 802 TRENCH SAFETY COMPLIANCE SHORING SEE SEC . 00454 1 LS 803 PUBLIC CONSTRUCTION BOND 1 LS STA 245+90 TO STA 303 +00 0545C SUB TOTAL 0031031 FAPublic Works\ENGINEERI NG DIVISION PROJECTS\D54S-66Th Ave SR60 to 57th St (Amadis)Wdmim\Bid Documents\Addendum #2\Itemized Bid Schedul"545 ADD2.)ds • " ADDENDUM #2 11 -19-2012 ITEMIZED BID SCHEDULE ' ADDENDUM #1 11 -9 -2012 PROJECT NAME : 66th AVENUE ROADWAY IMPROVEMENTS (SOUTH OF S.R. 60 TO NORTH OF 49TH STREET) IRC PROJECT NO./BID NO. : 0545/2013008 • I BIDDER'S NAME: Item No , � . < �.3Description ' .. .� . . .� :� ��. #,., e � . ` � :_,�.'.�"{ , « . .. .,. �� , . � , � ���� . , . .:; . • , �; k� 1 •;;Quantity. �; t1nR1 .,�?;x;:t�n14 Rrtce:= �� . r, ,t : Amount 0545A SUBTOTAL • 0545B . SUBTOTAL 0545C SUBTOTAL FORCE ACCOUNT 750, 000 . 00 OVERALL PROJECT TOTAL TOTAL PROJECT BID AMOUNT (IN WORDS) : LS = Lump Sum LF = Linear Foot EA = Each SY = Square Yard TN = Ton PI = Per Installation CY = Cubic Yard AS = Assembly LB = Pound NM = Net Mile GM = Gross Mile PD = Per Day MH = Man Hour NOTE : IF THERE IS A DISCREPANCY BETWEEN THE PLANS (SUMMARY OF QUANTITIES) AND THE ITEMIZED BID SCHEDULE, THE BID DOCUMENTS WILL GOVERN . • • • • • • • • • • • • • • • • • • 00310-32 F:\Pubiic Works\ENGINEERING DIVISION PROJECTS10545.66Th Ave SR60 to 57th St (Atoadis)V+dmim\Bid Documents\Addendumf2\Itemized Bid Schedule-0545 ADD2.xls y( I Oc 11 ST. END HORAIlEE INDEX iw IQQ EOMs GUARDRAIL & PIPE . RAIL; WITH I 1 W Q MISG.# A$P#IALT PAV` MAEX 400. ! ► I I uj LL i otoIFR. SITION SEGTIfMI 15 R I IMI) X 4Od SHEET lit R � 'CONST ,-ICT THRIE BEo MCON CTION i 1 Ig N TU It�fi#AGE S�tF�tY s ARE RAI' e INDE1' 408 DETAIL J CONST ARRIER WELL IS EE T A PLANS) W W � CONST. 6 L�f17d ' � *'! . ALK CS CONST. 8' CONC. SIDEWALK -^— x I PRW APP 1 +65.7 SLAB 8.86 LP +a24-78 BLT :- : ( 91.- L. 2 IT LT 72:sT 604 1 t 11 22.00 LT I 607 608 45THSTREET, 4E CONST. j ' \4++ PROP. BRIDGE PROP. APPROACH SLAB � REFER TO �RIDG PLANSeemmmm� ' j — — — — mami&— +05. 3 - ' .. — '—'�— 58 +42 : +72:m — — BEGIN BRIDE 09 1 b9. R 22 lift e0 " LO LO + +94:1A7 iYA—BR/DGEY — — — — — — — — — — — — — NDEX 400 SHE x ./26 +9 . i CONST. CURVED BARRI w 1 + _ ._ . (SEE STURCTURAL PLANS) - - - j oEip Lj \� oTOI o _— I I % -- - - _ — � - - - - � FL 13. p 1 I / CANAL m_ _- — — I I RQZElIQN'— MST.- 82 84'- RCP- WRAP — 1 L' PLANS) j r1JVTS WITH FILTER FABRIC & COS CONC. CON . COLLARS RAIL WITH AROUND LAST 2 WESTERLY 14ALT PAV INDEX 400 MOST JOINTS PER INDEX 280 Cc I � U i 1 : � I I : I I lee,N ` CONS'. END ANC RAGA TYPEI MELT ISM 466` 1 1 N x FILL /N SURFACE WATERS °i a N0. REVISION. BT. DATE. SCALE . 1 ••30' - - g ! : 2 REVISED PIPE SIZE R SPELLING BF - i1-16.12 .. L APPROVED. DETAIL . SHEET. 52 $ - DeleTtment of Public Works DRAWN. B.F . OF . 275 CHECKa ARCADIS u . s. , INC. Engineering D)✓rsron DTE@ 3 DN.07 66 TH AVENUE PROJECT N0. A1053 2001 VISTA PARktAY. REST PALM BEACH. FL 334II FIELD BOOR N0. 45TH STEET IRC..JOB-NO. ( 5611 697 -7000. FAX ( 5611 697 - 7751 _e%I=CAD%A1O 0ROTRD43Apn i1R6601211:3 MAN l y SUMMARYOFPAYMEAM PAYITF.MFOOTNOTES PAYDE8l7R/PRON UNT WANITIY 102.1 COSTOFMAWTENANCEOFTRAFFICSHALLINOLUDEBUTNOTSELAiREDTOCCNSTRUCNONSM.N$ BUSWESSSMNS, TENPORARYBARRICADEAVARNBIEMESSAGESIGNS, ITEM N0. TEMPORARY REFLEOHVE PAVEMENTMAPoIPRSI TEMPORARYPAVEMENr MARKINGS, INCIDENTAL TEMPORARY PA VELMENT, DUSTCONTROL AND ALL ITEMS NECESSARY TO MEET . THE IN OF TRAFFICAS PRESCRIBED IN SECTION SOD OF THE PDOTSTANDARD INDICES. INCLUDES ALL ITEMS FOR MAINTENANCE OF TRAFFIC WON ARE NOT ROADWAY INCLUDED FOR PAYMENTUNDER SEPARATEITEMS. INCLUDES PEDESTRIAN MEOUNTENANCE OF TRAFFICINACCORDANGE IVITH SECTIONOP-10 OF THE SPE007CA71CNS. 101-1 MOBILIZATION LS f INCLUDES TEMPORARYPAVENENTMARWNGSANOSIGNAGEANDRAISEDPAVEMENTMARKERS NCLUDESPREPARAITCNOFOETAB.EDMAINIENANCEANDPROTECMNOF 7 -1 MAINTENANCE OF TRAFFIC LS f TRAFFIC PIANS FORAPPROVAL BYFOOTAND INDIAN RIFF COUNTY. 1042 PREVENDON, CONTROL d ABATEMENT OF EROSION AND WATER POLLUTION LS f 108.1 ASBUI.TB LS f 1042 COST TO INCLUDE ALL NECESSARY EROSION CONTROL MEASURES AND MATERFALS. 1 /01-1 STANDARD CLEARING d GRUBBING L$ 1 1106 PLUGGING WATER WELL EA f 1/04.1 INCLUDES REMOVALAND DISPOSAL OFFJOSRNG DRAINAGE STRUCTURES AND PIPES: CULVERTS: SIGNS., FENCE: CURSS'CVRB AND GUTTER: DRIVEWAYS: SLABS: FOOTINGS: 1107-1 MABBOX a EA 3 GATES: POLEWASPHAL7:DEBRIS: TRAFFIC SEPARATOR'SIDEWALKS:ASPHALT. BASE: CONCRETE. GUARDRAIL FDP.61"FELPORARY CONSTRUCTIONDETOURS:ANDANY OTHER f20f REGULAREXCAVATION CY 4AI76 ITEMS TORE REMOVED TNATAREMaTSPEOFGLLYCOVERED7AADERAN07HER SEPARATEPAYREM. ING.UDESALLSAWCUTTWO. INCLUDES TREE TRlWMWGFOR UTILITY 12" EM&INKMFFT CY 40,681 wSTALLATIONANDRELOCATKWANDPORSTREETUGWMOWSTALLATKIN OCIS77NG DRAINAGE STRUCTURES AND PIPES WTHW THEL0VR30PCONSTRUCTN ONSHALLREMA , 1601 STABRQATIONj TYPE 19m SY 37406 UNLESS OTHERMSENOTED. INCLUDES REMOVAL AND BACI(RLL OF EKIS77NO AND TEMPORARYPAVEWENTSAS DIRECTED BY THEENGINEER. 286706 OPTIONAL BASE GROUP 6 SY 10600 .. 2O8 OPTIONALBASE GROUP/ BY 21600 2804 ASPHALTTURNOUTCONSTRUCTIG4 BY 217 1106 COST TDINOLUDE, BUTNOTLWRED TO, L480RAIVD MATERIAL TOPLUG THE OUSTNONELL CONSSTENTINITH SJRWMD KELL PLUGONGPROGRAM. 327-70-1 MXLNG:IXIS7NGAS M TPAVEMEN7 5'A VG DEPTH SY 800 334-1334 SUPERPAVE ASPHALTIC CONCRETE 6 1N SY 300 731.1338- SUPERPAVEASPHALTICCONCREIE 12 3!1 %Y 600 1201 INCLUDESALL EARTHWDRK ITEMS- EXCAVATKNAND EMaANKMENTT-0R ROADWAY DRIVEWAY CANAL ETCH, AND DEYENITONAREA CONSTRUCTION. INCLUDESFINALGRAOING 339.1 MSCELW4EOUSASHALTPAVEAENT IN 4 1208 AND SHAPINOASNECESSARYFORF381L RESTORATION EOICAVA7ION QUANTITIES DONOTING.UDE REMOVAL OF EXISTWGPAVELENT. PAYMENTFOR THIS 13 INCLUDED UNDER TO0R2 ENOWALL CLASS IT CY w CLEARING SAE. If T.9 REINFORCING STEEL W LB 4, 4261201 V41E75 URB TYPE P3T f0 EA 7 285708 THECOSTOF THEPRWECOATSHALL BEING.UDEDINTHEPPoCEOF THEBASE. 125-1361 INLETS (CURBTYPEP-6)g EA B 286708 426.1-451 INLETS URB TYPE J6) tcIu7 EA 421459 WLETS pUw TYPE WP�EMU EA 1 288-1 COSTTOWCLUDA SUTNOTLLM1rEDTOBASEMATERMLANDASPIUL17C CONCRETE. 1261321 WlETS 780 C <7 ff 42 7,001 INLEM ALLEYO 1 EA f 334-1-= THECOSTOF THE TACK COATSHALL BENCLWEDW7HEPRICEOFTHEASPHALT . 