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Home My WebLink AboutR-2020-046 City Authorizing to Approve and Execute Change Order No. 1, 3, and 4 in the Amount of $65,056.09 to Sagaris Corp. for the Purchase of Additional Construction Svcs & to Meet Field Condition RESOLUTION NO. 2020-046 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, AUTHORIZING THE PROPER CITY OFFICIALS TO APPROVE AND EXECUTE CHANGE ORDER NOS. 1, 3, AND 4 IN THE TOTAL AMOUNT OF SIXTY FIVE THOUSAND FIFTY SIX DOLLARS AND NINE CENTS ($65,056.09) TO SAGARIS CORP. FOR THE PURCHASE OF ADDITIONAL CONSTRUCTION SERVICES AND TO MEET FIELD CONDITIONS FOR THE MULTIMODAL ENHANCEMENTS PROJECT RELATED TO THE CITY INVITATION TO BID ("ITB") NO. 19-004; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, on July 30, 2019 the City Commission approved Resolution No. 2019-083, authorizing City officials to enter into an Agreement with Sagaris Corporation, in the amount of $459,199.40, through comparative contracting, to construct the Multimodal Enhancement Project; and WHEREAS, the Florida Department of Transportation funded Three Hundred Forty Four Thousand Three Hundred Seventy Nine Dollars ($344,379.00) for this project through the Local Agency Program project no. 438282-1-58-01; and WHEREAS, plan alterations to accommodate recent development and Broward County Traffic Engineering's requirement of additional safety enhancements in the form of flashing pedestrian beacons, striping, and materials are reflected in Change Order No. 1 in the amount of Fifty Nine Thousand Four Hundred Fifty Nine Dollars and Sixty-Nine Cents ($59,459.69); and WHEREAS, the Florida Department of Transportation ("FDOT") requires quality control asphalt testing that was not included in the Agreement resulting in Change Order No. 3 in the amount of Three Thousand Five Hundred Dollars ($3,500.00); and WHEREAS, a temporary roadway marking was required for safety reasons and was not included in the Agreement which necessitated Change Order No. 4 in the amount of Two Thousand Ninety Six Dollars and Forty Cents ($2,096.40); NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the foregoing findings are made a part of and incorporated into this Resolution by this reference. Section 2. That funding for Change Order Nos. 1, 3 and 4, will be provided from Account No. 301-39-58-541-63-10, Oasis XIV, in the Capital Improvement Fund in the amount of Sixty Five Thousand Fifty Six Dollars and Nine Cents ($65,056.09). Section 3. That project Change Order Nos. 1, 3 and 4, copies of which are attached as Exhibits "A", "B", and "C", respectively, are made a part of and incorporated into this Resolution by this reference, are approved. Section 4. That the City Manager and City Attorney are authorized to make minor revisions to such Change Order Nos. 1, 3 and 4 that are deemed necessary and proper for the best interests of the City. Section 5. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. Section 6. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on May 26, 2020. ATTEST: THOMAS SCHNIEDER, CMC O LFIVELLEN CITY CLERK MAYOR fie[ISH y APPROVED A TO ORM AND CORRECTNESS: J THOMA J. ANS O CITY ATTORNEY 2 RESOLUTION#2020-046 Exhibit A CONTRACT MODIFICATION (CHANGE ORDER) City of Dania Beach 100 W.Dania Beach Boulevard Dania Beach,Florida 33004 Project Name: Dania Beach Citywide Pedestrian Safety Project(CRA Multimodal Improvements) Contract No.#: G1490 Project Number: ITB#19-004 Date: 2/28/2020 FM Number: 438282-1-58-01 Owner: City of Dania Beach Change Oder No.#: 01 Contractor: Sagaris Corp. The following modifications to the CONTRACT are hereby ordered due to Broward County Traffic Engineering Division revisions: Item No.01 Flashing Solar Powered LED Sign with Push Button(F&I) Installation of 8 additional solar powered button activate flashing LED sign at the uncontrolled pedestrian crossing locations identified on the plans.For safety,the Installation of pedestrian warning signs at an uncontrolled crossing should accommodate both points of the crossing.There are several locations that Include a button activated sign,however,the opposite corner of the intersection did not considered include the same button activated sign.Attachement 01 indicates the red marks from BCTED with the additional lights as well as the communications on the matter. Item No.02 Type F Curb and Gutter Pay Item not included in Bid Form documents. Item No.03 Detectable Warnings Additional Detectable Warnings.Due to additional concrete sidewalk area was necessary inclussion detectable warnings tiles. Item No.04 6 in Concrete Sidewalk(Safety) Additional Concrete Sidewalk was necessary due to ADA Compliance and Safety in several parts of the project. Item No.05 Performance Turf-Sod Additional Sod work resulting from the addition and realigment of new concrete sidewalk from the revised plans. Item No.06 Milling Existing Asphalt Pavement 314 in Depth Additional work due to re-orientation and re-configurations of crosswalks and sidewalks respectively. Item No.07 Milling Existing Asphalt Pavement 1.5 in Depth Additional work due to re-orientation and re-configurations of crosswalks and sidewalks respectively. Item No.08 Superpave Asphaltic Concrete,Traffic A,SP-9.5(2 lifts @ 1.5"per lift) Additional work due to re-orientation and re-configurations of crosswalks and sidewalks respectively. Item No.09 Superpave Asphaltic Concrete,Traffic A,SP-9.5(1 lifts @ 3/4"per lift) Additional work due to re-orientation and re-configurations of crosswalks and sidewalks respectively. Item No.10 Thermoplastic,Standard,White,Solid 12in(Crosswalks) Additional work due to re-orientation and re-configurations of crosswalks and sidewalks respectively. Item No.11 Thermoplastic,Standard,White,Solid 241n(Stop Bars) Additional work due to re-orientation and re-configurations of crosswalks and sidewalks respectively. Item No.12 Thermoplastic,Standard,White,Message or Symbol Additional work due to re-orientation and re-configurations of crosswalks and sidewalks respectively. Item No.13 Single Post Sign,Relocate Additional work due to re-orientation and re-configurations of crosswalks and sidewalks respectively. Pagel Change Order No. 01 involves the following additions/deductions to the Original Contract: Add/Delete Item Description Quantity Unit Unit Price Amount Days Flashing Solar Powered LED Sign with 1 Push Button 8 EA $ 3,800.00 $ 30,400.00 0 2 Type F Curb 9 LF $ 45.00 $ 405.00 0 3 Detectable ADA Tile 12 SF $ 30.00 $ 360.00 0 4 6 in Concrete Sidewalk 56 SY $ 75.00 $ 4,200.00 0 5 Performance Turf-Sod 13.77 SY $ 7.00 $ 96.39 0 6 Milling Ext Asphalt 3/4 in 249.22 SY $ 5.00 $ 1,246,10 0 7 Milling Ext Asphalt 1.5 in 83.67 SY $ 8.00 $ 669.36 0 Superpave Asphaltic Concrete Traffic A SP 8 9.5 1.5in per lift 3.33 TN $ 195.00 $ 649.35 0 Superpave Asphaltic Concrete Traffic ASP- 9 9.5 3/4in per lift 10.4 TN $ 195.00 $ 2,028.00 0 10 Thermoplastic Standard White Solid 12in 24 LF $ 3.00 $ 72.00 0 11 Thermoplastic Standard White Solid 24in 22 LF $ 6.50 $ 143.00 0 Thermoplastic Standard White Message 12 or Symbol 23 EA $ 450.00 $ 10,350.00 0 13 Single Post Sign,Relocate 8 EA $ 250.00 $ 2,000.00 0 14 Mobilization(7%) 1 EA $ 3,683.34 $ 3,683.34 0 15 Maintenance of Traffic(6%) 1 LS $ 3,157.15 $ 3,157.15 1 0 Total $ 59,459.69 Change order No. 01 results in a net change to the Contract in the amount of $ 59,459.69 Contract Amount Contract Time(Calendar Days) Original $ 459,199.40 Original Contract Time 210 Previous Changes(+/-) $ - Previous Change(+/-) 0 This Change Order(+/-) $ 59,459.69 This Change Order(+/-) 0 Revised Contract Amount $ 518,659.09 Revised Contract Time 210 Original Contract Completion Date 5/24/2020 Revised Contract Completion Date NA OWNER CONTRACTOR ENGINEER City of Dania Beach Sagaris Corp. R.J.Behar&Company,Inc. 1201 Stirling Road 1847 N University Dr. 6861 SW 196th Avenue,Suite 302 Dania Beach,FL 33004 Coral Springs,FL 33071 Pembroke Pines,FL 33332 By: By: By: . --7// zl� Colin Donnelly Steven Fouladi Nesto antan E Project Manager Sr.Project Manager Sr. roject nginer 2,0 Date: Date: Date: 2 i Page2 Contractor Request for Change Order # 1 Sagaris Corp. GHNI:RALCONTRACTOR CGC1520899 �� (� 1847 N University I)r. tJAGARI� Coral Springs, 88-3071 Phone:(954)G88.3407 Fax:(954)G88-3407 Email:office @siigiriscorpxom Corp REQUEST FOR CHANGE ORDER #1 TO: Mr.Nestor Santana,P.E. DATE: February 21,2020 R.J.Behar&Company,Inc. OWNER: City ofDanta Beach 6861 SW 196th Avenue,Suite 302 PROJECT: Citywide Pedestrian Safety-Dania Beach Pembroke Pines,FL 33332 PROJECT I#FIN43828Z-1-58-01 SCOPE:I Project Plan Revisions Description Per revised project plans,F&I Additional: Flashing Solar Crosswalk Signs,Milling&Paving,Construct F Curb, ADA Detectable Warning,Sodding,Thermoplastic Striping,Sign Relocation Total Amount Proposed for Change Order $ 59,459.70 Note:Except as qualified herein all changes to work to be performed under the same terms and conditions as the base contract WEAGREE to modify the original contract by the following CHANGE ORDER amount: $ 59,4S9.70 Additional days to complete this work TBD Signature: Date: Authorized Sagaris Corp. Representative ACCEPTED: The above prices and specifications of this Request for Change Order are satisfactory and are hereby accepted. Sagaris Corp,will perform above stated work under the same terms and conditions as specified in original contract unless otherwise noted. Additional work is to be paid for under the same terms and conditions of the existing contract. Signature: Date: Authorized Owner Representative 19-004-RFCO 1-Plan Revisions 1 of 3 RFCO Cover Sagaris Corp. G HN ERAL CONTRACTOR WC1520899 1847 N University Dr. 071 SAGARIS ( ) Cor.Fax:(ngj11334() Phone: 954 688.34U7 1�1s: 954 G88-3407 Corp Email:(>ffice@,,sagariswrp.com REQUEST FOR CHANGE ORDER #1 COST ESTIMATE FOR INCREASE,DECREASE OR ALTERATION IN THE WORK Item Description of Item QTY Quantity Unit Price Bid Price RFCO No.1-001 Flashing Solar Powered LED Sign with push button(F&1) Per revised plans dated 11/22/2019,Furnish all materials,labor and equipment to install additional Flashing Solar Powered LED sign with push button for crosswalks. EA 8 $ 3,800.00 $ 30,400.00 RFCO No.1-002 Type F Curb Per revised plans,Furnish all materials,labor and equipment to construct Type F Curb LF 9.00 $ 45.00 $ 405.00 RFCO No.1-003 Detectable ADA Tile Furnish all materials,labor and equipment to install Detectable ADA Tile. SF 12 $ 30.00 $ 360.00 RFCO No.1-004 6"Concrete Sidewalk(Safety) Furnish all materials,labor and equipment to construct 6"Concrete Sidewalk. Overun in result of tie-in to meet ADA Compliance SY 56 $ 75.00 $ 4,200.00 RFCO No.1-005 Performance Turf-Sod Furnish all labor,equipment and material to install sod(Contract Line Item) SY 13.77 $ 7.00 $ 96.39 RFCO No.1-006 Milling_Existinst Asp Pavt,3/4"Ave Depth Furnish all materials,labor and equipment to mill existing asphalt pavement at a average of 3/4" depth SY 249.22 $ 5.00 $ 1,246.10 RFCO No.1-007 Milling Existingt Asp Pavt,1-1/2"AvgD epth Furnish all materials,labor and equipment to mill existing asphalt pavement at a average of 1-1/2" SY 83.67 $ 8.00 $ 669.36 depth RFCO No.1-008 Superpave Asphaltic Concrete,Traffic A,5P-9.5 (2 lifts @ 1.5"per lift) Furnish all materials,labor and equipment for oavinl?SP.95 TN 3,33 $ 195.00 $ 649.35 19-004-RFCO 1-Plan Revisions 2 of 3 Breakdown RFCO No.1-009 Superpave Asphaltic Concrete,Traffic A,SP-9.5 (1 lift @ 3/4"per lift) Furnish all materials,labor and equipment for TN 10.4 $ 195.00 $ 2,028.00 paving SP.95 RFCO No.1-010 Thermoplastic.Standard,White,Solid,12" (Crosswalks) Furnish all materials,labor and equipment for placement of thermoplastic road marking LF 24 $ 3.QQ 72.OQ RFCO No.1-011 Thermoplastic,Standard,White,Solid,24"(Stop Bars Furnish all materials,labor and equipment for placement of thermoplastic road marking LF 22 $ 6.50 $ 143.00 RFCO No.1-012 Thermoplastic,Standard,White,Message or Symbol Furnish all materials,labor and equipment for placement of thermoplastic road marking EA 23 $ 450,00 $ 10,350.00 RFCO No.1-013 Single Post Sign,Relocate Furnish all materials,labor and equipment to relocate single post sign EA 8 $ 250.00 $ 2,000.00 RFCO No.1-014 Mobilization(7%) EA 1 $ 3,683,34 $ 3,683.34 RFCO No.1-015 Maintenance of Traffic f6%i LS 1 $ 3,157.15 $ 3,157.15 Grand Total $ 59,459.70 19-004-RFCO 1 -Plan Revisions 3 of 3 Breakdown Engineer Estimate Analysis CHANGE ORDER#01 Broward County Traffic Engineering Plan Revision ENGINEER'S ESTIMATE/ENTITLEMENT ANALYSIS Financial Project No.: 43B282-1-58-01 Project Number: ITB#19-004 County: Broward Description: City of Dania Beach Issue: Additional Costs associated with modifications to the plans and Broward County Traffic Engineering Division revisions. Description: The City provided Revised Plan Drawings dated October 25,2019,which added additional project scope including additional Flashing Solar Powered LED Sign w/Push Button,Type F Curb and Gutter,Detectable Warnings,Concrete Sidewalk for Safety Purposes,sod,Asphalt Pavement,Thermoplastic Striping and some Post Signs relocation. Engineer's Estimate No. Item Description Quantity Unit Unit Cost Total 1 Flashing Solar Powered LED Sign with Push Button 8 EA $3,800.00 $30,400.00 2 Type F Curb 9 LF $35.00 $315.00 3 Detectable ADA Tile 12 SF $30.00 $360.00 4 6 in Concrete Sidewalk 56 Sy $75.00 $4,200.00 5 Performance Turf-Sod 13.77 EA $7.00 $96.39 6 Milling Ext Asphalt 314In 249.22 Sy $5.00 $1,246.10 7 Milling Ext Asphalt 1.5 in 83.67 Sy $8.00 $669.36 8 Superpave Asphaltic Concrete Traffic A SP-9.5-1.5 in per lift 3.33 TN $195.00 $649.35 9 Superpave Asphaltic Concrete Traffic A SP-9.5-3/4 in per lift 10.4 TN $195.00 $2,028.00 10 Thermoplastic Standard White Solid 12 in 24 LF $3.00 $72.00 11 Thermoplastic Standard White Solid 24 in 22 LF $6.50 $143.00 12 Thermo plasticStandard White Message or Symbol 23 EA $450.00 $10,350.00 13 Single Post Sign,Relocate 8 EA $250.00 $2,000.00 14 Mobilization(7%) 1 EA $3,683.34 $3,683.34 15 Maintenance of Traffic(6%) 1 EA $3,157.15 $3,157.15 TOTAL 1 $59,369.69 Total Amount of Engineer's Estimate = $ 59,369.69 Contractor's Estimated Price = $ 59,459.69 Basis of Estimate The above engineer's estimate was prepared using the schedule of value breakdown from existing Lump Sum(LS)contract unit rates,FDOT Item Average Unit Costs for the period between 01/08/2019 through 01/31/2020,and quotes provided by the contractor.Additionally,we compared unit costs for the same items from previous CEI contracts less than a year old. The cost estimate is reasonalbe and is in the best interest of the City of Dania Beach. Engineer's Entitlement R.J.Behar has reviewed this Contract Change.The Designer of Record has provided Revised Plans detailing these changes.The Contractor is entitled to recover 100%of the cost impacts as submitted. F J? Nestor5antan ,P ate R.J.Behar&ConVfiny,Inc Senior Project Engineer Flashing Solar Powered LED Sign with Push Button Nestor Santana From: Freddie Vargas <FVargas@CPC-Eng.com> Sent: Wednesday, February 26,2020 3:54 PM To: Nestor Santana Subject: FW:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Attachments: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations BCTED 171208061 and 190506061-Part 2-08-12-19.pdf FTI.This related to the solar signs. Freddie Vargas, P.E. Senior Traffic/Transportation Manager C;2z CARNAI-A PRDCTQR . From:Cai, Lei [mailto:LCAI@broward.org] Sent:Tuesday,August 13,2019 9:31 AM To: 'engineering@daniabeachfl.gov'<engineering@daniabeachfl.gov> Cc:Caratozzolo,Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>; Freddie Vargas <FVargas@CPC-Eng.com>;Gross,Sharon<SG ROSS@ browa rd.org> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Dear Mr. Keyser, This is Part 2. If the Broward County Traffic Engineering Division may be of further assistance, please do not hesitate to contact us. Regards, Lei �A��j� BR'6. Y!'�0RD#? Lei Cai, P. E., PTOE Broward County Traffic Engineering Division 2300 W.Commercial Blvd, Fort Lauderdale, FL 33309 Tel.954-847-2653 Fax 954-847-2700 Icai@broward.org www.broward.org From:Cai, Lei Sent:Tuesday,August 13,2019 9:30 AM To: 'engineering@daniabeachfl.gov'<engineering@daniabeachfl.pov> Cc:Caratozzolo,Carmelo<CCARATOZZOLO@broward.org>; 'DTintner@cpc-eng.com'<DTintner@cpc-eng.com>; 1 'FVargas@CPC-Eng.com'<FVarS as@CPC-En .com>; Gross, Sharon <SGROSS@broward.org> Subject: RE: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Dear Mr. Keyser, The Broward County Traffic Engineering Division (BCTED) provided the following general comments: (1) The plans reference the installation of solar powered button activate flashing LED sign at the uncontrolled pedestrian crossing locations. The installation pedestrian warning signs at an uncontrolled crossing should accommodate both points of the crossing, especially if the sign is button activated. There are several locations that include a button activated sign, however,the opposite corner of the intersection does not include the same button activated sign.The following are locations that appearto be missing a button activated sign on the opposite corner: • Sheet C 3.1—NW 2 Street and NW 8 Avenue ➢ The westbound pedestrian crossing sign assembly is missing for the crosswalk on the west leg (crossing from the NW corner to the SW corner). ➢ The eastbound pedestrian crossing sign assembly is missing for the crosswalk on the east leg (crossing from the SE corner to the NE corner). • Sheet C 3.1—NW 2 Street and NW 7 Avenue ➢ The northbound pedestrian crossing sign assembly is missing for the crosswalk on the north leg. ➢ The southbound pedestrian crossing sign assembly is missing for the crosswalk on the south leg. • Sheet C 3.2—NW 2 Street and NW 6 Avenue ➢ The westbound pedestrian crossing sign assembly is missing for the crosswalk on the west leg. ➢ The eastbound pedestrian crossing sign assembly is missing for the crosswalk on the east leg. • Sheet C 3.3—NW 2 Street and NW 5 Avenue ➢ The northbound pedestrian crossing sign assembly is missing for the crosswalk on the north leg. ➢ The southbound pedestrian crossing sign assembly is missing for the crosswalk on the south leg. • Sheet C 1.2- Dania Beach Boulevard and NW 7 Avenue: ➢ There are new mid-block crossing, new southbound yield line marking, new southbound Yield Here to Peds (111-5) sign. Per the FDOT Traffic Engineering Manual, an engineering study should be performed before a marked crosswalk is installed at a location away from a traffic control signal or an approach controlled by a STOP or YIELD sign. Has a study been completed justifying the mid-block crossing? • Sheet C 2.2—Roundabout at the intersection of NW 2 Street and NW 12 Avenue ➢ There are no yield line pavement markings on the plan. ➢ In roundabout design, the crosswalk should be minimum of 20 feet from the yield lines, which allows enough space for the queuing of a vehicle.The northbound crosswalk is required to be a minimum of 20 feet from the roundabout yield lines. Please show the distance between the northbound yield line and crosswalk. (2) Proposed ped sign located on the SW corner of the intersection of NW 2 Street and NW 8 Avenue is located behind a utility pole,which is not ADA accessible for pedestrians crossing from the SW corner. (3) Please ensure that all button activated signs are ADA accessible. 2 (4) Yellow/Yellow RPMs along the solid double yellow center line markings are shown 40 feet on-center. However, the label was revised to 20 feet on-center on all sheets. Please see additional comments in the attached file.Since the file is too big to be send in one e-mail. I separated it into two.This is Part 1,and Part 2 will be sent in another e-mail. If BCTED may be of further assistance, please do not hesitate to contact us. Regards, Lei Bk WARD Lei Cai, P. E., PTOE Broward County Traffic Engineering Division 2300 W. Commercial Blvd, Fort Lauderdale, FL 33309 Tel. 954-847-2653 Fax 954-847-2700 Icai@broward.org www.broward.org From: engineering<engineering@daniabeachfl.gov> Sent:Wednesday,August 7, 2019 4:03 PM To: Gross,Sharon<SGROSS@broward.org>; Caratozzolo, Carmelo<CCARATOZZOLO@broward.org> Cc: 'Dan Tintner'<DTintner@cpc-eng.com>; 'Freddie Vargas'<FVargas@CPC-Eng.com> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined External Email: Do not reply,click links,or open attachments unless you recognize the sender's email address as legitimate and know the content is safe. Carmelo?????? Curt A. Keyser, P.E. Consultant Engineer I City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH phone: 954-924-6800 x3615 I Fax: 954-923-1109 SfRlf L1VC A.tGtE rt. Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From: Gross,Sharon [mailto:SGROSS@broward.org] Sent: Monday,July 22,2019 5:38 PM To:Caratozzolo, Carmelo<CCARATOZZOLO@broward.org> Cc: 'Dan Tintner'<DTintner@cpc-eng.com>; 'Freddie Vargas'<FVargas CPC-Eng.com>; engineering <engineering@daniabeat hfl.gov> Subject: FW:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined 3 Good afternoon Carmelo: Please let Mr. Keyser know when your review will be completed. Thank you and have a good day. Sharon Gross Broward County Traffic Engineering Division 2300 West Commercial Blvd Fort Lauderdale Florida 33309 Hours: 7 am to 3 pm, Monday to Friday Tel: 954-847-2641 Fax: 954-847-2700 E-Mail: sgross(a-),broward.org From:engineering<engineering daniabeachfl.gov> Sent: Monday,July 22,2019 9:38 AM To: Gross,Sharon<SGROSS@broward.org> Cc: 'Dan Tintner'<DTintner cpc-eng com>; 'Freddie Vargas'<FVargas@CPC-Eng.com> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined External Email: Do not reply,click links,or open attachments unless you recognize the sender's email address as legitimate and know the content is safe. Sharon, How are you making out with this review? The submittal was made on May 6,and you indicted your review would be complete by May 31. Please advise. Thank you, Curt A. Keyser, P.E. Acting City Engineer ( City of Dania Beach engineering daniabeachfl.gov ( daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH Phone: 954-924-6800 x3615 I Fax: 954-923-1109 %Alf,uvc n rare it. Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From: Gross,Sharon [mailto:SGROSS@broward.org] Sent:Tuesday, May 21,20191:04 PM To:engineering<engineering@daniabeachfl.gov> Cc: 'Dan Tintner'<DTintner@cpc-eng.com>; 'Freddie Vargas'<FVargas@CPC-Eng com> 4 Subject: RE: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Good afternoon Mr. Keyser: The review should be completed by May 31, 2019. Have a good day. Sharon Gross Broward County Traffic Engineering Division 2300 West Commercial Blvd Fort Lauderdale Florida 33309 Hours: 7 am to 3 pm, Monday to Friday Tel: 954-847-2641 Fax: 954-847-2700 E-Mail: sgross(Dbroward.org From:engineering<engineering@daniabeachfl.gov> Sent: Monday, May 20, 2019 5:55 PM To:Gross,Sharon<SGROSS@broward.org> Cc: 'Dan Tintner'<DTintner@cpc-eng.com>; 'Freddie Vargas'<FVargas@CPC-Eng.com Subject:RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Importance: High External Email: Do not reply,click links,or open attachments unless you recognize the sender's email address as legitimate and know the content is safe. Sharon, The attached was submitted on May 6. Do you think you'll have a chance to review it this week? Please advise. Thank you, Curt A. Keyser, P.E. Acting City Engineer l City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH phone: 954-924-6800 x3615 I Fax: 954-923-1109 sra it..uK IT toil II. Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From:engineering Sent: Monday, May 6, 2019 4:21 PM To: 'Freddie Vargas'<FVargas@CPC-Eng.com>;Gross,Sharon<SGROSS@broward.org> 5 Cc: Dan Tintner<DTintner@cpc-eng.com> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Sharon, Pursuant to your email of 4/26 and our conversation on Friday 5/3, please find attached the requested letter and the revised plans for your review and consideration. As a reminder,this project has previously been reviewed and approved by your department. The modifications are largely"cosmetic" although they will greatly enhance the uniformity and operations of the project. We have not added or deleted any crosswalks or traffic control devices, or anything else,for that matter. We have simply re-oriented some crosswalks and re-configured a couple of sidewalks. Please feel free to contact either me or Freddie Vargas, our consulting engineer with Carnahan, Proctor, and Cross, should you have any questions. Thank you, 11 Curt A. Keyser, P.E. Acting City Engineer ( City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH phone: 954-924-6800 x3615 I Fax: 954-923-1109 WA Ir M n.LfYig It. Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From: Freddie Vargas [mailto:FVargas@CPC-Eng.com] Sent: Friday,April 26,2019 2:04 PM To: Gross,Sharon<SGROSS@broward.org> Cc:engineering<engineering@daniabeachfl.gov> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined Thank you Sharon. I will get it from the City. I am copying the acting City Engineer to get you that letter. Thanks again Sharon. Freddie Vargas, P.E. Senior Traffic/Transportation Manager CAd�.rw :1;:c4ow CAPAYAH w PPAOCTIOR&CMIMM From:Gross,Sharon [mailto:SGROSS(broward.org] Sent: Friday,April 26, 2019 12:23 PM To: Freddie Vargas<FVargas@CPC-Eng.com> 6 Subject: RE: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Good afternoon Mr. Vargas: The plan submittal must be accompanied by a letter from the City Engineer approving the plan and acknowledging that the City of Dania Beach will be responsible for reviewing and approving the traffic control devices, shown on the plan, that will not be maintained by Broward County. The letter should also acknowledge that the City shall be responsible for inspecting and accepting these traffic control devices for maintenance by the City of Dania Beach. Have a good day. Sharon Gross Broward County Traffic Engineering Division 2300 West Commercial Blvd Fort Lauderdale Florida 33309 Hours: 7 am to 3 pm, Monday to Friday Tel: 954-847-2641 Fax: 954-847-2700 E-Mail: sgrossa-broward.orq From: Freddie Vargas<FVargas@CPC-Eng.com> Sent: Monday,April 22, 2019 4:17 PM To: Gross, Sharon<SGROSS@broward.org> Subject:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. External Email: Do not reply,click links,or open attachments unless you recognize the sender's email address as legitimate and know the content is safe. Good afternoon Sharon: CPC completed a series of revisions of the plans previously approved by BCTE Division. Attached is the latest revisions for your review and or approval. Should you have any questions please contact me at your convenience. Thanks Freddie Vargas, P.E. Senior Traffic/Transportation Manager PC 814 S. Military Trail Deerfield Beach, FL 33442 Offices I Deerfield Beach I Orlando C: 954-655-7740 1 0:954.972.3959 x 131 FVargas@CPC-Eng.com I cpc-eng.com 7 Please consider the environment before printing this e-mail or attachments This communication and any attachments to this are confidential and intended only for the recipient(s).Any other use,dissemination,copying,or disclosure of this communication is strictly prohibited.if you have received this communication in error,please notify us and destroy it Immediately.Carnahan Proctor Cross,Inc.is not responsible for any undetectable alteration,virus,transmission error,conversion,media degradation,software error,or interference with this transmission or attachments to this transmission. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. a STA:84+24.91 BCTED#171208061 50 LF OF 6"DOUBLE I OFf:3,1T.A 84+25.12 YELLOW THERMOPLASTIC ,:,` I I OFF:26,44'L LEGEND WITH Y/Y RPM$D ZO'O.C. r. I I STA:86.41'L 6 ® ENHANCED CROSSWALKS PROP,MILLING& OFF-26.41'L I STA:84+26.74 H RESURFACING ^' 1 + OFF:24.09'L RAISED INTERSECTION € 10 LF OF 24"SOLID PROP. DETECTABLE WARNING MILLING&RESURFACING WHITE THERMOPLASTIC )I ' SURFACE(TYP.) ` I RELOCATED STOP SIGN STA:84+40.37 SIDEWALK IMPROVEMENTS z a I OFF:31.67'L =00000ee°000 DETECTABLE WARNING SURFACE y EX. PAVEMENT SOD REPLACEMENT MARKINGS ,y. I TO BE REMOVED ---- RIGHT-OF-WAY y 3 20 0 20 STA;84+00.99 "` +''- �r OFF:23.401 STA:84+41.7 A NOTES: 3 STA:83+96.47 :3 ,0 11. ELEVATIONS SHOWN HEREON ARE REFERENCED TO HAND'88. 53I ? C SIDEWALK 11 SCALE IN FEET OFF:25. . 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL U U) STA:83+94.05 -+ ATCH EXIST. SIDEWALK BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR W y OFF:21.19'L -•'� - (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS,ETC.) �Z > CONC.5 P 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(%)AND 0. • `b �EX "ST SIGN RESURFACE(�")PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. }- F 5 CONIC. S/W OCATED ♦"9� STA:... 4+48. 4. BRDWARD COUNTYS RENEW OR APPROVAL OF THIS SHEET IS LIMITED TO r W 4• a 'LACE ONE(1) R19' OFF,2A.52'L STOP BARS AND CENTERUNE MARKINGS. _U p 6' W Z PROP.C'ENHANCED R" * FLAG Of S/ +' CROS`$WALK (TYP.) ,�` w + 0.88 STA:84+46.48 ENHANCED CROSSWALK: U a E.O.P, (T1P.,R+ OFF;19.13'L~"V OFF:19.•O'L OFF:25.84'L 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL DO Q� Z 12"SOLID WHITE P P. 6'ENHANCED 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER THERMOPLASTIC 84+0 CR SSWALK (TYP. a' COURSE BORDER. Z�O n. (TYP•) .r .,, ' �_F- _ --•F----� - 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. Q I-O t: 83+0 _ _+__ -•- --�'_ ��' 12"5 LID WHITE p w M (7 --- STA:83+66.32 THER�oI ASTC(TYP.) DETECTABLE WARNING SURFACE 1d Z STA:83+29.10 �ti'` 1. "LIQUID"DETECTABLE WARNING OR APPROVED EQUAL -J OFF:23.93'R R30' OFF:23.62'R STA:83+82.89 0, STA:83+23.46 A .p FF NW 2ND ST Z' 2 COLOR SHALL BE STANDARD YELLOW, up UJ OFF;22.56'R + �,s(1) . ADDONAL NOTES- in Z 1. CONTRACTOR SHALL COORDINATE WITH FDOT REGARDING OFF:23.89'R + NORIH/SOUTH RUNSU Z REPLACE ON fi 4' CONC. S W. EASTEOF THIS PROJECTµD 4436544.1 WHICH RUN U51, G OF S/Vh4' S7A:8 +55.17 » ( U W ..>'" •F '' _ 0 - 8.91' f--A�--A� EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS o"v .> 0 -�1 2. CONTRACTOR IS REWIRED TO MANTAIN ACCESS TO ALL ---- �y4S^• - EX. "STOP" SIGN 0 BE RELOCATED RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL " E PROP.DETECTA 13 LF OF 24' LID PROVIDE MOT PLANS TO FDOT k ENGINEER OF RECORD. 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WI1-0 - HI '" STRIAN SIGN W/ SOLAR POWERED LED ' W16-9p AHEAD" SIN SIGN W/W16a7PL •v u .+'4- ASPHALT- v- v- - -onv-yN-y�v- , MATCH EXIST. ZlAT0I+ . ^� FF.15.O J"CONC. $iDEW A 4 CONC. S/W �----�-- NDTFs. BCTED#17120806 I. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. LEGEND 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL ® ENHANCED CROSSWALKS BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS,ETC.) RAISED INTERSECTION S S 3, ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(-')AND 5 RESURFACE 0'')PRIOR 70 INSTALLATION OF PATTERNED PAVEMENT, MILLING&RESURFACING g R 4. THIS SHEET IF NOT INCLUDED IN BROWARD COUNTY'S REVIEW OR APPROVAL OF THIS PROJECT. SIDEWALK IMPROVEMENTS rzpd ENHANCED CROSSWALK:: DETECTABLE WARNING SURFACE 1. PATTERNED ALL BE PAVEMENT OR APPROVED EQUAL SOD REPLACEMENT 20 0 20 "5" 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER COURSE BORDER. 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. ---- RIGHT-OF-WAY „ p DETECTABLE WARNING SURFACE: � SCALE IN FEET t 0 1. 'UOIRD"DETECTABLE WARNING OR APPROVED EQUAL I 9 2. COLOR SHALL BE STANDARD YELLOW. ADDITIONAL NOTES - �i � U (0 1. CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING w tN PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON UST, EX. PEDESTRIAN O Z EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS CROSSING SIGN ^*' �' EX, DETECTABLE a w S EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS TO BE REMOVED tI WARNING SURFACE (TYP,) W PROJECT) PROP. W71-02 FLASHING 10'CONC, 10'CONIC. I 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL SOLAR POWERED LED 5/W ,S/W TO REMAIN O O RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL "sT S LL Z SIGN W W16-07PL - PROP, POWER FLASHING Ua a I PROVIDE MDT PLANS TO FOOT 8 ENGINEER OF RECORD. / SOLAR POWERED LED W m SIGN W/W16-07PL m Z- Z 1,h EX. DETECTABLE Q Lc Q 12"SOLID MIT Q m WARNING SURFACE (TYP.) Z H O_ THERMOPLASTIC (TIP,) 2 EX. "N T TO REMAIN w Ut o^~ 5' CONC, S + /W ,.� S EX. YIELD SIGN �'M^ OUTLET LU Z ' 5 I EX. PEDESTRIAN w,� z TO REMAIN > ," SIGN CROSSING SIGN O' 12"SOLID WHITE ,�. 1 _ 3 TO �i TO BE REMOVED w W OPL-ASi1 EX. DETECTABLE - Z REMAIN o¢ Z (TYP.) Y WARNING SURFACE(TYF,) K PROP.DETECTABLE 41 E.O.P. (TYP,} WARNING SURFACE(TYP.) PROP. 6' ENHANCED �TO REMAIN 0 n" AT ' X. W EN 5' CONC. S/W ,9 Z 'REPLACE ONE (1) 86,+0 CROSSWALK(TYP.) __ \\\111Ill - 51n _r P ,E. U W FLAG OF S/W - 5' ,---w Tb REM 10' CO C. '�-- STA:86+17.22 ulv.-m�v w+v-a� v °"v-m",%. a' v"' S/W � NW 2ND ST OFF:17.79'R y,.10 C C. `' �� ----•"'F •r" REPLACE ONE(1) .a frO.P. TYP.) ,� EX. PAVEMENT' 9. ? STA:85+72,42 FLAG OF S W '• S/t .v ^'� R ( RKINGS'(TYP.) OFF.,17.90'R ,' OFF:19.87'R +`� UNOA80UT NW 2ND S}T TO REMAIN' TO,REELD SIGN o + 2.37 31" , SIGN -PROP. W11-OR FLASHING i v - OFF:24,87'R TOR Sow,POWEEDLED y $, _,�` Bb+O-. .. STA:86+23.16 '�` .P 2' 4'CON C. S/W ;��.' •5 CONC. 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STA:99+18.37 I r .�d FLA OF S/W a OFF: 50'L 5'CON S,(YI -•;?, S FF:27.61'L STA: 9+49.82 3 STA: + STA:97 61.87 REPLAC ONE(14 r ;, OFF:24 t OFF: 9.33L g OFF:26.7 } `•'STA;97+65.57 -. FLA 6 S/W ^'? R STA: 9+50.87 REPLACE ONE 1 _ STA:99+0.56 () N STA:97+11.9 31' „ OFF: 9J 5'L FLAG OF So UAF41-- FF:16.8.'. OFF:29. .L $"DOFF:27.89' 1 -' EX. P•LES STA:99+60.9STA:97+17.61 .-_ STA:99+05 4 . y + •yOFF:19.74'L OR25' PROP, WIt-02 Q'w 2 2'CURB OFF:22.74'L ', .9 . :24.5 L R25' 'y GUTTER 12' SOLID WHITE TA:99+07.93 ,,ti GSD SIGN >wOFF:12.3WLl STA:9 +43.67 I- P S , pF 28.,:7 '� CONC. S/W W _ w>O O (Typ _d F _ ,?'" STA:9 95.57 STA:99+15.08 •~ U y a Z NW 2ND ST OFF: 3.79'L STA: 9+55.98 OFF:14.92'L 2 Z STA:97+13.53 STA:97+65.75 OFF:22.61'L E.O.P. (TYP.} OFF:19.70'L OFF:18.20'L 12" S ID WHITE STA:99+13.12 m 2' VALLEY GUTTER 1••:'' THER LASTIC OFF: 481 VALLEY GUTTER (TYP.) g OFF;;20.5TL STA:99+a .Bt <w a PROP. EDGE OF 99+ 100+0 Z F,p 0_ S PAVEILIENT - (T •)- RD OFF:20.3 L____ Q t7 PROP. W11 02 FLASHIN --F-- w O PROP. DETECTABLE 9^ ° AVEMENT PROP.6' NHANCED NW 2ND ST p Z ®` SOLAR OWERED LED O F= WARNING SURFACE •" .p -- SICK /W16-07PL REPLACE 9LF OF CROSSWA (TYP.) w ZE Mp,) "TA:97+58.59 EX. "END SCHOOL TYPE"F"Cog STA:9 +51.00 LU g LU OFF:17.91'L IGN k GUTTER Z •S PROP. 'ENHANCED /W a" ,v' •+• 5'CO C. S Z '� A9 (�• PROP TECTABLE" '' LACE THREE(3) 6 OF S/W U W F 14 UD WA IN SURFACE d'•'• -STA:99+- "9 8'CONIC. S W WHITE THERMOI? "�R25' STA:99+51.18 a / "0 E lvi •} OFF:22.13'R -`pFF•20.33'R a"M �r">e STA:99+32.74 (ZEpCACE..EX..•A�PN�LLW/•CONC: TOa a ° SIDEWALK S/W TOP. EDGE OF PAVEMENT NOTES: POWERED LED PROP. WIt-02 FLASHING SOLAR SIGN W/WI �� t9 i. ELEVATIONS SHOWN HEREON ARE REFERENCED 70 NAVD'B& ' ; PROP 6'ENHANCED ■ �2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL A 64 a BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR STA:101+74.20 EX. WOODEN POLE TO REMAIN (THESE INCLUDE PAVEMENT MARKINGS,SOEWALK,UTIUTIES,SIGNS,ETC.) OFF:20.24'L r T r _ 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(%-)AND f^g+ IL eP s4' n STA:102+02.85 RESURFACE(9i")PRIOR TO WSTALLAl1ON OF PATTERNED PAVEMENT. REPLACE THREE(3) FLAGS OF S/W ^�` + OFF:19.991 F 4. BROWARD COUNTY'S RENEW OR APPROVAL OF THIS SHEET IS LIMITED TO 12 LF OF 24" 3 EX. STOP" SIGN STOP BARS AND CENTERLINE MARKINGS 54 LF OF 6"DOUBLE z TO REMAIN 1 a THERMJOPLAASS71CC YELLOW THERMOPLASTIC mm o, •4''. -•plpEv m-wv-a�-amr ENHANCED CROSSWALK: WITH Y/Y RPMS O�Q' ,Iy FLAG,(9F S/W u I. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL pry oN it STA:1 2+07.60 5' CONC, S/W Z PATTERN SHALL BE DIACONAL HERRINGBONE VAT14 SOLDIER 0 - COURSE BORDER 5' CONC.S/W ` 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE DELECTABLE WARNING SURFACE: /2'SOLID WHITE THERMOPLASTIC 1. "UQUIO"DETECTABLE WARNING OR APPROVED EQUAL 2. COLOR SHALL BE STANDARD YELLOW, (Tfp•),, 1 _ ADDITIONAL NOTES 1 0 MILLING 8 1, CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING --� RESURFACING PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON USI, STA;RESURFACING EAST OF THIS PROJECT)AND 436544.1(WHICH RUNS OFF. R �-\•EAST/WEST ALONG GRIFFIN ROAD.GIST NORTH OF THIS V PROJECT). ,. +^ 2- CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL FLAG OF S/W� S'CONC. S/W " n RESIDE PROPERTIES AT ALL TIMES.CONTRACTOR STALL 5'CONC.S/W . PROP. DETECTABLE C 3.1 PROVIDES MO MOT PLANS 70 FOOT h ENGINEER OF RECORD. "$CH MARKING REPLACE ONE(1) WARNING SURFACE(TIP.) (REFER TO FOOT FLAG OF S/W �' 03' r STA:101+88.79 INDEX NO. 17344) STA:101+60.80 OFF:19.94'R EX. `STOP"SIGN PROP.Wll-02 FLASHING SOLAR TO REMAIN OFF:20.03'R POWERED LED SIGN W/W16-07PL KKWOf4M"Mu.aw BCTED#171208061 1 STA:106+91,57 `STA:107+20.32 5 c 1 1 OFF:20.94'L ;. ,Y , OFF:19,99'l 9 i r PROP. WII-02 FLASHING SOLAR POWERED T REPLACE ONE(1) %S PROP. MILLING & ' LED SIGN W/W16-07PL .�* RESURFACNG STA:106+66.73 1 ti "" . X. "STOPFLAG OF S N '"x I r OFF•20.9 'L TO REMAIN : U 50 LF OF 6" DOUBLE r I REPLACE TWO(2)FLAGS bF SlIV A T-107+24.43 YELLOW THERMOPLASTIC STA:104+63.57 STA:106+81.43 $ OFF:24,93'L OFF:19.61'l fA:10 +iB.2 2 2 y W7TH Y/Y RPMS®20' O.C. R," a• OFF-' EX. " T REMAIN EX.,WOODEN PO OFF;19`24' ,y"L:' .a TA, 07+2493,^. =_ i vp _ STA!104+33.96 REPLACEFLAGS TWO S/W (2) - ` -�N STA:106+8h30 `� 5 i r"?r '�`'-3 w P 5' CGfiG. S/W " .F•" 3 OFF:19:80'l REPLACE ONE W PROP. '-- FLAG FLASHING " O.P. x' 12' SOLID Writ TO EMAIN 2 FLAG OF S SOLAR POWERED LED E%. PAVEMENT EX. PAVEMENT �' /. SIGN W/Wi6-07PL MARKINGS(TYP,) (TlP,) THERMOPLASTI X. WOODEN P F- „fir_ .ts TO REMAIN �TYP� ARKINGS(T)W.) U 9 CY _ u) 1 7+0 f O REM IN .+ w N #- Q 5•CONC. S/PJ --- 'F- PROP. MILLING & 6 L OF 6"DOUBLE X Z W S7a:104+u2,60--'- ` STA:t04+fi8.76 6 LF OF 6 DOUBL RESURFACING & a LU OFF:14,87'L 12'SOLID WHITE OFF:15.04'L E.O,P. (TYP.) LLOW THERM PLASTIC STA:t07+14.86 14 LF Of 24 $OLIO �w PROP. 6'ENHANCED THERMOPLASTIC NW OFF:a4.91'R WHITE THERMOFI w> 0 PROP. DETECTABLE ' U U,a Z CROSSWALK (TYP,) MD.) 105+0 w,^• 0 p-_e __ --WARNING SURFACE ___- SOLID. 5' CONC. 5'%v. ' i¢Z Z 57A;104+16.72 WHITE THE „ RdP,6 ENH CEI� °' m'4 g NW 2ND ST REPLACE TWO (2) ----' :�6+73,70 STA:10 +09.40 CROSSWALK{ ) `(�`( d OFF:15.13'R STA:104+54.05 FLAGS OF S PROP. W11-02 /1"J OFF:15,02'R OFF:'20.05'R o FLASHING SOLAR OFFS,?4.99'R VALLEY GUTTER (T1P. PROP. DETECTABLE 7 • 07 1 .7 Q ro O Or POWER +� _ a--._ WARNING SURFACE(TYP.) STA:106+76.16 a' OFF: p Z W�Wl6_G7 +... I OFF;22.12'R VALLEY GUTTER(TYP.) LU 5'CONIC. S/W •'`' " ,_ 5' CONC.S/W EX. STOOP'' 'SIGN STA;107+08.40 REPLACE TWO(2) FLAGS OF S/W D- W EX. BUS m -- STA:106+72.28N .5T' OFF:24.93'R STA:107+12,39 LU m W �� (• OFF:25,54'R z A:104+49.87 �+ - QFF;21.35'R f STOP SIGN ="0 r OFF:19.64'R ` REPLACE ONE(i)FLAG OF S/ + �' w PROP. W11-02 FLASHING SOLAR � (D TO REMAIN 1 POWERED LED SIGN W W16-07PL "' Z REPLACE TWO (2) EX. "STOP" SIGN U W FLAGS OF S/W 2 - TO REMAIN G 5 STA:104+18.61 11 LF OF 24"SOLID OFF:23.95'R ' WHITE THERMOPLASTIC ' 50 LF OF 6"DOUBLE YELLOW THERMOPLASTIC " 1 r WITH Y/Y RPMS®}Q' O.C. _ PROP. MILLING RESURFACING ' I PROP.DETECTABLE WARNING SURFACE(TYP,) I rr � REPLACE 01tg(1 FLAG OF S 1{,+ 20 0 20 m it r r r + Q o^ I OFF:20.71'L S^ 109+51,98 = I �'' D :r9.85'L I SCALE IN FEET STA:109+42, X. CONC. PO ES �,' 3 ' LEGEND 1 OFF:14 4 0 ENHANCED CROSSWALKS _ Z _ ' P,6'EMHA 5' CONC. 5 1 a: OSSWALK RAISED INTERSECTION ENHANCED CROSSWALK: MA KENOS TYP.) ^� TA:109+46,8t ' MILLING&RESURFACING W X I. PATTERNED TEXTURED PAVEMENT OR APPROVED EWLD 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER TO REMAIN FF;14.0TL COU TENTATIVELY CLAY SUBJECT TO CHANGE RSE BORDER. NW 2N0 ST ROP, LUNG & r .�..,'•..''^� SIDEWALK IMPROVEMENTS 4 109+0 % _ RE 3. COLOR: RFACI _ ,,"","• oep DETECTABLE WARNING SURFACE DETECTABLE WARNING SURFACE; - -- `" 1 " SOLID W^ ' s 1. "um 0o"oETEcrABLE WARNING OR APPROVED EQUAL ® 6 LF OF "DOUBL ERMOPLAS C , ." 500 REPLACEMENT 2. COLOR SHALL BE STANDARD YELLOW. YELLOW THE MOPLASTI 1 D ( ') / ---- RIGHT-OF-WAY ADDITIONAL NOTES WHITE THE OPLASIIC 'STA; 09.40.37 � I .+ 1. CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING OFF: 4. 9'R 2 NOTES: PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON USI• OFF:14,92' +• •r STA; 09+43.4 f6 i. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'68, EAST OF THIS PROJECT)AND 436544.1(WHICH RUNS E.O.P. (TYP.) 5' " OFF; .05Y2 rl/ 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL C 3.2 "c EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS ------ - -"'-- 4 BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR PROJECT). EX. BE SIGN^ EPLACE ONE(1) 1 (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS,ETC.) 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS T ALL TO REMAIN IQ ^ (;p v 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED % AND RESIDENTIAL PROPERTIES O ALL TIMES,CONTRACTOR SHALL aT09+38:03 IJ RESURFACE IN)PRIOR TO INSTALLABON OF PATTERNED PAVEMENT. PROVIDE MOT PLANS TO FD07 8 ENGINEER OF RECORD. VALLEY CUTTER (TYP.)e F:20.00'R 1 2 4. BROWARD COUNTYS RENEW OR APPROVAL OF'THIS SHEET IS UNITED TO - STOP BARS AND CENTERUNE MARKINGS. GENERAL NOTES- DOUGLAS AT 954 357 9375,ACDOUGHLASOGROWARD.ORG) PROJECT BCTED#171208061 6.WHEN WORKING IN AND AROUND EXISTING DRAINAGE CANALS OR 1) UNLESS OTHERWISE NOTED IN THE TECHNICAL SPECIFICATIONS, 18)ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER,SPECIFICALLY, LAKES,APPROPRIATE SLT BARRIERS SHALL BE INSTALLED. INSTALLATION, ACCEPTANCE, AND PAYMENT FOR ALL ITEMS REQUIRED IN THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH THESE PLANS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF ADMINISTRATION (OSHA) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL B.ON-SITE THE FOLLOWING; MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) DACES(MUTCD)SHALL BE STRICTLY OBSERVED. 1,ALL ORGANIC AND OTHER UNSUITABLE MATERIAL WITHIN THREE FEET 2009. FOOT STANDARD SPECIFICATIONS FOR ROAD AND BPoOGE OF AREAS TO BE PAVED SHALL 8E REMOVED.MATERIAL 7 CONSTRUCTION (STANDARD SPECIFICATIONS), FLORIDA GREENBOOK 2013, TEMPORARY FAGUTLES 2.OF AREAS BABE P SHALL BE MINIMUM LBR 40 MATERIAL ¢ FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS (STANDARD INDEXES) COMPACTED A 98S OF THE MAXIMUM DENSITY R DETERMINED BY @ 2017, BROWARD COUNTY MINIMUM STANDARDS, BROWARD COUNTY TRAFFIC TEMPORARY UnLITIES ENGINEERING DIVISION STANDARDS AND SPECIFICATIONS, AND ANY OR ALL 1.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR AASHTO T-180 FOR THREE (3) FEET BEYOND THE PERIMETER OF BROWARD COUNTY TRAFFIC ENGINEERING REOUIREMENTS THAT MEET OR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND THE PAVING' y EXCEED THOSE FOUND IN THE ABOVE REFERENCED DOCUMENTS ELECTRICITY TO HIS EMPLOYEE AND SUBCONTRACTORS FOR THEIR PAVING 3 USE OURING CONSTRUCTION, D 2) EXISTING DAMAGED STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL 2,OBTAIN CONSTRUCTION METER FOR ALL WATER USED ON JOB. ALL REMAIN UNLESS OTHERWISE NOTED. WATER USED FOR CLEANING, TESTING, ETC. WILL BE PAID FOR BY A.GENERAL THE CONTRACTOR.IF WATER CAN NOT BE METERED THEN IT WILL BE 1.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO THE 3 3)SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME CALCULATED. CONSTRUCTION OF UMEROCK BASE AND PRIOR TO PLACEMENT Of DRAINAGE STRUCTURES EXTEND INTO STABILIZED PORTION OF THE ROAD THE PAVEMENT 9 BED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION TEMPORARY TRAFFIC CONTROL PLANS(TTCP) 2.ALL EXISTING PAVEMENT CUT OR DAMAGED BY CONSTRUCTION SHALL OPERATIONS AT THESE LOCATIONS. BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. F- f4 4)THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON 1.THE CONTRACTOR WILL BE REQUIRED TO SUBMIT TTCP FOR ALL 3.WHERE PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING W Z UNITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED PHASES OF THE PROJECT. FOOT STANDARD INDEX 601 TO 608 CAN PAVEMENT,THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT. O APPROXIMATE ONLY, THE VERIFIED LOCATIONS 4.ALL STREET CORNER PAVEMENT RADII WALL BE 25 FEET UNLESS 0 Z /N THESE P APPLY ONLY AT BE USED AND MODIFIED ACCORDING TO THE PROJECT NEEDS IN OTHERWISE NOTED ON THE PLANS HZM ~THE POINTS SHOWN. IN7ERPOLAnONS BETWEEN THESE POINTS HAVE NOT ACCORDANCE TO THE LATEST VERSION OF THE MANUAL OF UNIFORM a Q F'- BEEN VERIFIED. TRAFFIC CONTROL DEVICES (MUTCD). THE CITY OF DANIA LAP 5.UPON COMPLETION OF DRAINAGE IMPROVEMENTS AND UMEROCK }}2 U Z ENGINEER OR HIS/HER DESIGNEE MUST APPROVE THE TTCP BEFORE BASE CONSTRUCTION (AND BEFORE PLACING ASPHALT PAVEMENT) F-W E W 5)EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. CONSTRUCTION BEGINS THE CONTRACTOR SHALL FURNISH THE ENGINEER OF RECORD AND QW C 2 MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHT-OF-WAY SHALL THE IMPROVEMENTS, SHOWI CITY DANIA NG THE CH I LOCATIONS AND PLANS THEFPERnNENT LQ)p}a W uj uj 6) ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO ALSO BE IN ACCORDANCE WITH THE MUTCO AND BCTEO. GRADES E ALL DRAINAGE INSTALLATIONS AND D FINISHED ROCK W 0. a. BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING 3.ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR GRADES OF THE ROAD CROWN AND EDGE OF PAVEMENT IS 50 FEET m DO DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR WALKWAYS SHALL BE MARKED AND BARRICADED TO ASSURE THE INTERVALS THESE 'AS-BUIL15' SHALL BE APPROVED BY THE CITY SHOULD NOTIFY THE CITY OF DANIA BEACH,WITHOUT DELAY,BY TELEPHONE SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. z p'G W W 4.NO TRENCHES OR HOLES NEAR WALKWAYS OR IN ROADWAYS OR PRIOR TO THE PLACEMENT OF ASPHALT. Y- 7) AI EXISTING DRIVEWAYS WITHIN THE LIMITS OF THIS PROJECT ARE TO THEIR SHOULDERS AE TO BE LEFT OPEN DURING NIGHTTIME HOURS 12 W 0 Q. REMAIN AT TITRE SAME LOCATION AND WIDTH, UNLESS OTHERWISE SHOWN IN WITHOUT EXPRESS PERMISSION OF THE CITY OF DANIA BEACH. e.MATERIALS11 THE PLANS. 1.BASE COURSE SHALL BE CRUSHED UMEROCK MIAMI OOLNE WITH A W J Z V MINIMUM OF 70% CARBONATES OF CALCIUM AND MAGNESIUM (60% IL:3 8) EXISTING LIGHTING SYSTEM WITHIN THE PROJECT LIMITS SHALL REMAIN, INSPECTIONS FOR LOCAL STREETS AHD PARKING AREAS) AND A MINIMUM C UNLESS OTHERWISE NOTED IN THE UCFHTINC PLANS. LIMEROCK BEARING RATIO 100. 9)ALL UTILITY VALVE THE CONTRACTOR SHALL NOTIFY THE CITY OF DANIA BEACH ENGINEERING 2.PRIME COAT AND TACK COAT SHALL MEET F.D.O.T.STANDARDS W BOXES, ETC. ARE UTOO BE S ADJUSTED BBYETHEACONTRACTOR TND HOLES, O MATCH THE C CONTROLDIVISION AND THE ENGINEER OF RECORD AT LEAST 24 HOURS TO THE 3,SURFACE COURSE SHALL BE EQUAL TO F,D.O.T. TYPE S-III (TYPE "' W PROPOSED GRADE. COST OF SAID ADJUSTMENTS SHALL BE INCIDENTAL TO INSPECTION OF THE FOLLOWING ITEMS: SP-9.5)ASPHALT. (j THE COST OF THE CONTRACT. 4.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS 1 z 1.SUBGRADE. SUBMIT AND HAVE APPROVED DENSITIES PRIOR TO CONCRETE WITH A MINIMUM STRENGTH OF 3.000 PSI AND SHALL BE P 10) WIRE RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL PLACEMENT OF ROCK. REINFORCED WITH A 6'XG'NO.6 GAUGE WI MESH. . 9 ARRANGE A PRE-CONSTRUCTION MEETING TO INCLUDE THE CITY OF DANIA 2•LIMEROCK BASE, SUBMIT AND HAVE APPROVED DENSITIES AND BEACH ENGINEERING DEPARTMENT, FDOT, THE ENGINEER, AND THE AS-GUILTS PRIOR TO THE PLACEMENT OF ASPHALT. C.INSTALLATION S CONTRACTOR AFTER OBTAINING A CONSTRUCTION PERMIT FROM THE 3.ASPHALTIC CONCRETE 1.LIMEROCK BASE MATERIAL SHALL BE 8 INCHES THICK AND SHALL BE 6 ENGINEERING DEPARTMENT, NO CONSTRUCTION SHALL COMMENCE UNTIL ALL 4.FINAL COMPACTED TO 98X OF THE MAXIMUM DENSITY AS DETERMINED BY REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE COMPACTED AASHT ED TO u 80. CONTRACTOR HAS BEEN ISSUED A NOTICE TO PROCEED. SHOP DRAWINGS 2.UMEROCK BASE MATERIAL SHALL BE PLACED IN MAXIMUM 6'LIFTS. 11)THE CONTRACTOR SHALL OBTAIN A'SUNSHINE'CERTIFICATION NUMBER BASES GREATER THAN 6' SHALL BE PLACED IN TWO OR MORE 8 PP9ii AT LEAST 2 BUSINESS DAY PRIOR TO BEGINNING ANY EXCAVATION, &PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT, A MATERIAL LIST EQUAL UF7S. I SHALL BE SUBMITTED TO AND RENEWED BY THE ENGINEER OF RECORD 3.ASPHALTIC CONCRETE SHALL BE A MINIMUM OF 3/4' TACK AND S Nil 12) PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERITY HIND THE CItt OF DANIA BEACH FOR DRAINAGE STRUCTURES, PIPES SAS Be PLACED IN ONE LIFT,UNLESS OTHERWISE STATED ON THE THE SIZE, LOCATION,ELEVATION AND MATERIAL OF ALL EXISTING UTILITIES, AN APPURTENANCES COST IS INCIDENTAL TO COST OF THE CONTRACT. B.ANY PRODUCT THAT IS NOT ON THIS LIST MUST BE APPROVED IN 4.PRIME COAT SHALL BE PLACED ON ALL UMEROCK BASES IN ADVANCE BY THE ENGINEER OF RECORD AND THE CITY OF DANIA ACCORDANCE WITH F.D.O.T.STANDARDS. 13) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY BEACH ENGINEERING DIVISION. SUCH APPROVAL REQUIRES THE S.TACK COAT WALL BE PLACED AS REQUIRED IN ACCORDANCE WITH EXISTING UTIU7IES FOR WHICH THE CONTRACTOR FAILS TO REQUEST SUBMISSON OF A SOP DRAWING (SIX COPIES) FOR EACH PRODUCT, F.D.O.T.STANDARDS. LOCATIONS FROM THE UTILITIES OWNERS. THE CONTRACTOR SHALL BE SOP DRAWINGS WILL ALSO BE REQUIRED FOR ALL NON-STANDARD RESPONSIBLE AS WELL FOR DAMAGE TO ANY EXISTING UNITIES WHICH ARE ITEMS' D.TESTING PROPERLY LOCATED.THE CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITYC.INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE ALL SUBCRApE, UNFROCK AND ASPHALT TESTS REQUIRED WALL BE AT NO ADDITIONAL COST TO THE OWNER. REQUIRED. CATALOGUE LITERATURE WILL NOT BE ACCEPTED FOR a. PRECAST STRUCTURES. TAKEN AT THE DIRECTION OF THE ENGINEER AND/OR THE CITY OF 14) IF UPON EXCAVATION, AN EXISTING UTILITY IS FOUND TO BE IN DANIA BEACH. f CONFUCT WITH THE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR EARTHWORK AND COMPACTION 1.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS,THE CONTRACTOR WEARING SURFACE SHALL NOT VARY MORE THAN 1/4' FROM THE 5 SHOULD IMMEDIATELY NOTIFY THE ENGINEER,WHO WILL IN TURN NOTIFY THE A GENERAL TEMPLATE ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CITY OF DANIA BEACH. 1.NONE OF THE E%ISnNG MATERIAL IS TO BE INCORPORATED IN THE CORRECTED. UMEROCK BASE. 2 DENSITY TESTS WALL BE TAKEN BY AN INDEPENDENT TESTING 15)ALL EXISTING PIPES SHALL BE DESIL7ED. THE CONTRACTOR SHALL KEEP LABORATORY.CERTIFIED BY THE STATE OF FLORIDA,AND TAKEN AS ALL DRAINAGE PIPES AND STRUCTURES IN WORKING CONDITION THROUGHOUT 2.ALL SUBGRADE UNDER PAVED AEAS SHALL HAVE A MINIMUM LBR DIRECTED BY THE ENGINEER AND THE CITY OF DANIA BEACH. owe,n VALUE OF 40 AND SHALL BE COMPACTED TO 98%OF THE MAXIMUM CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR CLEANING OF ALL DENSITY AS DETERMINED BY AASHTO T-180. 3.ALL TESTING COSTS (PAVING)F) SHALL E PAID FOR BY THE OWNER EXISTING DRAINAGE SYSTEM AFFECTED BY THE CONSTRUCTION WITHIN THE }.ALL FILL MATERIAL IN AREAS NOT TO BE PAYED SHALL BE EXCEPT THOSE TESTS FAILING 70 MEET THE SPECIFIED w RIGHT OF WAY UPON COMPLETION OF THE PROJECT. COMPACTED TO 95S OF THE MAXIMUM NOT DENSITY AS DETERMINED BY EOUIREMENTS,WHICH ARE TO BE PAID BY THE CONTRACTOR. �o C 4.1 rc 16)ALL WORK FOR THIS PROJECT WILL BE COMPLETED WITHIN AND FROM AASHTO T-180, 111E EXISTING RIGHT OF WAY. 4.A 2'BLANKET OF TOP SOL WALL BE PLACED OVER ALL AREAS TO BE SODDED, 17) BUS STOP RELATED MODIFICATIONS/NOnnrATIONS WALL BE 5.SOD WALL BE ST. AUGUSTINE BITTER BLUE OR FLORATAM AND COORDINATED WITH BROWARD COUNTY TRANSIT DIVISION (MS. ARETHIA SHALL BE PLACED ON THE GRADED TOP SOIL AND WATERED TO INSURE SATISFACTORY CONDITION UPON FINAL ACCEPTANCE OF THE BCTED#171208061 PROJECT CLOSE OUT MEETING ALL ADA REQUIREMENTS CONTAMINATION NOTES- A. CLEANING UP 2.ALL CONSTRUCTION EQUIPMENT ACTIVITY AROUND ANY DESIGNATED UNIDENTIFIED AREAS OF CONTAMINATION 1.DURING CONSTRUCTION, THE PROJECT SI7E AND ALL ADJACENT AREAS CROSSWALK SHALL CEASE TO OPERATE DURING THE STUDENT ARRIVAL SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL AND DISMISSAL TIMES. ALL CONSTRUCTION EQUIPMENT ACTIVITY CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR F ALL SURPLUS ADJACENT TO A DESIGNATED WALK ROUTE SHALL CEASE OPERATING WHEN ENCOUNTERING OR EXPOSING ANY ABNORMAL CONDITION INDICATING THE MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM UNLESS SATISFACTORILY BARRICADED FROM THE WALK ROUTE. PRESENCE OF A HAZARDOUS OR TOXIC WASTE, OR CONTAMINANTS, CEASE CLEAN. OPERATIONS IMMEDIATELY IN THE VICINITY AND NOTIFY THE LAP CITY OF DANIA 2.THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS PEACH NGIN R THE PRESENCE OF TANKS OR BARRELS; DISCOLORED EARTH, & DIRECTED BY THE ENGINEER OR THE CITY OF DANIA BEACH,ANY PUBLIC 3.IN THE CASE THAT A DESIGNATED CROSSING OR ANY PORTIDN F THE METAL WOOD, GROUND WATER, ETC.; VISIBLE FUMES; ABNORMAL ODORS; 3 OR PRIVATE PROPERTY DAMAGED BY IT WORK, IA BEANT.EMPLOYEES DESIGNATED WALK ROUTE CANNOT BE MAINTAINED, THE CONTRACTOR EXCESSIVELY HOT EARTH; SMOKE; OR OTHER CONDITIONS THAT APPEAR OR THOSE OF HIS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL SHALL NOTIFY THE SPECIAL PROJECTS COORDINATOR AT BROWARD ABNORMAL MAY INDICATE HAZARDOUS OR TOXIC WASTES OR CONTAMINANTS TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF COUNTY TRAFFIC ENGINEERING DIVISION, (954) 847-2600. A_MIBIMULt AND MUST BE TREATED WITH EXTREME CAUTION. OPERATIONS TO THIS END, THE CONTRACTOR SHALL 00 AS REQUIRED, F TEN(10) WORKING DAYS PRIOR TO CLOSING THAT ROUTE IN ORDER ALL NECESSARY HIGHWAY OR DRIVEWAY. SOEWALK AND LANDSCAPING TO ESTABLISH AN ALTERNATE CROSSING/ROUTE. MAKE EVERY EFFORT TO MINIMIZE ME SPREAD OF CONTAMINATION INTO WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR UNCONTAMINATED AREAS, IMMEDIATELY PROVIDE FOR THE HEALTH AND SAFETY E SUCH RESTORATION. 4,IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ANY OF ALL WORKERS AT THE JOB SITE AND MAKE PROVISIONS NECESSARY FOR 3. WHERE MATERIAL W DEBRIS HAS WASHED OR FLOWED INTO OR SEEN THE HEALTH AND SAFETY OF THE PUBLIC THAT MAY BE EXPOSED TO ANY PLACED IN WATER WATER COURSES, GRAVITY SEWER, DITCHES, DRAINS, NECESSARY PAVEMENT,ROAD ROCK,PAVEMENT MARKINGS AND SCNAGE POTENTIALLY HAZARDOUS CONDITIONS. PROVISIONS SHALL MEET ALL CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S AND/OR ANY PEDESTRIAN SIGNALIZATON AND/OR SIGNAL MODIFICATION H fn OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, RULES, REGULATIONS OR L) TO ACCOMMODATE AN EXISTING OR ALTERNATE WALK ROUTE Z SATISFACTORILY DISPOSED OF DURING PROGRESS OF THE WORK, AND THROUGHOUT THE ENTIRE LENGTH OF THE PROJECT. CODES COVERING HAZARDOUS CONDITIONS AND WILL BE IN A MANNER W y O THE AREA KEPT IN A CLEAN AND NEAT CONDITION. COMMENSURATE WITH THE GRAVITY F THE CONDITIONS. Z h- 4. WHEN WORKING IN AND AROUND EXISTING DRAINAGE CANALS, S.IT SHALL BE THE CONTRACTOR'S RESPONSBIUTY TO PROVIDE STATE EL LU Q H APPROPRIATE SILT BARRIERS SHALL BE INSTALLED AS REQUIRED BY CERTIFIED SCHOOL CROSSING GUARDS OR OFF DUTY POLICE OFFICERS THE LAP CITY OF DANIA REACH ENGINEER AND/OR CONTRACTOR WILL ()Z BROWARD COUNTY SURFACE WATER MANAGEMENT DIVISION. TO CROSS STUDENTS AT ALL LOCATIONS OTHER THAN THOSE COORDINATE AND MOBILIZE A QUALIFIED CONTAMINATION j lz UJ PREVIOUSLY DESIGNATED. THE CONTRACTOR MAY USE FLAGMEN, BUT ASSESSMENT/REMEDIATION (CAR) CONTRACTOR. QUALIFICATIONS OF SUCH CAR LL O () 8.PROJECT RECORD DOCUMENTS QNLX IF THEY ARE STATE CERTIFIED AS A SCHOOL CROSSING GUARD, CONTRACTOR SHALL INCLUDE, BUT NOT BE UMITED TO: EXPERIENCE AND = K LLI 1.THE CONTRACTOR SHALL MAINTAIN ACCURATE AND COMPLETE RECORDS PERSONNEL TO PREPARE CONTAMINATION ASSESSMENT PLANS, CONDUCT (J EL d LL' OF ALL WORK ITEMS COMPLETED. CONTAMINATION ASSESSMENTS, PREPARE SITE ASSESSMENT REPORTS, z ED 2.ALL"AS-BUILT' INFORMATION SUBMITTED TO THE ENGINEER SHALL BE 6.THIRTY (30)_DM PRIOR TO THE BEGINNING OF CONSTRUCTION THE REMEDIAMON PLANS, IMPLEMENT REMEDIAL ACTION PLANS, RISK BASED 0]_4 J CONTRACTOR SHALL NOTIFY THE SPECIAL PROJECTS COORDINATOR AT CORRECTIVE ACTIONS, STORAGE TANKS SYSTEM REMOVAL, HIGHWAY SPILL IMAT THE ACCURATE,CLEAR AND TRUE RE SATISFY THE ENGINEER BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, (954) 847-260D OR RESPONSE AS WELL AS EXPERIENCE WITH INFRASTRUCTURE/CONSTRUCTION Z 0 W Lut THAT ME INFORMATION PROVIDED A TRUE REPRESENTATION F ME AT BROWAROATRAFFIC.ORG TO DISCUSS ALL NECESSARY SAFETY ACTIVITIES WITHIN POTENTIALLY) CONTAMINATED AREAS SPECIFIC TO Q O a IMPROVEMENTS CONSTRUCTED, MEASURES. TRANSPORTATION SYSTEMS. ❑ 3.UPON COMPLEl10N F CONSTRUCTION,THE CONTRACTOR SHALL SUBMIT 0 F Z U TO THE ENGINEER OF RECORD ONE COMPLETE SET OF "AS-BUILT' Lu= J CONSTRUCTION DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO 7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ALL THE WORK PERFORMED BY THE CAR CONTRACTOR SHALL BE PERFORMED IN C. SHOW 'AS-BUILT" CONSTRUCTION CHANGES AND DIMENSIONED FOLLOWING BROWARD COUNTY SCHOOL BOARD PUPIL TRANSPORTATION COMPLIANCE WITH ALL APPLICABLE LOCAL STATE AND FEDERAL REGULATIONS w 2 W LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS AND SHALL BE DEPARTMENT PERSONNEL IF CONSTRUCTION WILL IMPACT ANY BUS GOVERNING WORKER SAFETY AND ENVIRONMENTAL REGULATIONS, THIS IS TO SGNED BY THE CONTRACTOR. ROUTES: INCLUDE OCCUPATIONAL EXPOSURE TO CONTAMINATED SOILS. GROUNDWATER, WASTES AND ATMOSPHERE DURING THE CONSTRUCTION F ALL FEATURES 4.ALL"AS-BUILT'INFORMATION ON ELEVATIONS,STATIONING OFFSETS AND INCLUDED IN THE CONSTRUCTION PLANS. IN AOOnON, THE CAR CONTRACTOR U W TES F THE PAVING AND DRAINAGE SHALL BE CERTIFIED BY A RUTH MASTERS ROUTING MUST BE STAFFED WITH FLORIDA LICENSED TECHNICAL PROFESSIONALS U REGISTERED LAND SURVEYOR. (754)321-4400 EXT.y2309 RUTH.MASTERRARROWARD[HO S .OM (GEOLOGISTS AND ENGINEERS) WHO WALL Be INVOLVED WITH THE PROJECT AND S. PRIOR TO A FINAL INSPECTION BY THE CITY OF DANIA BEACH, THE 5 ENGINEER SMALL SUBMIT TWO 2)SETS F BLUEPRINTS OF'AS-BUILT" CONTAMINATED F THE WORK ACTIVITIES CONDUCTED WITHIN THE IDENTIFIED ( VWCENT HARRELL STUDENT TRANSPORTATION h FLEET SERVICE CONTAMINATED AREAS AND WHO WOULD SIGN AND SEAL PROJECT REPORTS AS g CONSTRUCTION DRAWINGS REQUIRED FOR SUBMITTAL TO ME APPROPRIATE ENVIRONMENTAL REGULATORY 6.UPON A FINAL INSPECTION BY THE CITY OF DANIA BEACH, THE (754)321-4472 \ANCFNT.HARRELLOBROWARDSCHOOLS.COM AGENCIES. ENGINEER SHALL SUBMIT TO THE CITY ONE (1) COMPLETE SET OF a REPRODUCIBLE MYLARS AND THREE (3) SETS OF BLUEPRINTS OF MARY TOCHTERMANN STUDENT TRANSPORTATION h FLEET SERVICE 'AS-BUILT"CONSTRUCnON DRAWINGS THAT HAVE BEEN CERTIFIED BY A (754)321-4400 EXT.#2006 MARY.TOCHTERMANNABROWAROSCHOOLSMM THE LAP CITY OF DANIA REACH ENGINEER HILL IMMEDIATELY NOTIFY THE - REGISTERED LAND SURVEYOR AND THE ENGINEER OF RECORD AND FLORIDA DEPARTMENT F TRANSPORTATION (FDOT)DISTRICT IV CONTAMINATION (q}COMPUTER FILES F 'AS-BULLY CONSTRUCTION DRAWINGS ON CD IN UPON COORDINATION WTH THE AFOREMENTIONED PERSONNEL, AND IF DEMO IMPACT COORDINATOR AREAS OF CONTA AT MINATION.. PRELIMINAR777-4286 Y INVESTIGATIONTER RIBY THE H �` NG THE AUTOCAD RELEASE 13 FORMAT OR LATEST VERSION. NECESSARY, A PRE-CONSTRUCTION MEETING WILL BE HELD TO DETERMINE ALL CAR CONTRACTOR WILL DETERMINE THE COURSE OF ACTION NECESSARY FOR u �" 7.PRIOR TO PLACEMENT OF ANY ASPHALT OR CONCRETE PAVEMENT, THE BUS ROUTES AND TO MAKE ANY NECESSARY ARRANGEMENTS FOR REROUTING. SITE SECURITY AND THE STEPS NECESSARY UNDER APPLICABLE LAWS, RULES, CONTRACTOR SHALL SUBMIT TO THE ENGINEER "AS-DUILT' PLANS THE SPECIAL PROJECTS COORDINATOR FROM THE BROWARD COUNTY TRAFFIC AND REGULATIONS FOR ADDITIONAL ASSESSMENT AND/OR REMEDIATION WORK F SHOWING LIMEROCK BASE GRADES AND ALL DRAINAGE, WATER, AND ENGINEERING DIVISION, (954) 847-2600, WALL BE NOTIFIED AND MAY ATTEND TO RESOLVE THE CONTAMINATION ISSUE. p� SEWER IMPROVEMENTS. PAVING OPERATIONS SHALL NOT COMMENCE UNTIL THE ENGINEER AND THE CITY F DANIA BEACH HAVE RENEWED THE PRE-CONSTRUCTION MEETING. AND APPROVED THE'AS-BUILT$". FOLLOWING COMPLETION OF THE PROJECT, THE CAR CONTRACTOR SHALL BE 8.ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR SUBGRADE SHALL a THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN REQUIRED TO PROVIDE COPIES OF ALL REPORTS SUBMITTED TO REGULATORY BE PROVIDED TO AND AND APPROVED BY THE ENGINEER AND THE CITY APPROVED MAINTENANCE OF TRAFFIC PUN (MOT), SPECIFYING ME AGENTHE WASTE MATERIAL PROFILES, MANIFESTS AND/OR DISPOSAL RECEIPTS OF DING BEACH PRIOR TO THE PLACING OF LIMEROtlf BASE MATERIAL ABOVE SCHOOL/PEDESTRIAN CONDITIONS, THROUGH THE BROWARD FOR THE HANDLING F ALL CONTAMINATED MEDIA INCLUDING BUT NOT UNITED �. 9.ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR LIMEROCK SHALL COUNTY TRAFFIC ENGINEERING DIVISION aft THE LOCAL MUNIgPALITY, 70 C7RCUF10 WATER,WASTE WATER,SOILS,SQUID WASTES,SUUDCE.HAZARDOUS BE PROVIDED TO AND APPROVED BY THE ENGINEER AND THE CITY OF DEPENDING ON THE ROADWAY JURISDICTION. THE CONDITIONS OUTLINED WASTES, AfR MONITORING RECOflDS AND SAMPLE RESULTS FOR ALL MATERIALS u m DANIA BEACH PRIOR TO PRIOR TO PLACING ASPHALT. IN THE MOT ARE FULLY EFFECTIVE AS PART OF THE PROPOSED TESTED AND ANALYZED TO THE LAP CITY OF DANIA REACH ENGINEER AND THE IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOOT DOC 5 F ENSURING THAT ALL WORK ASSOCIATED WITH THE PROJECT IS IN MAINTENANCE OF TRAFFIC—SCHOQI/PEOESTR1_tAN, COMPLIANCE WITH ALL THE REQUIREMENTS F THE APPROVED MOT. ARCHAEOLOGICAL' O THE MAINTENANCE OF TRAFFIC PLAN, PROVIDED BY THE CONTRACTOR, SHALL INCLUDE PROVISIONS FOR PEDESTRIAN AND/OR SCHOOL STUDENT TRAFFIC AS 9,THE CONTRACTOR SHALL ENSURE THAT THERE ARE 8Q.SPEED LIMIT SHOULD CONSTRUCTION ACTIVITIES UNCOVER ANY ARCHAEOLOGICAL MATERIAL, SIGNS INSTALLED WITHIN THE DESIGNATED REDUCED SPEED SCHOOL THAT ACTIVITY IN THE IMMEDIATE AREA MUST BE STOPPED WHILE A WELL AS VEHICULAR TRAFFIC.THE FOLLOWING ARE MINIMUM REWfREMENTS: ZONE AT ANY TIME THROUGHOUT THE PROJECT. PROFESSIONAL ARCHAEOLOGIST EVALUATES THE MATERIAL IF HUMAN REMAINS ARE FOUND DURING CONSTRUCTION OR MAINTENANCE ACTIVITIES, CHAPTER 1.THE SAFE WALK ROUTE FOR ALL SCHOOL STUDENTS WITHIN THE STAGING AREA 872.0S. F.S. APPLIES AND THE TREATMENT OF HUMAN REMAINS WALL CONFORM am VICINITY OF THE CONSTRUCTION ZONE SHALL BE MAINTAINED DURING TO CHAPTER 3 OF THE FOOT CRM HANDBOOK,SECTION 7-1.6 OFTHE FDOTS µ STUDENT ARRIVAL AND DISMISSAL TIMES. IF THE CURRENT WALKING STANDARD 4.1.1 u SURFACE CANNOT BE MAINTAINED, MEN A TEMPORARY WALKABLE STANDARD SECTION A106 P FOR ROAD AND BRIDGE CONSTRUCTION,STIPULATION SURFACE SHALL BE CREATED. THE SAFE WALK ROUTE SHALL BE THE CONTRACTOR SHALL COORDINATE SELECTION PROJECT REVIEW T OF ANY XI OF THE SECTION 106 PROGRAMMATIC AGREEMENT,WHICH REQUIRE MAT ALL SEPARATED FROM THE CONSTRUCTION ACTIVITY DURING THE ENTIRE PROPOSED STAGING AREAS ASSOCIATED WITH THIS PROTECT VATH THE CITY F WORK CEASE IMMEDIATELY IN THE AREA F THE HUMAN REMAINS. CHAPTER LENGTH OF THE PROJECT ENCOMPASSING THE ENTIRE WALK ROUTE WITH DANIA BEACH STAFF AT 954-924-6808.NO STAGING WLL TAKE PLACE WITHIN 87ZOS STATES THAT.WHEN HUMAN REMAINS ARE ENCOUNTERED, ALL ACTIVITY PROPER PEDESTRIAN OPENINGS AT DESIGNATED CROSSINGS IN PARKS,SCHOOLS,OR WETLANO/NATURAL AREAS INCLUDING THE BANKS OF THE THAT MIGHT DISTURB THE REMAINS SHALL CEASE AND MAY NOT RESUME UNTIL COMPLIANCE WITH FOOT DESIGN STANDARDS INDEX NO.600 AS WELL AS HOLLYWOOD(C-10)CANAL AUTHORIZED BY THE DISTRICT MEDICAL EXAMINER OR THE STATE ARCHAEOLOGIST. BCTED#171208061 E R/W LINE a TYPE"A"JOINT .02 FT1FT �%/ SLOPE w TYPE"8"JOINT � i' r O~ ' �� i TYPE'A"JOINT TYPE"A"JOINT r a w J �2-4-"y r 5'•0• I SEE NOTE 7 w Q I TYpI / TyP, R/WUNE w F- i t5z- I A SECTION A-A U<CL cl a EXI NG ¢ Z NEW S DEWAL SID WALK ¢ ¢ DIRECTIO z r OF TRAVE A w� W TYPE"B"JOINT NOTES: Uj Z 1.CONCRETE TO BE CLASS 1,9000 P.SJ, 0-7 ° 0 PLAN 3.THE USE OF REINFORCEMENT IS NOT PERMITTED, p Lu 0 0° TRUNCATED DOME 7.SIDEWALY.SLOPES SHALL MEET THE REQUIREMENTS OF ED °°oFDOTINOEX304(TypJ THE AMERICANS WITHDISABILmESACT. PAV 4,RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS IN U ACCORDANCE WITH FOOT INDEX 009. DIRECTION 5.THE VERTICAL DEVIATION FOR ANEW SIDEWALK SHALL 5 OF TRAVEL NOT BE MORE THAN IPl". H G B.THE VERTICAL DEVIATION FOR A NEW MAINTENANCE F ACCESS STRUCTURE COVER SHALL NOT BE MORE THAN 114'. 3 7.SUBGRADE MATERIAL SHALL BE COMPACTED TO 100X w Of MAXIMUM DENSITY,PER AASHTO T-99, u 8,STAMPED CONCRETE IS NOT ALLOWED IN UEU OF W 114" Ila TRUNCATED DOMES. 9.SEE HIGHWAY APPRCONSOVED RODUCTAND ENGINEERING 2 1/y^ DIVISION APPROVED PRODUCT LIST FOR ACCEPTABLE MATERIALS FOR TRUNCATED DOMES. I F Fod E4 �ix .st BROWARD COUNTY a; va"R I/Z,R HIGHWAY CONSTRUCTION q TABLE OF SIDEWALK JOINTS AND ENGINEERING DIVISION TYPE LOCATION P.C.P.T.OF CURVES& TYPE'A" TYPE"W "A" WHERESIDEWALKABUTS SIDEWALK w u q PREMOULDED SIDEWALK JOINTS CONCRETE DRIVEWAY. TYPICAL DETAILS V-0"CENTER TOCENTER EXPANSION ON SIDEWALKS, 8 JOINT FILLER Approved by: DJH 14 Revised: B(01/05 WRH DWG.N0. SIDEWALK TYPICAL DETAILS C 4.2 NTS A BCTED#171208061 NOTES: i 1. RAISED INTERSECTION SHALL BE TWENTY-fOUR(24) a FEET IN LENGTH FOR THE WIDTH OF THE ROADWAY yy 4LANEGAVE) b'(re (TYPICALLY TWENTY-FOUR(24)FEET),WITH THE V FOLLOV9NC LHARACIERLSRCS a. NEIOHT OF THREE(S ANGLES .� D. TWENTY-FOUR(24)FOOT FLAT TOP t s` /�1 STOP SPACE a 6 FOOT TRANSITIONS ON BOON HE NEAR 4 FAR Y III` {OF ROADWAY a'(TYP.) BITE WHEN % ') MARKING A WHEN MPUCASIF,EIGHTEEN(tb)INCH �.. TRANSITIONS CN BOLO CURB SIDES Ri-1 SI-1 CROSS SECTION (30'%30') (30'%30-) 2. KEY CU7 TWENTY-FOUR(24)9404ES ON BOTH NEAR w k Wil-02 h FAR SIDES VATH TWOLVE(13)INCHES NEXT TO 3 B (JO"%30) RAISED INIERSECTION AND TWELVE 2)INCHES LNDE1WN EATH,FOR A DEPTHOF ONE I AND A HALF p B 3. (W ENAPPUCABLE,KEY CUT TWELVE(12)INCHES ON h SPEED 801HTIER C RB SN.IDEFORD DEPTH OFNONE AND AR 'N HUMP AHEAD (11)INCHES. p E- Mb-07PL WIB-0p p I ♦ PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH a+W � (24'X 12') C24'X 12") t� THE MUTCD�UAL ON UNIFORM TRAFfK:CONTROL DENCES }a W17-DI a FOR DIRECTION OF TRAVEL,INSTALL TWO(2) I-LU Q 01 A CHEVRONS,ONE(1)FOOT WHTE PAVEMENT ll.t L I- MARKWG.SPACED ONE(1)FOOT APART FOR A S W W TOP VIEW LENGTH OF 51%(6)FEET CENTERED ON TRAVEL U Q o SIGN DETAILS LANE.PLACED ON TRANSITION ONLY. D. SIX(fi)OUCH wrBTE THERMOPLASTIC EDGE LINE Z- NTS 6' VARIES 8' TO BE REPLACED ALONG SIDE OF THE RASED C3¢J Z (TYP.)�(2i'MIN.-28'NA%.)�(iIPJ INTERSECTION,IF THIS EDGE LINE PREVIOUSLY 3 a W �('3` 01HER INFORMATION: p O 2 Z CROSS SECTION A-A I 1. ALL RAISED INTERSECRONS SHALL BE INSTALLED IN Lu J Kfl.��SLOE TWO(2)LIFTS OF w TYPE S-01(SP-9,5)ASPHALT. a 12'%1 i 2. TACK COAT TO BE APPLIED PRIOR TO LAYING THE W'.� Z 6' VARIES 6' ASPIIALL a LU aiM xem li lw.,ssiw (,�(TYP.] (34'MIN.-48'MAK)�(TYP.) ]. AN APPROVED MAINTENANCE OF TRAFFIC PLAN SHALL •%Ro I» I 3. Be EBTABU5HEO FIXt EACH'A..INTERSECTON �U NOTE �' 075TALLA ESTABLISH ySL, PREMANUFACTVflEO 4, INSTALL Re SHALL BE W COMPLIANCE 1WTH THE C o uo •�• DETECTABLE WARNING EIIOT_.ArvDAROc eDFCM[ARDNc FOR ROAD AND U e SURFACE PLATES SHALL 00000000 CRO56 SECTION B-8 BRIO FCfitTRt�CT011 ATFRT EDITION) OORo i BE EMBEDDED A IANMUM Q 0000 001Bmr.lm KEY EACH SINE Ooeo '• OF 1•IN THE CONCRETE 00000 O oo° SURFACE ' OOED000 0'F'I .G' 24'%17/2' w a+ °It c5m, TYPICAL RAISED INTERSECTION DETAIL NOTE: 0 O NTS 0DETECTABLE WARNING SURFACE 0 - ..�—� TRUNCATED 001AES SNFLL IOC IN 1q ACCCROANCE WITH INDE%.1 OF PLAN VIEW APPLY PATTERNED TEXTURED PROP,ENHANCED MILlEO 4:'OF ASPHALT AND THE LATEST EDITION OFTHE FOOT PAVEMENT OR APPROVED EQUAL CROSSWALK RESURFACE BL'OF TYPE 5-111 w atac Imo' GEs1FN STAMOAROS AND PER (WROTH PER PLAN) (SP-Bs)ASPHALT A AOA ACCES61BRItt GUIDELINES y SAWR1T M1000MAttTCNOH 0 333 SECTION 4M2 (�r SAVAIIT AND MATCH y p yy�1 12'S TH 0 S EXISTING ® F$? I> rmm aalo �.( (INSTALLED OUTSIDE OF S'j ER ENHANCED CROSSWALx) 12'SOLID WETE THEMOPIASTC ff �Be (WSTAJ,ED OUTSIDE OF L w I I y PROP ENHANCED CROSSWALK) bZ UGNMTO FTH }$ ooao f;r •.. I�N 2 r(M:N') IMPROVENENIS�� ) 060 •? NGTE Nwr 1 X THEAQXTED AOMUME 1Mn SOD REPLACEMENT �, e TRUNCATED DOMEa MU5i " r,-'t.^;,._;?'"y.�'.•i W• o �.••.•�• a BEIN TNEDIRECTTONOF TRUNCATED DOME (ST.AUGUSRNEj goo TMVEL W W - :.;1UMEROCK'.,:•:.'..::'.:,i.;'^:: :?: P EXIST • �SUEG � t �• NOTES: 1. 'LUUN'DETECTABLE WARNING OR APPROVED EQUAL 2. COLOR SMLL BE STANDARD NOTES: YELLOW. I. SHALL BE INSTALLED 14 DAYS AFTER ASPHALT FULLYCURE ouu: HANDICAP RAMP DETECTABLE SOD REPLACEMENT DETAIL 2. PATTSOLDIER SHALL BORDER.AL HERRINGBONE W H SOLDIER COURSE BORER. NTS 3, COLOR:TENTATVELY CLAY SUBJECT TO CHANCE. WARNING DETAIL CROSSWALK ENHANCEMENT DETAIL Ioc 4.3 P NTS NTS EICTED#171208061 s k 6V/13W SOLAR PANEL CONTROL CABINET k 20'W11-2 BLINKERSIGN 4 H U W N o~ D w ct) >W Q 21"X12' WIG-7PL STATIC SIGN U Q a u mQ� Z Z E W OLU2 Z a U` 2'X2'X17 12 GAUGE LU 0 W GALVANIZED SQUARE POST U YELLOW PUSH BUTTON KIT 5 NOTE:PUSH BUTTON SHALL BE I 6 INSTALLED o " l5 FACING PEDESTRIAN TRAFFIC �� wa 225"X2.25'XT 12 GAUGE 42.0 GALVANIZED ANCHOR 2 a x �3 NOTES 1. B SOLAR YI11-2 BUNNERSIGN SYSTEM POLE,PUSH BUTTON u 2 9RIENT ACTIVATED, 3 2. ORIENT SOLAR PANEL TOWARDS SOUTHERN SKT FOR NA%IMUM SOLAR EXPOSURE. SOLAR POWERED W11-2 BUTTON ate.C 4.4 ACTIVATED FLASHING LED SIGN DETAIL NTS BCTED#17120806 QUIDS TO USE THIS STANDARD: 1. Calcdala the T0121 Penet Area and the dnWd C for an Indkiduet sl fin or 6 sign cluster, 2.DeterinMs the height W from the WmlalleNor the Irltl U81slpnorOmdueler. 'W 3.COmult the Post Sin Table and find Ina Intenecdon p.WL a.Design the poll and the foundation amending to the Z ragdrcd Past Sit*and Aoson"Deal Sign Post with 3"'x 7 ga.Square Anchor Sign Post with Triangular Slip Base a Triangular Sop Base Assembly For p 2.12'Perforated Square Tube Sign Post H Sop Washer W y N Post Receiver x W -Redi-Torque Bail d 2 J W 0.78 2.12'x 1D x W p N 12 ga-PSST S u. W 1,78' l �; "Fangg Incoming Traffic V rap a a 017/32'Holes 6 g min.S'post 2 sa.x 4 Sides .3 Q z Inseroon Q D_ z ap w M W W post SW Table \ 0� Z UJ 'll'SlpnAsaambiy `Washer d� (D W2 Z Haight(R) 7Flange Nut 0 W Censu tral, (rosasum}nor gmuM} 42 38'Surild 19, B 8S @ B.e 10 EWAItETaeESWN aOaT D•pon EQUApE TUBE 616N Pali _U i TNEeOLLNCIueG elan roar m�aGWsNar aDnPmT ° 'i V 3 � + SMALL ee za•9aUAAG ° .................f..,..,.t..._._:....... KRPDMTxD.IpT•NPPEa 61t41 aMaaraFAiC a t i i ... eu VMMD,1z.cuwswnc sa 2-12'X 10'x 3'%3'X�2' calw,Mcmeaarm NTOA ° ........:................._.-.-_-. stEGLrIE Pasr sxAu vE 12 ga.PSST 7ge.hoary xa•souAPET aopl— �� R AHEAD ^Pw ee7aTaa nsYAUGownRiNaaouuo duty gdsanlzad wow[ooiviNzn aE ° f' i .saee.Maw E na hw ORADErOErE!!-Tle— ...._..,........ NEdllAe Nr61116 ° F 7 i S11PaAeaASSEneLY9lgNN IH 2-12•Squara........j.......:......-n.,..... S Post ROW— Sign i� t a ° Horght 10 i-........... 4'MaX i w ........:......�........`..»� % Hardware Includes 2 each 318'x 3.12'GR,S l c,wne Lavd , ° 0 u ° t o T in t -.....L....._;......_F.......;.-_... ° ; Ftengod Shoulder Bolt and Ftenpe Nut. Growl o. ........... :........_..... _ ° 13 34n P°6.N,mnrquW - � \ a CleNarlce ...._.., \ F� a !- 14...._i.._..ahewiAnmW f, 10nmd{awl ° a (C kiln 13 ` I rr Ground 1a"'»' '""' Note:Dimensions not contain details cothe ports used to assemble[heufa slip Ease a products, amrLn F! .......�... _..._i..... Clesrerrce 1 •: ; i 1 era Intentionally not shown.Spp base uronnec0ona are,dented manufaclucsd uds Net ....».` ..,....[_..._L___ r are in complimes with NCHRP 350 a mah test criteria. base cormedlm details—only 1 ; Ye°Pm1? \ e shown on this plan to likat ale how the parts me assembled.The complale assembly must be a t w 1 t mn.rrron A«wii;e designed to wRhsrarM 150 mph B86e Wind Speed per2013 AASHTO Standard SpedBnadons t —lnw°w ma.. for EWdurel Supports(or H hwa S u,Luminaires,and T afflc S 0 20• forS s. iB Y b ignais,Be edition end W GROUND LEVEL a u REWSIONs ^ PUBLIC WORKS DEPARTMENT DATE DESCRIPnON ��{,� �R D TRAFFIC ENGINEERING DIVISION SHEET 1 u ,` GROUND SIGNASSEMBLY NO. 01-05.2078 N/A =hs/^ ) �r��-�y DE SIGNS',^YVES D'ANJOU,PE, SCILE:NTS 03.2t-2017 UPDATEDPOSTS2E •- 1..o4J1V 1 1 DRAWMBY:STEPNON RAMOUTAR DETAILS •" • • CNECNED BY:ANDREWSEBO,PE,PTOfi 1 OF 1 m °C 4.5 rr BCTED#171208061 FOR SIGN ASSEMBLIFS WITH MAXIMUM 8.75 FOR SIGN ASSEMBLIES WITH GREATER THAN 8.75 SQUARE FOOT PANEL AREA SQUARE FOOT PANE.AREA WITH SUPPLEMENTAL SIGN Typical Details Typical Details 3 STREET TO MATERIALS: .2ROE0.AND LErTERa SCVEADWfLN CRgDE _ TYPE A SNEElINO CAIP(MODFSTREETNAME OFF SHALLeE S COMPOSED TTACDYaWAPER A LOWERCASE DETAIL'B" STREET TO(aJ{ LEfrERS WRN IWTVL UPPEPDASE L.FRERS GREEN BACNGRWND 4 e Maim St a Strast NEme o OREENTPANSW9ED RELE wN SISUT(EEENED o SIreN Nerve e CLEAR.CO GREENE.=WYCLT(EC)FBAr Trlangular Slip Base Assembly For H.. 2euoEs ROSS STREET I m Ol�Ew on ecwvALEW 2-112'Perforated Square Tube Sign Post U_ WE MUTCO TABUE O 1Pa 1.) FOR MIN IMUMIETERNEIGNtS Q H IFNOTH VAN95 BY STREET NAME $1p Washer Z W JHARDWARE IL C aia TXREADe➢STPPLSwC aoLTS, PO9(ROCeNaf Y4J OMOE S YI6'%LA'.mNYLON �--Redl-Torque Bolt > WASIa:RG =LL 0 U.l SQUARE TUBE SIGN POST REGULATORY SIGN a Q TM,leu"TP Ben Pm1 RIA DEPICTED.Tiff TOP OF tlu1 M23'aeu•n, THE STOP 51GN Sf43L eE MOUNTED i Z V PrtRl•lee,IglAppee FLUSHTOTHETOP OFTNEPOSTVMEN �i Feting I.