426261 MANHOLE EP6 0 EA 1 334.1338 4263-01 JUNCTNONBG17 PEC/A < / EA 1 43017"10 CONCRETE P/PE CILVIRT e•RGP LF 1400 4401-M COST TOWCLWE. BUTNOTLWITED TO, HDPE Pd'EFfMNGS, CLEANOUT, AGGREGATE, FILTERFAB)WCONCRETE, LABORANDASSOCIATEDAPPURTENANCES. 430-1761111A CLNCRETEPPEC VERT VIDAP IF 281 436176124 CONCRffTEPIPE CULVERT 4' LF 691 1 622.2 COSTOFPEDESTRIAN RAMPSAND WARNINGDOMES TO BE 94CLUDED.ALI =XVIALKJLINTSARE TOBESAKCUTASPERFDOTSPEGFICATION TOOLED JONTSARENOTPERMITTED. 176130 PIP C VERT 'FIEF LF 1,211 430/76136 CONCRETEPIPEC 'VE-RT 96 5361-1 INCLUDES CONTROLLED RELEASE RETURNANDNESTED GUARDR41L INCLUDES PIPERAfL. MOUNTING COMPONENTS, INSTALLATION, ANDSOLTEND TREATMENTFOR TWBERPOST. lF 920 130176,08! CGICRETE PIPE CIO:VERT 'RGPI L LF 180 5707-2 COSTOF PERFORMANCE TURF TONCLUDE SOD, FERTILEM MOKBJO, WATERWQ TOOLS, EOUMENT, LABOR AND ALL NCIDENTALITEMSNECESSARY TLRFTOMATCHOGS77NO CP LF B AOLICENTRWTURF. 490882425 1 MITEREDENOSECRON" OSSDRNN 411 EA 2 430884726 ANTEREDENOSECTION DE 4:1 7 EA 4 711-11-141 GIANTNYMEASUREMENTIS TAKENAS THE DSTANCEPROM THEBEGINNNG OF THE FIRST 4401-WROCK DRAIN LF 200 6201,0 CONCRETECURB d OURER EGA LF 4895 105011-224A COSTTOINCLLNE CONSTRUCTION Of SAMPLE POINTS 52371-10" CONCRETE CURB d GUTTER' IF 7093 522-2 CONCRETE 2ElYAL1L8`TH/CX BY 203 PAY OESCRPTION UNIT QUANTITY 530-3-4 PoPRAP R f6LDIlGIIWING TN' 280 R91N0. 636 -1 DRAL WA 377 1 SMALIZ47XW 59865254 GUARORAL ENDANGL GEASSEM- TYPED 1 li3(f8625B GUARDRALENDANCHORAGEASSEM-TYPEET.20W EA 1 2 5561-f DIRECTIGJAL BORE TO <i LF 330 59693-M GUARDRALENDANCHORAOEASSEM-TYPEMELi 1 8310/42 CONDUITd 0 LF 1,278 WWM� PERFORMANCE TURF ISOQ) . . - : . BIX4W0ANDYARK/ND 83&7-1 CABLE d P! 1 7002011 SNGLEPOSTBON URNISHd R7ST NGAMD ARF AS 19 635.1-ii PULLBCKIFa IC EA 10 708-3 RETRORER.ECTNEPAVEMENTMARKER EA 641 630123 t3ECTPoCAL POWER SERVICE NDERGROUND BASE NOT RE fR® AS 1 71141-121 TlERMOPLAST/C ANDARD LF 77OBO 639-2-1 ELECTRICAL SERVICE K4RE' a EA 1 711-11422 71ERNOPLASTIO AND OLD LF 148(1 6393.11 E(ECTIUCAL562VICEDS[XWNECT d MOUNTED EA 1 711-11-123 71ERMOPLASTD T GID 2 LF b93 64/41.12 PRESTRESSEDCLNC.POLE 6l-OIRECT&JR NII SERVICE EA 1 711- 1-124 TIERMOPL % TANDARD THE LF 389. 64931-108 ARMA Y 6 1 WND SPEED SINGLEARM WL MwAiR 2 711-11-125 TfERYOPLASTIC TANDARD OLD 4 LF 209 64931-10@ MASTARMASSEMBLY 6 150MPHKWDSPFf'D WSWGLEARUW EA 1 "1-11-141 THERMOPLASTIC TANDARD LF 6 78 64931.109 MASTARMASSEMBLY a I15aIAPHWwD SPE® 763'SINGLEARMWWANARE EA 1 71141-160 THE i1C TANDARD RE RRPW9 EA f8 85061311 SIGNAL d C f-WA. TANDARD AS - 6 711-11.221 TIERMOPLAS7IC TANDARD LF 13938 85061411 THA JU SIfIl4AL 6 4SEC 7-WA TANDARD AS 2 711-11.224 7HFFMOPIIlST1C TANDARD LF aeo 65061571 TRA107D SI(WAL a 1-N01 ABDARD AS 2 S 851191 PIDESTR9NSIGNAL a OVVN 1-WA AS 4 UlTU77ES 659.107 HEADAUXILNRIES 8 ALLLMNIU PIDEST EA f fO6011221A UTILITY PIPE VC IF 939 883-71.15 VEHIOLEDE'1ECTCILASSB/8LY FA 4 1050112248 LITINTYPN'E VC 2 150' 085-11 PEDESTRIAN DETECTOR a STAL MOUNTED EA 4 1060-71-414A Ul1UTYPIPE WW IF 60 670&111 TRAFFIC CONTROLLER !S�:_!Y d ITYFE FREE TAXI PIAN AS 1 108111224 UTILITY FITTINGS VO EA f 686138 SYSTEMAUXtl.WPoES CCTV CAMERAASSEMBL EA 1 105617+23[ UITUTYFDi7NGS VC 1 EA f 685-139 SYSTEMAIDOLWBE$ GV MVDEOAMPLF TRANSARITER& RECEAIER EA 1 108111254 VRUIY PII71NO5 VC EA / 699-i-i NTERNALLYLIUMNA7m SIREETNAME'SIGN EA 4 1056-11-41IA U7 gFWTURES PORARYJUMI ER FA / STRUCTURAL Ts 1f 714 CY .158 108011401 VIWTYFATURES TE VAL EA 2 4OD44 CCNCRETECLASS9 SUP132STRUCTUCY 17 708017-406 VRI.ITY FIXTURES RREI.FA EA 1 40010 CGYCREIECLASSN CH CY 85.8 18441f-4OB FREHYDRANTASSEMB-Y EA 1 4004,5 CQNCRE7EClASSN CN CY 1014 1 401-8 BRIDGE DECKGROOVwGAS PLANINGDECK THICKNESS eb'AND GREATER SY 279.8 ` 41614 RFINFORCWG STEEL(SUPERSTRUCTURE) LB 54363 Y 41614 REwFGLCIJGSTEEL CN LB 8,412 41616 REINFORCING STEEL PUPWCACH LB 14882 756343 PRESTRESSED CONCRETE 18' LF 1,4BU 4551433 TES TPILES PRESTRESBED CONCRETE IIT- S Qj LF 215 32/41 CONCRETE TRAFFIC RAILN4GBARRH9 IF 94 52/-66 CGJCRETETRAFFfC RALNGBARRff72NY VERTICAL FAC LF 1 8 5313-4 RIPRAP-RUBBLE c LNw IN I 437 REVISIONSVWMNRIVER COLUV Y DESCRIPTIOM BY I DESCRIPTIONr1mmn t SHEET Im�NmrneLdA9sod�s tre BOARD OF COUNTY G1DJ�70NBRS NO• O1 9algrr.wB®aSUMM 6616 AVENUE AND STRBBT ARY PAY MS ID as IRA S7MLf, wffE Bal B' B v F"� IN781PSXW0N IMPROVEPIRIM 6 6I0f3 <rEJr.Nr IAvm2 Y.2'ais PI I: Oyu ESAWWT ANDREMOVE ASPH5' Z�PROPDSED ASPHALT — ARA T 5• 7' B' 8' SIDEWALK PROPIOSED BASE EXIST. BASE - - I 0.02 '- - - - - - - - - J ,. .. 0,02 - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LAP JOINT DETAIL N rs URBAN FLARED TURNOUT PROFILE G15N A rs 6' l2' ER 3,R ii R 6 ` j7his B' p• CURB TRaIs? TYPE F CURB AND GUTTER (NOD) ION ITYPJ A'. TS. OgOP CURB IL TYPE 'F' CURB I 3' I 7' VARIES& I 7' _ I _ 3' & GUTTER (M*) r & — SEE iMMAY PLANS FOR WIDTH ASPHALT DRIVEWAY DETAIL If' x. rs REVISIONS Elm❑ �lAN RATVM COUNTY SHEET BY OE APT E R/ I T BOARD OR COUN7 Y COA MWOMM w Ism hn DETAILS NO, �twffE mo 66th AVENUB AND X66 ETRE" EV77MSBMON JAMOVENEMS arlCtlYv N/9/R'Y E?T.45 PY R.WO'�Q��Y.ALYIVAWR`Y6<YAET(Ydp� SUMMARIES OF QUANTITIES PROJECT NO . 0545A PN ITEMS - pTY. PRA:EE . . - - .. PAr fTEMS - Orr. PRICE IS 0660. 90 -. CmlorfL#M CRM Remre . . ...... _. -.I, . OOP I. Alakrm Of Tra7k . . I LS _Ow-w . . _ _ - fi l I I9 OM1 AT 'SsiA . . Be7Aer . . - [F _:- -1699 t8' mom* . ad S -:Y6'6ttl Ara)- P " ODl_e ,FMdI - Tu f 07rrltf . . . __ IR If, _ . ow I tl NI _. . . fea 6 - KSR.'.:, f P . EA' IDM. : Sod. Thwi rardkn Osks . . Y: EA: . . ;PO tl w o. fasr - FN. . Uv itan `@. SF - _ - I AS. . OAN ®'" hdd Prmfesrfda- - . . . . . . . _ . . { "EA` - - - AIDBIDa FW S Remlra.' ". _ I 'AS AT l ._. .. __ _ . . . . - _ f. Y/JOO:Yf Y LIIIll~ ' FY.. SD ;fav / r55 77 Ctmr ► r1iD01 -:._ . . I - . 0700 Pand $ r6 mr lavl..fAOT ` -'1 EA . t. i r : .. . mn ..... .. .. . . 9�9. :IV . . . � /b- 16' S /hold W.110 (6 Ar. LOW 18 61' . . . . . E EA 018D 8- _ :b 77NAP : - ..... . :. OHO. . CY D700 A8'1fG. Eda1: 'Fb tRmmee} - 5 EA .. . . G/YI"fi. F Fld-__ .. . - t7D. '. Cr p1D& / I Coley Harter. T 1 J EA OASD .1_ T 6 sbMlfmfAn . . - _ _ . . OED: ::R - 9106 SS Rdn RNwh" &V&M f Abrttrs (AeMrlAN6e{I . . . _-. 69 : EA . -P85709. rA IbfklAit. :. grow. `09 _ , . . . .. . rJB: . ,OA08'3 :Rdn RWftfk8 Martera rdranw) . . 9E 4i317`OA - --_ _. k Cmard)e fk-r-3P- .5.. l 3/{'- " 738 - _sr �0'id0. 7Ae ,SMMard:-vntls, Salk. B . . 0:6 .. AS 0331' f.�. : rm 'Sur am Cderae. TrM C. SP-9.5• rTAkt ... -SI' HRCT: : Tam b:. Srmldard. B7db SmIW. �!'. - 6P .0344140 Aspwr MVlmtek Surtmx LWrse. rr M/Ie. C. SP-9:S,.I -t TRAY _ am.. Sr Wl.t S: . TAe k..SIdATefM../Alta SeiM. -` DID'.L -MT=dbNWvf_' r . ,. , _ _ _ .. , r. _7H Id31- TAe k; ro. �41J0. 7J-30 SR , oAY CY. Q750 7- / A "Ikntre/d Awamod . - _ _ _. .. _. _ �... A.. 070::0AN:' Tae k "SAmdmro :DMIfG 1i. �: 8-dI SI �8.. lF . .. OAX7 D'd Cti7lards Class' tl5. Gnarl VaB. . ... . . - O Cr . OAM - TAe k Slmdnro. < . Amor . -. . 6.. 14 CmAsr a CVrD'BAdhr. 7 ' f _ . . . Y17r.. -fF . . . - 970. BEd, aAardOp58II4S1aNtlr'd Ted6Y. Selyi B .P9 . Nlf.: r. 1020 581 / 70' 07tl tl2M . rde - k: -Skemro. reear M'.S`. .. - _. _ OJ MM: 052YP• S/dedt Doirrde TAA3'�" ... . . .... . ..... _.."_ . .._ .- ,�. OlOJBFITAermopl asfk: rmdaro TdlAaV.. Shcd ' : 3D .. . tF ; - ONE rf: . PURerudrrarbred PoremaB: C refe .. ':Sr - Ord -am "TAe _ Ae. kaBo%Te6hr. tlafi/GutddkelD-JO-FdD: .6 __-- _ 9D. . OW6 C PS &a,� Or FAea_ Oyfk _ __. _ . .. .. _I.: .£A . .Reooro O . .. .: . - 1. ' _f51 .Tr :IF. . 0570 I Y' Porloreace Turf. Sm . . .. . . .. . ._ ' A" - - 'O65D riz CbW1 s (FI�I1 .. . , - nuN1 � - l/J tf' : 06.DD'/ 13 . op"w5 - _WIN: amculf almod Se+a111. 1 _CMW111 __ .. Q6:ID A W CotlulM - 'IF0O. 0AderPaVa m 5aroo0 ({ . . 1. . - . . .. . - .173- IF. . . . 0670/ CisiAlil= . fFA_ _ - .. . ow r i CaHr' _ _ *WWI CaMr Fikr CHH Will RlMe. 1glAg1. ( ra OD IF - :J tl. PUT 8 ANCIAXI BOAeI_(PAO IPyd 1 . Yl' ', E#.. . . . 06S''I"P/ • r ..Parer Sri# . .. Isbaw _ .. 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T. S. 1 ADDED PAY ITEMS BF 11 -e - t2 ED. SUMMARY OF QUANTITIESLPR . 3D $ m 2 ABED PAY ITEMS BF II+16<12 pepsrtment Ot• Public wOrl�'s OF 255 B.f. ARCADIS u . s. , INC. g • ;,9 D. N. D. gg TH AVENUE En ineeri Division Iz- I6.OACT N0. A1053 2081 VISTA PARXBAT. BEST PALM BEACH. FL 33111 BOOX NO. SOUTH OF S.R. 60 TO NORTH OF 67TH SToe_N0. ( 56.11 697 -?000. FAX ( 5611 697 - 7751 ,,�10S91CAMI0a9SU110RD0/ AAp 11116001215aAI PM i SUMMARIES OF . QUANTITIES PROJECT NQ * 05456 . . PAY ITEMS P74 PRCf ._. - PAY ITEMS . � � OTY.. PRA:E ' - - PAY ITEMS QTY. l PRICE 11 out `YODUlzdllan.. - . ... 'LS O4D_1. 10, Ondardrok. arth Saat .FRHr.: fd' d67- : tF 06510 7D S PWesrr7an Ass emd 1 EA-9 oe I Yolmlm,ae.a Trar . . -: ::Is _ orro 7r 4. umerdrei Ourlel Pi . .. .. :- -_ .__ ..___. ' _ 73 Lf . am 3P ( fble Re ov`-fShS rl - 4 EAIFlaw- Ofrke.: 900 Sf . . ' DA. " . . OH07J 5 UMerdrok OVge) P , II- - . . J5. 0660. 50- 'Cnfrpllor : . Raaord . . 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FAX 1561 ) 697 . 7751 I PAY ITEM FOOTNOTES - SSSS B2-I INCLUDES ALL ITEMS FOR MAINTENANCE DE TRAFFA: WNW ARE NOT ®- OCCLUDED FOR PAYMENT UNDER SEPARATE (TENS: MCLUDEs - - - PEDESTRIAN MAINTENANCE. OF TRAFFIC N ACCORDANCE WITH ' - SECTION. OP-B -OF THE SPECIF1CATN.WS. INCLUDES TEMPORARY PAVEMENT OLEO I Al WXIIYD 'lljr�l' =IS W/THNV ROADSIDE STALES AND MARK) b :SMAGE. AND RAISED PAVEMENT- YARNERS• LWLUDES STORMWATER DETENTION ARENAS TO ACHIEVE, THE REOVIRMMINIMUM PERMEABILITY RATES. ' firdims SOIL PREPARATCW OF DETAILED MAINTENANCE AND.PHOTECTION OF TRAFFIC SAMPLING AND TESTING TO DETERMINE THE APPROPRIATE MATERIALS REQUIRED TO AC/NEVE THE REOOIRED PLANS FOR APPROVAL Or FOOT AND INDIAN RAVER COUNTY. PERMEAOLITY RATES AND TESTING TO DEMONSTRATE THAT THE REWIRED P'ERYEABIUTY RATES HAVE BEEN ACIIEVEO UPON COMPLETION OF CONSTRICTION. INCLUDE$$ RFADvK I!��OF EXDI7LNG LYMNAGE STROCrURE3 '. AO-/-/ S GOLV£$TS N £EAWE` MRBS * GVFF L41VE1Y4 Wp 1 D WIL DES ALL FITTINGS CLEANOUTS CONNECT01i PPE AND FILTER SOCK. fDOTiNGs DATES: S: T '' RAF�,C B£P TOR:. SIDEWALK" DIf i VOWAVIV Of10 73 e INCLUDES ALL FITTINGS CLEAMLTS AND CONNECTORS. JI& 7EMRDRMY (Bh'5T�7gIpppy DE MIO ANY 0 1 . MS. . . 0410 77 S ... TO BE OTqA T ARE Wr 'SPE'U' jTHER :.'EPALNTE.PAT7TEM.' AANFLNES ALL SAW LrNiGNDr� TREE 0 O3SO I I ' hlcAlda INvcrn. PernNenL c rMN3_ c/ Onaw/oF Pero; UTILITY WTALAamN LAND OR RELOCATION SDR . IS RE _ TAN�NGrNrc IRSrAL! 1TLOII. EXISTING rDINs ALIO COM 2 NCINaEs ALL WOuaN NECE TO MO1Pr. EN OTNrROL srracTNREs INtTMDING CUTT/MG, DIMLUNG AND ANS I D. Y1NCtflQ 5 STK ��LLM L£65,: PATCHING OF THE £KGsirm CONTROLS bTRM7T0lIES PER PLATES, BOLTS. A1175. FASTENERS AND HAROYAIE. -BY NS 3 &cWw ap mrt armclara with rhe AmrNwofsr oWrd nroehrre lrchdbv off milPahrdlW- !Wisp . Ma. mrAmrs, ranagrs, weir Ploia, atiN rsd oro LOrOad CB-2 is EST/YATED FOR PREVENTION. ' - 2 AND ABATEMENT OF. EROSION IRC 6 NGOMa the rommot ad ronical or 6 ureffm wren IbWS of me TrAil a«emyaNNr, NrAtlor oN m tudc0 p AND ON - THErPLNYS, OR.AS dRECIED BY BE HE ENGWEEUSED AT R���S51ONATEDm Pramare. es direct fM imighwe calickidors, del �� COM /mtlMYa rewired m rMOmie the IfpMlrq. Now kmrNn BARRIER SILT FENS TYPE N & BARED MAY OR STJ NCIUOES REPLACEMENT MAY OR STRAIN BALES AS DIRECTED Rr THE ENONEERp �iE� r� NNIf plPm dAV -6 - AAw,olel LAIaROl4 DIP aTrod$e.dr .War 9KK Awd hKrNde BVI LF np7 ihweo -m.' Vlnli�a rgnge .aprptAnfod IVNA ay imLt o@M,ua: Ira1y�q + OWN rr or aro @0-I INCLUDES ALL EARTMKM [TENS EXCAVATNW AND EMBANKMENT FOR LaUUl/ade 14 p"m r orpMaw arra Awwordg rafdppUOn 0/ PIP Phd WN rT r es, fB7� RDAOWAY. DRIVEWAY CANAL DITCl/ AND DETEM7ON AREA Meew. 7Nr11 rata T Iradl ad, odtgPG¢mn. O4/nfen(ae' laillOp I OONSTRUC INCLUDES FINAL GRADNG & SHAPM AS NECESSARY pNpTddW R{ Tery ;fQPpNr iK �r agRrared -aefA'40" for FlOdp wNer rrr� p prNdie: FOR FINAL RESTORATIN, EXCAVATION QUANT?ES DO NOT INCLUDE olokt ' fin( remerWp OMpmN NO /lpkR. p or 0froms trer fill m OMtlTLOaPa REMOVAL OF EXISTING PAVEMENT. PAYMENT FOR THIS IS INCLUDED /otAl o1Mer ar- ponow 0Y I10aCNR or Oen }Ia/IbG atl daOmAltslloir: TrBNh UNDER CLEARING SITE. 00%. Ad'I K mow! ow aw po onrae BM`Iz°miwrurGoe " ,Tor�eNgs Laardaar rip m p.mMer Irlth N a w W matrNrron olds A Aarho x Yug1 «nTPA Y rdraYaEe maware X1age BD-1. IRCLUDE BnWXOIS MATERIALS PRIME LWT AND TACK COATS AS colonDwar m we m IWorNO Ramrd rr*aw. a no Pis a[aN he C-ft YM Mte PIOPF 4"r bl 'OR N AN P85-7119 REQUIRED. aWwws Aro AYta947lWr M:pe/ Ntl�lr RNar W011r Sf4ndeRda and ha JINj 3007 '4Yaa 331-I-LT mherrree .idod M fb/' his rr rCa1'r iLse rrin 00 f4wr d J0 .0 + it At er N�Mra rraN, Durr 33ra-32 Sys p i �womehom of +s%pj I er . a�lN w ra °f0 04401omr a qr N+e porreor rMa rnr rmaW: TMJ �oRpUrs b .a weer del fdr IAe. er m KMpW. MSihy qnd 411br/M-NyL Ni0 CONN+ NdN Qs ALL LN125 ALL STRUCTURES ARE LESS THAN d N. DEPTH• UNLESS OTHERWISE Mlyr Me sae or RAs saLSflnp atl/n ipNe Man Ae dNh'ANNab. y Ale pk7er. TOA a.T�r 0¢ QppOgir tVN Ae rsTynks Ql SERIES NOTED. [TEM INCLUDES SAWtUTTOG AND REMOVAL OF EXISTING . fWd or. fhp Woo .IMnEDIEP. O,ae k.