-Ing Tram. m J _z e•MnlePa.l2qup•,qnW 50 NOSTREET Ia IS PESEW.MY SIGN Q� Q Q. _Tli•.Is'Ye• INSTALLED eA.N Ta eAG(mTN THE ;� =F-O ImwbdwWinglew,l STOP SION SHALL BESMALUE TNAN 1t Q EA O lL.i flbeabm uld�er•a THE STOP SIGN. Q W W vo.n In aYl'A'mbw. STOP,00 NOT ENTER OR YIELD W J Z WHRE WAMONDLRADE,TYPE).SHEETNO PRESSURE-SENSITNE RED TM TEDENT a 2 z DETAIL"A" wNSILWBCREENED CLEAN AATm OR a\ 0 w EC fEM i t>2 RED OR EOUNALtMOVER \`W89her KK \\7 e. a-1R'N 1GN DWtOND GRADE. SUDPiemental S'- ONLY \` Tr Iaw�PaST (<>nky) Flenga Nut .V.. DtT9 4= U - z.b, aoe• . ALLTYPL'w eHEEnNc vruzED � a '� MUST BE ON THE FDOTAPL LIST. R F u SQUARE TUBE SIGN POST a The S—TuIv Sipn P- AS RIe/0•naM Pr•L" i l'J Se•eYMI a puN•Nb WenaN Mb a b D.I. a 2S puveluEe.BPN 1uMa Mrlor NelBMnW bb¢•ae POs�ReGelver Sq— .a Le PevfWdW,1dNPWG A'•ber•amAM rar,Ar em.wb•4 tayms•. ��_� T P`^ 4•Mez. OreG•9G aYaLTM FPn • P Ground lovol P 'rip�"tNse ata•mey aspen h eNeO Gmun Ie I •Me%. All o� ]e• SBp 0...A•Eeelbiy avrW (Sea OeW'6•) Bbtal ie Heewn E,dueaa 2 ee-li ae'•YI?CR.a pyel aePw FlanpW SNauYp BdtmW FWp•NLL Notes: p 1.Dimensions and ceRaln details for the parts Mad to assemble the slip base conlimbons are Intentionally not shown.Slip base connectlons am patented manufactured products that are In compEance wO NCHRP 350 crash test tilled..The base connection detatls are only shown on I)T s plan to Illuslrals how the parts are assembled. The complete assembly must be designed To withstand 150 mph Base Wmd Speed per 2013 AASHTO Standard S Specl110BI.ons for Structural Supports for Mghway Signs,Luminaires,and Tmf lc Signals,6%edition and Interims. D 2.For standard ground sign Installadan,see detail antitled'Ground Sign Assembly Details'. REvrsO ^^ aP,AD(', PfIBL[C WORKS DEPARTMENT _ DATE DESCR/PIION w{'�{`,� I (`(J TRAFFIC ENGINEERING DIVISION STOP SICNAND STREET SHEET 0607-zote WA ,,A�/^ ��/DESIGN MI CARAMEI.O CARATOIIOLO,P.E SGALE:Arcs IDENTIFICATTON ASSEMBLY NO. 0121.20/7 UPDATEDPOSTSIZE COON t I DRAWNHY.•STEPHONRAMODTAR CPC 4,6p„ • J OF • CHECI�OBWANIOREWSEBO,P.E„PTOE TYPICAL DETAILS J BCTED Comments for Revision Nestor Santana From: Freddie Vargas <FVargas@CPC-Eng.com> Sent: Wednesday, February 26,2020 3:55 PM To: Nestor Santana Subject: FW:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations - FDOT#438282-1-58-01. BCTED#To Be Determined FYI Freddie Vargas, P.E. Senior Traffic/Transportation Manager CFA CARNAMAN PF7 3=R&CROSS - From:Cai, Lei [mailto:LCAI@broward.org] Sent:Wednesday, October 23,2019 2:52 PM To: Freddie Vargas<FVargas@CPC-Eng.com> Cc:Caratozzolo,Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>; Gross,Sharon <SGROSS@broward.org>; 'engineering@daniabeachfl.gov'<engineering@daniabeachfl.gov> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Freddie, Please coordinate with the City of Dania Beach to obtain the revised letter indicating that the City acknowledges the responsibility for reviewing, approving, inspecting, accepting, and maintaining the flashing solar powered LED signs/sign assemblies. At the same time, please submit four copies of the revised plan to the Broward County Traffic Engineering Division (BCTED)for our final review and approval. Once BCTED receive the revised plans and the new letter from the City, BCTED will approve the plans. If BCTED may be of further assistance in the interim, please do not hesitate to contact us. Regards, Lei rC7►R),)-'�IAIW Lei Cai, P. E., PTOE Broward County Traffic Engineering Division 2300 W. Commercial Blvd, Fort Lauderdale, FL 33309 Tel. 954-847-2653 Fax 954-847-2700 Icai@broward.org www.broward.org 1 From: Freddie Vargas<FVargas CPC-Eng.com> Sent:Wednesday, October 23,2019 11:21 AM To:Cai, Lei<LCAI@broward.org> Cc:Caratozzolo, Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>; Gross,Sharon <SG ROSS@ browa rd.org>; 'engineering@daniabeachfl.gov'<en ineering@daniabeachfl.Rov> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Thanks, Lei. Question; based on you note that follows...BCTED still requires that the City acknowledges the responsibility for reviewing, approving, inspecting, accepting, and maintaining the flashing solar powered LED signs/sign assemblies. The plans approval will be subject to this condition? Does the City needs to certify that the City will maintain the flashing solar assemblies? I only can provide response to the plans comments and the maintenance issue is not our responsibility;therefore, I would request that once we submit the revised plans BCTED will approve them for conformance with traffic engineering standards. Thanks again, Lei. Freddie Vargas, P.E. Senior Traffic/Transportation Manager From: Cai, Lei [mailto:LCAI@broward.orR] Sent:Wednesday,October 23,2019 10:52 AM To: Freddie Vargas<FVargas@CPC-Eng.com> Cc:Caratozzolo, Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>; Gross,Sharon <SG ROSS@ browa rd.o rg>; 'engineering@daniabeachfl.gov'<engineering@daniabeachfl.gov> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined Freddie, The Broward County Traffic Engineering division (BCTED) has the following comments: • It is noted that STOP signs will be relocated at several locations. However, the proposed new locations for those STOP signs are only two to three feet away from the edge of the pavement. It is also noted that the proposed locations for several new signs including the pedestrian sign assemblies are only two to three feet away from the edge of the pavement. Please note that any signs/sign assemblies are required to be installed at least four feet away from the edge of the pavement. Please add the following note in each sheet: Any signs/sign assemblies will be installed or relocated at least four feet away from the edge of the pavement. • Please delete following notes: 2 Notes:4. Broward County's review or approval of this sheet is limited to STOP Bars and centerline markings in Sheets C 1.1,C 1.2,C 1.3, C 1.4,C 2.1,C 3.1, C 3.2, Notes: 4. This sheet is not included in Broward County's review or approval of this project in Sheets C 1.5, C 1.6, C 2.2, • Please add the following note: "Broward County's review or approval of this sheet is limited to STOP Bars,centerline markings, amber/amber raised pavement markers along the centerline markings, STOP signs, street name signs atop the STOP signs, speed hump signs,speed hump signs with AHEAD plaques,and DEAD END signs." in all sheets,except for Sheet 2.2; "Broward County's review or approval of this sheet is limited to STOP Bars,centerline markings,amber/amber raised pavement markers along the centerline markings,STOP signs,street name signs atop the STOP signs,NO OUTLET sign,and signage and pavement markings for the roundabout(not including the flashing solar powered LED signs/sign assemblies for roundabout)."in Sheet 2.2. If you agree the above-mentioned comments, please revise the plan accordingly and submit four copies to BCTED for our final review and approval. Please note that the letter dated May 6,2019,from Ana M.Garcia,City Manager with the City of Dania Beach,only states that "Please be advised that the City will accept responsibility for reviewing, approving, inspecting, accepting, and maintaining the proposed crosswalk markings an surfaces, which will not be maintained by Broward County."The letter' does not state that the City will maintain the flashing solar powered LED signs/sign assemblies.This letter is attached for your reference.Although it mentions that BCTED does not review and approval or inspect and accept blinker signs in the general note on the cover page of the plan, BCTED still requires that the City acknowledges the responsibility for reviewing, approving, inspecting, accepting,and maintaining the flashing solar powered LED signs/sign assemblies. If BCTED may be of further assistance, please do not hesitate to contact us. Regards, Lei BR',+SWARD Lei Cai, P. E., PTOE Broward County Traffic Engineering Division 2300 W.Commercial Blvd, Fort Lauderdale, FL 33309 Tel. 954-847-2653 Fax 954-847-2700 Icai@broward.orR www.broward.org From: Freddie Vargas<FVargas CPC-Eng.com> Sent: Monday,October 21,2019 9:53 AM To:Cal, Lei<LCAI@broward.org> Cc: Caratozzolo,Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>; Gross,Sharon <SG ROSS@ browa rd.org>; 'engineering@daniabeachfi.gov'<eneineering@daniabeachfl.gov> Subject:RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined 3 External Email Hello Lei: This is the response from your comments. In Sheet 2.2,the eastbound and northbound YIELD sign assemblies are missing in the plan.The eastbound and NB YIELD assemblies are existing to remain and are labeled in the plans. • Please include the attached BCTED Pavement Marking Signs Detail Sheet-Dated 08-23-18 in the plan; and • Please include the attached BCTED Pavement Markings and Signing Details for Roundabouts-Local Streets in the plan. Included in the plans. Freddie Vargas, R.E. Senior Traffic/Transportation Manager From:Cai, Lei [mailto:LCAI@broward.org] Sent: Friday, October 18, 2019 10:59 AM To: Freddie Vargas<FVargas@CPC-Eng.com> Cc:Caratozzolo,Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>; Gross, Sharon <SGROSS@broward.org>; 'engineering@daniabeachfi.gov'<engineering@daniabeachfl.gov> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined Freddie, I have the following comments: • In Sheet 2.2,the eastbound and northbound YIELD sign assemblies are missing in the plan.Please see the attached file; • Please include the attached BCTED Pavement Marking Signs Detail Sheet-Dated 08-23-18 in the plan; and • Please include the attached BCTED Pavement Markings and Signing Details for Roudabouts-Local Streets in the plan. If I may be of further assistance in the interim, please do not hesitate to contact me. Regards, Lei ®R MAMDA Lei Cal, P. E., PTOE Broward County Traffic Engineering Division 2300 W.Commercial Blvd, Fort Lauderdale, FL 33309 Tel. 954-847-2653 Fax 954-847-2700 Icai@broward.org www.broward.org 4 From: Freddie Vargas<FVargas@CPC-Eng.com> Sent:Thursday,October 17, 2019 3:31 PM To:Cai, Lei<LCAICa@broward.org> Cc:Caratozzolo, Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>;Gross,Sharon <SG ROSS@ broward.org>; 'e ngi nee ring@da niabeachfl.gov'<engi nee ring@daniabeachfI.gov> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined External Email Hello Lei.Attached is the plans with the latest revisions. I reviewed the location of the pedestrian illuminated sign at the SW quadrant of the intersection and I consider that the sign is accessible by the pedestrians. Please let me know when we will get the final approval. Thanks a lot for your help. Freddie Vargas, P.E. Senior Traffic/Transportation Manager �i CASUMANAM PFAMT a From:Cai, Lei (mailto:LCAI@broward.org] Sent:Tuesday,October 8,2019 3:13 PM To: Freddie Vargas<FVargas@CPC-Eng.com> Cc:Caratozzolo,Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>;Gross,Sharon <SGROSS@broward.org>; 'engineering@daniabeachfl.gov'<engineering@daniabeachfl.gov> Subject: RE: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined Freddie, The plan you submitted on September 11,2019 did not show the yield line marking for the roundabout at the intersection of NW 2 Street and NW 12 Avenue. Please see the previous submitted plan in the attached e-mail trail. This is the first time that the Broward County Traffic Engineering Division (BCTED) received the plan including the yield line marking for the roundabout at the intersection of NW 2 Street and NW 12 Avenue. If BCTED may be of further assistance, please do not hesitate to contact us. Regards, Lei 8RWARD ::T'f Lei Cai, P. E., PTOE Broward County Traffic Engineering Division 2300 W.Commercial Blvd, Fort Lauderdale, FL 33309 5 Tel. 954-847-2653 Fax 954-847-2700 Icai@broward.org www.broward.org From: Freddie Vargas<FVargas@CPC-Eng.com> Sent:Tuesday, October 8, 2019 2:59 PM To:Cai, Lei<LCAI@broward.org> Cc:Caratozzolo,Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng com>;Gross,Sharon <SGROSS@broward.org>; 'engi nee ring@daniabeachfl.gov'<engineering@daniabeachfl.gov> Subject: RE: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined External Email Hello Team. We had incorporated the yield sign in the plans. However, we have not received any approvals or additional comments from the County. This project will be under construction soon and we need that final approval. Thanks Freddie Vargas, P.E. Senior Traffic/Transportation Manager :;:c _. cnsuveu+ani a�eocTaa e From:Cai, Lei Lailto:LCAI@broward.org] Sent:Thursday,September 12, 2019 10:05 AM To: Freddie Vargas<FVargas@CPC-Eng.com> Cc:Caratozzolo, Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>; Gross,Sharon <SGROSS@broward.org>; 'engineering@daniabeachfl.gov'<engineering@daniabeachfl.gov> Subject:RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Freddie, The Broward County Traffic Engineering Division (BCTED) provides the following responses to your two comments: • According to the historic aerial photos, the yield line pavement markings (PMs) for all approaches of the roundabout at intersection of NW 2 Street and NW 12 Avenue were in place before 2018.After the resurfacing of the roundabout sometime later 2018 or early 2019, these yield line PMs were not reinstalled. Please note that yield line PMs for all approaches are required to be installed for all roundabouts. The County is requesting that you coordinate with the City,to confirm they will reinstall the yield line PMs. • BCTED accepts the 19 feet for the distance between the crosswalk and the yield line PMs on the south leg. If BCTED may be of further assistance, please do not hesitate to contact us. Regards, 6 Lei B WARD c C)t ^:ri Lei Cai, P. E., PTO E Broward County Traffic Engineering Division 2300 W. Commercial Blvd, Fort Lauderdale, FL 33309 Tel. 954-847-2653 Fax 954-847-2700 Icai@broward.org www.broward.org From: Freddie Vargas<FVargas@CPC-Eng.com> Sent:Wednesday,September 11, 2019 5:02 PM To:Cai, Lei<LCAI@broward.org> Cc:Caratozzolo,Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng.com>; Gross,Sharon <SGROSS@broward.org>; 'engineering@daniabeachfl.gov'<engineering@daniabeachfl.gov> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined External Email Good afternoon Lei Cai:We revised the plans for the referenced project in response to your comments. Regarding the comment on sheet C2.2 here is our response: • Sheet C 2.2—Roundabout at the intersection of NW 2 Street and NW 12 Avenue ➢ There are no yield line pavement markings on the plan. The project scope doesn't include modifications to the roundabout other than the pedestrian crossings which is the intent of the project. No changes to the existing stripping is been added. ➢ In roundabout design, the crosswalk should be minimum of 20 feet from the yield lines, which allows enough space for the queuing of a vehicle.The northbound crosswalk is required to be a minimum of 20 feet from the roundabout yield lines. Please show the distance between the northbound yield line and crosswalk. We agree with this comment; however, due to field drainage inlets and a private house driveway, we are not able to obtain the 20 feet as indicated. We adjusted the crossings and obtained 19 feet from the roundabout yield line. We consider that the modified design is adequate. Thanks Freddie Vargas, P.E. Senior Traffic/Transportation Manager C;zc e� From:Cai, Lei Finailto:LCAI@broward.org] Sent:Tuesday,August 13,2019 9:30 AM To: 'engineering@daniabeachfl.gov'<engineering@daniabeachfl.gov> Cc:Caratozzolo, Carmelo<CCARATOZZOLO@broward.org>; Dan Tintner<DTintner@cpc-eng com>; Freddie Vargas 7 <FVargas@CPC-Eng.com>; Gross,Sharon<SGROSS@broward.org> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Dear Mr. Keyser, The Broward County Traffic Engineering Division (BCTED) provided the following general comments: (1) The plans reference the installation of solar powered button activate flashing LED sign at the uncontrolled pedestrian crossing locations. The installation pedestrian warning signs at an uncontrolled crossing should accommodate both points of the crossing, especially if the sign is button activated. There are several locations that include a button activated sign, however,the opposite corner of the intersection does not include the same button activated sign.The following are locations that appear to be missing a button activated sign on the opposite corner: • Sheet C 3.1—NW 2 Street and NW 8 Avenue ➢ The westbound pedestrian crossing sign assembly is missing for the crosswalk on the west leg (crossing from the NW corner to the SW corner). ➢ The eastbound pedestrian crossing sign assembly is missing for the crosswalk on the east leg (crossing from the SE corner to the NE corner). • Sheet C 3.1—NW 2 Street and NW 7 Avenue ➢ The northbound pedestrian crossing sign assembly is missing for the crosswalk on the north leg. ➢ The southbound pedestrian crossing sign assembly is missing for the crosswalk on the south leg. • Sheet C 3.2—NW 2 Street and NW 6 Avenue ➢ The westbound pedestrian crossing sign assembly is missing for the crosswalk on the west leg. ➢ The eastbound pedestrian crossing sign assembly is missing for the crosswalk on the east leg. • Sheet C 3.3—NW 2 Street and NW 5 Avenue ➢ The northbound pedestrian crossing sign assembly is missing for the crosswalk on the north leg. ➢ The southbound pedestrian crossing sign assembly is missing for the crosswalk on the south leg. • Sheet C 1.2- Dania Beach Boulevard and NW 7 Avenue: ➢ There are new mid-block crossing, new southbound yield line marking, new southbound Yield Here to Peds (111-5) sign. Per the FDOT Traffic Engineering Manual, an engineering study should be performed before a marked crosswalk is installed at a location away from a traffic control signal or an approach controlled by a STOP or YIELD sign. Has a study been completed justifying the mid-block crossing? • Sheet C 2.2—Roundabout at the intersection of NW 2 Street and NW 12 Avenue ➢ There are no yield line pavement markings on the plan. ➢ In roundabout design, the crosswalk should be minimum of 20 feet from the yield lines, which allows enough space for the queuing of a vehicle.The northbound crosswalk is required to be a minimum of 20 feet from the roundabout yield lines. Please show the distance between the northbound yield line and crosswalk. (2) Proposed ped sign located on the SW corner of the intersection of NW 2 Street and NW 8 Avenue is located behind a utility pole,which is not ADA accessible for pedestrians crossing from the SW corner. (3) Please ensure that all button activated signs are ADA accessible. 8 (4) Yellow/Yellow RPMs along the solid double yellow center line markings are shown 40 feet on-center. However, the label was revised to 20 feet on-center on all sheets. Please see additional comments in the attached file.Since the file is too big to be send in one e-mail. I separated it into two.This is Part 1,and Part 2 will be sent in another e-mail. If BCTED may be of further assistance, please do not hesitate to contact us. Regards, Lei BR -WARD Lei Cai, P. E., PTOE Broward County Traffic Engineering Division 2300 W.Commercial Blvd, Fort Lauderdale, FL 33309 Tel. 954-847-2653 Fax 954-847-2700 Icai@broward.org www.broward.org From:engineering<engineering@daniabeachfl.gov> Sent: Wednesday,August 7, 2019 4:03 PM To:Gross,Sharon<SGROSS@broward.org>;Caratozzolo, Carmelo<CCARATOZZOLO@broward.org> Cc: 'Dan Tintner'<DTintner@cpc-eng.com>; 'Freddie Vargas'<FVargas@CPC-Eng.com> Subject:RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined External Email: Do not reply,click links,or open attachments unless you recognize the sender's email address as legitimate and know the content is safe. Carmelo?????? Curt A. Keyser, P.E. Consultant Engineer I City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH Phone: 954-924-6800 x3615 I Fax: 954-923-1109 stair uvt n toNT It Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From:Gross,Sharon [mailto:SGROSS@broward.org] Sent: Monday,July 22,2019 5:38 PM To:Caratozzolo, Carmelo<CCARATOZZOLO@broward.org> Cc: 'Dan Tintner'<DTintner@cpc-eng.com>; 'Freddie Vargas'<FVargas@CPC-Eng.com>;engineering <engineerin @�daniabeachfl.gov> Subject: FW: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined 9 Good afternoon Carmelo: Please let Mr. Keyser know when your review will be completed. Thank you and have a good day. Sharon Gross Broward County Traffic Engineering Division 2300 West Commercial Blvd Fort Lauderdale Florida 33309 Hours: 7 am to 3 pm, Monday to Friday Tel: 954-847-2641 Fax: 954-847-2700 E-Mail: sgross@broward.org From:engineering<en ineerin @daniabeachfl. ov> Sent:Monday,July 22,2019 9:38 AM To:Gross,Sharon<SGROSS@broward.org> Cc: 'Dan Tintner'<DTintner@cpc-eng.com_>; 'Freddie Vargas'<FVargas@CPC-Eng.com> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined External Email Do not reply,click links,or open attachments unless you recognize the sender's email address as legitimate and know the content is safe. Sharon, How are you making out with this review? The submittal was made on May 6, and you indicted your review would be complete by May 31. Please advise. Thank you, 16 Curt A. Keyser, P.E. Acting City Engineer I City of Dania Beach engineering@daniabeachfl.gov I daniabeachfi.gov 1201 Stirling Road ( Dania Beach, FL 33004 DANIA BEACH phone: 954-924-6800 x3615 I Fax: 954-923-1109 s"irMntoMv. Please note:Florida has a very broad public records law.Most written communications to or from City officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From: Gross,Sharon [mailto:SGROSS@broward.org] Sent:Tuesday, May 21, 2019 1:04 PM To:engineering<engi nee ring @daniabeachfl.gov> Cc:'Dan Tintner'<DTintner@cpc-eng.com>; 'Freddie Vargas'<FVargas@CPC-Eng.com> 10 Subject: RE: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined Good afternoon Mr. Keyser: The review should be completed by May 31, 2019. Have a good day. Sharon Gross Broward County Traffic Engineering Division 2300 West Commercial Blvd Fort Lauderdale Florida 33309 Hours: 7 am to 3 pm, Monday to Friday Tel: 954-847-2641 Fax: 954-847-2700 E-Mail: sarossCcD-broward.org From:engineering<engineering@daniabeachfl.gov> Sent: Monday, May 20,2019 5:55 PM To:Gross,Sharon<SGROSS@broward.org> Cc: 'Dan Tintner'<DTintner@cpc-eng.com>; 'Freddie Vargas'<FVargas@CPC-Eng.com> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined Importance: High External Email: Do not reply, click links,or open attachments unless you recognize the sender's email address as legitimate and know the content is safe. Sharon, The attached was submitted on May 6. Do you think you'll have a chance to review it this week? Please advise. Thank you, Curt A. Keyser, P.E. Acting City Engineer I City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH phone: 954-924-6800 x3615 I Fax:954-923-1109 Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From: engineering Sent: Monday, May 6, 2019 4:21 PM To: 'Freddie Vargas'<FVargas@CPC-Eng.com>;Gross,Sharon<SGROSS@broward.org> 11 Cc:Dan Tintner<DTintner@cpc-eng.com> Subject: RE: City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations -FDOT#438282-1-58-01. BCTED#To Be Determined Sharon, Pursuant to your email of 4/26 and our conversation on Friday 5/3, please find attached the requested letter and the revised plans for your review and consideration. As a reminder,this project has previously been reviewed and approved by your department. The modifications are largely"cosmetic" although they will greatly enhance the uniformity and operations of the project. We have not added or deleted any crosswalks or traffic control devices, or anything else,for that matter. We have simply re-oriented some crosswalks and re-configured a couple of sidewalks. Please feel free to contact either me or Freddie Vargas,our consulting engineer with Carnahan, Proctor, and Cross, should you have any questions. Thank you, Curt A. Keyser, P.E. Acting City Engineer I City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DANIA BEACH phone: 954-924-6800 x3615 I Fax: 954-923-1109 stAtt UA rt I(NE it. Please note:Florida has a very broad public records law.Most written communications to or from City officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From: Freddie Vargas [mailto:FVargas@CPC-Eng.com] Sent: Friday, April 26, 2019 2:04 PM To: Gross,Sharon<SGROSS@broward.org> Cc: engineering<engineering daniabeachfl.gov> Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. BCTED#To Be Determined Thank you Sharon. I will get it from the City. I am copying the acting City Engineer to get you that letter. Thanks again Sharon. Freddie Vargas, P.E. Senior Traffic/Transportation Manager �r From:Gross,Sharon [mailto:SGROSS@broward.org] Sent: Friday,April 26,2019 12:23 PM To: Freddie Vargas<FVargas@CPC-Eng.com> 12 Subject: RE:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations- FDOT#438282-1-58-01. BCTED#To Be Determined Good afternoon Mr. Vargas: The plan submittal must be accompanied by a letter from the City Engineer approving the plan and acknowledging that the City of Dania Beach will be responsible for reviewing and approving the traffic control devices, shown on the plan, that will not be maintained by Broward County. The letter should also acknowledge that the City shall be responsible for inspecting and accepting these traffic control devices for maintenance by the City of Dania Beach. Have a good day. Sharon Gross Broward County Traffic Engineering Division 2300 West Commercial Blvd Fort Lauderdale Florida 33309 Hours: 7 am to 3 pm, Monday to Friday Tel: 954-847-2641 Fax: 954-847-2700 E-Mail: sclross _broward.org From: Freddie Vargas<FVargas@CPC-Eng.com> Sent: Monday,April 22, 2019 4:17 PM To:Gross,Sharon<SG ROSS@ browa rd.org> Subject:City of Dania Beach CRA Multi-Modal Enhancement Project-Various Locations-FDOT#438282-1-58-01. External Email: Do not reply,click links,or open attachments unless you recognize the sender's email address as legitimate and know the content is safe. Good afternoon Sharon: CPC completed a series of revisions of the plans previously approved by BCTE Division. Attached is the latest revisions for your review and or approval. Should you have any questions please contact me at your convenience. Thanks Freddie Vargas, P.E. Senior Traffic/Transportation Manager c;=c PFMCTMgCFW� 814 S. Military Trail Deerfield Beach, FL 33442 Offices I Deerfield Beach I Orlando C: 954-655-7740 i O:954.972.3959 x 131 FVargas@CPC-Eng.com i cpc-eng.com 13 Please consider the environment before printing this e-mail or attachments This communication and any attachments to this are confidential and intended only for the recipient(s).Any other use,dissemination,copying,or disclosure of this communication is strictly prohibited.If you have received this communication in error,please notify us and destroy it immediately.Carnahan Proctor Cross,Inc.is not responsible for any undetectable alteration,virus,transmission error,conversion,media degradation,software error,or interference with this transmission or attachments to this transmission. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public 14 records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. Under Florida law, most e-mail messages to or from Broward County employees or officials are public records, available to any person upon request, absent an exemption. Therefore, any e-mail message to or from the County, inclusive of e-mail addresses contained therein, may be subject to public disclosure. 15 Nestor Santana From: Freddie Vargas <FVargas@CPC-Eng.com> Sent: Wednesday, February 26, 2020 4:22 PM To: Nestor Santana Subject: FW:CRA Multimodal Enhancement Attachments: 170610 Dania Beach CRA Multimodal Enhancements-C 1.2.pdf, 170610 Dania Beach CRA Multimodal Enhancements-C 1.3.pdf, 170610 Dania Beach CRA Multimodal Enhancements-C 1.4.pdf FYI Freddie Vargas, P.E. Senior Traffic/Transportation Manager C- CARNAHNPROCTORkl A . From: engineering [mailto:engineering@daniabeachfl.gov] Sent:Sunday,April 7, 2019 10:48 PM To: Freddie Vargas<FVargas@CPC-Eng.com> Subject: RE:CRA Multimodal Enhancement See attached. Please make these revisions. Most of these noted revisions were previously noted. Please call me if you have any questions. Thank you, Curt A. Keyser, P.E. Acting City Engineer I City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 rr rr. stAifi uvt BEACHsere Phone: 954-924-6800 x3615 I Fax: 954-923-1109 Please note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From: Freddie Vargas [mailto:FVarl?as .CPC-Eng.com] Sent: Friday,April 5,2019 1:17 PM To:engineering<eneineerin daniabeachfl.gov> Subject: RE:CRA Multimodal Enhancement 1 If you want mark up the plans and we will address them ASAP. We are completing the changes from your last time comments and making judgment in some of the new issues due to the changes. I want you to be in line with us so that we have a great product. Thanks. I will be her until 5:15 today. Freddie Vargas, P.E. Senior Traffic/Transportation Manager 4c;zc From:engineering [mailto:engineering@daniabeachfl.sov] Sent: Friday,April 5,2019 12:45 PM To: Freddie Vargas<FVargas@CPC-Eng.com> Subject: RE:CRA Multimodal Enhancement Freddie, I have reviewed. I have a number of comments, but I'm tied up for the next several hours. I'll try to call you today or early Monday. Thanks, Curt A. Keyser, P.E. Acting City Engineer I City of Dania Beach engineering@daniabeachfl.gov I daniabeachfl.gov 1201 Stirling Road I Dania Beach, FL 33004 DA�NIA BEACH phone: 954-924-6800 x3615 I Fax:954-923-1109 SEAPlease note:Florida has a very broad public records law.Most written communications to or from City Officials regarding City business are public records available to the public and media upon request.Your e-mail communications may therefore be subject to public disclosure. From: Freddie Vargas [mailto:FVargas@CPC-Eng.comj Sent:Thursday,April 4,2019 3:26 PM To: engineering<engineering@daniabeachfl.gov> Subject:CRA Multimodal Enhancement Curt: Attached is the first 3 sheets with the plans revised. Please take a look at the pedestrian crossing relocation on 7th avenue north side (page C 1.2). 1 think that this solution provides all the elements and enhance the plans.We are on the way with the other changes. Please provide your notes as soon as you can so that we are sure that we are responding to your comments properly. Thanks Freddie Vargas, P.E. Senior Traffic/Transportation Manager 2 Ca , PACOUrCM&ram •. 814 S. Military Trail Deerfield Beach, FL 33442 Offices I Deerfield Beach I Orlando C: 954-655-7740 1 O: 954.972,3959 x 131 FVari;as@CPC-Eng.com I epc-eng.com Please consider the environment before printing this e-mail or attachments This communication and any attachments to this are confidential and intended only for the recipients).Any other use,dissemination,copying,or disclosure of this communication is strictly prohibited.If you have received this communication in error,please notify us and destroy it immediately.Carnahan Proctor Cross,Inc.is not responsible for any undetectable alteration,virus,transmission error,conversion,media degradation,software error,or interference with this transmission or attachments to this transmission. 3 R1-5 SIGN 1 ENHANCED CROSSWALK: BCTED#17120806 25 LF OF 8" DOUBLE YELLOW PROP. YIELD LINE 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL THERMOPLASTIC WITH Y/Y RPMS O 20' O.C. 1T 2 PAST SEN S CBE DIAGONAL HERRINGBONE WTH SOLDIER STA:26+80.20 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE OFF;54.00'L PROP. MILLI &RESURFACING (TYP. DETECTABLE WARNING SURFACD PROP. 5' CONC. SIDEWALK(TYP.) 12' SOLID WHITE THERMOPLASTIC(TYP.) 1. "LIQUID'DETECTABLE WARNING OR APPROVED EQUAL $ MATCH E)aST. CONIC. SIDEWALK 2. COLOR SHALL BE STANDARD YELLOW. STA.26+78.91 STA:27+11.04 ADDITIONAL NOTES: OFF:49.17'L OFF:46.31'L 1. CONTRACTOR SHALL COORDINATE WITH FDOT REGARDING PROJECTS 429575.2(MICH RUNS NORTH/SOUTH ON US1, EX. "STpp^ PROP. DETECTABLE ' EAST OF THIS PROJECT)AND 439544.1 (WHICH RUNS 20 O 2D SIGN WARNING SURFACE(TYP.) T! EAST/WEST ALONG GRIFFIN ROAD JJST NORTH OF THIS MATCH EXIST. CONC. SIDEWALK 25 LF OF 6' DOUBLE TO REMAIN r' ' 2 CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL d YELLOW THERMOPLASTIC PROP. 5' CONC. RESIDENTIAL PROPERTIES AT ALL TAMES CONTRACTOR SHALL SCALE IN FEET WITH Y/Y RPMS O 2 ' 1 SIDEWALK (TYP.) I PROVIDE MOT PLANS TO FDOT&ENGINEER OF RECORD. £ 5' CONIC. S/14 r STA.27+09.57 i NOTES: F" H m p OFF:41.26'L 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO RAW'88. LL.- (0 17 LF OF 24" SOLID : e'10 _____ __ 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL. - Q WHITE THERMOPLASTIC i --5 CONIC 5/W R10-15R y� BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR ft Z = (THESE INCLUDE PAVEMENT MARKINGS SIDEWALK.UTIL MES.SIGNS,ETC.) (L F, ___--------- ..---" 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(3a)AND }} 50 LF OF 6"OOUBIE EX. "STOP" SIGN TOR AI RESURFACE( 7 PRIOR TO A6TALLA71pN OF PATTERNED PAVEMENT. W w 0 NTH Y/YTHERMOPLASTIC 20'O.C. -- -••••---•• 4. STOP BARSBROWARD QUAUNDTMCENTERUNE MARKMCS.S REVIEW OR AL OF THIS SHEET i5 LIMITED TO U u. ..-...-. - 17 LF OF 24' SOLID - _ BLVD 28 u�Z Z E.O.P./ WHITE THERMOPLASTIC -_ _ LEGEND Q<Q g (TYp.� Ft-11,q+ 5' co)4c. S/w ENHANCED CROSSWALKS Z~o CL -LF: OW STA28+08.64 q w O (.9 11 OF, SOLID PROP. 6' EN OFF:A51'R dC RAISED INTERSECTION O O Z WHI THERMOPLASTIC CROSSWALK .... ul STA:2645.67 '.'•''-'•'-'' MATCH ST. MILLING &RESURFACING 0.U W _ ......... a STA2 CONG CONIC. SFI WALK wo 2 W •.•.•.• OFF:21.11'R 1.31' - STA:25+97.01 SIDEWALK (TYP.) "•�'i+'•,:;.: SIDEWALK IMPROVEMENTS Q Z EX. "STOP" SIGN�.n^1 FF: - Ur TO BE RELOCATED �__ _mw uw DETECTABLE WARNING SURFACED Z 5' CONC. S/W 4' CONC. S .a. •�� STA 28+OB.34 SOD REPLACEMENT U W M CH EXIST. OFF:26.51'R s ^' -- - RIGHT-OF-WAY NYATCH EMST. C. SIDEWALK R $ CONC. SIDEWALK (TYP.) EX. "STOP" SIGN sop EX. PAVEMENT _ MARNGS (TYP.) STA:26+95.67 REMAIN co i TO RE :SMAIN o a STA•26+65.46 ! J OFF:26.34'R STA 29+34.77 3 +1 STA:29+61.77 u OFF.26.06'R I I T EX "STOP"SIGN OFF'25'42'L lo` 2 Q, - OFF:2S.62'L ' PROP.5' CONC. PROP. DETECTABLE WARNING TO BE RELOCATED SIDEWALK rF SURFACE(TYP.) saG 1 STA:26+87.51 REPLACE TWO(2) °^' REPLACE TWO 1 OFF:26.2TR « _-___ r 5' CONIC. S/W GS OF S/W ' T RELOCATED STOP SIGN "be 5'CONC. S I • 11 LF OF 24" SOLID - Tti ""4 pEr STA29+24.91 11 LF OF 24- +^ PROP, EDGE OF PAVEMENT WHITE THERMOPLASTIC OFF:16.48'L 0"A SOLID WHITE u�w t 50 LF OF 6'DOUBLE er" .' THERMOPLASTIC STA29+8S.D3 YELLOW THERMOPLASTIC STA29+63.85 Z NTH Y1Y RPMS @20_O.G__-- °r1 E.O. . (TYP.) PROP. 6' ENHANCED OFF:21,03'L OFF:10.38'L J= - CROSSWALK (TYP.) D 30+0 ' - 29+0 aW DANIA BEACH BLY - 3 1 -FST1 '2 +19.15 12' SOLID WHITE Q OFF:20.35'p THERMOPLASTIC (TYP.) O € REPLACE ONE(1) 1 PROP.EDGE OF PAVEMENT B STi�29+53.30 R32 STA:29+77.73 LL MATCH EXIST. ��' OFF:19.90'R ,+ - OFF:10.39'R >h CONC. SIDEWALK 5' CONC. S E ONE(1)• PR0 .15'CONIC. I- eW 9+49.26 1' wco C 1.2 'c PROP. 5' CONC. + �Z' FLAG OF S/W STA:29+45.B8SIDEWALK (TYP.) W SIDEWALK k OF:24.93'R W X. "STOP" SIGN OFF:31.63'R STA:29+20.09 TO REMAIN Lo OFF:24.29'R 13 LF F124" SOLID D TO REMAINDO 6-DOUBLE YELLOW W W WHITE MDPLASTIC EX. PAVEMENT IBCTED#1712O8O6 TO AREMAIN ° •* 10 LF OF 24" EX. "STOP" SIGN / ^�a� 3 SOLID WHITE .0 THERMOPLASTIC TO REMAIN •>2 STA32+1845 REPLACE ONE(1 : . REPLACE ONE(1) �' •�' OF O S/W FLAG OF S/W g New Concrete12+F22.52 STA:31+82,82 4' Landing .33_L_ OFF:16.41'L- ¢+ •• ----- SIGN pW a3 WHI TMERMOP e' 5-CONIC. S/W ` TO REMAIN 5'CONIC, S W 50 LF OF 6"DOUBLE E.O.P. STA:30.92.40 •,I !Ll Z YELLOW ERMOPLASTIC _ OFF:23.871 ........... Q 9 DAN1A BEACH BLVD }ns 920' 11HERMO r�nP) i( Z31+0 ---+R-- F- F ,r----I PROP. S' U PROP. DETECTABLE ENHANCED >W Q U PROP. 5' CONC. WARNING SURFACE CROSSWALK .. ....... •' 0 y uO=Jl U SIDEWALK (TYP.) (TYP,) - (TYP)5 ¢" gPROP. 5- C N ,,•^ _ P, SIG - •• A:32+17.89 d 2 1- OFF:15.01' STA:32+20.05 LU U STA:30+67,86 STA:+30+93.91 _F�,WALK (nP•) a s FF• > 0 L� OFF:19.62'R OFF:19.62'R o" e' - =LL 0 fq `4.- '-oRv _ v • aw-wry-ar-a80NCr^.agdNF-my- U 2 a L b W CN a e-' .4' y. '•'•5,• '• If+(ATCH EXIST. w Z� Z •• STA:30+95.40 OFF:24.62'R EX,ASPHALT EX. WOODEN PO CONIC. SIDEWALK °�C-I Q _ s U TO BE REMOVED TO REMAIN g,b° PROP. S'CCNC. `-C p d Z ti r STA:31+74.82 r SIDEWALK(TYP.) Q y O (D LLJ r STA:30+70.01 OFF:24.61'R r .p a EX. "STOP" SIGN o Wp 2 Z LL! OFF:24.62'R TO BE RELOCATED LU? W Z ' l STA:32+09.00 r r Ln OFF:28.66'R p Z L J I STA:32+04.79 LU 50 LF OF 6' DOUBLE r U (D (n f YELLOW THERMOPLASTIC ' OFF:26.24'R Z r WITH Y/Y RPMS Q 20' O.C. 13 LF OF 24"SOUD V LU r WHITE THERMOPLASTIC PROP. MILLING& ' RESURFACING(TYP.) s I 6 / r � tx ENHANCED CROSSWALK: 20 20 =°-R 1• PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL ?E 2 PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER COURSE BORDER. SCALE IN FEET E$ I COLOR: TENTATIVELY CLAY SUBJECT TO CHANCE o#•, LEGEND DETECTABLE WARNING SURFACE: 1. 'LIQUID"DETECTABLE WARNING OR APPROVED EQUAL ® ENHANCED CROSSWALKS Z COLOR SHALL BE STANDARD YELLOW. R ADDITIONAL NOTES: RAISED INTERSECTION z 1. CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING MILLING &RESURFACING PROJECTS 429575,2(WHICH RUNS NORTH/SOUTH ON US1. EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS `.•e%,+;,'.;: SIDEWALK IMPROVEMENTS EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS d PROJECT). DETECTABLE WARNING SURFACE 2 CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL SOD REPLACEMENT PROVIDE MOT PLANS TO FDOT&ENGINEER DF RECIX20. ---- RIGHT-OF-WAY NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'a& C 1.3 [ 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK.U71UTIM SIGNS.ETC.) 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(i.)AND RESURFACE(31')PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. 4. BROWARD COUNTY'S REVIEW OR APPROVAL OF THIS SHEET IS UMRED TO Tr- STOP BARS AND CENTERUNE MARKINGS. BCTIED 1$17120806 50 LF OF 6' I ENHANCED CROSSWALK: DOUBLE YELLOW PROP. MILLING& LEGEND 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL THERMOPLASTIC WITH Y/Y ® RESURFACING 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER I ENHANCED CROSSWALKS COURSE BORDER. 17O.C. .`, 11 LF Of 24"SOLID 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE, q WHITE THERMOPLASTIC RAISED INTERSECTION DETECTABLE WARNING SURFACE STA:3+36.23 MILLING &RESURFACING 1. LIQUID"DETECTABLE WARNING OR APPROVED EOUAL " STA:2+91.72 OFF:19.56'L 2. COLOR SHALL BE STANDARD YELLOW, t OFF:22.56'L PROP. DETECTABLE .".f-;+'•`.:. Y WARNING SURFACE(TYP. What are We dOin Wlth[hiS vement? ADDITIONAL NOTES: EX. 'STOP` ' PROP. 5' CONK. g ACE 1. CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING SIGN I SIDEWALK Why isn't it shown to be milled and re- PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON USI, TO REMAIN ST 43.7D 7 EAST OF THIS PROJECT)AND 4365+4.1 (WHICH RUNS SUrfaCed. EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS 3 REPLACE ONE (1) FF.21.41'L PROJECT). e MATCH EXIST. 2 CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL FLAG OF S/W +'� CONC. SIDEWALK RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL }- EX. DEAD PROVIDE MOT PLANS TO FDOT&ENGINEER OF RECORD. U F- END" SIGN w y d� O Q TO REMAIN ' 4' CONK. S/W ~ a';ONC. S40 /W }a + .� STA:3+46.67 LU 0 12" SU WHITE STA:3+41.22 �• _DFF:18.03'L 50 LF OF 6'DOUBLE =LL O STA:2+89.88 THERMOPLASTIC OFF:16.68'L TO Eli AIN YELLOW THERMOPLASTIC CC ' OFF:18.78'L +� ') --_ _ 0_P, TYP.Z WITH Y/Y RPMS O 20' O.C. f W Z Z _ Q m Q J +"'^ __ - - 15 LF OF 24" SOLID Q Q WHITE THERMOPLASTIC Z F-0 SW 1ST S PROP. MILLING& I 20 0 20 p w 0 Z PROP. 6'ENHANCED ,� ,� RESURFACING I w F- 4' �J STA:5+28.61 I J D .0 CROSSWALK (TYP.) SCALE IN FEET (L LU ,¢ OFF:2Z.45'L I w g LII EX. STOP" I TA:5+71.97 EX. 'NO J I� Q SIGN TO REMAIN FF.26.BO'L K�j C7 OUTLET' SIGN yo'+ �-0iN STA:5+75.74 `� Z TO REMAIN LU ASPHALT DRIVEWAY ASPHA DFF.27,72'L U �LDaPWEWAT ` STpA:57+g26�.589 s y STA:5+87.05 pNy�•tN✓- �'� CONK. S/W OP. DETECTABLE L •I 4' OFF.23.71;L- U g - SURFACE(TYP.) ••� a' CONC. S/W ,t F PROP. 5' CONC. STA:5+23.10 '`� 0 E 1 E sTA:4+16.68 MATCH EXIST. OFF:16.22'L FLAG OF S/W OFF:19.94'L I CONK. SIDEWALK SIDEWALK (TYP.) STA:5+20.56 STA:5+76.26 STA:4+16.18 I (TYp-) ,s OFf:10.06'L '" OFF.,1 - OFF:14.96'L a+ + PROP. 6' .^STA:5+2�02 �a e • :... ` 't" OFF:11.09'L CROSSWALK (TYP.) Extend Concrete tt 12"SOLID WHITE e,e % •••- - FLASHING SW 15I ST THERMOPLASTIC(TV ) _ apron t0 EDP I QA E.O.P. (TYP.) SOLAR POWERED LED PROP. OCAC. SIDEWALK 58 PROP. 5'EN�ANCED ��' STA:4+56.01 SIGN W/ New S/W abuttin ---4 - ° CROSSWALKS(7YP.) OFF-72.34'R }SIP- 9 15 LF OF TYPE V CURB G { +� 4+0 . a +, SW Sl T ST PROP. D EDP W/3'TRANSITION STA:5+37.44, E.O.P,PTYP.) 'g 12 SOLID iITE WARNING SURFACE( ) a TA:4+53.32 THERMOP TIC •-a' `4' CONK. s Move/extend the •50 ( ?z3.3 IDEWALK (TYP.)STA.,5+14.38 �,F $ ®? W landin 1 STA:4+60.17 •' °H -°v v - ST. 9 R wv_-,>w R °"�OF�'FS14.29'R OFF:10.50t ° CONC.SIDEWALK E EX. WOODEN•POLE STA:4+63.10 STA:5+17.98 ,p (TYP-) TO REMAIN .•w' �20FF:19.91-R STAB+04,67 OFF:16.05'R m+w-6(P^� EX+ STOP" SIGN OFF 37,83'R END"SIGN TO TO BE RELOCATED PROP. 5' CONC. STA:5+37.32 s, + BE RELOCATED MATCH EXIST. .• SIDEWALK OFF:15.67R _ ::' PROP. 5' CONK. .P CONK. SI STA:5+10.62f 7,94'R SIDEWALK (TYP,) a Widen the Slut W -'to ^$ TYP.) 4' CONK. S • OF � __ 3 --- NOTEM a 4' C_ONC. S + provide ADA accessible :4+57.20 I STA 5+10.54 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. 2 ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL c. C 1.4 A::36.320 clearance around pole �� OFF:40.30TZ STA:,1 63*R I OFF:41.70'R BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR OFF:36.32'R STA:47.1O'R OFF:41.63•R (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS,ETC.) STA:4+29.47 " ' �, OFF:47,10'R S ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(W)AND OFF;39.gOFF: 6'R�I/l EX. PAVEMENT I RESURFACE(- )PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. PAVEMENT I RESURFACE(- )PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. 50 LF OF 6` DOUBLE I MARKINGS I 4. BROWARD COUNTYS RENEW OR APPROVAL OF THIS SHEET IS LIMITED TO THERMOPLASTIC WITH Y/Y RPMS QI 20' :�tq 4 LF OF 24' SOLID WHITE THERMOPLA TIC STOP BARS AND CENTERUNE MARKINGS. T� ��am...iw.w..w. ' LI... BCTED#1712080650LF OF 6" ENHANCED CROSSWALK:DOUBLE YELLW MILLING& LEGEND i_ PATTERNED TE1gURED PAVEMENT OR APPROVED EQUAL THERMOPLASTIC I RESURFACING 2 PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER WITH Y/Y RPMS® r ENHANCED CROSSWALKS COURSE BORDER. y 11 LF OF 24" SOLID & COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE 20' O.C. 1 4• WHITE THERMOPLASTIC RAISED INTERSECTION n STA:3+36.23 DETECTABLE WARNING SURFACE: STA;2+91.72 r. OFF:19.56'L MIWNG& RESURFACING i_ LIQUID'DETECTABLE WARNING OR APPROVED EQUAL 2. COLOR SHALL BE STANDARD YELLOW. ¢ OFF:22.56'L PROP. DETECTABLE =Whatare 4 WARNING SURFACE (TYP. d0in WI1h ihlS avement? ADDITIONAL NOTES: EX. 'STOP" PROP. 5'CONC. g p CE 1. CONTRACTOR SHALL COORDINATE PATH FDOT REGARDING SIGNSIDEWALK hown to be milled and re- PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON USi,TO REMAIN EAST OF THIS PROJECT)AND 4365+4.1 (WHICH RUNSREPLACE ONE(1) SFF:21,43. 0 PROJECT). ALONG GRIFFIN ROAD JUST NORTH OF THIS X FLAG OF S/W ¢' MATCH EXIST. 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL S EX. 'DEAD CONIC. SIDEWALK RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL E- �. PROVIDE MOT PLANS TO FOOT&ENGINEER OF RECORD. U F- END" SIGN TO REMAIN w_ ^ 4' CON C. S/W O Z W 4•CyONC. S/W^ ti" a r b u STA:3+46.67 12" SOL@.r/WHITE STA:3+41.22 EX, FgFF:18.03'L I 50 LF OF S'DOUBLE 0 � THERMOPLASTIC OFF:16.68'L TO AIN J YELLOW THERMOPLASTIC U STA:2+89.BB 7YP. 2 WITH Y Y RPMS p 20' O.C. r `O rn C= OFF 18.78'L ,41+0 ) n --__ O.P .1 I m g- Q 13 LF OF 24'SOLJD q Q J WHITE THERMOPLASTIC Z H-p 0- SW 1ST PROP. MILLING& r 20 0 20 w Z RESURFACING r O- PROP. 5'ENHANCED .? e F STA:5+28,61 r UJ D: CROSSWALK (TYP.} SCALE IN FEET Q.p W OfF:22.45'L w g W '0 'r . c EX, STS Pj + TA:5+71.97 p Z EX. "NO !^x TO REMAIN FF.26,8D'L U U° OUTLET" SIGN ,�` �,,.pw v�'4" STA:5+75,74 Z TO REMAIN h AS DRIVEWAY ASPI-�AI l6rI+YEWAT STA:5+26.89 I' • ' OFF:27,72'L U W n" y t STA:5+81.05 a OFF:16.181 a r`L NC. S/W ROP. DETECTABLE '•ra OFF:23,7 -•°H'`! -- SURFACE(TYP.) ,"4' CDNC. S/W ., W 1D 0 E 1) STA:4+16.68 PROP. 5' CONIC, STA:5+23, w u MATCH EXI57. OFF:16.22'L FLAG OF S/W OFF:19.94'L r CONIC. SIDEWALK SIDEWALK (TYP.) STA:5+20.56 u STA:4+16.I6 r (TYp,) ^r OFF:10.06'L _ ^•, • - STF,5+76.2fi - OFF:14,96'L •+s .. •a+STA:5+2*6?02 PROP. 8' EN say < �. S.. a •• OFF:11.09'L CROSSWALK (TYP. EXtend Concrete u _ 12' SOLID WHITE (LASHING SW 1S ST d ^WD E.O.P. (TYP.)• •.•• SOLAR POWERED LED THERMOPLASTIC (TY,H.) apron 4o E©P S r x PROP. CO`�IC. SIDEWALK PROP. 6' ENf�ANCED : STA:4+66,01 SIGN W _ CRGSSWAL TYP. �b OFF:12.39'R / New SM abutting IS( ) +x _�- 15 LF OF TYPE'D' CURB PROP. D EOF W/3'TRANSITION STA:5+37.44 E.O.P.a(TYP.) ---�1"12" SOLID I1E SW 1ST ST WARNING SURFACE ( ) �� CFI TA:4+53.32 lip^,� 0 U I THERMOPLASTIC P •.e� r 4' CONC. S Move/extend the SD ( P. FP.23.3 ' DEWALK (TYP.)STA 5+14.38 Mv'en'' landing 4 STA:4+60,17 ••_'bMt�t -; . ^ -� 5.97 R SETA• y r "ST w r. EX. WOODEN•PALER v STA:4+63J0 OFF10.541 CONC. SIDEWALK 5 • I �••• OFF:14.29'R 5TA:5+17,95 ,� (TYP_ TO REMAIN 'R ;OFF:19.91'R STA• +04.67 ) S r OFF:16.05'ft -- °`° J EX.**J"STOP" SIGN OFF:37.83'R "z �m+'J- ND' SIGN TO TO BE RELOCATED PROP. 5' CONIC. STA:5+37.32 WV + BE RELOCATED MATCH EXIST. •�•'• � SIDEWALK OFF:15.87'R PROP. 5• CONC. •,'P CONIC. SI mJ • STA:5+10.62 SIDEWALK (TYP.) ,; Widen the Sl1N t0 ^¢ TYP.) 4' CONIC. S _OFF:37,94'R _ NOTES: 4' CONIC. S W provide ADA accessible :4+57.20 4 I 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. _ �1 STA;5+10.54 2 ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL +25.10 clearance around pole OFF:40.30'R STA:5+05.31 I OFF:41,70'R BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR OFF:36.32'R STA:4+51.74 OFF:41.63'R (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS,ETC.) STA:4+29.47 3 .,i' r ^, OFF:47.1 D'R 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(3'a)AND OFF:39•g8 R I U7 EX. PAVEMENT 1 RESURFACE(%)PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. 50 LF OF 6' DOUBLE Y1 ,�'/„. I MARK NOS 24" I A B EO ROWARD COUNTYS REVIEW OR APPROVAL OF THIS SHEET IS UMIT TO THERMOPLASTIC WITH 4 LF OF Y/Y RPMS®20 .0 „J SOLID WHITE THERMOPLATIC STOP BARS AND CENTERUNE MARKINGS._ 1 Evaluation of Quantities for Changes Dania Beach CRA Multimodal Enhancements Quantity Estimates Pa item Pa Item Bid (RF[001)SW Sth Avenue and Phlppen Waters Design Change Order 42 Solar Powered y y (RFI 004)Quantities (AEI DOS)Change Order q1 Current Unit Dania Beach Boulevard Page Modifiation Page Cx.5 Pedestrain Warning System Number Description quantities for October lS,Plans SW 1st Street and SW 7th Avenue CIA quantities Quantities CE.3 QuantPties . Quantttles Quarrtittes quantities Quantities South Side North Side per Bid Plans per 10/25/19 Quantities per Quantitiesper plans plans Changes Changes loll Mobilization(7%of total of all Items excluding items 1&2) tS 1.00 1-00 1021 Maintenance of Traffic(1,66 of total of all Items excluding Items 1&2) IS 1.00 1.00 011D 410 Removal of Existing Concrete SY 20733 221.44 10.00 9.33 9.56 3.33 9.55 01201 Regular Excavation CY 6,74 0327706 Milling Exist Asph Pavt,11/2"Avg Depth SY 31.33 115.00 0327 7019 Milling Exist Asph Pavt,3/4"Avg Depth SY 3,717.11 3,966.33 491.57 0327 70 20 Milling Exist Asph Pavt,3 3/4"Avg Depth SY 24.89 24,89 a334111 Superpave Asphaltic Concrete,Traffic A,SP-9.5{2 Lifts @ 1.5"per lift) TN 67.16 70,49 0394111 Superpave Asphaltic Concrete,Traffic A,SP•9.5(1 Lift @ 3/4"per lift) TN 153.33 163.n 20,28 04255 Manhole,Adjust EA 042582 Replace Grate EA D520110 Concrete Curb&Gutter,Type F LP 9.00 50.00 C.00 0100 113.00 0.00 0520 24 Concrete Curb,Type D LF 37.00 19.00 48.00 05222 Concrete Sidewalk and Driveways,5'Thick SY 686.78 743.00 94.33 131,00 147.67 79.67 7S.07 37.11 05272 Detectable Warnings SF 967,00 979.00 100.00 90.00 69.00 34.00 3730 57012 Performance Turf-$ad(St .Augustine) SY 721.67 745.44 79.11 8133 58.56 2.78 53.78 43,56 58025 Landscape-Relocate Tree,Trees>5" EA 0.00 0.00 4.00 4.00 0.00 700111 Single Post Sign,F&I Ground Mount,Up to 12 SF AS 12.00 12.00 700 150 Single Post Sign,Relocate AS zoo 10.00 7001 GO Single Post Sign,Remove AS 6.00 6.00 7063 Retro-Reflective Pavement Markers EA 10&00 82.00 071111123 Thermoplastic,Standard,White,Solid,1V(Crosswalks) LF 3,03700 3,056,00 071111125 Thermoplastic,Standard,White,Solid,24'(Stop Bars) LF 427.00 449.00 07111116C Thermoplastic,Standard,White,Message or Symbol EA 1,00 24.00 071111170 Thermoplastic,Standard,White,Arrow EA 8.00 8.00 071115201 Thermoplastic,Standard-Open Graded Asphalt Surfaces,Yellow,Solid,6" GM 0.34 0,38 Flashing Solar Powered LED Sign with push button(F&1) EA 26.00 34.00 34.00 Enhanced Crosswalks SF 10,272.00 9,843.00 e EXHIBIT`B" BID FORM C a "Sidewalks construction&reconstruction,pavement markings,signing,milling and resurfacing, removal of speed humps,raised intersections,curb and gutter" City Bid No.1.9-004". Pay Item Number4 City Bid No.19-OD4". Quantity Units Unit Price Extended Price } _ Roadviay' _ 1011 Mobilization(7%of total of all items excluding Items 1&21 1.00 Ls $ 28,445.98 $ 28,445.98 1021 Maintenance of Traffic(%5 of total of all Items excluding Items i&2) 1.00 LS $ 24,382.27 $ 24,382.27 0110410 Removal of Existing Concrete ' 207.33 SY $ 15100 $ 3,109.95 0327706 Mllling Exist Asph Pavt 11/2"Avg Depth 3133 SY $ 8.00 $ 250.64 D327 7019 Milling Exist Asph Pavt 3/4"Avg Depth 3,717.11 SY $ 5.00 $ 18,585,55 0327 70 20 Mliling Exist Asph Pavt,3 3/4"Avg Depth 24.89 SY $ 17.00 $ 423,13 E 0334111 Superpave Asphaltic Concrete,Traffic A,SP-9.5(2 Lifts @ 1.5"per Itft) 67.16 TN $ 195.00 $ 13,096.20 € 6334111 Superpave Asphaltic Concrete,Traffic A,SP-95(1 Lift @ 3/4"per Aft) 153.33 TN $ 195.00 $ 29,899,35 05202 4 Concrete Curb,Type D 37.00 LF $ 30,00 $ 1,110.00 05222 Concrete Sidevialk and Driveways,6"Thick 686.78 SY $ 75.00 $ 51,508.50 0527 2 Detectable Warnings 967.00 SF. $ 30.00 $ 29,D1o.00 57012 Performance Turf-Sod(St.Augustine) 731.67 SY $ 7.00 $ 5,121.69 8 700111 Single Post Sign,F&I Ground Mount,Up to 12 SF 1Z.00 AS $ 450,00 $ 5,400,00 $ 700150 Single Post Sign,Relocate 2.00 AS $ 250,00 $ 50040 700160 Single Post Sign,Remove 5.00 AS $ 125.00 $ 750.00 7063 Retro-Reflective Pavement Markers 108.00 EA $ 10.00 $ 1,080.00 s 071111123 Thermoplastic,Standard,White,Solid,12"(Crosswalks) 3,032.00 LF $ 3.00 $ 9,096.00 071111125 Thermoplastic,Standard,White,Solid,24u(Stop Bars) 427.00 LF $ 6.50 $ 2,775.50 071111150 Thermoplastic,Standard,White,Message or Symbol 1.00 EA $ 450.00 $ 450.00 071111170 Thermoplastic Standard,White,Arrow 8.00 EA $ 120.00 $ 960.00 t+ 071115201 Thermoplastic,Standard-open Graded Asphalt Surfaces,Yellow,Solid,6" 0,34 GM $ 61600.00 $ 2,24440 Flashing Solar Powered LED Sign with push button(F&1) 26,00 EA $ 3,800,00 $ 98,800.00 Enhanced Crosswalks 10,272.00 SF $ 12.87 $ 132,200.64 GRAND TOTAL LUMP SUM BID 459.199.40 4 FOUR HUNDRED FIFTY-NINE THOUSAND,ONE HUNDRED NINTY--NINE AND 40/100----------DOLLARS TOTAL AMOUNT WRITTEN IN WORDS END OF IIID FORM l� t i City of Dania Beach Acceptance Letter CITY OF DANIA BEACH, FLORIDA DANIA BEACH SEA It LIVE R LAVE It December 6, 2019 Mr. Andrew Sebo, P.E., Interim Director Broward County Traffic Engineering Division 2300 West Commercial Blvd Fort Lauderdale Florida 33309 Re: Dania Beach Community Redevelopment Agency Citywide Pedestrian Safety Project (CRA Multimodal Improvements) FDOT Fin Mgmt.