�rouW'Rd:mi_d 'tM Lad ( :Ei RLL} „!o AWPR f07 ITEMS PIPE: COWRETE COLLARS' TO JON NEIN AND, TO EXISTING PIPE: : . SANJTNG OR ONE MUM TO -IN TO EXISTINT. STRUCTURES: m . OmI TURNOUT CONSTRUCTION CONSISTS OF S/BGRAOE PREPARAnum, fXNIPACTINO, EXCAVArBN. AND OPTLowAL 'BA� AND ALL REPANLRESTORAJ OF EXISTING FACILITES AND SURFACES GROUP 1 PER FLAT INDEX SH 6 Shp AS REOdREO. OR AS DUECT£D Br THE ENINEERp INCLUDES ALL SAWING CUTTNrr. AND PATCHINGATE.AND ALL AL (MOWN PLGASNETS. am E TURNOUT CONSTRUCTION - ASPHALT CONSISTS OF THE PLACEMENT OF TNNLN ATHICKNESS ASPHALT CONCRETE . AND FASTENERS. NCL//0E5 CORINM.ATEO ALUMINUM DEBRIS BAFFLES. SURFACE COURSE TYPE SP-B.S. 5.T6-H hlCtlmES LDNTRO.LED RELEASE RETURN AND NESTED GUARDRAIL INCLUDES PIPE RAIL. MOUNTNIG COMPOMENTS. NSTALLAT101f. AND BOLT . ' . - - - . . _ .. . . END TREATMENT FOR TNBER POST. ,(LK 7 CONCLUDES THE REMOVAL AND RELDCATA7N OF THE EXISTING FREE STANOW BUSINESS SKIN AT STA. f�91a. NWCLIADES REMOVAL OF EIOSTNO SOOTS Fa NDATION AND ELECTRIC SERVICE AND RELOCATION LN SIGNv 515-1-1 SHALL BE N ACCOWANCE WITH THE GENERAL PAORSKINS OF THE FO/NDATEM 6 ELECTING SERVICE AS DIRECTED BY THE ENGINEER. . . . . SPECIFICATIONS. INCLUDES STAKING OR PEGGING OF WILL. .. - . . .. a30O-6 INN:wDES INORAIT ASSEMBLY. PIPE. FITIMUS AND VALVES. OW33 WELOES ALL FITTINGS, CLEANOUTS AND CONNECTORS 0530 3 3 INCLUDES TYPE 0-2 6EOTEXTILE UNDER RIP RAP RUBBLE. 0125 M INCLUDES ALL LABOl. MATERIALS A EQUIPMENT FOR TYPE X DITCH 0125 BOE BOTTOM INLETS. INCLUDES C THCII CONCRETE APRONS 0129 BB INCL DES SLOPE APRIW/SLOPE PROTECTION 6 ENERGY DISS/PATUR BLOCKS. 0125 1322 INCLUDES FURMSH/NO 6 NUINLET STALLAG CB ET BASKETS BY SIUNT/EE TE ES OR EQUAL. All 0 "oil REVISION Br DATE• SCALE . x. T. s. SUMMARY .:OF QUANTITIES So a 1 AOOEO NOTES BF LT -e- E2 �• APPflOVED. SHEET. 33 2 DELETED NOTE (E 11 -16-32 04wrtment o/ Pub/ic .. Woks ORAWNG G. F. mill, Ord 275 ILLS_ MCADIS tal INC. Engineering Division o TEE012- 16.Oe 66 TH AVENUE PROJECT N0, A1053 SO 2081 VISTA956 )P69T•T000 FAXPLS611 691 -775133911 FIELD BOOK NOd SOUTH S.R. 80 TO NORTH OF STTH ST LRC-JOB-NO. SUMMARY OF . DD RAOML°gE STRUCTURES . . ... . . _ PIPE CURB . INLETS OBI , MANHOLES CLASS I . . 57R. INDEX - - . . : ' . _ _I -- _ _ _ _ _6 _ _ C _ - _ _ _ 00NC. : REMARKS STA. SLOE TYPE SIZE _ N0. N0. A2' !� 24 .' 36' 47 4B' 60' 72' 64 89X4 34 38 AP. _ AP . AP . AP S - 10 f .! ?® T . . .Y. . . S-A71 200201205 123+60 - LT iwLfrj 'E l6" _ . .. . . _ . EX..,_ SI 232 123-+60 LT OR 24' EX. bBl . . . . . . 5-103 200201.205- 12426 RT &WIREM 24 .. . . - - . EX. MANHOLE ` 232 - t845:3 ' RT ANETAPE - IB' - _ - EX. INLET _ wtttttt S-A05 206.;20!.205_.. . !6+6.53 - : . .: ' LT t� . . .. -_ 30' ^ EX. OBI 5-800. 200.2D12052/l {29+02 19.00 LT XLETNE - - I V 79. Iv _200 200201205;PJ/ 129+02 7.00 RT 61ETPPE IN' : . 89 - - - . • . . .. .__ _.. _ XOOEO1205211 1129*85 19.00 LT MIETM !6' _ 54 - S- _ - 232 e9+72 68. 70 LT OM IB' l6 . 1 - .. , . 5-201 200.201.205211 131+44 37o00 R - 'OIIETfXf /8' 666 .. . . . - --. ._ . tittijamotI 1 , 'S=202 80D.E012052l/ 13/+44 37.00 LT MIETPX'E 24 . P4/ S-203 200201205 173+85- 34.53 LT YAWWPW 24 763 -20 232 133+65 48.96 Lr 06` i7 r 1 r20 240201:205.91 475448 49.66 RT MIETM - I@' 81 - 1 20..201205 '435+0 .30 L . A40AMEPo°E � 24 . .472. s-toe 2ro.2o12O5zN Ln+44 _..27 R ANEL PX'E - - m' 77 . ._.. .. _ S-2o5 200,80/205ZI : IN+0 :73. LT MIETAK 24 . 1.64 5-206 247.201205 L36+60 .60 LT _MIETM 3d 32 _ . . .. . 1 . . . _ ._ _ ._. .. 23P LY 6+80 6400 LT ON 30' _ 02 _ - S-207 2002012(5211 143N4 SI.00 RT XXETPXE le 77 - 1 5-206 247201205211 AF3+44 .00 L ':d1ET. 14PE 24 NB 5-209 20020120528 149+92 .00 R 060 PIPE AB' plIt 1 5-2A6 X0201205211 /49+44 23.03 INIET. RPE E4 300 1 SHEET TtlTAL 0 786 - X116 32 - 0 - 0 0 0 0 0 0 0 0 0 0 X12 0 0 l 5 0 9 0 0 0 0 3 0 0 0 0 0 0 0 0 GRAND TOTAL ; ^' u N0. ' REVISION BT. DATE: SCALE. 1 ' •40 ' g 2 REMOVED REWARK OF I4 - I6-12 APPROVED. SUIlNARY OF DRAINAGE QUANTITIES SHEET. 34 Department of Public Works DRAWn. B. F . Of. 275 ARCADIS u. S. , INC. - Engineering Division `ATE , 01 N. O. 66 TH AVENUE DATE . 01 -30.07 PROJECT N0. A1053 2D61 YISTA PARKWAY. WEST PALU BEACH. FL 33411 : 5611 697 -7000. FAX ( 5611 697 -7751 FIELD BOOK N04 BOOTH OF S.R. SO TO NORTH OF STTH ST IRC-JOB_N0. SUMMARY OF DRQa [r` AGE STRUCTURES PIPE CURB INLE:TS. . . . 081 _ MANHOLES C� I STR' IND X STA. SIS TYPE SIZE �. . ' �. -, 8,7. �. 60' 7T 84' 29x4 30x5 38s3om 35W .. - J_ REMARKS _ _ _ _ _ _ AfOa Hoe AP. .. AP X_ . C . . ) C C C . . .. .Y. . - 250 . . . +07.78 M.St LT - :END WALL $ 6.33 .WCS-7 . . - . .. ... ' EX CON STR mmmmmommmm WCS-8 - .. .... . .. EX CON STR _. . mlTeeeeee - - ` - -- - - . .. . - _. .. . . . . _._.. . .. ._. . _ . .._ � mmmmmmmmo, . . . EX CON STR mommmmmm, WCS-4 81+90 2 .20 L CONTROL JC 54 .. .. . .. . -. . , _ .:. .. . . . . . . l .. Mmmmmwmww WCS-5 437#22 -98_68 LT. DONTROL - -b' . . . . Lit _. . . . 20 WCS=6 216400 I7O.96 LT CONTROL 30' 248 - - 1mmmmmmmmm WCS-7 204.24 162.39 LT CONTROL .A7 JO ` ! - . IMC§-8 877#0! : ITO.W 'Li CONTROL JU 802 80 1 . CONC. COL 280 CO-I 200.80/.205 52NJ.61 7.50 L7 MANHOLEPIPE 72' � _ . � ' A70 � - . . . . REINVf 70P/ SLAB 6 BURY OW PIPE ® .. . . 176 . ....�. .. CANAL 815151 PIPE 60' . N6 62 . . .... - _. . CANAL t5B#5B PIPE 60' . . . - _ P00 „ 68 . . . CANAL . . _ CANAL -8l5H7 PIPE 6? me 800 : 64 232 "M 95.00 LT OSIPIPE WIF 20 ! CONC• COL 280 I I SHEET TOTAL 0 S.5 0 480 54 0 0 752 275 13! O 0 20 0 27 0 20 0ro 0 - 0 0 0 0 0 I 2 3 0 0 0 0 0 6.33 GRAND 70TAL - 4 m NOEVISION. BT. DATE. SCALE . 1 ' . R •40 ' g mew 2 REVISED WANTITY BF 1 .16. 12 - APPROVED. SUMMARY OF DRAINAGE QUANTITIES SHEET. u 8 Department of Public Works DRAIN* B• F• DE. 275 ARCADIS U .S. , INC. g g `"E"`E°' "' °' 86 TH AVENUE En lneerin Division DATE . 01 -30-07 PROJECT NO, AI053 2081 VISTA PARKWAY. WEST PALM BEACH. FL 33411 FIELD BOO( N0. SOUTH OF S.R. 60 TO NORTH OF 57TH ST4 IRC—JOBI : 5611 697 -7000. FAX 15611 697 -7751 � NJ �i1 �t1aG,3 �! OO � ® G3Q � �JQC� G � 4G�3M64MG�3C � STR; INDEX PIPE . . CURB INLETS pBl MANHOLES - L'ONC•LASS (l REMARKS STA. SIDE TYPE IE - . . , X4 - - - - - -6 -X --. E S N0. NO. l2' NT 2f JO' 3C 42' 4H' 60' 72' Be8f 29svCAP AP. AP CAP - F) . . <0 - A7 e)Q_ _ _ I : .. Cly, 5-506. 6do-W 05 X9'57 70.00 LT ',YANHOLE,PIPE 4H'. 412 1 S-507 2W201205 500+09. 379474 LT MANNOLE,PN'E 4H' 54' . S= - 200.201205211 - 209100 51.00 RT INIEtAPE ®' :. ` � 05 _ 1 { _ . 20/205211 ' 209+W .51.00 LT NIETAPE 10' 60 - - 5 6B I r.6O4B 200.2012052/l : 257+W 31.00 RT INLET MPE 0 . . - R5 4444 . .. . .. - 4 4 44 . - I _. . . . . a00.20/2052l7. 257400 .51.00 LT ANIET,PIPE A1' ED . .200.20/.SSR11 261+00 :51.00 RT INLETOPE., 16' WS . . _ . IF. .. .: . _ _. .. S-TIS 2W120l205211 2rda ' 51.00 L7 NiETAFE . . . � 26 .._. ,.. . . . , .. _ _ -7Q 2W20120501 294+W 51.00 RT INLETAPE jr - W 200.201205211 204+00 `5LW LT INIETPIPE " 6• E09: . ', -60 - 206vWI?05 211 89HIOU "Fee51:00RT. 111LEFAPE co - XXi 1 . . rWa 200201205211 - 204W 51.00 LT 'INLETP/PE Ir 66 .." . . . 4444 . . .. 4444 39#80; 34.00 IT PIPE A9• - P2 � (PI AT YES _ . ._ -4444 .T944W. J3.00 IT WE 6' ffi . - - - . _ . __,. ... .._ (2) Jr NES 397#M 2390D. IT PIPE A9' " - 36 .. - . ., . : . . . 4 4 44. _. 4444 _ .. (2/ 8' NES _ _ _ .. 0 B' YES . 4034W 31:00 IT �PIPE B' . . " 42 _ _ .. 4124W -27.W LT PIPE Ir ffi " _ : , . . _. ." ' rPJ AT YES Ift4@+6'0 26.00 Lr PIPE B' 60 _ . . . (2) B YES 4#+60 P5.00 LT PIPE _ 43 pp _ 4914.x! 29.00 LT PIPE Jr 32 _ - HMES . . - 59T+B0 33.00 IT PIPE A9' E3 _ _ . S 691+40 ffi.00 LT PIPE H' 50 • FFFm,mwF "_. S FFFemF #5430 34:00 LT PIPE . I6' 26 S - - TOT+60 91.00 LIT PIM ENONALL 60'F"FiFFFee"IFF 32 E2.6 R• STLM+3536-W LT PIPE 2Y ffi mp,FF"F Fee- STHeW 35.00 LT PIPE 6' J6 S SHEET TOTAL 0 6P7 0 0 0 0 466OFFIFF J2 0 0 0 0 0 0 00 0 0 - b 0 . 0 0 0 0 0 0 0 0 0 0 E 0 0 2206 GRAND TOTAL - t !20 -906 P4T4 4301: 2954. - 1230 551 784 'XIO '275 J59 438 BN 3H0 . 0 497 20 40 2 26 0 43 2 9 6 P P4 2 6 6 / Li 0 0 58.8 N0. REt'ISION. HY. DATE. - SCALE. 1 '•40 ' Sfil- 2 REVISED OUANT TY HE I e16&121 APPROVED . SUMMARY OF DRAINAGE QUANTITIES SREET. 42 _ !)epartment of Public Works DRAM#• B•F• - 07 ' 275 ARCADIS u . s. , INC. - g ' ng DNE�1E " ° 66 TH AVENUE En ineerl Division DATE . 01 -30-07 PROJECT N0. p1053 2081 VISTA PARKWAY• NEST PALM BEACHI FL 33411 ( 5611 69TFe7OOOv FA% 15611 697 -7751 FIELD HOOK NO. SOUTH OF S.R. 60 TO NORTH OF 67TH ST. IRC-JOB-N0. EXIST, R /W LINE,. ; - .I 1 + E%6T. . ESS SR.x. Q TRIC D 4 i '4+!! F. r M .r CONST. .)X304 °ROIiIE An9D r ]LSw7AL _ - 'ITL . 1 ` A Feet 1 ] . . 5 - W ? i - AMP G, ASPHALT I to 5• I STA, ST SRA WALL 1X. CONST. . EXIST . W. ROAD a /w LINE I ifs, >U.EB IT WITH HA (MNL`)NDS 856 LF 1 H ti ; { E00 P1XX2 C T'C4 . )F' RCP a9 N T0I 1 - _ - - EXIST, SIOENALR TO REMAIN — Tnr8 Fm ✓ E P41�P%.A7{0 1 ^'�• — - -lllle _ RELOCATED POLES TO OE 0 mss_ -0TgERS _ E%IST. NVB • • REIaATEO fBf 07nERCl . . . . -121Y . • � � . . .. . . . . . . . . . . N I, 'cn� TO REMAIN . ✓. .� • •J_ 1,/J _ •� /f;' 1 = £ * EXIST, CPN$_ 0 SIDEWALK F f 1 LItM15T d/R8 b GUTTER ' - f Ex15 IDEWN.K TO BE EXIST, EDGE OF PAVEMENT :, i 1 i0 REMAIN _ _ — • • • •' • _ w i� T9 Lf• +i�• RAMPS AND I E F{ _ (4 mmmmwo _ _ _ E � � t W I I 3 .— _ Inc o Is LF �7 . '^ .. ..:L r �� rt ayG�! i M1 E% ISi.. ilL t CW _ SQ EN4 - _ ...LT: Pq. + • . �' I 1 i . + E�Tggi i N3}; To BE REMD%ED EXIT N RDAD AN < '': e _ _ :: • - , — TO-RFJIAI E8 CONST. L19 IF - 15' ACP . CANAL RIN LINE .. .. T CU. Z M 1 BEC%W. SIDEWALK GRADE TRANSITION E ,1 ., _ _ _ �� '� _.. _ _ _ _ _ o BE REMOVED - x 66TH AVE \ LT N .. E%IST IES B IS ' CMP T rE% 157 E ROAD AND N CANAL RM L NEN E CONSTj . I } �; - ;ei2s + .--r ..... — •— . rim 1:4 `.I CONST.iCORB A GUTTER` TYPE F ^ . wl RT FGL GYfTSA ''FNfAL SURFACE a - SURFACE L_Ys,pfSt, 41 Y. RT PGL (MOO.) WITH COMDR TREATED 6 � . a - . . STAMPED CONC. SEPARATOR ' . t . . , + STA 'Y575+7155 > OOWST BpfN . �T h d - R�� -. "r ' 93'�E LnT srv, s r i :,:ems - BEpx CtiRe ti .,o ..... . ' _ = " lmw. . �. �' �• ` ^ �c9 naaar Nve d SEX I T ��i" /WERI E PE N 1c \ no F EXIST. CUPS S GUTTER TO REMAIN EXIST. GO RAIL TO REMAIN ry . _ XIST. CURB IIGUTTER. : EXf3T ARM' 3 / - GUT . - 4. _�__. ..._. ._._ pAAPS ANO S10EWACR MAM • ' •.2'61• . TER .. . . - � �. . - -- — — +— — �- - '` : v 7 ExiSi. GUAROHAIL TQ BE RESET �TGO 0 REMA7x 3ft, 6UI7TER. RAMPS 11ND —�TfA ._ _ �.. .�. _ ...... :: / �WALTIIN REMAIN . - -END 'P710JECT— Y' SI 1 . EXIST, PED. BUTTON 8 JUNCTIOx 8 Sell "�' E1{1 ST JUNCT - BOXES -EDtJ 11 EXIST, MAST ARM — LATERAL AAA CANAL i \ :J "` - BEGIN OT EXIST. GUARDRAIL, BEGIN P CT Ex ISI. MA5T ARM EXIST. ENDWALL TO MIN — ` -- ITAYEP T�OX - EAST tk S T 30 S * 30 E _ - _ T� .�w1-N Re 2v CONNECT Na. 05458 . . - la 0• BOR ry WEST LOVE SEL S i 37 5 RA E ' - AVERT TO REMAIN LATERAL +Ax CANAL 1 PAVEMENT FINAL + •tT 9/: . RT - —. — SURFACC EL . - CRAM Y W L REMOVAL - FRU: ' .. EXIST. R /N INE • ; WITH HANDRAIL TO. RE i . . EXIST. ,F,IX)]ALL TO TWIN 28 " BEGIN D . 26 PROFI STA. +q � lelMl _�� XIST. L ttT • T) PATCH ` EXIST* f 26 _ _ 26 llM '— PROPOS PGL f & RTJ 24 24 � _ � _ �. --. L.2r.5T 22 — � . LF - RCP - - RGP 22 ' EX'. I -' hpa - / _ �IwMA = 1 TO RE 79� LF 20 _ Y _ _ _ _ �_ —E% 12 NN f L — _. — _ - I . 11 CI — - - _ _ _ _, _ _ 20 _ -- - ' - - 8T TO REMAIN - - _ E ' 12 ' 1AI J #' . _ _ E 12 ' T REMAIN — - - ' �' INCF F ' )9.63 FL .06 T REMAIN R I - - Ex. . 18 - - - - - - - EXIST . 0 ' x10' OX CULVE T TO RE IN I MA, 18 - ( Q gr - 16 16 124 125 126 127 128 129 130 m -NO. . REVISION. BT. GATE. - SCALE. 1 ` •400 2' REVISED CALLOUT OF 1418-12-12 APPROVEO. PLAN AND PROFILE SHEET. 56 D�rtment of Public worksof Public Works DHANN. 