#438282-1-58-01 BCTED# 190506061 Dear Mr. Sebo, As required by the Broward County Traffic Engineering Division to obtain final approval for the project, this letter provides assurance that the City of Dania Beach accepts responsibility for reviewing, approving, inspecting, accepting, and maintaining the proposed stamped asphalt crosswalk and crosswalk markings and the proposed flashing solar powered LED lights for the above-referenced project. Please don't hesitate to contact Colin Donnelly at 954.924.6800 x 3618, or me at 954.924.6808 x 3517, if you should have any questions. Sincerely, CITY OF DANIA BEACH farjorie9G. Craig, PE Deputy Public Services Director/City Engineer cc: Thomas J.Ansbro, City Attorney Antoine Johnson, Office Manager, Dania Beach Colin Donnelly, CIP and Grants Manager, Dania Beach Freddie Vargas, PE, Carnahan Proctor and Cross (design) David Romano, PE, RJ Behar& Company, Inc (construction engineering & inspection) CITY OF DANIA BEACH 1 100 W Dania Beach Boulevard,Dania Beach,FL 33004 1 DANIABEACHFL.GOV 1 954-924-6800 Revised Plans BCTED#19050606 4=,_ DANIA BEACHCITYWIDE PEDESTRIAN SAFETY PROJECT(CRA MULTIMODAL IMPROVEMENTS) LOCCATION # a FDOT FIN MGMT A38282-1-58-01 LLI FEDERAL-AID PROJECT LD418-112-B LLI 2 INDEX OF EXHIBITS LLI THE FOLLOWING ITEMS BRL-NOT REVIEWED QfL ACCEPTED J L BROWARD LU O COUNTY: I-I.L. SHEET NO. SHEET DESCRIPTION y c�" U d 1.REVIEW AND COUNTY TRAFFIC ENGINEERING DESIGN OR REVIEW DOES NOT INCLUDE A Z W CV 11. COVER ! t� ann a Pv!m R REVIEW AND ACCEPTABLE E THE HE CITY DESIGN OR OPERATION.THESE REAIS ARE TO KEY 1.0 KEY SHEEP-SOUTHEAST m Q J_ cw^xvx --- - BE REVIEWED AND APPROVED BY THE CffY ENGINEER. KEY 2.0 KEY SHEEP-NORTHWEST -_ m1a R'y' __ _. ''-NWro 3t�.:� .��..�� NE tnn Q LL.Q O KEY 3.0 KEY SHEET-NORTHEAST 2 BROWARD COUNTY TRAFFIC ENGINEERING DMSION D06 NOT REVIEW AND APPROVE,OR Z F U C 1.1 - 1.6 ENGINEERING PUN-SOUTHEAST m '- INSPECT AND ACCEPT THE FOLLOWING ITEMS FOR MAINTENANCE: PAVEMENT MARKINGS ON Q U)0 C 2.1 -2.2 ENGINEERING PLAN-NORTHWEST y Z ,� :_ i OR ADJACNTT TO PAVER BRICKS, PAINTED ASPHALT, STAMPED ASPHALT OR PAVEMENT O UJ •� NW Brh 51 C 3.1 -3.2 ENGINEERING PUN-NORTHEAST MARKINGS MADE OF PAVER BRICKS, RAISED INTERSECTIONS AND RELATED MARKINGS AND F C 4.1 -4.1.1 GENERAL NOTES,SPECIFICATIONS k TTCP REQUIREMENTS n�,...a Qe c SIGNING,UN-WARRANTED MID-BLOCK CROSSWALKS AND RELATED MARKINGS AND SIGNING, W J C 4.2-4.6.2 ENGINEERING DETAILS Nw Ttn a! '� UN-WARRANTED CROSSWALKS AND RELATED MARKINGS AND SIGNINGS, a 7 inmai RWca or oia c,�tr,n.va - PAINTED/DECORATIVE CROSSWALKS, RAISED CROSSWALKS AND RELATED MARKINGS AND j Ui 2 C . SIGNING,BUNKER SIGNS,RECTANGULAR RAPID FLASHER BEACONS AND RELATED MARKINGS W Trd Tar <' AND SIGNING, ON -STRE7T PARKING AND RELATED MARKINGS AND SIGNING, IN-ROAD Nv aSt : o UGHRNG AND RELATED MARKINGS AND SIGNING, GREEN BIKE LANES, FLEXIBLE AND U v w DELINfi1TOR5, DECORATIVE SIGNS A DECORATIVE SIGN POSTS, PLANTERS, ON-SITE PROJECT LOCATION �Yan = a u i PAVEMENT MARKINGS AND SIGNING,OFF-SITE PAVEMENT MARKINGS AND SIGNING IN RIGHT i is TAN 2nasm v v a N¢.f.n OF WAY THAT IS NOT DEDICATED FOR PUBLIC USE,SIDEWALK WORK OR ASPHALT WORK. U r L a' R an4 3.THE CITY ENGINEER IS RESPONSIBLE FOR THE REVIEW AND APPROVAL OF THE DESIGN AND OPERATION OF THE PROJECT, MID FOR THE INSPECTION AND ACCEPTANCE OF THE i tJ u ^HE tat al FOLLOWING ITEMS THAT WILL BE MAINTAINED BY THE CTTY: PAVEMENT MARKINGS ON OR g e!va Nw t.r st i F 3 f9 z ENE tst Trr ADJACENT TO PAVER BRICKS, PAINTED ASPHALT, STAMPED ASPHALT, OR PAVEMENT F _ MARKINGS MADE OF PAVER BRICKS, PAVEMENT MARKINGS ON OR ADJACENT TO PAINTED DAni _ -- ASPHALT, RAISED INTERSECTIONS AND RELATED MARKINGS AND SIGNING, UN-WARRANTED w w aAn;a Srxh e!vepN4 "' MID-BLOCK CROSSWALKS AND RELATED MARKINGS AND SIGNING, UNWARRANTED i a sE Par.St CROSSWALKS AND RELATED MARKINGS AND SIGNING, PAINTED/DECORATIVE CROSSWALKS, - F RAISED CROSSWALKS AND RELATED MARKINGS AND SIGNING,BUNKER SIGNS,RECTANGULAR atY tct9t y yi e''E tat St RAPID FLASHER BEACONS AND RELATED MARKINGS AND SIGNING, ON-STREET PARKING .� v ':I AND RELATED MARKINGS AND SIGNING. IN-ROAD LIGHTING AND RELATED MARKINGS AND pA� SIGNING,GREEN BIKE LANES,FLEXBBLE DELINEATORS, DECORATIVE SIGNS AND DECORATIVE wo. F'j se ine a! s' SIGN POSTS,PLANTERS,ON-SITE PAVEMENT MARKINGS AND SIGNING,OFF-SITE PAVEMENT Y w`c Latwi,eR Rd W MARKINGS AND SIGNING IN RIGHT OF WAY THAT IS NOT DEDICATED FOR PUBLIC USE _ SIDEWALK WORK AND ASPHALT WORK. T$rI SW Ye St 1! SE NdSt Oa! O � LOCATION MAP FINAL PLANS 10/25/19 `� ul N.T.S. ENGINEER OF RECORD: DAN TINTNER, P.E. 5 N LOCAL AGENCY p� o. 39656 CITY OF DANIA BEACH -aY 10 STATE OF 1201 S®ROCd 0nECv 1.0 D=Bow FL33004 �i0 OR 0) S`. DANIA BEACH " SEA Q.LIVE IT LOVE IT P Q:954-924-6808 �tJ N 0 ❑�❑.d m®Q7m®® IN —— ——— L BCTED#190506061 I I NW 1ST ST —_ W -- �s+W� I T o , ---i--- ---* -- Q i Q / 150 0 150 ---- I __ _ -- l� m ——— _ —— — ~ e3 SCALE IN FEET - ~ I '_I — --'—I--- ---�-- —_ 11 o € O 1— I 1 I I I ,; ;Ih• 1 3 ¢ W W 0 VU)I m --- ;.Ifs, I 1 I Q w� W SHE T /, C /1.2 ; /- �—- o o co H =� - -- -- W w c— f i]/ I I I I / F I I f I / w9k .�k I olmo,, I I � I �• IA 71 $HEET SH ET fi S E � -- — J — SW 1ST STCH—ED. DT — I onM I I \I / / / I I eo E � Y 1.0.E KEY I I I I I I — I BCTED#19050606 I NW 2ND TER w l� xsm / 150 0 150 SCALE IN FEET a F g I I I ILL, co LL__ •NW 2ND ST D > w m U Q '1 Q Z I---- - - O w W __ 1 ZF AJ �_- - I -- I 0-j 2 Lu cn -�---� - ---�-- , - I w 2 �- -- I I sy N --�-_ 3. - •- Z -- Z I Z I- G I I 1 �- II I I 1 aeyp 211 I 1 ' lIZ- w pp I ----------- I I I --' KEY 2.0 -- ppNN BCTED#190506067 I I I I I I I I I __ < ----I�-----T__J ---- NW 3RD TER _ I I I IWI I I I I]I I I I1 1 / I I Q I �--{_ m a W I L— I� / 150 0 150 I I I — CO I I I IUI I I I I I —r SCALE IN FEET _ —LJ -- NW 3RD ST _ Z. ED Q > W -� 0 a WZ� ° m Q J Qa'Q -- ZF'� 1 I m ' I I Q/n 0 LU -- IQI Q Q -- -- I(( a� C4 _ -- -- -- 2 I! r w >- = -- -- -- -- I 0 Q W ---- -- Go -- -- 3 I -- I 1 -- -_•_� INW 2ND Toz "7 Ul / -- -- / u I __ I scue. wsxawx r _ oeacx rc KEY 3.0 I II ENHANCED CROSSWALK: I I BCTED#19050606 50 LF OF 6' 1. PATTERN EO TEXTURED PAVEMENT OR APPROVED EQUAL. DOUBLE YELLOW PROP. MILLING & RESURFACING 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER THERMOPLASTIC (LIMIT: END OF DOUBLE YELLOW COURSE BORDER. PAVEMENT MARKING) ' 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. WITH Y/ ®40' O.C. STA:22+25.10 DETECTABLE WARNING SURFACE: STA:21+51, ® OFF:43.191 1. UQUID"DETECTABLE WARNING OR APPROVED EQUAL OFF:44.33'L X. "STOP" U: STA:22+29.84 a E 2. COLOR SHALL BE STANDARD YELLOW. ."' MATCH EXIST. SIGN ', •' ",a OFF:41.45'L 10 REMAIN ADDITIONAL NOTES: CONC. SIDEWAL "i. 5' CpNC. S/W s 1. CONTRACTOR SHALL COORDINATE NTH FDOT REGARDING __ � +16.17 „ �Z PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1, '--' F:26.54'L 'J EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS 5' CONC. S/W •_10 52 MATCH EXIST. CONC. SIDEWALK EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS STA:21+46.78 PROJECT). ST 2 1�_ •89'L PROP. 5' CONC. SIDEWALK (TYP.) 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL OFF:42.i9'L ,•, OF. L 4" 4 STA:22+20.58 9 d RESIDENTIAL PROPERTIES AT ALL TIMES. CONTRACTOR SHALL PROP. DETECTABLE 5'. OFF:24.1 AIL PROP. W17-01 "SPEED PROVIDE MOT PLANS TO FOOT&ENGINEER OF RECORD. WAR#ING SURFACE (TYP.) STA:22+'20.06 HUMP" SIGN W/Wi6-9p *' OFF:15.131 "AHEAD" SIGN F- EX. "SPEED HUMP STA:21+58.18 PROP. Wtt-02 FLASHING SOLAR U AHEAD" SIGNONC OFF:17.71'L *. POWERED LED SIGN W/Wi6-07PL win TO REMAIN PROP. W17-01 "SPEED p EX.CPOLEONC. v" ,"' HUMP" SIGN a� w F ,C- TO REMAIN ' 12 OSOLID WHITE 23+0 w> O 22+0 THERMOPLASTIC _ _ _----+-- 2 LL 0 21+o a DANIA BEACH BLVD ` _ -I--- - PROP. 6' ENHANCED U m -"'{'-- PROP. W11-02 FLASHING Z Z +-SPEED HUMP MARKINGS PER SOLAR POWERED LED SIGN ► CROSSWALK (TYP.) oD 4 J ---�---- ---- ��► STA:22+19.24,�, Q Q MUTCD FIG. 3B-29 ( 20,) W/W16-07PL 100' PROP. 5' CONC. SIDEWALK A Q U O (� A• MATCH EXIST. In w Z PROP. WI7-01 .) 1 CNC. EVF _�,-oxv-at<v-o+v-n{v-onv- w J PROP. W17-01 "SPEED HUMP" SIGN "SPEED HUMP" SIGN -® J o"v-�" ] W W/W16-9p "AHEAD" SIGN °HV'-mn-ONv a�w RSECTION OFF- 4 ' 5' CONIC. S/W-- W LU �� 5'toNC. S/W (REFER TO SHEET C 4.3 FOR,<DDETAILS _ _ > --- STA:22+14.20 STA:22+19.20 OFF:20.27'R OFF:20.31'R U W U EX. CONC. POLE U----- --'- -- EX. "SPEED HMP AHEAD" SIGN TO REMAIN EX. "SPEED 5' CONC. S/W,>" TO BE REMOVED c Q 3. HUMP" SIGN ems^ ,� TO BE REMOVED 30 � ^^ REMOVED E.O.P. (TYP,) DANIA BEACH BLVD 25+0 (MILLED & RESURFACED)I .n �. 24+0 ,,•__I_---,,o"_- 12" SOLID WHITE PROP. 6' ENHANCED ' F y I THF�RMOPLASTIC + CROSSWALK (TYP) 20 0 20 (TYP,) SEX. "SPEEDS- EX. DETECTABLE WARNING SURFACE ( y SCALE IN FEET off TYP.) o'u'"b �' �5 HUMP" SIGN TO REE�1 AIN y mv-ov-ov-m - OTO BE REEMOVE�v -®+v-a+v-MIv 5' CONC. S/W NOTES: 5' CONC. S/W °' 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. w 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL z EX. "STOP" SIGN BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR i TO REMAIN (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS,ETC.) EX. PAVEMENT MARKINGS 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(%)AND S LEGEND RESURFACE()4)PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. ® '1' TO BE REMOVED 4. 13ROWARD COUNTYS REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO ENHANCED CROSSWALKS 11 LF OF 24" SOLID STOP BARS,CENIERUNE MARKINGS, AMBER/AMBER RAISED PAVEMENT WHITE THERMOPLASTIC MARKERS ALONG THE CENTERUNE MARKINGS,STOP SIGNS,STREET NAME RAISED INTERSECTION / I SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS,SPEED HUMP SIGNS - PROP. MILLING &RESURFACING WITH AHEAD PLAQUES,AND DEAD END SIGNS.- MILLING & RESURFACING I (LIMIT: END OF DOUBLE 5. ANY SIGNS/SIGN ASSEMBLIES WILL BE INSTALLED OR RELOCATED AT I YELLOW PAVEMENT MARKING LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT.i.,•: SIDEWALK IMPROVEMENTS I ) C C 1.1 DETECTABLE WARNING SURFACE / 50 LF OF 6' DOUBLE YELLOW THERMOPLASTIC SOD REPLACEMENT 1 WITH Y/Y RPMS 0 40' y O. --- RIGHT-OF-WAY I ENHANCED CROSSWALK: BCTED#19050606 I / 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER / COURSE BORDER. 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. I ®I DETECTABLE WARNING SURFACE: 8 E z 50 LF OF 6" DOUBLE YE OW 1. "LIQUID'DETECTABLE WARNING OR APPROVED EQUAL. THERMOPLASTIC WITH Y/Y RPMS ®40' .C. 2 COLOR SHALL BE STANDARD YELLOW. ADDITIONAL NOTES: 11 LF OF 24" SOLID WHITE THERMOPLAS 1. CONTRACTOR SHALL COORDINATE WITH FDOT REGARDING t t 2 PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1, RELOCATED STOP SIG PROP. MILLING& RESURFACING (TYP.)/ EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS 20 O 20 STA:26+80.49 EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS PROJECT). OFF:35.991 STA:27+02.92 I 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL PROP. DETECTABLE OFF:35.87'L I RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL SCALE IN FEET a WARNING SURFACE (TYP) ,''PROP. DETECTABLE / PROVIDE MOT PLANS TO FOOT&ENGINEER OF RECORD. MATCH EXIST. CONC. SIDEWALK TYP. WARNING SURFACE (TYP..) MATCH EXIST. CONC. SIDEWALK (TYP.) NOTES: U 5' CONC. SJW 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. LU U) PROP. 5' CONC. SIDEWALK (TYP.) I 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL I Q PROP. 5' CONC. SIDEWALK (TYP.) . eh STA:27+03.59 BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR U Z W s"I ^?^QFE:.2q BTL ... __ __-- (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES.SIGNS,ETC.) d w LU EX. "STOP" SIGN' " I --r ----- 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED " AND CL w TO BE RELOCATED ��' S ® d' RESURFACE(34")PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. LU -- --STA:f�+77.38 > 4. 'BROWARD COUNTY'S REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO '=Iwi U O 50 LF OF 6" DOUBLE OFF:30.00' EX. "STOP SIGN TO REMAIN Q Of YELLOW THEIR ^. . ....................' STOP BARS,CENTERLINE MARKINGS,AMBER/AMBER RAISED PAVEMENT U C_ ® I CROSSWALK (TYP.) MARKERS ALONG THE CENTERLINE MARKINGS,STOP SIGNS,STREET NAME W Z Z WITH Y/Y RPMS ®40' O.C. i 12te'�MID WHITE SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS, SPEED HUMP SIGNS THERMOPLASTIC (TYP.) BLVD WITH AHEAD PLAQUES, AND DEAD END SIGNS.' m Q< J.. ...... ... Q� E.O.P.J 17 LF OF 24" SOLID 28 5. ANY SIGNS/SIGN ASSEM13UES WALL BE INSTALLED OR RELOCATED AT ❑ O- (TYP)V'WHITE THERMOPLASTIC 27+0 ----- LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. Q ti 0 (� 5' CO C. W w Z STA:28+A?8.64 w J 11 OF4,,,.f� SOLID PROP. 6' EN OFFgi,51'R a❑ W WHI THERMOPLASTIC CROSSWALK w g LLI STA:26Hs$5.67 MATCH EXIST. CONC. IDEWALK ❑ Z ......... •'f STA: •.• CONC. STA: +08.34 . •••••••••,; " OFF:21.11'R STA:26+97.01 EX. STOP" SIGN 0 1.31 FF-2 •R SIDEWALK (TYP.) F. U Z TO BE RELOCATED _aw aHv r ;' U W w+v-❑uv- -. ® '+� try' . 5' CONC S/.W "' 4' CONC S'W« o 4 MATCH EXIST. 6 LF OF 6" DOUBLE YELLOW THERMO. a '` X. PAVEMENT MARKINGS TO REMAIN MATCH EXIST. ,� CONC. SIDEWALK PROP. MILLING & RESURFACING I STA:29+61.55 a CONC. SIDEWALK (TYP) L PROP. DETECTABLE o (TYP•) ' ' STA:26+95.67 TO MAIN) STA:29+ .77 WARNING SURFACE i7 +' STA:29+27.77 STA:29+ 4.77. OFF:25.62'L STA:29+67.28 STA:26+65.46 1 ( OFF:26.34'R OFF:28.711 FF:2 42; I OFF:25.201 OFF:26.06'R tt I EX. "STOP" SIGN STA:29+31.59 v STA:29+72.66 �9E TO BE RELOCATED OFF:Z7.75'L OFF:25. 4' z ) m / PROP. 5 CONC. SIDEWALK `a ! I STA:26+87,51 __ e ----- CONC. S W REPLACE TWO 2 F= ' $h OFF:26.27'R 5' ONC. S W '�' ' ® FLAGS OF S/W "k / I RELOCATED STOP SIGN CE S W 11 LF OF 24 I¢�' STA:29+72.86 z / R26' OFF:21.02'L o.W 11 LF OF 24" SOLID „ STA:29+24.91 SOLID WHITE PRO EDG �$ WHITE THERMOPLASTIC OFF,16.48'L ° o' THERMOPLASTIC STA:29+63.8 z zq I 50 LF OF 6" DOUBLE - REPLACE ONE (1) E.O. /TYP.) PROP. 6' ENHANCED 0 :2. 3L YELLOW THERMOP FLAG OF S/W STA:29+19.17 30+0 WITH Y Y RPMS O 4.0�W.C. 29+0 �, OFF:20.35'R�RQSSWALI (TYP.) DANIA BEACH BIT.VD _ _ z 1-- ---I-+"' -�---- STA:29+88.03 Q I MATCH EXIST. CONC. 12 SOLID WHITE OFF:10.38'L SIDEWALK TYP.) LL s 1 THERMOPLASTIC (TYP.) D LEISENDI (STA:29+13.82 PRDP. EDGE OF PAVEMENT g ® FF:20.41 R ,h DOFF:19.90'R STA:29+77.73 ENHANCED CROSSWALKS PROP, 5' CONC. aa°i ° STA:29+49.26 m OFF:10.39'R U SIDEWALK v 20 OFF:24.93'R RAISED INTERSECTION I- T :• 'a, W . :25.1 R E (1) PROP. 5' CONC. MILLING & RESURFACING 5' CONC. S -STAiZsi3.33 I FLAG OF STA:29+45.88PR Fi. 5' (TYP.) V=j o�awg"C 1.2 SIDEWALK IMPROVEMENTS pF p g R OFF:29+4 R DETECTABLE WARNING SURFACE STAFFF29Z+5i6g59 TO REMAIN S N Lu SOD REPLACEMENT STA�Z9+Z0.09R I"L '4 15 LF OF 24" OLID cn RIGHT-OF-WAY 11 LF OF 6 DOUBLE WHITE THERM LASTIC LL W TH R 0. 6" U ELLLOW 10 L 0 2T_�bDb YMIfE-*/) BCTED#190506061 5 LF OF 6" DOUBLE YELLOW EX. PAVEMENT MARKINGS (THERMO.) m STA:31+87.90 TO REMAIN § I S 5 OFF:24.041 EX. "STOP" SIGN TOFF:28.25•L gg a�. o'P TA:F:28.2 06 REPLACE ONE (1) 3 STA:31+83.89 TO REMAIN 3 FLAG OF S/W y " OFF:24.05'L OFF:27.62' STA:31+82.75 STA:32+24.98 OFF:19.34'L OFF:23.35'L a s = STA:31+82.82 •32f24 QS ----- -----OFF:1641'L_ -- a^.' OFF:1E613'L" NTO REMAIN s O WHITE TH CONIC. S 2+24.66 5' CONIC. VW 50 LF OF 6' DOUBLE E.O.P. STA:3 92.40 0 F:16.30 L YELLOW ERMO OFF:23.87'L yg q A QIN MS 40' • R26 • R21' .. ............ 8! 3 REPLACE ONE (1) a DANIA BEACH BLVD FLAG OF S/W U F 32+0 (n LU 31+0 _ _ --- 12-S_OU6�WHITE O W U •- --I THERMOPLASTIC Of Z S --- OP PROP. DETECTABLE D_w 0: PROP. 5' CONC. WARNING SURFACE (�•) ....... D ~ �O SIDEWALK (TYP.) PROP. (1 > 0z. (TYPJ ePROP. 5' CON .............. ENHANCED ..'' LL 0 CROSSWALK A:32+17.89 O N STA:30+67.86 STA:H30+93.91 SIDEWALK (TYP.) TOP SI N • .a OFF:15.01' OFF-23 4B-R05 UQ a OFF:19.62'R OFF:19.62'R m `" W c� s-�+- -o �oasT�tw- +- Z m Z m Q J g 15(ATCH EXIST. Z ¢p d ~ STA:30+95.40 EX.ASPHALT EX. WOODEN POLE 0� _ GONG. SIDEWALK Q�w U' TO BE REMOVED TO REMAIN PROP. 5' CONC. Z lwil OFF:24.62'R w J 2 T STA:31+74.82 SIDEWALK (TYP.) a= LU (n STA:30+70.01 OFF:24.61'R I 4• EX. "STOP" SIGN LU g LU W / OFF:24.62'R I TO BE RELOCATED 20 0 20 p z STA:32+09.00 (n T OFF:28.68'R 50 LF OF 6" DOUBLE H STA:32+04.79 SCALE IN FEET U W YELLOW THERMOP OFF:26.24'R LEGEND I WITH Y/Y RPMS 040' O.C. ® / 13 LF OF 24" SOLID ® ENHANCED CROSSWALKS j WHITE THERMOPLASTIC I RAISED INTERSECTION / - PROP. MILLING & 0 RESURFACING (TYP.) MILLING & RESURFACING - SIDEWALK IMPROVEMENTS 01 I DETECTABLE WARNING SURFACE 5 o �� Nlf SOD REPLACEMENT 0 ENHANCED CROSSWALK: ---- RIGHT-OF-WAY =�5y 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL ✓r ffi 2. PATTERN SHALL BE DIAGONAL HERRINGBONE KITH SOLDIER � g COURSE BORDER. 91 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE NOTES: o. DETECTABLE WARNING SURFACE 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. _ 1. LIQUID DETECTABLE WARNING OR APPROVED EQUAL 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL 2. COLOR SHALL BE STANDARD YELLOW. BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR i (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK, UTILITIES,SIGNS, ETC.) z ADDITIONAL NOTES: 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(44")AND 1. CONTRACTOR SHALL COORDINATE MATH FOOT REGARDING RESURFACE(34")PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON USI, 4. EROWARD COUNTYS REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS STOP BARS,CENTERLINE MARKINGS,AMBER/AMBER RAISED PAVEMENT EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS MARKERS ALONG THE CENTERUNE MARKINGS,STOP SIGNS,STREET NAME PROJECT). SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS, SPEED HUMP SIGNS 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL WITH AHEAD PLAQUES,AND DEAD END SIGNS." RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL 5. ANY SIGNS/SIGN ASSEMBLIES WILL BE INSTALLED OR RELOCATED AT PROVIDE MOT PLANS TO FDOT&ENGINEER OF RECORD. LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. C 1.3 / -- BCTED#19050606 50 LF OF 6" ENHANCED CROSSWALK: DOUBLE YELLOW I PROP. MILLING & LEGEND 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL. THERMOPLASTIC RESURFACING 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER WITH Y/Y RP I ENHANCED CROSSWALKS COURSE BORDER. `+" 11 LF OF 24" SOLID 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. y E " 0' O.C. WHITE THERMOPLASTIC RAISED INTERSECTION a a DETECTABLE WARNING SURFACE: STA:2+91.72 I STA:3+36.66 ® MILLING & RESURFACING 1. "LIQUID"DETECTABLE WARNING OR APPROVED EQUAL OFF:19.271 SIDEWALK IMPROVEMENTS ADDI710NAL NOTES: 2. COLOR SHALL BE STANDARD YELLOW. OFF:22.561 PROP. DETECTABLE 3 WARNING SURFACE (TYP.) � EX. "STOP' �'{' DETECTABLE WARNING SURFACE 1. CONTRACTOR SHALL COORDINATE WITH FDOT REGARDING s 5 SIGN I\\\ PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1, TO REMAIN STA:3+46.13 SOD REPLACEMENT EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS == MATCH EXIST. OFF:18.65'L ____ EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS CONIC. SIDEWALK �- ;, MATCH EXIST. RIGHT-OF-WAY PROJECT). M1 2 CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL WALK RESIDENTIAL PROPERTIES AT ALL TIMES. CONTRACTOR SHALL EX, "DEAD '� STA:3+5 . 9 PROVIDE MOT PLANS TO FDOT&ENGINEER OF RECORD. U 1-- CND" SIGN �,. OFF:17.93 w a Q TO REMAIN 4 CONC. S/W p Z UJ 4 CONC. S/W '- :-3 .ST a ILu 2 2.7' PROP. 5' ONG. Lu> Q STA:3+41.22 SIDEWALK I 50 LF OF 6" DOUBLE =LL O 1n 12" SOLID WHITE OFF:76.68'L 0 YELLOW THERMOPLASTIC U Q d STA: :..� / _ WITH Y/Y RPMS 0 0. t �Z 2 Z ,;."OFF:19.36'L +�5+0(TYP•) ____-�__ --{- ry -- m Q Q J / 13 LF OF 24" SOLID J �----_------- E.O,P. (TYP:) WHITE THERMOPLASTIC Z pp 0_ EX. "NO SW 1ST S PROP. MILLING & I 20 0 20 Q(n O OUTLITT SIGt PROP ' ENHANCED RESURFACING I O p Z e3 . 6' �;' 1 W TO REMAIN "STOP" ofCROSSWALK TYP. EX. n,:) (TYP.) SIGN / SCALE IN FEET 2 W L^. W W TO REMAIN YYY""" �1'A:5+71.97 STA:5+28.61 FF:26.80'1- U (9 OFF:22.45'L STA:5+75.74 Z As u� E + 1, OFF:27.72'L W U +• owy 'T e�. :"' OFF:16.15'L O ,- PROP. DETECTABLE OFF:.. -• 5 4 CONC S/W ARNING SURFACE (TYP.) S/W u ° STA:4+16.6B MATCH EXIST, PROP. 108' OF 5' STA:5+23.10 0 1) m LL OFF:19.94'L CONC. SIDEWALK THICKENED EDGE OFF:16.221 FLAG OF S/ S OF STA 5+76.26 STA:4+16,28 I (TYP.) CONC. SIDEWALK ,,; -OFF:10.061 - OFF:15.95'L ,� SYA:4+21.15 __ ___----- - ° OFF•15. -- - 1 STA.5+7�g"02 PROP. 6' ENHAN Div » e a �+a OFF 11.09L CROSSWALK (TYP.) 12" SOLID WHITE a STA:4+18.15 >. PROP. SW 1 S W11-02 FLASHING ST 'PROP. 6' CE THERMOPLASTIC (TYP,:) +O .521 SOLAR POWERED LED ;a ___s __ - CROSSWALK (T j4a CROSSWALK (TYP.)D SIGN W/W16-07PL 5+ - F-TSRbP �•.B6' .{- po" � �. -- OF 5" 1 ® - TA:5+10. 6 THICKENED EDGE FOP Y 4+0 F'-- --�- STA:5+3744 ( P�) SW 1ST ST ®OFF:15.63'R CONC. SIDEWAL •a OFF- 12 SOLID V�IHITE PROP. DETECTA THERMOPLg5TIC TA:4+53.32 Yp FF'23.39'R WARNI fi 4' CONC o YV p STA:4+24.50 y.,( ,) OFF:19.74'R " ... - y. aru -ouv STA:4+19..09 ( 30' - ''• .- . MATCH EXIS{�1�. #@ EX. WOOUtNER *" T�{N,A+59.d+8 A: +10. 6 ® ° STA:5+37.32 CONC. SIDEWALK 5 OFF:23.19'R 0 :16.63'R ST,:5+25.0fi TIP TO REMAIN .,mSTA:4+60.46 ®. 1 QF�':15.49'R OFF:15.38'R ( ) EX. $D-EN9N SIGN OFF:23.84'R OFF:10.58'R TA:5+25.06 -?qE RELOCATED EX. "STOP" SIGN TO BE RELOCATED OFF:16.49'R NOTES: PROP. 5' GONG. 4' MATCH EXIST. CONC. 1. ELEVATIONS SHOWN HEREON ARE RE RENCED TO NAVD'88. SIDEWALK TYP.) SIDEWALK (TYP.) STA:5+20.02 2. ANY DAMAGES INCURRED AS A RES T OF THE CONSTRUCTION SHALL ® TO BE REMO 8' •-� 4' CONIC. S W __ OFF:10.5�R __ BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR "„ DI ra. + (THESE INCLUDE PAVEMENT MARKIN ,SIDEWALK, UTILITIES,SIGNS,ETC.) 1 3 A:4+57.20 . ALL PROPOSED ENHANCED CROSSW S SHALL BE MILLED(34")AND IN ---- TA:4+25.10 �`� a' OFF:40.30'R I RESURFACE(3'i)PRIOR TO INSTA ON OF PATTERNED PAVEMENT. �C 1.4 OFF:36.32'R I� STA:4+51.74 4. SROWARD COUNTYS REVIEW OR APP OVAL OF THIS SHEET IS LIMITED TO STA:4+29.47 3 OFF:47.1 O'R I STOP BARS,CENTERLINE MARKINGS, MBER/AMBER RAISED PAVEMENT OFF:39.88'R O7 '141LF OF 24" SOLID WHITE THERMOPLASTICS MARKERS ALONG THE CENTERLINE M KINGS,STOP SIGNS,STREET NAME 50 LF OF 6" DODUBLE I SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS,SPEED HUMP SIGNS THERMOPLASTIC WITH Y/Y RPMS ® 0 1 WITH AHEAD PLAQUES, AND DEAD SIGNS." `® 5. ANY SIGNS/SIGN ASSEMBLIES WILL B INSTALLED OR RELOCATED AT ENHANCED CROSSWALK: BCTED#19050606 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL LEGEND p 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER COURSE BORDER. ® ENHANCED CROSSWALKS 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. DETECTABLE WARNING SURFACE: RAISED INTERSECTION 1. 