13. F . DF . 275 CHEERED , N. D. 66 TH AVENUE ARCADIS u. s. , INC. - Engineering Division DATE . 10-03-06 PROJECT N0, A1051 2081 VISTA PARKNAY• NEST PALM BEACH. FL 3341I FIELD 1300% NO. OUTH OF S.R. 50 TO NORTH OF 57TH 8T IRc_JDB_No. 15611 697 - 7000. FAX ( 5617 697 .7751 .1f053331OA[XAI PLPRR003.EOn 11ASCHN2122Z PM - i i woossa Woos TCE I I VISTA PLANTATION + <. . i . Ev t � 1 —� /►� VISTA PLANTATION CONST_ VALLEY' GUTTER �. CONST. VALLEY GUTTER / Feet WaRe! REMOVE EXIST. GOLF CART ; - FL Be& 54 . :CURB TRANSITION PATH, CONST, 20 Sr.. OUTFALL 3 . _. CONSTTM LF - 30' CAP / .+� CURB EXIST,AANSITION CURB .� .Ey ... CONST, CURB RAMP CONC. SIDEWALK 1i TI4K:K -- � � / TO BE 15 •` . CR2l INDEX 304 INDEX 520 CJWST. CURB RAMP' - ! ; . \ � .` �1.h WALL WITH HANDRAIL INDEX / CR 21 MDEX .T04 , . . _ _ _ _ CONST. GRAVITY WALL INDEX SMOR 16 55 - ` ` - ti GOLF cAXr PATH `MS 7IN ROAD — — WITH HANDRAIL INDEX 850 GRAY/n' WALL A T — — — W99 vol 0, -dHG IMAL ) R M _ - _ .S . . °6 -. . .ta & F 'c - .. nae . S . CILLN IA; - T REWfN . - . was _ : "��'� yH!. .. . , . : . . . . . . :i. I II EKIST CXAfN LINA FENCE TO RENAIN - coxsr. as come s/DEBALK ::. - CONST. 8' CONC. SIDEWALK - CONST. 118 LF - 24' ACP - . S_2p CONST, 62 LF IIZf Rik ACP II ,Wmmmmm ass' � . QOIFST. GUAB b GUTTER TYPE Fmmmmas"' is 01_ 3 9 pr . \ \y Qamm t 4 t S.� RB b GUTTER TYPE ~ T EXIST, LP TOf�/ _ . .PROP. PAVEMENT I4/ : . BE,REfOVEO /4 !� � . ;EXIST.STp T° . . . 43 ,�'EXI57. - 144 145 ' OWVST. W Is ; JONCTION 00X fII$T; GURB b GUTTER TYPE F IMOD,) - WWWW _. __ — - - - .. _ ---•� - N 8'22=�' W — - - Y _ _L17NST,. CURB & TiUTTEII! $, PEf :• , \ N O'OT'5G — fy6 �a— _ _ ... _rTH. Lott . T ATEb'.:b _ E6Aro TRaNS/THONIts q� g R� SErrAmR - T�,WWAP% - - — — —EXIST. PAVEM:NT . . RT PGL CONST, CURB b GUTTER TYPE F (NOD,) 66TH AVE , ENO- rn WSrrak P_ CONST. 77 LF m, 18' ACP - PROP, PAVEMENT � . • - . -_ -CONST. CURB GUTTER TYPE_ F _r EXIST. E. ROAD, RIBLIKE .T ++ . . a:,!,M7 •x . . . 5_•��6EFLE EXIST, WM AROUND S 1'.t37.: , I . ' . . . _ . . .. . -1 ++1•: :, ALCONST GUARDRAIL WITH PIPE _ — — — — —' - — X/ST WY JOINTS AS SA!!R£0 5} _ RAIL b YISC. ASPHALT INDEX 400 ® �ixl Sr 1x - CIP ro BE REMOVED W11 LN �7VE'STOP$-7�,5`. DIY — "'� — �uToo^ — `� — — — - - —RECRADE BSUO BNa _ _ — MEOW .- - - - - - _ — . - - - - .- - - - - - —`- - EOR BENCH MARK BM Y1 STA, 112*39.6 86.63 RT LATERAL "Aa CANAL ® PAVEMENT E1 21.529 EAST IAIE SEC 6 T 33 S R 39 E FND IRC all B REMOVA L ' NEST'1RE SEC S T 33 S Rig E - ._ " - - - . _ - 2fi PI, 447 26 W.JOX . Ei:Y4 .. . PGL rLT b 1 so, ` OO 24 _ _ ^ 24 WWWWW 22 PI 44. _ ._ .. _ . .. r A 22 EL-23. 71 LF RCP 1 W TO MA $fWEI EX: IRC FO F S- 20 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ 20 _ _ _ _ WIAWWWWWI 1 — _' " TiTqFF IBi BT — _ _ _Woo _ _ _ _ oW ,,W4, momm ,mommo Ww 19.47 _ _ FL B2 - - 16 _ Gow Was r 16 WWWWWWWI 14 n % f N,72 " 14 140 141 14 142 143 144 145 146 w ' 8 N0. REVISION. BY, DATE , UFIELD 1 ' •40 ' 4 •- 't REVISED EALLOOT BF I1 -I6. 12 - D• PLAN AND PROFILE BEET. 61 •° Deportment of Public Works B• F • OF . 275 „ _ ARCADIS . x.o. 66 TH AVENUE PROJECT N0. A1053 U . $. IINC. - Engineering Division10-03-06 2081 VISTA PARKWAY, WEST PALM BEACH, FL 33411 15611 697 - 7000, FAX 15613 697-7751 BOOK N0. OHTH OF B,R, 60 TO NORTHOF 67TH 6T IRC_JOB_N0, Rai_U063 SWA0N7053PLPRROO6Ap 11AGM121:6055 PN FL = 12. VISTA PLANTATION ¢� I tq I ( • LT ft C2 LT PGL C3 I I I GOLF COURSE PI *800 6 8JT RIMPib6�07 2 w, GT i 0 to 40 1 i 5 � t � FG 43 20 Feet BW�BAAA Tt< , i - 1I ! PC J�•PI 78 PPC 15'07 388.51 ! ! I fl P7 154*38.5/ PT f5B+56.13 F -i CONST. 40 LF - IT CAP EXIST. CONC, WALL !;0115 I I I I 1 i 70 IM CONSTAWTI - - - TED DUINJJG CONSTRUCTION I I l i I i iECT T' Z ( sD TULLTX AR O EX15T, f2' i�P I. SaEEWAu ! I. CONST. CONC. COLLAR. INO£X 280 $Illi E%IST. . ENOWALL < 4 . . -+__ . . _ _ _ _ — _ _ — 7:%TSf VIRE"T6'_ _ TD BE REMDv¢D . I G . NE: A• . _: * 4 _ w00DSIDE TRILUUN LLC I:WVSTml I , � THICK CO/VC APRON S REMOVED j EXIST, E. ROAD AND < : ( ,:,'CURB .� ;� m,-_ � m � � � J COT RAMP CA I pl 0010111111 0141111 W, CANAL k M LINE T_ _. - ��EXJ ST CONC Od.lI1N 6 PANEL WALL TOWENAIN _ • •_ - ___ • _ '- � .. . ' - VVEMIM. 1 '-`�� -COiY5Y 6` -TIJ/CII LY1NC #ST W�-�`D I - • "`T 0AVE 00 [F 613AVIZ7• WALL '¢EXj.ST SIDEWALK O REMAIN - - . 43 LF JO' RTP IVINE TitCt(�Y/1B£RdMME mtaa�i �. �T` . . . . . _ . . _ : . . _ C - a '• _ . . . . � .if y' . . J X .ro 21.66 CONST.I132* L - 29' RCP . . Ex IST CHAIN LIW + R ! . '• ~ �($" # r:EENCE Y08EWIN 9,. . . . _ . . . . . . . .••r iAhftl E'Ntl ' tl ' ... � : . 4 e . . T . w� i ..e :.: _ .. .- , ' � CONST r CT1NST B CONE. 310EwAI7f �' t AOASr I 3 svM p T:0N5 CURB &1 GUTTER TY ® P16.. Li ' IiCP _ 1E)ST WP TO .40t, RE PROP. PAVEMENT — ? ..'-. ` .— .—. CrmIST tx1sT JwItrIDN SAY SME ,T 9� LF B' RCP _ _ r vs R . _ - T, CURB . d Ex1sr:. JWNCT :' - . A_ } AC' Lr PGL —y_ _ . . - -- —• CONST. 61z CURB d EXIST. GB' pm .3xW I ` TIER TYPE FE:1ST SIGNAL TER 157 y� BE JIM FgM� WTI 1p too o. — EXIsT s fig`' CONST. : 66TH AVE 156 rvon. - e r . + w ':tXAYST lbLOR I IED. & TYPE, NVIVIEVEIVE SEPARATOR . . . . :�ar»99 _ — — - - -- — — — — - STAYPEtl COJx allm - `CONST: CURB d MEEMEMEME — — — - GUTTER TYPE F I� . : + " . : . . RT AGL .. . . . - .. . (MOD.1 IMI •� A 1 . : _ { _ CONST. 92 If - ®' ACP 1 PROP. PAVEMENT ' . EXIST. PAVENE - CONST. Cl/AB d 4;. . '�"auI L ` H STA, JTB+$9.11 CONST. 26TH ST. -EVEIVIGUTTER TYPE F + . .: L '' g 3+ . = . �. '. CONST. p/RB d GUTTER TYPE F III Ap1 - : _ _s . . - . -_. EXIST . E . ROAD RiW LTNE _ _- VVIEV ME ,;: — Tee SON - Is - ' 1sT s10EWALX a HANDRAIL TO BE REwvED — 1z - CUP CONST, GUARDRAIL WITH PIPE — Woe TYPE 5 ` f - is ' L EXIST CONTROLLER CABINET 'EXLST. RAIL d MISC. ASPHALT INDEX 400 _ . wATERS �[' ,I A ovinw/L0 �IYS•T AN. �' „I EXIST ENDML TO REWIN REORWEEO OO BNOt BEACH MARK BM. 3 (-dry-� 70' WAtEN A"=�IKJ EXIST, JUNCTION OWES STA. !32+81.'167.50 LT nir'�'UT PAVEMENT SHEET 2/8 _ - LATERAD 'A' CANAL EL x•07' IGlo.ly REMOVAL laxSCY 6 T.A. s.lr-39 I FND IAC BM LT..'K' CUT IN HAY EAST. LINE SEC' 31 r X SIR 39 £ CONST. STEEL SKEET P/LIIXT I t EXIST. SIDEWALK TO BE REMOVED d REPLACED WEST ONE src 3: r 32 s R s E RETAINING WALL REFER TO STRUCTURAL PLANS. LATERAL 'A' CANAL A N 5 . * i ' EXIST. ENDWALL TO REMAIN V _ INN ED. EXIST, CANAL RN LINE (i BELLA VISTA 1 " . CANAL ant LINE ISLES LLC �¢ ` N J ^ Y FOXHOLE m fS Noel REVISION• BY. DATE. SCALE • 1 '•40 ' g •'- 2 ADDED NOTE OF 8415.12 APPROVED. HID. PLAN SHEET. 63 FEE; Depa�tm_ent . of Public {'Yorks B+Aw+• BOF , OF . 275 IV CHECKED. H, D, 66 TH AVENUE ARCADIS ME u . s. , INC. Engineering Division — DATE. 7-6 -06 PROJ ECT N0. A1053 2061 VISTA PARKWAY# WEST PALM BEACH. FL 33911 FIELD BOOK NO, SOUTH OF S,R. SO TO NORTH OF 67TH ST IRC_JOB_NO. 15611 697-7000. PAX ( 561 ) 6974751INS ..110631CAD'A1069PLANRDOBAIgn 1IM612012 t4r.11 PM EXlsr. Fe To REMAIN HALE FAMILY 899 UNITED PART, r. tune FlF ur Nraeur 1 C/0 INDIAN RIVER GROVES P ER-m - ` urF A�NALT r J CHR/STOPER R. :S$HUTT N10Ex ]W' W - ' i^ DRIVE cowc. T! PROP, r. ROAD R/r UME_ womq .72 ]Omow mom. LQYSr RAEIP - �� fE A RE 1 cas CONST. SO if RCR - tsi wom . - ` • 1A1dttXi INDEX 304` - EXIST, TRU TORE fCONST . 85LF RCP ls . gyp.V12,4,01 ORT SNHW 'TST1 . CONST. 8' sP6 Z==4xqz9;2q how � - 15" DOTTER TYPE F L [f ACP '0CONST. Cy� CONST p5 ,. . GUTTER ] EXIST. FENCE TO BE REWVEDw--Qwwwwmwwo 1O'O . PROP; PAVEMENT ' - CONST. IDS if - IB' RCPawwwwN . . mummeowwommmm, wmmo, _ Ommig - ( mmo : _9 T- 8 CORS &. _ GUTTER IY 0.1 TER TYPE E wao 1 . CONST. NRB & GUT PE F GAD ry 7T- . rY PE E 4N)D.1 207 CONST: 209 v; �\ NFrA2E ' .N w . � I 1 B°6uorF�p z ' AV n m .•.mss... veow who Imatmpoo Ul P. - – _ – – __ s . . � - — — —' —Dp i t \ R7 SGL • XISSTTo g. RRQA AFb�'•� — oo-,.. . - ma - _ EXIS -- — a... INE -,+ . . . - +.--. ._.:. & . f CONST CURB A GUTTER TYPE F IMOOJ 50' RCI> am # f�75N5T "SiF ALq - ;. _ TREATED _ —.. TREA E _ CONST & �s. . . STA. 505+Q1.05 CONST- 37TH ST T. PAVEMENT - PROP. PAVEMENT ' T NAN `" — — T�= . ' sT • - �-y - NNST. NItB & GUTTER TYPE F O - � ., 1 '� RT _ ' L mamma — — — — — EXIST E . Q .,: � . CONSTCORB RAMP CR-23 INDEX 304 •. . . . . - • • _•_ _ . • • CONST. GUARDRAIL WITH P%PE . . - • .) • •• • • • • • • •.• •iArer ,_ :. ROAD R /W 1< :CONST G CONGw, SIDEWALK— _ RAIL & YID ASPHALT INDEX 400 ._ Tae - - - - - - - - - _. _. r UWAC 0 TEASE REMOVAL Y 1 a .. LATERAL •A' CANAL _ r — Fiit SET M2 Ia 6V4 26 EAst 0YE SEC 31 T JE SR 38, E _. . . _ . - A5:00 . _ . � ac' -0.SBx 24 $- . . 24 01 41.00 - . . . .00 - EL24.15 EL: H ACP 42 . T . 22 tl5 1F - 2 �o.w F ,E 0 n. 2 __ _ _.. / � . .. ...- F ` ` 54 - 413' RCP f2.N/ S 176 FL O• - gT" � . f . _ 20 20 . kn _ / — — — — __ . _ --=- - — — 4.0 — - - - _ � _ z=— — - - - - - - - - - - - — - - - - - - - - - - - - - - 1F ACP _ -- _— - - - - - - - - - — — _ _ i _ FLIs Joa .80 _ FL 0 va moar REP fL .75 F 17 . 51 / ASO I1 1 xW 16 16 F6, 1 . PROP. Bo WY FL .79 FL 6.8� N ROP. lec 14 14 205 206 207 208 209 210 211 $ ' m AID. ' REVISION, BY . DATE . SCALE . 1 • •40 ' — - " _— — - - 2 ADDED NOTE BF 1 -i6-12 APPROVED. PLAN AND PROFILE SHEET. 7, 1 s fle�rtment of Public Works DRARN' B• F • 99 DF. - 2'S ARCADIS u . S. , INC. - � /79 CHECKED. H. D. 66 TH AVENUE E ineeri %Y%S%On oAlE. 10003-06PROJECT N0. A1057 2081 VISTA PARKWAY, WEST PALM BEACH, FL 33411 - FIELD BOOK NO, OUTH OF S.R. SO TO NORTH OF 57TH ST IRC-JOB.NO. 15611 697 -7000. FAX ( 561 ) 697 -7751 _H0531CAONIORIPIPRRO17AW Iln8 IZ 19238 PM : : PROP. BRIDGE (SEE ( STRUCTURAL PLANS) ' . CONST. CURVED BARRIER WALL I m (SEE STRUCTURAL . PLANS) 491, 5AWCUT 6 MAYFN 'EX/ST. SIDEWALK I- - 'CONST. 6' CONC. SIDEWALK t �a I- leso CON'Z*IST£5 NDEX .273 FL Ki.36 ,, EXT57: N-. RDAO RVW L . . - _ .— —._ , PROP. B08 ` EX Y . SIDEWIRELtAiN " ir- r all .— — —. _ -_. — W •_ — _ ._._ — — _._. ._. —. — ._ _. _ —:— . . .� PROP. TOB J or NST CU �1 £R PWE f - - TK RE LVAY--1 - — _ 1- — jai-i'�,— IVF �' RcP ( AGL S. - IIn I C915T. GOARDRAUL TO HE REMOVE° CONST. CURB & GUTTER ' F s _ . - - _ EXI T CURB B TER TO BE - - : S . GUT REMDv� EXIST. GUARDRAIL - :. - AORTR Lw SEC 32 7 3E 5 R 39 E EXIST. S. ROAD ANO b BARRIER WALL N. CANAL R /U LINE — .: . IA1AL-PLANSl__ ._ - - - - - - - - - - - - - � INV w FL SUB-LATERAL A 5 CANAL 141" Di — _ � . .. .. .. . . .. . . .. . .. .__.. . _ _ _ . _ _. ._....._�._w,....�___�..-.._ .-� __ �e�� .� _ ..� . ..... SPIN ACE , 'WR NIhIG REIK�VAAL 26 T ._ WATERS 26 24 _ m 0 ... PROPOSE PGL A f CdVS . 24 PI — � � 22 EXIST. PRWILE AT T, 22 _ P/ 41. - RCp EL P2.T f lamcmaP 20 20 To 173 LF — IB' RCP F A-wel. 18 EX 15 ' RCF FL IB.36 T. TO REMAIN - ACP ww 16 16 FL L),IG l m - FL 1 . 25 14 14 506 507 508 509 510 511 '• 7 N0. REVISION) BY. DATE. SCALE . 1 '•AO ' NEE g PLAN AND PROFILE 06 ^e' /. r,4'L APPROVED. S T. OepQrtment Qr PUtIt�C WOS DRAIN* B. F . OF . 2 275 `HEGKE°' "' °' 66 TH AVENUE ARCADIS u . s. , INC. Engineering 0%V%SIOn DATE. 10-03-06 PROJ ECT N0, A1053 2081 VISTA PARKWAY. WEST PALM BEACH. FL 33411 15611 697 -7000. FAX ( 5611 697 - 7751 FIELD BOOK No. 87TH STREET IRC_JOB_NO. uttOGTGA0M10$3PLPRRDS7STO54pn 1IM81Y0121UMM8AM UNITS OF CONSTIWTblJ u L o _ " EXIST . N. ROAD RYW LINE _ CONST. CURB & GUTTER WE. F . . - .- . -- --- `-�- . .. IST SI �X ' TO REMAIN EX GENAL - , EXIST SIDENALKO-R`MA�1�N \ TOB T _R 21 . 70 PROP. BOB {7}j— Fjy � Ixvts'.ssli �PBaP TOB HYDRANT FIRE _ a _ _ .... ... . _ — . —.. — _ .. .. : PROP EDGE OFYPAVEMENT TOBEA7ED 513 i INVlot,m n 3 RELw - - — _ — Bas?ao E — 37TH STREET p "TcavSF CUr7B & MIOOsi :G_ - � _ �. vI I . GETTER TYPE F ,� P� v.pj i - . ate � .r. r 'e -.....-.� .... _ - . . ..W" GUTTER TYPE F CURB ' B GUTTER TO BE REMOVED EXIST . CURB B GUTTER TO BE REMOVED't[� f SOOTY IAYE ' T JI . A � £ T - dt. GUARDRAIL TO REMAIN LATERAL A-5 CANAL EX. EMAIIAII SUB - Y. � I tEOW f77 ' - . ( fr- D . — — 1 � �� REMAIN. .�j IS 40 14,26 2 .�� 143s .. 72 2MINCP EN�INALT AANCE - - Toe EL. ENDWALL TO REMAIN - ._.__ � I I OR ' 9. 55 ' UOffS OF/ . . TRUCTION �\ `` - �] - WIDENING PAVEMENT ! 17J�: REMOVAL 26 . Pr 40. 26 & EL 24.33 >+ - O FOL AT CONST' w..m ... . . -0:37 24 ^- - - - Eit . PROFI ' AT � . ST. 22 22 X . 19 "x. 0 ' ERCP 0 REMAI 20. 40 FL 06t — — — 20 20 CP _ _ Ft—EXI EWIN LIZ 18 _ EX T2 ' RC B ENON EX _ NM TO REMAINI6 50 FL 1 r FL 10 . 26 Fl 14 . 