'LIQUID'DETECTABLE WARNING LL APPROVED EQUAL MILLING & RESURFACING NOTES: 2 COLOR SHALL BE STANDARD YELLOW. 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. p " ADDITIONAL NOTES: ) SIDEWALK IMPROVEMENTS 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL 1. CONTRACTOR SHALL COORDINATE WTH FDOT REGARDING BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR y y y 3 PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1, DETECTABLE WARNING SURFACE (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS,ETC.) ------- EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(%-)AND EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS SOD REPLACEMENT RESURFACE(34')PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. 20 0 20 PROJECT). ---- RIGHT-OF-WAY 4. 'BROWARD COUNTYS REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL STOP BARS,CENTERUNE MARKINGS,AMBER/AMBER RAISED PAVEMENT SCALE IN FEET a ° RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL MARKERS ALONG THE CENTERUNE MARKINGS,STOP SIGNS, STREET NAME PROVIDE MOT PLANS TO FOOT&ENGINEER OF RECORD. SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS,SPEED HUMP SIGNS y WITH AHEAD PLAQUES,AND DEAD END SIGNS.• 5. ANY SIGNS/SIGN ASSEMBLIES WILL BE INSTALLED OR RELOCATED AT LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. W U) O W ® �LU 2 8 LF OF 6' DOUBLE YELLOW(THERMOPLASTIC) }} I EX. PAVEMENT F LU I PROP. WI1-02 WHITE THERMOPLASTIC I TO RUNGS I 1:LL O / FLASHING SOLAR PROP. MILLING& I aO co a ' POWERED LED SIGN RESURFACING UI Z 2 Z I W/W16-07PL EX. "STOP" SIGN 12' SOLID WHITE m Q Q I TO REMAIN w I THERMOPLASTIC (TYP,) Q Q d / STA:7+42.38 I Z F O PROP. 6' ENHANCED F },�• STA:8+18.87 Q O C7 OFF:21.66'L o° CROSSWALK TYP. ,q, ® O u1 F Z MATCH EXIST. ( ) �' OFFPLACE'L ❑F I CONIC. SIDEWALK STAF:25.226 ^%' REPLACE ONE (1) W� D_ / OFF:25.20'L I o_O W I STA:7+37.39 REPLACE ONE(1)' - I ,i FLAG OF S/W __ Q 2 W Q Z �FF:21.71'L FLAG OF S ;�a,.,�• 4' CONIC. S W U Z 4' CONIC. S/W STA:8+23.56 y4' CONC. S/ <.;+' 0 RAISED PIMP. 5' CONIC. STA:7+80.30 OFF:17.14'L U W L1C TYP.) a. ,6 SPEED HUMP M RKINGS PER (REFER TO SHEET C 4.3 STAt`7+37.28 OFF:19.27'L,., PROS. DETECTABLE •� 3 MUTCD FIG. B-29 (TYP.) FOR DETAILS) OFF:11.40'L WARNING SURFACE 13 LF 0 ,24" SOLID r •••.r '' 20' (T'P,) EX. "STOP" g OPLASTIC ® PROP. W17-01 'SPEED SIGN F EX. PAVEMENT STA:7+41.97 STA:7+42.31 HUMP" SIGN TO REMAIN o MARKINGS OFF:R 40' $+0 TO RKIN N 7+OOFF:18.99'R PR�P _ ._.,��dNNANCEd----�----- - ) STK-7+36.97 CROSSWALK (TYP. S -� SW 1ST ST EX. PAVEMENT w - ///��'''PROP. EDGE OF MARKINGS say �• MATCH EXIST. TYP. � OFF:18.93'R / 'AVEE T ( ) ` NN E.O.P. TYP. N=- ( ) ' R25' STBe:7 4 w n>' TO REMAIN 20' u 39' SToAp:7+26.56 u 0 � STA:6+87.2SOFF�+ggSR 0 F:19.06'R ,� F e.D OFF:24.46'R 31.39 TA:7+48.48 e•. e 4' CONIC. S/W, e. OFF:23.84'R "1 "••o m STA:7+26.36 i-- W17-01 •••. rn+v5' COt S�W -.m+v-oRv D HLIv clr. EX. "STOP" p�NNEE 1 FLAG OF S/W e I TO REMAIN STA:6+7 5.13 „ .a'• �' • PRF•DR ABLE WARNING w OFF:24.40'R •;•y x' i- ® SURFACE �TYP.) •?1 STA:7+39. 6 MATCH EXIST. ^ I I W CONIC. SIDEWALK �,v" h' OFF. ROP. W11-02 FLASHING SOLAR PROP. 5' CONCH OWERED LED SIGN W/W16-07PL ----- CC- -WE TYP STA:7+26.19 I STA:6 79. o OFF:29,89'R I I OFF: STA6+89.98 °'" Z07 "STOP" SIGN TO BE RELOCATED ITE w� OFF:29.49'R •FRELOCATED STOP SIGN I d " POP LLI G & EU AIN 12 LF OF 24" SOLID > 0_ WHITE THERMOPLASTIC d< 11 LF OF 6" DOUBLE YELLOW(THERMOPLASTIC) I IBC 1.5 EX. PAVEMENT MARKINGSTO RE Al ENHANCED CROSSWALK: BCTED#190506061 LEGEND 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL. 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER ENHANCED CROSSWALKS COURSE BORDER. b 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. RAISED INTERSECTION o DETECTABLE WARNING SURFACE ® G c 1. 'LIQUID'DETECTABLE WARNING OR APPROVED EQUAL MIWNG & RESURFACING 2. COLOR SHALL BE STANDARD YELLOW. :..e.;_j•:;. SIDEWALK IMPROVEMENTS NOTES: ? ADDITIONAL NOTES: 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'BB. 2, ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL DETECTABLE WARNING SURFACE 1. CONTRACTOR SHALL COORDINATE WITH FDOT REGARDING t t 3 PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1, BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS SOD REPLACEMENT (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS, ETC.) EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(34")AND 20 O 20 PROJECT). ---- RIGHT-OF-WAY RESURFACE(34")PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL 4. 13ROWARD COUNTYS REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO SCALE IN FEET RESIDENTIAL PROPERTIES AT ALL TIMES. CONTRACTOR SHALL STOP BARS,CENTERUNE MARKINGS, AMBER/AMBER RAISED PAVEMENT PROVIDE MOT PLANS TO FDOT&ENGINEER OF RECORD. MARKERS ALONG THE CENTERUNE MARKINGS,STOP SIGNS,STREET NAME SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS,SPEED HUMP SIGNS WITH AHEAD PLAQUES,AND DEAD END SIGNS.' F- 5. ANY SIGNS/SIGN ASSEMBLIES WILL BE INSTALLED OR RELOCATED AT W U) LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. OZ W EL w STA:10+57.98 w> O / OFF:47.16'L I EX. PAVEMENT MARKINGS TO REMAIN ® UQQ Q d 1n I LTHEIR OPLASTIC 1 W 15 LF OF 6" DOUBLE YELLOW THERMOPLASTIC m Q- Q WHITE STA:10+50.03 G R Q J / OFF:33.72'L Q I OFF:30.21'L Z F 4. / STA:10+45.08 !• CD 0 REPLACE ONE (1)FLA OF o w Z / OFF:34.42'L I >q T4 STAG70+84 79 D_? W EX. "STOP" SIGN TO REMAIN r OFF:29.67'L REP CE ONE 1 FLAG OF S W ( STA:10+76.96 p W STA:9+32.97 I () / Z STA:9+67.48 STA:10+49.16 OFF:2&39'L OFF:25,73'L / STA;9+40.81 OFF:25.56'L STA:10+63.39 STA:10+85.32 U (� STA: 9.3 OFF:25.10'L OFF:25.69'L STA:10+44.56 • e'• "OFF:20,87' Z MATCH EXIST. OFF:10.9 U CONC. SIDEWALK �_ _____ OFF e• �'m STA:10+ 1 1 4' CONC. 5W - k' e PROP. W11-02 W 4' CONC. SfW ."• • _ •••e" OFF:1B.11'L PEDESTRIAN SIGN W/ STA:9+33.04 ••• PROP. 6' ENHANCED PROP. Wit-02 FLASHING SOLAR W16-9p "AHEAD" SIGN 9 STA:9+38.85 STA:•9+67.24 PROP. 5' CONIC. CROSSWAL�(�(TYP.) POWERED LED SIGN W W16- F Uj OFF:21.88'L OFF*20.70'L OFF:20.5fi'L ' SIDEWAL TYP. R36' - 100' o I PROP. 5 CONC. �,; 12" SOLID WHI�.�--- c, SID THERMOPLASTIC (TYP.) ( ) o THERMOPLASTIC (,TYP.) y„11+0 __ E.O.P. TYP. PROP. EDGE OF � - - -- _ ---i------- SW 1ST ST REPLACE ONE (1) 10+0 P --. XT. EDG OF SW 1ST ST & REPLACE W/6 LF OF HEADER STA:9+04.35 PAVE 100' CURB 8yp6 LF OF TRANSITION CURB OFF:19.81'R PROP. W11-02 7 LF OF TYPE 'D' CURB - STA:9+04.16 p �^ ____ "` - TYPE V CURB (TYP.) of +'� 3 STA"'O+83.77 OFF:24.13'R> a Q�> e N 9! W16- "AHEAD" SIGN OFF: OFF:11.30'R � $rw STA:9+11.54 R24 EX. 'STOP" SIGN MATCH EXIST. •'•' STA:10+80.17 OFF:20.08'R TO REM A M CONC. SIDE ` TO REMAI 5' C NC. SLW STA:10+80.14 --STA:10+34.6 OFF:17.08'R �. B h ".i, R2�, STA:9+41N96 ® OFF:24,82'R = EPLACEJ OFF:14.66'R REPLACE ONE 1 I I PROP. DETECTABLE w o () WARNING SURFACE 1) FLAG OF v^ STA: pp9;pp48.RR23 FLAG OF S/W 1 (TYP.) A: STA:9+4�.9fi STA:10+39.73 I I STA:10+75.15 TA:9+08.01 �• H OFF:25.91'R OFF: FF:24,95'R.::1 U u ,°' I OFF:11.96'R PROP, DETECTABLE I TA:9+14.95 WARNING SURFACE TYP.) I PROP. W11-02 FLASHING SOLAR z 'O I OFF:25.22'R H- STA:9+38.90 POWERED LED SIGN W/W16-07PL OP. EDGE OF OFF:26.11'R STA:10+39.69 PAVEMENTI 7d I OFF:16.85'R PROP. 5' CONC. w 1 F 0 4" I.I WHITE THERMO. I I SIDEWALK (TYP.) �C 1.6 S : + I I OFF:37.59'R i°�' EX, PAVEMENT MARKINGS TO REMAIN STA:84+24.91 BCTED#19050606 OFF:* LEGEND I 50 LF OF 6" DOUBLE I STA:84+25.12 YELLOW THERMO I I OFF:26.4'L ® ENHANCED CROSSWALKS I STA.84+27.16 WITH Y/Y RPMS®40' O.C. ® OFF:26.41'L RAISED INTERSECTION 'MAN & I s +^e OFFSTA:84.091 MILLING&RESURFACING �a I RESURFACING _ OFF:24.09'L 10 LF OF 24' SOLID PROP. DETECTABLE WARNING '.: SIDEWALK IMPROVEMENTS WHITE THERMOPLASTIC •, SURFACE (TYP.)STA:84+40.37 DETECTABLE WARNING SURFACE 2 RELOCATED STOP SIGN OFF:31.67'L I SOD REPLACEMENT =a n EX. PAVEMENT '�° 4 ____ .° MARKINGS RIGHT-OF-WAY _ R TO BE REMOVED NOTES: a +" 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. 20 0 20 STOFF.2340.L ` STA-84+41.7 ® 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL OFF:23.40'L :3 .0 'L BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR F- STA:83+96.47 - P 0 C. SIDEWALK (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK, UTILITIES,SIGNS,ETC.) U SCALE IN FEET OFF:25.53'L 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED W)AND ATCH EXIST. SIDEWALK STA:83+94.05 v • RESURFACE('%")PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. O Z OFF:2l.j9'L 4. 13ROWARD COUNTYS REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO d W 2 4' CONC. S/W STOP BARS,CENTERUNE MARKINGS,AMBER/AMBER RAISED PAVEMENT }} "ST SIGN MARKERS ALONG THE CENTERUNE MARKINGS,STOP SIGNS,STREET NAME H W x 5' CONC. S/W LOCATED + STAy 4+48. SIGNS ATOP THE STOP SIGNS,SPEED HUMP SIGNS, SPEED HUMP SIGNS =UU>O Z .e " PLACE ONE (1) �9 + , R19' �+ OFF:2�M1.52'L WITH AHEAD PLAQUES, AND DEAD END SIGNS.- >� PROP. 6' ENHANCED �''`� FLAG OF S/W d 8 5. ANY SIGNS/SIGN ASSEMBLIES N7LL BE INSTALLED OR RELOCATED AT U y D- L,> >e. + 0.88 STA:84+46.48 LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. Z CROSSWALK (TYP.) 4 p OFF:19.10'L OFF:25.84'L m E.O.P. (TYP. - OFF:19.13'L P P. 6' ENHANCED ENHANCED CROSSWALK: Q x 12" SOLID WHITE 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL Z H-0 0_ THERMOPLASTIC 84+0 CR SSWALK (TYP. U _ _�_.-r--�+-�-- 2 PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER Q U O a -.i♦- COURSE BORDER. 0 w 83+0 '> ( ) 'P--.�----J--- -��> ,y' 12" 3 LID VMITE 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. F Z -- -- - STA:83+66.32 THERhgDPLASTIC (TYP.) a STA:83+29.10 OFF:23.62'R DETECTABLE WARNING SURFACE W R30' STA:83+82.89 NW 2ND ST w g STA:83+23.46 OFF:23.93'R d• OFF 1. "LIQUID'DETECTABLE WARNING OR APPROVED EQUAL 0 Z > OFF: .,� 2. COLOR SHALL BE STANDARD YELLOW. >?, ': + '�(1) Z d ADDITIONAL NOTES: _U z LACE ONE OFF:23.89'R :s Z � '�' + 4' CONC. S ,�' i. CONTRACTOR SHALL COORDINATE WITH FDOT REGARDING U W STA:83+55.17 __ PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON UST, AG OF S/Ws' 8 1. .� A.-nin-nxa -_-___ __ EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS � EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS EX. "STOP" SIGN BE RELOCATED I PROJECT). c LF OF 24" S LID 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL 13 PROP. DETECTAB I RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL 0 ° WHITE THERMOP STIC PROVIDE MOT PLANS TO FDOT do ENGINEER OF RECORD. WARNING SURFA ; ,� ,f2ELOCATED STOP IGN ( I TypT - 50 LF OF 6" DO LE F_ - STA:83+23.0 YELLOW THERMO py U EX. PAVEMENT pm OFF:28.94' WITH Y/Y RPMS 40' O.C. ® MARKINGS u yak STA:83+31. EX. "STOP" SIGN TO REMAIN PROP. MILLING& 3 ! OFF:29.0 I R SU ODE MATCH EXISTTO REMAIN/ Z� 11 LF OF 24" SOUD ` EX. WOODEN POLE CONC. SIDEWALK WHITE THERMOPLASTIC g � TO REMAIN PROP. S' CONC. ,,,A 1+64.88 x :�°' >? gh I ` SIDEWALK OFF 30.561 �h I STA:81+61.12 PROP. DETECTAB "= WARNING SURFAC <k'` p 5' CONC. S/W STA:81+67.39 .- OFF:16. STA:81+71.32 ®` PEDESTRIAN SIGN W/ w j OFF:19.41'L >� WI - s PROP. W11-02 100' u FLASHING SOLAR 12' SOLID WHITE E.O.P. (TYP.) POWERED LED SIGN THERMOPLASTIC W/W16-07PL (, NW 2ND ST TYp.) 182+0 81+0 -^' --�-- _ _ _ _-:`�_ + - - ROP. 6' ENHANCED e.. STA:81+66.29 CROSSWALK (TYP.) OFF:11.68'R STA:81+71.29 r E.O.P. (TYP2 85' Off:11.58'R 0' C 2.1 PROP. W11-0 P - C'" > DESTRIAN SIGN W/ SOLAR POWERED LED 4' ASPHALTS + WI15-9pDEST "AHEAD" SIGN SIGN W16-j7PL oHw A' + '- mEvMATCH EXIST. -------OFF-15 66'R 4 CONC. S/W OFF:15. _ >'�CONC. SIDEWAI•L(_ NOTES: BCTED#19050606 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88. LEGEND 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR F (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK, UTILITIES,SIGNS,ETC.) ENHANCED CROSSWALKS b 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(W) AND RAISED INTERSECTION RESURFACE(%-)PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. 4. 13ROWARD COUNTY'S REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO MILLING & RESURFACING a STOP BARS,CENTERLINE MARKINGS,AMBER/AMBER RAISED PAVEMENT MARKERS ALONG THE CENTERLINE MARKINGS,STOP SIGNS,STREET NAME ) "„�°,.•.... SIDEWALK IMPROVEMENTS SIGNS ATOP THE STOP SIGNS,NO OUTLET SIGN,AND SIGNAGE AND b t Z PAVEMENT MARKINGS FOR THE ROUNDABOUT(NOT INCLUDING THE DETECTABLE WARNING SURFACE FLASHING SOLAR POWERED LED SIGNS/SIGN ASSEMBLIES FOR ROUNDABOUT)." SOD REPLACEMENT 20 0 20 "5 5.ANY SIGNS/SIGN ASSEMBLIES WILL BE INSTALLED OR RELOCATED AT LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. ---- RIGHT-OF-WAY o SCALE IN FEET ENHANCED CROSSWALK: 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL. 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER I 1 ~ COURSE BORDER. I I W f� 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. F 5�11 EX. PEDESTRIAN U Z DETECTABLE WARNING SURFACE: D=LU = 1. "LIQUID"DETECTABLE WARNING OR APPROVED EQUAL CROSSING SIGN ` EX. DETECTABLE 0_2 2. COLOR SHALL BE STANDARD YELLOW. TO BE REMOVED I I WARNING SURFACE (TYP.) LU PROP. W11-02 FLASHING 10' GONG' 10' CONC. TO REMAIN Lu> O ADDITIONAL NOTES: SOLAR POWERED LED I �/W S/W =LL O Z 1. CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING PROP. W11-02 FLASHING U Qly PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1, SIGN W/ W16-07PL SOLAR POWERED LED Q U EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS I :' I SIGN W/W16-07PL m LU Z- Z EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS t+' $I EX. DETFCTABLE ¢ Q Q PROJECT). 12" SOLID WHITE t Q WARNING SURFACE (TYP.) Z p d 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL THERMOPLASTIC TYP. ! %' Q t0 O RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL ( ) TO REMAIN p LU z PROVIDE MOT PLANS TO FOOT&ENGINEER OF RECORD. EX. YIELD SIGN !i Z I ® p F Z TO REMAIN : �~cV OUTLET o I EX, PEDESTRIAN LLI R • ' SIGN CROSSING SIGN p W PROP. WHITE YIELD LINE 3: �" ," TO LU $ I Z EMAIN TO BE REMOVED p W •"� I �' EX. DETECTABLE � �� S>� Z WARNING SURFACE (TYP. i F -.-•- z o t'- 5' CONIC S/W Z 5 CONCp S/W TO REMAIN EX. WO EN U v W I' P E 12" SOLID WHITE - -- - - - - 5 NC o v ^� °Nv �+ -"2 R P. 2 z4 10, co C. ouv nw- '`a °"�'* ',a " �iTE SKIP C, C. r� PROP. 2'x4 x EX. PAVEMEN F PROP. DETECTABLE ( ') / 5 g WHITE SKIP :- RKIN.GS (TYP.)'% f u E.O.P. (TYP.) WARNING SURFACE (TYP.) ,> PROP. 6' ENHANCED EEO.P. (TYP.) TO REMAI, � -x YfELO SIGN w REPLACE ONE (1) 86#0 CROSSWALK (TYP.) "�• NW 2N St I*'' ` O,REMAIN � FLAG OF S W _ -~- SOLAF2 PROP. 1-; FLASHING +__ ---- '- STA:86+17.22 WERE VI LED �, 9+0 OFF:17.79'R SIG W -I I PL 30. "�-- +� - e NW 2ND ST REPLACE ONE (1) _ N / 6� - F PROP WHI YIELD LINE, , -H STA:85+72.42 FLAG OF S/W " �- °� OP 10' E NCED : EX. au PROP. 'x4 OFF:17.90'R ,,`s OFF:19.8TR x - 'ENDABOUT .� R F°r SIGN STOP SIG WHITE S P CROSSWA (TYP.), " :85+72.37 R31 : I - _OFF:24.87 R -TO REMAIN sn I EX. YIELD SIG yXx' STA:86+23.16 PROP. W11- ASHING 10' CO C. z n.5'CONIC. S W o�'o°__ TO REMAIN - g0 0 RED LED od 4' CONC. S W - 10' Cp C. % EX. YIELD SIGN / %W Ira' - ---STA.86+23.04 yWPR WHITE YI D I ` -'`,�`� TO REMAIN W a�,5' CONIC. S/W o' ..."° _ 2"�SOLIO WHITE 5' CONC. /I S I rc 2 MATCH EXIST I z, A 86+21�47 -- ERMOPLAST6G' �6 '/ � �r T ® SIDEWAL F:26.94R --- EX. PAVEMENT •) 1tTj F}' PROP. 2'x4' WHITE SKIP z TA:86+16.44 EX. PEDESTRIAI+I I w OFF:24.87'R CROSSING SIGN MARKINGS (TYP.) (I t PROP. WHITE YIELD LINE m OFF:26.79'R TO BE REMOVED TO REMAIN r STA:88+71.78 s STA:85+86.4 F 18' e- o OFF:24.88' -EX. "STOP" SIGN TO REMAIN PROP. Wll-02 FLASHING I OFF:46.78'R R I &I I STA:86+10.25 SOLAR POWERED LED STA:88+89.29 RESURFACING M I OFF:25.95'R SIGN W/ W16-07PL °z° OFF:46.88'R 5 LF OF 6" 13 LF OF 24" SOLID STA:88+29.41 'M .~e MATCH EXIST. CONC. WHITE THERMOPLASTIC OFF:46.50'R SIDEWALK (TYP.) DOUBLE YELLOW I Z Q 45' CONIC. . STA:88+89.25 THERMOPLASTIC . I I EX. PAVEMENT MARKINGS PROP. (TYP) TO REMAIN ST :884�10t68 ® OFF:53.42'R �2 2 � STA:88+29.37 ,�" PROP. W11-02 FLASHING OFF:53.05'R SOLAR POWERED LED PROP. DETECTABLE STA:88+46.68 ® I SIGN W/ W16-07PL WARNING SURFACE (TYP.) OFF:53.16'R LEGEND PROP. MILLING & BCTED#19050606 ENHANCED CROSSWALKS RESURFACING I A EX. PAVEMENT >°' ® 50 LF OF 6" DOUBLE I gg MARKINGS (TYP.) PR P. ° RAISED INTERSECTION YELLOW THERMOPLASTIC =DO MI ING & MILLING &RESURFACINGWITH Y/Y RPMS ®40' O.C.5 O RE RFAC GLLOW TH I N LF OF 24" SOLID��•` SIDEWALK IMPROVEMENTS WHITE THERMOPLASTICN�h. 4l CBE R_ E`A lid' > m DETECTABLE WARNING SURFACE EX. "STOP" SIGN TA:99+46.27 W N P STA. 9 1REMAIN MAIN OFF:30.53'L 20 0 20 3 E SOD REPLACEMENT MATCHRELO FNC.STOP SIGN --- RIGHT- F-WAY REP C OFF; 7.61'L / CE ONE SCALE IN FEET SID ALK��' STA: 7+57.98 FLAG 0', I FLAG OF S/W 5' CON S W :, OFF: .50'L TA:99+05.5 g �. :+ OFF:29.52'L STA: 9+49.82 3# 3 STA:9 61.87 q� I OFF: 9.331 OFF:28.1 m° OFF:2 54TA:97.*65.57 ROP. W11 2 FLASHING - I STA: 9+50.87 REPLACE ONE (1) .94 L SOLAR OWERED LED 6 A OFF: 9.151 FLAG OF Se U H -VA:97+11.9 31' 4 �;, 5' C N g. IG - - " EX. P LES STA:99+60.9h w^ U) ;,OFF:27.89' 1 5' CCppNNC wW 'a''• OFF:19.74'L H STA: 9+05.64 PROP. 741-02 STA:97+17.61 R25'°° t e' w w S 2' CURB OFF:22.74'L OF :24.54'L F1AS G�0 CL g H GUTTER 12" SOLID WHITE STA:B�'+74.05 STA 9+07.93 STA:g9+43.67 D SIGN w X E M P S OFF:12.38'L F:16.831 3"'• CONIC. S W7ST > OF 28.62'L / w U 0 9 + (TYP,) yh STA.98 95.57 y7. STA:99+15.08 U Q I ? cmr_ --=" - F - OFF:22.61'L a' OFF:14.92d NW 2ND ST --- OFF: 3.79'L STA:99+13.12 STA: 9+55.88 ¢UZ2 z STA:97+13.53 STA:97+65.75 12" S LID WHITE 0 57'L OFF: 4.72'L VALL m Q OFF:19.70'L OFF:18.20'L oopp ,2 STA:99+ .81 ERMOPLA TIC (TYP.)g9+ R2' Q Q 2' VALLEY GUTTER ,� Pv PROP. EDGE OF g0P�EDG E OFF:20.3 L ___ odPAVEMENT PROP. Wit 02 FLASHING P ¢m U AVEMENT PROP. 6' NHANCED NW UwPROP. DETECTABLE a''. SOLAR OWERED LED 0-WARNING SURFACE g `p.� >` SIGN /W16-07PLREPLACE 9LF OF CROSSWA K (TYP.) w (TYP-) ��.o I. tTA:97+58.59 EX. "END SCHOOL TYPE F" C�$ STA:9 +51.00 w Z W r3 ��; OFF:17.91'L " SIGN •+• & GU'T'TER 0 2 z a PROP. °''ENHANCED C ALI( (TYP' S' ' . LACE THREE 3 f OF S W Py P DETECTAB a: ( ) /W U 8'CONC. S/W WHITE THERMO :AS ARNI S FACE(TY( ,, "R25' STA:99+51.18 ON WAY SIGN ,32EP ONE (1) OFF:20.33'R k 4TO 4, yl PROP. WII-02 FLASHING SOLAR n' E OF MENT POWERED LED SIGN W/W16-07PL F .99+32.74 STA:99+39.84 0 ` d c FF• 1 'R REPLACE E%. ASPHALT W/CONIC. SIDEWALK o 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD'88 PROP. W11-02 FLASHING SOLAR PROP. W11-02 FLASHING SOLAR 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL POWERED LED SIGN W/W16-07PL / POWERED LED SIGN W/W16-07PL 1.1 BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR STA:101+74.20 ¢ T 51; EX. WOODEN POLE TO REMAIN (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES, SIGNS,ETC.) OFF:20.241 I a vig 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED(%-)AND a�' >• ^ yC• ¢, ,#+ a^ STA:102+02.85 REPLACE THREE (3) FLAGS OF S/W + OFF:19.99'L o RESURFACE(3j)PRIOR TO INSTALLATION OF PATTERNED PAVEMENT. ® I � Fig 12 LF OF 24" 3 EX. "STOP" SIGN o� /. FROWARD COUNTYS REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO 54 LF OF 6" DOUBLE ��` TO REMAIN STOP BARS,CENTERUNE MARKINGS,AMBER/AMBER RAISED PAVEMENT SOLID WHITE YELLOW THERMOPLASTIC Z n +-utV-an-mn' Z IEi MARKERS ALONG THE CENTERLINE MARKINGS,STOP SIGNS,STREET NAME THERMOPLASTIC WITH Y/Y RPMS ® 0Hy "w a'v � VALLEY GUTTER (TYP.) �E! SIGNS ATOP THE STOP SIGNS, SPEED HUMP SIGNS,SPEED HUMP SIGNS _-014W-0 qp FLAG„9F S/W WITH AHEAD PLAQUES,AND DEAD END SIGNS.- �aevCONIC. S/W 5. ANY SIGNS/SIGN ASSEMBLIES WALL BE INSTALLED OR RELOCATED AT 5 CONIC. S W LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. / ENHANCED CROSSWALK: 12" SOLID WHITE 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL THERMOPLASTIC 50 Lr' OF 6 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH SOLDIER (TYp.) THERMGPLAS 020' O.C. S COURSE BORDER. " "` _ 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE PROP. MILLING & k DETECTABLE WARNING SURFACE: N'h' 2I ' RESURFACING au.e 1. 'LIQUID"DETECTABLE WARNING OR APPROVED EQUAL. T 2 STA:101+58.43 COLOR SHALL BE STANDARD YELLOW. t ) f9' i�"''� OFF:14.?,9'R ADDITIONAL NOTES: d +aDI 1. CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING orywaow: PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1, FLAG OF S/Wed. 5 CONIC. S/W EAST OF THIS PROJECT)AND 436544.1 (WHICH RUNS " 5 CONC. S/W .°' C 3.1 EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS REPLACE ONE 1 , PROP. DETECTABLE PROJECT). PAVEMENT MARKING () FLAG S/W WARNING SURFACE(TYP.) 2. CONTRACTOR IS REQUIRED TO MAINTAIN ACCESS TO ALL (REFER TO FDOT EX. "STOP" SIGN e $ I STA:101+88.79 RESIDENTIAL PROPERTIES AT ALL TIMES.CONTRACTOR SHALL INDEX NO. 17344) TO REMAIN ® a OFF:19.94'R PROVIDE MOT PLANS TO FOOT&ENGINEER OF RECORD. STA:101+60 PROP. W71-02 FLASHING SOLAR OFF: 0.8 `� `' POWERED LED SIGN W/W16-07PL BCTED#19050606 STA:107+20.32 e e PROP. MILLING &� I LED SIGN W/W16-07PL ,y; }I. Q OFF:19.99'L RESURFACING I STA:106+91.57 REPLACE ONE (1) 8 YELLOW50 FTHERMOPOUBLE® / STA•.0106+86.73 20.941 i ,u - FLAG OF S/W a WITH Y/Y RPMS ®40' O.C. :20.9 'L EX. "STOP" SIGN / REPLACE TWO (2) FLAGS OFFOF SJW 3 TO REMAIN s a EX. "STOP I / STA:10fi+81.43 Z m STA:107+24,43 TO REMAIN STA:104+63.57h°° OFF:19 / 0.00'L .61'L '' 3 STA:104+33.96 OFF:24.93'L Tk 107+1fi 2 - .n STA; 07+24 93,e OFF:19.80'L ,• I-, EX OFF: PO --� - -- REPLACE ONE (1) k`= -' m REPLACE TWO (2) ,STA 106+$y.30 FLAG OF S/W 5 C0�lC. W g# a EX. WOODEN POLE FLAGS OF S/W OODEN POLES TO REMAIN °a PROP. W11-02 FLASHING EX. PAVEMENT ^ .O..R '^ 12" SOLID WHI TO EXPAVEMENT PROP, W11-02 / SOLAR POWERED LED MARKINGS TYP. (TYP.) THERMOPLASTI MARKINGS TYP.) F-g FLASHING SOLAR ( ) TS POWERED LED SIGN I ,, IGN W W16-07PL ,TYP -- w,.., a / TO REMAIN 1 7+0 0 MREM. < mt�:'--ww- '_'-+JO , - -- m W O~ W 5' CONC. S/W -��'` """° PROP, MILLING& 6 OF 6" DOUBLE Of Z 5' CONC. S/W 0 RESURFACING YE W THERMO. ® dLLJ '••• * STA:104+66.76 YELLOW THERM PLASTIC STA:107+14.86 W w E.O,P. (TYP.) WHhT�.THEIR ^ > OFF:14.87'L 12" SOLID WHITE OFF:15.04'L N OFF:4�1.91'R LU PROP. 6' ENHANCED THERMOPLASTIC PROP. DETECTABLE 105+0 ^ - U Q d Z CROSSWALK (TYP.) a. (TYP.) ,WARNING SURFACE - 4 SOLID, 5' CONS. 5``1 " Q Z g Z 104+0 _- _ -a"_, - -f---- WHITE THE TYP _P - ROT.6 EH N C m a Q ST 1A oa+16.7z .x NW 2ND ST RIEPLACE TWO (2) -S' :106+73.70 STA:10?+09.40 CROSSWALK ( .) Q R< d OFF: 3'R STA:104+54,05 FLAGS OF S/W OFF:15,02'R ® OFP:20.05'R STA:107+13.79 Q w p Ur PROP, WSOLAR PROP. DETECTABLE FLASHING SOLAR OFF.44,99'R ®. VALLEY GUTTER (TYP.) STA:106+76.16 _ 0 0- Z a - WARNING SURFACE(TYP.) / OFF:22"12'R VALLEY GUTTER (TYP.) W F- POWERED Al� CONC. 5/W EX. "STOP" SIGN ,+ STA:107+08.40 REPLACE TWO (2) FLAGS.OF S/W o_j W __ TO ��FA�AIN aq OFF:24.93'R " STA:107+12.39 W W •" + -- STA:106+ 8 LU 5' CONC. S/W - - W11-02 FLASHING ��" OFF: Q Z EX. BUS 1 SOLAR POWERED LED OFF:21.35'R { /` PROP. POWERED FLLED PROP. W11-02 FLASHING SOLAR U Z STOP SIGN S �, STA:104+49.87 SIGN W/W16-07PL REPLACE ONE (1) S?.I SOLAR POWERED LED POWERED LED SIGN W/W16-07PL TO REMAIN i` F / OFF:19.64'R FLAG OF S/W f SIGN W/W16-07PL REPLACE TWO (2) EX. "STOP" SIGN I I / FLAS S/W TO REMAIN STAG 04 0+18.61 � k, 11 LF OF 24" SOLID OFF:23,95'R r - �°- WHITE THERMOPLASTIC19 I 50 LF OF 6" DOUBLE w LL YELLOW THERMOPLA m 20 0 20 1 / I WITH Y/Y RPMS 040' O.C, �. PROP. MILLING & c u SCALE IN FEET w PROP. DETECTABLE WARNING SURFACE (TYP.) RESURFACING / / REPLACE Ot (1 FLAG OF S W " / '� y,. Q / LEGEND F OFF:20.711 �• I/ ENHANCED CROSSWALKS ' F / c S '109+51.98 / ---- / 0 :19.85'L / : RAISED INTERSECTION --/{ STAO09+42,5 EX. CONC. PO ES a / MILLING & RESURFACING / OFF:i ,94 mxv oHv Z cav-� Ei CONC. S W,° ROP. 6' ENHA CEI -;' SIDEWALK IMPROVEMENTS ROSSWALK ( .)I W. ENHANCED CROSSWALK: Tp:109+4B 81 1 DETECTABLE WARNING SURFACE W 1. PATTERNED TEXTURED PAVEMENT OR APPROVED EQUAL MA KINGS (TYP.) e FF:14.07'L j SOD REPLACEMENT 2. PATTERN SHALL BE DIAGONAL HERRINGBONE NTH SOLDIER TO REMAIN i g COURSE BORDER. NW 2ND ST ROP. WILING & / $ - 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. 