35 e — _ "� 14 ' 14 I — 511 512 513 514 515 516 I a NOVPEVCSION. BY .' DATE. . . .. .. .. .. .. . . . . _.. .. _ ._ . . . . . . r SCALE . --:o 2 ADDED CALLOUT BF 1 .16-I2 APPPOVEO. PLAN AND PROFILE SHEET. 97 DeMrtmenl of Public Works DRAWN• B- F - OF . 275 CHECK * Hquo ARCADIS u. s. , INC. - Engineering DiVislon DATE .EDIO-03-06 66 TH AVENUE PROJECT NO. A1053 2081 VISTA PARXWAY• WEST PALM BEACH. FL 33411 FIELD BOOK N0. 87TH STREET - 8 15611 697 -7000. FAX ( 561 ) 697 -7751 : IRC_JOB.NO. .AtOs 1CAD1A1o&3HPM0373706AIp 111160121'20,MPM l STRAIGHT CONC. CONCRETE ENOWALL INDEX 250 - . 0 25 50 PAVEMENT EL = 6.70ro EL = 19.90 �_ 3,VP `' cro102 LT Feet D � ft N.iO IWE D Em SAND-CEYEHT RIP RAP BAGS - .9 . �r 95 :. -. CONST. TYPE B FENCE VINYL CLADNN ' U•20 E Z-1a84 HIGH GREEN VINYL CLAD INDEX 802 PROP, RAT ONE r9s.5<r , . INLET SUMP DETAIL SOT . 8420 _ ._ 22.83 01 .. -. WX EXIST: vt 7Tpp (<tEY:. -7YrTH FE 578 (TYP.I MAINTENANCE AREA r, - GRAV111.1R MATERIAL TO A - t•. 'S0•R (TYP.1 - _. - MIN• PERMEABILITY RATE OF /DAY $ 35rt nYP.I PROPOSED DETENTION AREA NO. 8 o r B WATER CONTROL EL 16. 50' B' PERFORATED PVC !ASTM F-7581 PRO P. q - A-t$ BOTTOM EL B.00' WITH SOCK FILTER FABRIC FL 550 ' ffip l7YP 1 RM' - ...� ._._...,.... . ^ _ . ... — — . , s t, " 22 CR iTY2 i— Lm CLEANOV A7 PVC FL 550 T fT'P.1 INDEX ReV�h . I. .,. , � n y f-,- 5BEND f7YR.1 . t1 B _ 495 -5'.R (n?.] 4faWr TEE ITTP.1 BFT TEE: gtX - � . . a XJOr . ..SZ1 4Z 4:1 r" 34 YE N 2P +iN6:7 :A 6� s $ ~ ` Id4 � - - CONST. C THICK (XN/C.Im PAVEMENT - + CONST. 202 IF - 30' RCP ' 80 PERFORATED PVC !ASTM F-7587 . . . . WITH SOCMK FILTER FABRti FL 5.50Lyr FL 6.70 w Vi CONST. 55 IF 242ew RCP . FEACEL >L CONST. 20' GATE INDEX 20' DRIVEWAY TYPE B STABUZATXIN 0 THICK YIN, LSR 40 (SEED 6 MULCH) Z7Z _ _ - - _ 65TH AVE. 299 - 290 29/ 292 293 AVON CONST . 20 LF - 30" CAa g } WITH CONC. COLLAR INDEX 28lI i� tsr, E _ .� FL 13.00 RIP RAP RABBLENEWSOM 2 5' ' u NO. REVISION. I 8Y@j DATE . I SCALE• 1 '.50 ' 2 REVISED CALLOAIT BF 1 -LM- 12 APPROVED, N. D. DETENTION AREA N0 , 8 SNEER 155 Deportment of Public Works . DRAWN• B• F • DP • 275 ARCADIS u .s. , INC. - Engineering Division QATEt 11 -28=06 ENUE PROJECT NO, A1053 66 TH AV - 2081 VISTA PARKWAY* WEST PALMI BEM97s7 L 33411 FIELD e0a ND. SOUTH B.R. 80 TO NORTH OF 57TH ST. IRC_JOB_NO. i COkMNENC9 OF AWWRACT PLAN SET ROADWAY PLANS SIGNING B PAVEMENT MARKING PLANS o SIGNALIZATION PLANS INDIAN RIVER COUNTY BRIDGE PLANS .O UTILITY PLANS BOARD OF COUNTY COMMISSIONERS PAY IZo TEUH Bn, x� PRICE INDEX OF SHEETS . . ... L Furnish A WW - VP' Faf6R IWA E rurrVse IthlsMa:O' -FMC Val f Mm TF- . " O) SHEET No% DESCRIPTION J FurNah 4 hotad. 6-. F - A'P WoMI`:IMIA. u . . O :C . . !. FurNAx"8`7nstaa - PVC'Wafer 7f71A ' .. ...- . . JOBJ 'lF \ 5 F"rA _ ! kola! ` PVC Rase Water Mex) ,050 IF N UT-01 COVER SHEET O] Q 'I`� .�^ - B FVfAish 8 haSfal. L?• F VIP Water $we 05 . IF C UT-02 UTILITY GENERAL N07E5 \ ^ -� 7 FumTsh 8 holM TOMMY Boeler TdN ' . ' PoMf il EA C / N #.,�.� 8 Foraw 8 ham * Gafs Ibhe With Var. 'Bo+ 8 r - - ! EA - �) UT-OJ TO UT •05 UTILITY DETAILS '. '�� ' 9 FurliiM 8� hofM B Gats Yelre with Vays Bas 6 Cover - _ 8 EAIC UT -06 TO UT-22 UTILITY PLANS B PROFILES �. : A. Furnish W Nsfep ff Gala YaNs With Vara Bos & C*or - M EA : `V x Furnish f /estaB 12' 1. Valve- With Yoe Bos 6 Qxer 7 EA. } - @ FurNM B hDtas P" Alf+'gdswq Valve . . -. '£A- LT Furnish & Notal P AuNMk Air Release Valve 7 ' EA Q N Furnish & AsW 2• Bfer-0rr - - I :EA. . . - _... ... 6:. FurNM 6 ho1M ? + 7B• Yaer 9u _. ♦ #A . b Furnish & AOMD B• Y B' Wel T Ass r_ S' - t . EA O' FurniM B knie0 @' A Ir WetTop `r% ; . :6VSB. - 1 EA 1 . AJ Furnish -6 [role# Fire _ rant Ass 7 EA n . '. . B. Rdwafe E+Isl1 Fire rauf Asa P EA 20 Fumfah 6 Notal Aerie CAW Crasakp hwkdhV. PreslressedYberete / I EA- -Baiter Piles. Concrete Pile Coy Siowrls 21LowVROW Resl;mtka ffqMII A BMT; Sad) .. - - _ 21 . Furnish & bmW Ir Lhw Maps .. ' . . .. B EA. 66 th AVENUE e SOUTH OF STATE ROAD 6-0 TO NQRTfl OF 49TH STREET PIhOJE� T t P AV 0545A - - STA. 115 +88: 03 TO STA. 129 +001 . SCAM. N. T.:. 8 PROJECT' C A NO 0545.8 - STA. 1� Aws¢D9 +00 TO STA . 219 +40 M z PROJECT C. P. . Moo 05460 STA, 2+45+90 TO STA. 303 + 00 D"M6 FN NHBCXm FM DATE a]-ae 06♦ Y rtYFPeMe .. � Y ` T^r W O z x $ ENGINEER 'S CERTIFICATION W WO Er` I HEREBY CERTIFY THAT THE ATTACHED PLANS AND DESIGN ARE 0. IN SUBSTANTIAL COMPLIANCE WITH THE DESIGN STANDARDS AND r CRITERIA IN EFFECT ON THIS DATE FOR INOI AN RIVER COUNTY ^ ENGINEERING DEPARTMENT AND THE STATE OF FLORIDA lFj g DEPARTMENT OF TRANSPORTATION. s $ DATEs PROFESSIONAL ENGINEER 50.99 a61D Ur•el MCADIS U.S., INC. - UT-22 0 20e1 VISTA PARKWAY. HEST PALM BEACH. FLORIDA ]Sell — HENRY N. OEIBEL . JR. . P. E . A1053 n 15611 697-7000. FAX NS61 ) 697 -7751 Inc )OW N0. m XX . I I 11 • 1 - I 11 lrrwM7MQZ7llrrWAM. no + I 41dr = 1111 cooFF 0=1 III �o o1 14 . 1 P . © _© ' . . . . . . � I, 17 . .. 1 . 111 rL LA CORE _ . . IN.. _ . . . . . r7 p 0® - Q "car.-S,T'%ra . • _ _ _ _ _ - - != Ll � AUAAIBI PE SMNN/L1ILYCLE t 1 =8' IL BULUT AMC Hvff& Muff UAT. WDU NU 821 SHELF 32' F SWE 8400? FaaT, ADEY An 42O BARS W ® 8' O4a � C :sfE PRECAST SLABr i TYPICAL SWIPROPOSED UNUIY LAE ASPINLT BY O (2) 14 DEN/(2) 15 �7M#A" so E M 2-H504 (TYP) (2) 14 8485 W/ HOCK Aro 80 MIN. EPDXY La/em (M) SECTION AT BARRIER ri'NNEAR END BENT #2 SK-1 SeWe: 3/4"et'-0" It It ---- -y-�f2��-y-------� 1 1 A ALUIM M PMES/R14N/tbCYL'L£ 1 =6' 5=0` i i i i !. BULLET RARING earRIER UT7LN1 '•_,_,. F.D.O.T. mm An 821 SIIElf S' 7•? ----- y 32" F 9WE e4MIER / F.D.O. T. fiM N0. 420 LTW DOWEL 84RS 3VI " B 8' QC., SEE PRECAST SUB PLANS MR TfPM SPACAG PROAOSWO RaD HWY LOCA M r UDLIIY LAE ASPHALT BY Ones P 84Z BERT N 9 1 rx MANMUM 8' E]lBED - (n'P) I k ' 2-N504 (IYP) u so MA EFIDXY 8W (W) . SECTION AT BARRIER NEAR END BENT #1 mom K-1 Scale: 3L4">=1'-0" N BWIe: AS NOTED SEAL BNEET _ VEPoFY SGLLE NO.1 REVISION DATE BY FMo.IECT: 1 Proposed Concrete Bridge for: R ' oeoorlmeM of PU461/0 WonfrsSIR 6 pipe Cradle Detail Typical All Bridges B.C.R. . DRAWINM INCHEnglneering DJI�Is/on o.+. o3/te/o9 over Lateral "A " Canal am etcoara _ tDn PROJECT No. AS SCALES AS M ' t Mld Beall Na "dam Indian River County , Florida 05-619F