109+0 „„ _ RE R_FA. _ ---- RIGHT-OF-WAY DETECTABLE WARNING SURFACE: 6 LF OF 6" DOUBL 1 SOLID WHIC It i NOTES: ` 1. "LIQUID"DETECTABLE WARNING OR APPROVED EQUAL YELLOW THE MOPLASTI 1. ELEVATIONS SHOWN HEREON ARE REFERENCED TO NAVD '88. 2. COLOR SHALL BE STANDARD YELLOW. D 2. ANY DAMAGES INCURRED AS A RESULT OF THE CONSTRUCTION SHALL WHITE THE OPLASTIC 'STA: 09+40.37 `> I t BE REPAIRED AND/OR REPLACED AT THE EXPENSE OF THE CONTRACTOR _ ADDITIONAL NOTES: OFF: 49+4 (THESE INCLUDE PAVEMENT MARKINGS,SIDEWALK,UTILITIES,SIGNS, ETC.) 1. CONTRACTOR SHALL COORDINATE WITH FOOT REGARDING 3. ALL PROPOSED ENHANCED CROSSWALKS SHALL BE MILLED()1")AND Tc PROJECTS 429575.2(WHICH RUNS NORTH/SOUTH ON US1, OFF:14.92' STA: 09+43.4 I RESURFACE 3' 0C 3.2 m EAST OF THIS PROJECT)AND 436544.1 WHICH RUNS E.U.P. (TYP.) 5 O. ^''R' • (�)PRIOR TO INSTALLATION ADATION OF PATTERNED PAVEMENT. EAST/WEST ALONG GRIFFIN ROAD JUST NORTH OF THIS ----- - --- OFF: 0.05'R / 4. 'BROWARD COUNTYS REVIEW OR APPROVAL OF THIS SHEET IS LIMITED TO PROJECT). EX. "STOP" SIGN^ - PLACE ONE (1) / STOP BARS,CENTERLINE MARKINGS,AMBER/AMBER RAISED PAVEMENT I ^ c q S yy MARKERS ALONG THE CENTERUNE MARKINGS,STOP SIGNS,STREET NAME 2 RESIDENTITAL PROPERTESOR IS �AT ALL TO MAINTAIN CONTRACTOR SHALL TO REMAIN d $ :7'09+38/03 / / SIGNS ATOP THE STOP S AHEAD PLAQUES, IGNS, SPEED HUMP SIGNS,SPEED HUMP SIGNS PROVIDE MOT PLANS TO FOOT&ENGINEER OF RECORD. VALLEY GUTTER (TYP.) d FF:20.00'R I 5. ANYiS SIGNS/SIGN ASSEMBLES DWILL BEEAD DINSGALLED OR RELOCATED AT LEAST FOUR FEET AWAY FROM THE EDGE OF THE PAVEMENT. GENERAL NOTES: DOUGLAS AT 954 357 8375,ACDOUGHLASQBROWARD.ORG) PROJECT. BCTED# 05050606 6.WHEN WORKING IN AND AROUND EXISTING DRAINA 1) UNLESS OTHERWISE NOTED IN THE TECHNICAL SPECIFICATIONS, 18) ALL CONSTRUCTION SHALL BE DONE IN A SAFE MANNER, SPECIFICALLY, LAKES, APPROPRIATE SILT BARRIERS SHALL BE INSTALLED. INSTALLATION, ACCEPTANCE, AND PAYMENT FOR ALL ITEMS REQUIRED IN THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH THESE PLANS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITIONS OF ADMINISTRATION (OSHA) AND THE MANUAL OF UNIFORM TRAFFIC CONTROL B.ON-SITE THE FOLLOWING: MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) DEVICES(MUTCD)SHALL BE STRICTLY OBSERVED. 1.ALL ORGANIC AND OTHER UNSUITABLE MATERIAL WITHIN THREE FEET 8 2009, FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE OF AREAS TO BE PAVED SHALL BE REMOVED. CONSTRUCTION (STANDARD SPECIFICATIONS), FLORIDA GREENBOOK 2013, TEMPORARY FACILITIES 2 SUITABLE BACKFILL SHALL BE MINIMUM LBR 40 MATERIAL FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS (STANDARD INDEXES) COMPACTED A 98%FILL OF THE MAXIMUM DENSITY R DETERMINED BY 2017, BROWARD COUNTY MINIMUM STANDARDS, BROWARD COUNTY TRAFFIC TEMPORARY UTILITIES COMPACTED ED TO FOR THREE (3) FEET BEYOND THE PERIMETER OF ENGINEERING DIVISION STANDARDS AND SPECIFICATIONS, AND ANY OR ALL 1.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR THE PAVING. BROWARD COUNTY TRAFFIC ENGINEERING REQUIREMENTS THAT MEET OR OR SUPPLY TEMPORARY WATER SERVICE, SANITARY FACILITIES AND EXCEED THOSE FOUND IN THE ABOVE REFERENCED DOCUMENTS. ELECTRICITY TO HIS EMPLOYEE AND SUBCONTRACTORS FOR THEIR PAVING USE DURING CONSTRUCTION. 2) EXISTING DAMAGED STRUCTURES WITHIN CONSTRUCTION LIMITS SHALL 2.OBTAIN CONSTRUCTION METER FOR ALL WATER USED ON JOB. ALL REMAIN UNLESS OTHERWISE NOTED. WATER USED FOR CLEANING, TESTING, ETC. WALL BE PAID FOR BY A.GENERAL THE CONTRACTOR.IF WATER CAN NOT BE METERED THEN IT WILL BE 1.ALL UNDERGROUND UTILITIES SHALL BE COMPLETED PRIOR TO THE S 3 3) SPECIAL ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF SOME CALCULATED. CONSTRUCTION OF UMEROCK BASE AND PRIOR TO PLACEMENT OF DRAINAGE STRUCTURES EXTEND INTO STABILIZED PORTION OF THE ROAD THE PAVEMENT. it BED AND EXTREME CAUTION WILL BE NECESSARY IN STABILIZATION TEMPORARY TRAFFIC CONTROL PLANS(TTCP) 2.ALL EXISTING PAVEMENT CUT OR DAMAGED BY CONSTRUCTION SHALL OPERATIONS AT THESE LOCATIONS. BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. F U 3.WHERE PROPOSED PAVEMENT IS TO BE CONNECTED TO EXISTING U Z 4) THE LOCATIONS OF THE UTILITIES SHOWN IN THE PLANS ARE BASED ON 1.THE CONTRACTOR WILL BE REQUIRED TO SUBMIT TTCP FOR ALL PAVEMENT,THE EXISTING EDGE OF PAVEMENT SHALL BE SAW CUT. W U O LIMITED APPROXIMATE ONLY. THE VERIFIED LOCATIONS 0N TECHNIQUES AND SHOULD HVATIONS BE CONSIDERED ONLY ATBEASES OF USED AND MODIFIED ACCORDNGOT NDTOR THEEX PRO�ECTO 608 NEEDS AN 4.ALL STREET CORNER PAVEMENT RADII SHALL BE 25 FEET UNLESS Oa,Z �-� THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT ACCORDANCE TO THE LATEST VERSION OF THE MANUAL OF UNIFORM OTHERWISE NOTED ON THE PLANS. LU Q I.- BEEN VERIFIED. TRAFFIC CONTROL DEVICES (MUTCD). THE CITY OF DANIA LAP 5.UPON COMPLETION OF DRAINAGE IMPROVEMENTS AND UMEROCK W U Z ENGINEER OR HIS/HER DESIGNEE MUST APPROVE THE TTCP BEFORE BASE CONSTRUCTION (AND BEFORE PLACING ASPHALT PAVEMENT) w, LL W 5)EXISTING UTILITIES ARE TO REMAIN IN PLACE UNLESS OTHERWISE NOTED. CONSTRUCTION BEGINS. THE CONTRACTOR SHALL FURNISH THE ENGINEER OF RECORD AND 1:LL O V 2.MAINTENANCE OF TRAFFIC IN THE PUBLIC RIGHT-OF-WAY SHALL THE CITY DANIA BEACH "AS-BUILT'IMPROVEMENTS, SHOWING THE LOCATIONS PLANSTMEFOR PERT THESE QUQ<a W W 6) ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO ALSO BE IN ACCORDANCE WITH TIE MUTCD AND BCTED. GRADES Of ALL DRAINAGE INSTALLATIONS AND THE FINISHED ROCK WZ(L d BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING 3.ALL OPEN TRENCHES AND HOLES ADJACENT TO ROADWAYS OR GRADES OF THE ROAD CROWN AND EDGE OF PAVEMENT AT 50 FEET DO Q DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR WALKWAYS SHALL BE MARKED AND BARRICADED TO ASSURE THE J ❑ INTERVALS. THESE SHALL BE APPROVED BY THE CITY Q Q fn SHOULD NOTIFY THE CITY OF DANIA BEACH, WITHOUT DELAY,BY TELEPHONE. SAFETY OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. PRIOR TO THE PLACEMENTEMENT OF OF ASPHALT. Z F 0 W W 4.NO TRENCHES OR HOLES NEAR WALKWAYS OR IN ROADWAYS OR Q 1n O F- 7) EXISTING DRIVEWAYS WITHIN THE LIMITS OF THIS PROJECT ARE TO THEIR SHOULDERS ARE TO BE LEFT OPEN DURING NIGHTTIME HOURS 0 LLI O 0- REMAIN THE AT THE SAME LOCATION AND WIDTH, UNLESS OTHERWISE SHOWN IN WITHOUT EXPRESS PERMISSION OF THE CITY OF DANIA BEACH. B.MATERIALSB OURSE SHALL BE CRUSHED LIMEROCK MIAMI OOLITE WITH A 0 J U MINIMUM OF 70% CARBONATES OF CALCIUM AND MAGNESIUM (60% 8) EXISTING LIGHTING SYSTEM WITHIN THE PROJECT LIMITS SHALL REMAIN, INSPECTIONS LU FOR LOCAL STREETS AND PARKING AREAS) AND A MINIMUM UNLESS OTHERWISE NOTED IN THE LIGHTING PLANS. LIMEROCK BEARING RATO 1G0. W THE CONTRACTOR SHALL NOTIFY THE CITY OF DANIA BEACH ENGINEERING 2.PRIME COAT AND TACK COAT SHALL MEET F.D.0.T.STANDARDS. 9) ALL UTILITY MANHOLES, VALVE COVERS, HAND HOLES, TRAFFIC CONTROL DIVISION AND THE ENGINEER OF RECORD AT LEAST 24 HOURS TO THE 3.SURFACE COURSE SHALL BE EQUAL TO F.D.O.T. TYPE S-III (TYPE U W BOXES, ETC. ARE TO BE ADJUSTED BY THE CONTRACTOR TO MATCH THE INSPECTION OF THE FOLLOWING ITEMS: SP-9.5)ASPHALT. U (� PROPOSED GRADE COST OF SAID ADJUSTMENTS SHALL BE INCIDENTAL TO 4.REINFORCED CONCRETE SLABS SHALL BE CONSTRUCTED OF CLASS I THE COST OF THE CONTRACT. 1.SUBGRADE; SUBMIT AND HAVE APPROVED DENSITIES PRIOR TO CONCRETE WITH A MINIMUM STRENGTH OF 3,000 PSI AND SHALL BE R 10) UPON RECEIPT OF NOTICE OF AWARD, THE CONTRACTOR SHALL PLACEMENT OF ROCK. REINFORCED WITH A 6"X6"NO.6 GAUGE WIRE MESH. ARRANGE A PRE-CONSTRUCTION MEETING TO INCLUDE THE CITY OF DANIA 2.LIMEROCK BASE; SUBMIT AND HAVE APPROVED DENSITIES AND F 5 BEACH ENGINEERING DEPARTMENT, FOOT, THE ENGINEER, AND THE AS-BUILTS PRIOR TO THE PLACEMENT OF ASPHALT. C.INSTALLATION w2. c CONTRACTOR AFTER OBTAINING A CONSTRUCTION PERMIT FROM THE 3.ASPHALTIC CONCRETE. 1.UMEROCK BASE MATERIAL SHALL BE 8 INCHES THICK AND SHALL BE ENGINEERING DEPARTMENT. NO CONSTRUCTION SHALL COMMENCE UNTIL ALL 4.FINAL COMPACTED TO 98%OF THE MAXIMUM DENSITY AS DETERMINED BY REQUIRED PERMITS AND APPROVALS HAVE BEEN SECURED AND THE AASHTO T-180. CONTRACTOR HAS BEEN ISSUED A NOTICE TO PROCEED. SHOP DRAWINGS 2.UMEROCK BASE MATERIAL SHALL BE PLACED IN MAXIMUM 6' LIFTS. 6 B rc�F 11) THE CONTRACTOR SHALL OBTAIN A 'SUNSHINE' CERTIFICATION NUMBER BASES GREATER THAN 6' SHALL BE PLACED IN TWO OR MORE A,PRIOR TO ISSUANCE OF A CONSTRUCTION PERMIT, A MATERIAL UST EQUAL LIFTS. Y Hil AT LEAST 2 BUSINESS DAY PRIOR TO BEGINNING ANY EXCAVATION. SHALL BE SUBMITTED TO AND REVIEWED BY THE ENGINEER OF RECORD 3.ASPHALTIC CONCRETE SHALL BE A MINIMUM OF 3/4' THICK AND 6e oil AND THE CITY OF DANIA BEACH FOR DRAINAGE STRUCTURES, PIPES SHALL BE PLACED IN ONE LIFT, UNLESS OTHERWISE STATED ON THE I Fl 12) PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND APPURTENANCES. PLANS. SY THE SIZE, LOCATION, ELEVATION AND MATERIAL OF ALL EXISTING UTILTFS. B.ANY PRODUCT THAT IS NOT ON THIS UST MUST BE APPROVED IN 4.PRIME COAT SHALL BE PLACED ON ALL UMEROCK BASES IN m COST IS INCIDENTAL TO COST OF THE CONTRACT. ADVANCE BY THE ENGINEER OF RECORD AND THE CITY OF DANIA ACCORDANCE WITH F.D.O.T.STANDARDS. l 13) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY BEACH ENGINEERING DIVISION. SUCH APPROVAL REQUIRES THE 5.TACK COAT SHALL BE PLACED AS REQUIRED IN ACCORDANCE WITH �l SUBMISSION OF A SHOP DRAWING (SIX COPIES) FOR EACH PRODUCT. F.D.O.T. STANDARDS. - EXISTING UTILITIES FOR WHICH THE CONTRACTOR FAILS TO REQUEST LOCATIONS FROM THE UTILITIES OWNERS. THE CONTRACTOR SHALL BE SHOP DRAWINGS WILL ALSO BE REQUIRED FOR ALL NON-STANDARD _ ITEMS. RESPONSIBLE AS WELL FOR DAMAGE TO ANY EXISTING UTILITIES WHICH ARE D.TESTING w C.INDIVIDUAL SHOP DRAWINGS FOR ALL PRECAST STRUCTURES ARE PROPERLY LOCATED. THE CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY ALL SUBGRADE, LIME AND ASPHALT TESTS REQUIRED SHALL BE AT NO ADDITIONAL COST TO THE OWNER. REQUIRED. CATALOGUE LITERATURE WILL NOT BE ACCEPTED FOR TAKEN AT THE DIRECTION OF THE ENGINEER AND/OR THE CITY OF w PRECAST STRUCTURES. DANIA BEACH. / CO U UPON EXCAVATION, AN EXISTING unun IS FOUND TO BE IN 1.THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE S CONFLICT PATH TIE PROPOSED CONSTRUCTION OR TO BE OF A SIZE OR EARTHWORK AND COMPACTION WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE MATERIAL DIFFERENT FROM THAT SHOWN ON THE PLANS, THE CONTRACTOR TEMPLATE ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE SHOULD IMMEDIATELY NOTIFY THE ENGINEER, WHO WILL IN TURN NOTIFY THE &GENERAL CORRECTED. CITY OF DANIA BEACH. 1.NONE OF THE EXISTING MATERIAL IS TO BE INCORPORATED IN THE 2.DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LIMEROCK BASE LABORATORY,CERTIFIED BY THE STATE OF FLORIDA. AND TAKEN AS 15)ALL EXISTING PIPES SHALL BE DESILTED. THE CONTRACTOR SHALL KEEP 2.ALL SUBGRADE UNDER PAVED AREAS SHALL HAVE A MINIMUM LBR DIRECTED BY THE ENGINEER AND THE CITY OF DANIA BEACH. ALL DRAINAGE PIPES AND STRUCTURES IN WORKING CONDITION THROUGHOUT VALUE OF 40 AND SHALL BE COMPACTED TO 98%OF THE MAXIMUM 3.ALL TESTING COSTS PAVING SHALL BE PAID FOR BY THE OWNER CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CLEANING OF ALL DENSITY AS DETERMINED BY AASHTO T-180. (PAVING) �. EXISTING DRAINAGE SYSTEM AFFECTED BY THE CONSTRUCTION WITHIN THE 3.ALL FILL MATERIAL IN AREAS NOT TO BE PAVED SHALL BE EXCEPT THOSE TESTS FAILING TO MEET THE SPECIFIED RIGHT OF WAY UPON COMPLETION OF THE PROJECT. REQUIREMENTS,WHICH ARE TO BE PAID BY THE CONTRACTOR. oEanrn C 4.1 COMPACTED TO 959.OF THE MAXIMUM DENSITY AS DETERMINED BY 16) ALL WORK FOR THIS PROJECT WILL BE COMPLETED WITHIN AND FROM AASHTO T-180. THE EXISTING RIGHT OF WAY. 4.A 2" BLANKET OF TOP SOIL SHALL BE PLACED OVER ALL AREAS TO BE SODDED. 17) BUS STOP RELATED MODIFICATIONS/NOTIFICATIONS SHALL BE 5.SOD SHALL BE ST. AUGUSTINE. BITTER BLUE OR FLORATAM AND COORDINATED WITH BROWARD COUNTY TRANSIT DIVISION (MS. ARETHIA SHALL BE PLACED ON THE GRADED TOP SOIL AND WATERED TO INSURE SATISFACTORY CONDITION UPON FINAL ACCEPTANCE OF THE BCTED#19050606 PROJECT CLOSE OUT MEETING ALL ADA REQUIREMENTS. CONTAMINATION NOTES: A. CLEANING UP 2.ALL CONSTRUCTION EQUIPMENT ACTIVITY AROUND ANY DESIGNATED UNIDENTIFIED AREAS OF CONTAMINATION i 1.DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS CROSSWALK SHALL CEASE TO OPERATE DURING THE STUDENT ARRIVAL $ SHALL BE MAINTAINED IN A NEAT AND CLEAN MANNER. UPON FINAL AND DISMISSAL TIMES. ALL CONSTRUCTION EQUIPMENT ACTIVITY w CLEAN UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS ADJACENT TO A DESIGNATED WALK ROUTE SHALL CEASE OPERATING WHEN ENCOUNTERING OR EXPOSING ANY ABNORMAL CONDITION INDICATING THE Y 2 MATERIAL OR TRASH. THE PAVED AREAS SHALL BE SWEPT BROOM UNLESS SATISFACTORILY BARRICADED FROM THE WALK ROUTE, PRESENCE OF A HAZARDOUS OR TOXIC WASTE, OR CONTAMINANTS, CEASE CLEAN. OPERATIONS IMMEDIATELY IN THE VICINITY AND NOTIFY THE LAP CITY OF DANIA 2.THE CONTRACTOR SHALL RESTORE OR REPLACE, WHEN AND AS - BEACH ENGINEER. THE PRESENCE OF TANKS OR BARRELS; DISCOLORED EARTH, ¢ DIRECTED BY THE ENGINEER OR THE CITY OF DANIA BEACH,ANY PUBLIC 3.IN THE CASE THAT A DESIGNATED CROSSING OR ANY PORTION OF THE METAL, WOOD, GROUND WATER, ETC.; VISIBLE FUMES; ABNORMAL ODORS; OR PRIVATE PROPERTY DAMAGED BY HIS WORK, EQUIPMENT, EMPLOYEES DESIGNATED WALK ROUTE CANNOT BE MAINTAINED, THE CONTRACTOR EXCESSIVELY HOT EARTH; SMOKE; OR OTHER CONDITIONS THAT APPEAR 3 OR THOSE OF HIS SUBCONTRACTORS TO A CONDITION AT LEAST EQUAL SHALL NOTIFY THE SPECIAL PROJECTS COORDINATOR AT BROWARD ABNORMAL MAY INDICATE HAZARDOUS OR TOXIC WASTES OR CONTAMINANTS TO THAT EXISTING IMMEDIATELY PRIOR TO THE BEGINNING OF COUNTY TRAFFIC ENGINEERING DIVISION, (954) 847-2600. A-MINIMUM AND MUST BE TREATED WITH EXTREME CAUTION. OPERATIONS. TO THIS END, THE CONTRACTOR SHALL DO AS REQUIRED, OF TEN (101 WORKING DAYS PRIOR TO CLOSING THAT ROUTE IN ORDER ALL NECESSARY HIGHWAY OR DRIVEWAY, SIDEWALK AND LANDSCAPING TO ESTABLISH AN ALTERNATE CROSSING ROUTE. = F WORK. SUITABLE MATERIALS AND METHODS SHALL BE USED FOR / MAKE EVERY EFFORT TO MINIMIZE THE SPREAD OF CONTAMINATION INTO g SUCH RESTORATION. UNCONTAMINATED AREAS. IMMEDIATELY PROVIDE FOR THE HEALTH AND SAFETY 3. WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR BEEN 4.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL ANY OF ALL WORKERS AT THE JOB SITE AND MAKE PROVISIONS NECESSARY FOR 4 PLACED IN WATER WATER COURSES, GRAVITY SEWER, DITCHES, DRAINS, NECESSARY PAVEMENT, ROAD ROCK, PAVEMENT MARKINGS AND SIGNAGE THE HEALTH AND SAFETY OF THE PUBLIC THAT MAY BE EXPOSED TO ANY AND/OR ANY PEDESTRIAN SIGNAUZATION AND/OR POTENTIALLY HAZARDOUS CONDITIONS. PROVISIONS SHALL MEET ALL CATCH BASINS, OR ELSEWHERE R A RESULT SHALL THE CONTRACTOR'S /R SIGNAL MODIFICATION z OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BE REMOVED AND TO ACCOMMODATE AN EXISTING OR ALTERNATE WALK ROUTE APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, RULES, REGULATIONS OR U Z SATISFACTORILY DISPOSED OF DURING PROGRESS OF THE WORK,. AND THROUGHOUT THE ENTIRE LENGTH OF THE PROJECT. CODES COVERING HAZARDOUS CONDITIONS AND WILL BE IN A MANNER LU O COMMENSURATE NTH THE GRAVITY OF THE CONDITIONS. F- THE AREA KEPT IN A CLEAN AND NEAT CONDITION. O Z H(n 4. WHEN WORKING IN AND AROUND EXISTING DRAINAGE CANALS, 5.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE STATE a LU Q APPROPRIATE SILT BARRIERS SHALL BE INSTALLED AS REQUIRED BY THE LAP CITY OF DANIA BEACH ENGINEER AND/OR CONTRACTOR WILL 2 U Z BROWARD COUNTY SURFACE WATER MANAGEMENT DIVISION. CERTIFIED SCHOOL CROSSING GUARDS OR OFF DUTY POLICE OFFICERS COORDINATE AND MOBILIZE A QUALIFIED CONTAMINATION r TO CROSS STUDENTS AT ALL LOCATIONS OTHER THAN THOSE r j LL W PREVIOUSLY DESIGNATED. THE CONTRACTOR MAY USE FLAGMEN, BUT ASSESSMENT/REMEDIATION (CAR) CONTRACTOR. QUALIFICATIONS OF SUCH CAR U!O W 2 B.PROJECT RECORD DOCUMENTS QNLy IF THEY ARE STATE CERTIFIED AS A SCHOOL CROSSING GUARD. CONTRACTOR SHALL INCLUDE, BUT NOT BE LIMITED TO: EXPERIENCE AND U 4 w LLJ 1.THE CONTRACTOR SHALL MAINTAIN ACCURATE AND COMPLETE RECORDS PERSONNEL TO PREPARE CONTAMINATION ASSESSMENT PLANS, CONDUCT Q U 4_ EL ALL WORK ITEMS COMPLETED. CONTAMINATION ASSESSMENTS, PREPARE SITE ASSESSMENT REPORTS, W Z 2 07 6.THIRTY DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION THE REMEDIATION PLANS, IMPLEMENT REMEDIAL ACTION PLANS, RISK BASED 0]Q' 2.ALL 'AS-BUILT'BUILY INFORMATION SUBMITTED LE THE ENGINEER SHALL BE CONTRACTOR SHALL NOTIFY THE SPECIAL PROJECTS COORDINATOR AT CORRECTIVE ACTIONS, STORAGE TANKS SYSTEM REMOVAL, HIGHWAY SPILL L7 THAT HE I ACCURATE,CLEAR AND LEGIBLE RE SATISFY THE ENGINEER BROWARD COUNTY TRAFFIC ENGINEERING DIVISION, (954) 847-2600 OR RESPONSE AS WELL AS EXPERIENCE WITH INFRASTRUCTURE/CONSTRUCTION Z F-O W W THAT THE INFORMATION PROVIDED A TRUE REPRESENTATION OF THE � AT BROWARD®TRAFFlC.ORG TO DISCUSS ALL NECESSARY SAFETY ACTIVITIES WITHIN (POTENTIALLY) CONTAMINATED AREAS SPECIFIC TO QUO � IMPROVEMENTS CONSTRUCTED. 3.UPON COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT MEASURES. TRANSPORTATION SYSTEMS. O LU O IL0 J Z U TO THE ENGINEER OF RECORD ONE COMPLETE SET OF 'AS-BUILYIL CONSTRUCTION DRAWINGS. THESE DRAWINGS SHALL BE MARKED TO 7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ALL THE WORK PERFORMED BY THE CAR CONTRACTOR SHALL BE PERFORMED IN Lu J SHOW 'AS-BUILT* CONSTRUCTION CHANGES AND DIMENSIONED FOLLOWING BROWARD COUNTY SCHOOL BOARD PUPIL TRANSPORTATION COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS O LOCATIONS AND ELEVATIONS OF ALL IMPROVEMENTS AND SHALL BE DEPARTMENT PERSONNEL IF CONSTRUCTION WILL IMPACT ANY BUS GOVERNING WORKER SAFETY AND ENVIRONMENTAL REGULATIONS. THIS IS TO SIGNED BY THE CONTRACTOR. ROUTES: INCLUDE OCCUPATIONAL EXPOSURE TO CONTAMINATED SOILS, GROUNDWATER, W WASTES AND ATMOSPHERE DURING THE CONSTRUCTION OF ALL FEATURES U Z 4.ALL'A D'AS-BUILT'INFORMATION ELEVATIONS, STATIONING OFFSETS AND W TIES OF THE PAVING AND DRAINAGE SHALL BE CERTIFIED BY A RUTH MASTERS ROUTING INCLUDED IN THE CONSTRUCTION PLANS. IN ADDITION, THE CAR CONTRACTOR U REGISTERED LAND SURVEYOR. MUST BE STAFFED WITH FLORIDA LICENSED TECHNICAL PROFESSIONALS (754)321-4400 EXT./j2309 RUTH.MASTERS913 WHO(GEOLOGISTS AND ENGINEERS) WHO WILL BE INVOLVED WITH THE PROJECT AND S.PRIOR TO A FINAL INSPECTION BY THE CITY OF DANIA BEACH, THE KNOWLEDGEABLE OF THE WORK ACTIVITIES CONDUCTED WITHIN THE IDENTIFIED � ENGINEER SHALL SUBMIT TWO (2) SETS OF BLUEPRINTS OF'AS-BUILY VINCENT HARRELL STUDENT TRANSPORTATION&FLEET SERVICE CONTAMINATED AREAS AND WHO WOULD SIGN AND SEAL PROJECT REPORTS AS CONSTRUCTION DRAWINGS. REQUIRED FOR SUBMITTAL TO THE APPROPRIATE ENVIRONMENTAL REGULATORY F 6.UPON A FINAL INSPECTION BY THE CITY OF DANIA BEACH, THE (754)321-4472 MNCENLHARRELL®BROWARDSCHOOLS.COM AGENCIES. E ENGINEER SHALL SUBMIT TO THE CITY ONE (1) COMPLETE SET OF TRANSPORTATION&FLEET SERVICE 0 REPRODUCIBLE MYLARS AND THREE (3) SETS OF BLUEPRINTS OF MARY TOCHTERMANN STUDENT "AS-BUILT' THE LAP CITY OF DANIA BEACH ENGINEER WILL IMMEDIATELY NOTIFY THE CONSTRUCTION DRAWINGS THAT HAVE BEEN CERTIFIED BY A (754)321-4400 EXT. �2006 MARY.TOCHTERMANNQBROWARDSCHOOLS COM THEFLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) DISTRICT I CONTAMINATION REGISTERED LAND SURVEYOR AND THE ENGINEER OF RECORD AND per COMPUTER FILES OF 'AS-BUILY CONSTRUCTION DRAWINGS ON CD IN IMPACT COORDINATOR (DCIC) AT (954) 777-4286 AFTER ENCOUNTERING THE UPON COORDINATION WITH THE AFOREMENTIONED PERSONNEL. AND IF DEEMED UNIDENTIFIED AREAS OF CONTAMINATION. PRELIMINARY INVESTIGATION BY THE AUTOCAD RELEASE 13 FORMAT OR LATEST VERSION. Y y 7.PRIOR TO PLACEMENT OF ANY ASPHALT OR CONCRETE PAVEMENT, THE NECESSARY, APRE-CONSTRUCTION MEETING WILL BE HELD TO DETERMINE ALL CAR CONTRACTOR WILL DETERMINE THE COURSE OF ACTION NECESSARY FOR BUS ROUTES AND TO MAKE ANY NECESSARY ARRANGEMENTS FOR REROUTING. SITE SECURITY AND THE STEPS NECESSARY UNDER APPLICABLE LAWS, RULES, o CONTRACTOR SHALL SUBMIT TO THE ENGINEER "AS-BUILY PLANS THE SPECIAL PROJECTS COORDINATOR FROM THE BROWARD COUNTY TRAFFIC AND REGULATIONS FOR ADDITIONAL ASSESSMENT AND/OR REMEDIATION WORK SHOWING LIMEROCK BASE GRADES AND ALL DRAINAGE, WATER, AND TO RESOLVE THE CONTAMINATION ISSUE.ENGINEERING DIVISION, (954) 847-2600, WILL BE NOTIFIED AND MAY ATTEND SEWER IMPROVEMENTS. PAVING OPERATIONS SHALL NOT COMMENCE UNTIL THE ENGINEER AND THE CITY OF DANIA BEACH HAVE REVIEWED THE PRE-CONSTRUCTION MEETING. AND APPROVED THE'AS-BUILTS'. FOLLOWING COMPLETION OF THE PROJECT, THE CAR CONTRACTOR SHALL BE 8.ALL REQUIRED DENSITY AND LBR TEST RESULTS FOR SUBGRADE SHALL 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN REQUIRED TO PROVIDE COPIES OF ALL REPORTS SUBMITTED TO REGULATORY _,H BE PROVIDED TO AND AND APPROVED BY THE ENGINEER AND THE CITY APPROVED MAINTENANCE OF TRAFFIC PLAN (MOT), SPECIFYING THE AGENCIES, WASTE MATERIAL PROFILES, MANIFESTS AND/OR DISPOSAL RECEIPTS i:. OF DANIA BEACH PRIOR TO THE PLACING OF LIMEROCK BASE MATERIAL ABOVE SCHOOL/PEDESTRIAN CONDITIONS, THROUGH THE BROWARD FOR THE HANDLING OF ALL CONTAMINATED MEDIA INCLUDING BUT NOT LIMITED 9.ALL REQUIRED.DENSITY AND LBR TEST RESULTS FOR LIMEROCK SHALL COUNTY TRAFFIC ENGINEERING DIVISION OR THE LOCAL MUNICIPALITY, TO GROUND WATER, WASTE WATER, SOILS, SOLID WASTES, SLUDGE, HAZARDOUS BE PROVIDED TO AND APPROVED BY THE ENGINEER AND THE CITY OF DEPENDING ON THE ROADWAY JURISDICTION. THE CONDITIONS OUTLINED WASTES, AIR MONITORING RECORDS AND SAMPLE RESULTS FOR ALL MATERIALS K DANIA BEACH PRIOR TO PRIOR TO PLACING ASPHALT. IN THE MOT ARE FULLY EFFECTIVE AS PART OF THE PROPOSED TESTED AND ANALYZED TO THE LAP CITY OF DANIA REACH ENGINEER AND THE w IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FDOT DCIC. ENSURING THAT ALL WORK ASSOCIATED WITH THE PROJECT IS IN 4 MAINTENANCE OF TRAFFIC-SCHOOL/PEDESTRIAN COMPLIANCE WITH ALL THE REQUIREMENTS OF THE APPROVED MOT. ARCHAEOLOGICAL: O R THE MAINTENANCE OF TRAFFIC PLAN, PROVIDED BY THE CONTRACTOR, SHALL 9,THE CONTRACTOR SHALL ENSURE THAT THERE ARE NQ SPEED LIMIT SHOULD CONSTRUCTION ACTIVITIES UNCOVER ANY ARCHAEOLOGICAL MATERIAL, INCLUDE PROVISIONS FOR PEDESTRIAN AND/OR SCHOOL STUDENT TRAFFIC AS SIGNS INSTALLED WITHIN THE DESIGNATED REDUCED SPEED SCHOOL THAT ACTIVITY IN THE IMMEDIATE AREA MUST BE STOPPED WHILE A WELL AS VEHICULAR TRAFFIC.THE FOLLOWING ARE MINIMUM REQUIREMENTS: ZONE AT ANY TIME THROUGHOUT THE PROJECT. PROFESSIONAL ARCHAEOLOGIST EVALUATES THE MATERIAL IF HUMAN REMAINS ARE FOUND DURING CONSTRUCTION OR MAINTENANCE ACTIVITIES, CHAPTER 1.THE SAFE WALK ROUTE FOR ALL SCHOOL STUDENTS WITHIN THE 872.05, F.S. APPLIES AND THE TREATMENT OF HUMAN REMAINS PALL CONFORM mn VICINITY OF THE CONSTRUCTION ZONE SHALL BE MAINTAINED DURING STAGING AREA TO CHAPTER 3 OF THE FDOT CRM HANDBOOK, SECTION 7-1.6 OF THE FDOT'S STUDENT ARRIVAL AND DISMISSAL TIMES. IF THE CURRENT WALKING o"-..C 4.1.1 SURFACE CANNOT BE MAINTAINED, THEN A TEMPORARY WALKABLE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, STIPULATION SURFACE SHALL BE CREATED. THE SAFE WALK ROUTE SHALL BE THE CONTRACTOR SHALL COORDINATE SELECTION AND REVIEW OF ANY XI WORK THE SECTION IAT PROGRAMMATIC AGREEMENT, WHICH REQUIRE THAT ALL SEPARATED FROM THE CONSTRUCTION ACTIVITY DURING THE ENTIRE PROPOSED STAGING AREAS ASSOCIATED WITH THIS PROJECT WITH THE CITY IN WORK CEASE IMMEDIATELY IN THE AREA OF THE HUMAN REMAINS. CHAPTER LENGTH OF THE PROJECT ENCOMPASSING THE ENTIRE WALK ROUTE WITH DANIA BEACH STAFF W LAND/ AIURA.AR STAGING WALL TAKE PLACE WITHIN 872.05 STATES THAT, WHEN HUMAN REMAINS ARE ENCOUNTERED, ALL ACTIVITY PROPER PEDESTRIAN OPENINGS AT DESIGNATED CROSSINGS IN PARKS,SCHOOLS,OR WETLAND/NATURAL AREAS INCLUDING THE BANKS OF THE THAT MIGHT DISTURB THE REMAINS SHALL CEASE AND MAY NOT RESUME UNTIL COMPLIANCE NTH FDOT DESIGN STANDARDS INDEX NO. 600 AS WELL AS HOLLYWOOD(C-10)CANAL. AUTHORIZED BY THE DISTRICT MEDICAL EXAMINER OR THE STATE ARCHAEOLOGIST. BCTED#19050606 aT a " Z 3 RAN LINE TYPE"A"JOINT TD 02 FT/FT g SLOPE W TYPE"B"JOIN T /��i z TYPE"A"JOINT TYPE"A"JOINT o-2 TyP i TYP RAN LINE SEE NOTE 7 Lu> F A SECTION A•A v Q o �U) 0 0 EXI TING co¢ Z 00 NEW S DEWALK SID ALK ¢Fr DIRECTION ¢c~i>O LIJ OF TRAVEL A 0 LU� Z TYPE"B"JOINT NODS LU J 0D I.CONCRETE TO BE CLASS 1,3000 P.S.I. W= Z 0 p PLAN 2.THE USE OF REINFORCEMENT IS NOT PERMITTED. 0 LLJ D TRUNCATED DOME 3.SIDEWALK SLOPES SHALL MEET THE REQUIREMENTS OF s> EDGE OF 0000 FOOT INDEX 304(Typ.) THE AMERICANS WITH DISABILITIES ACT. T PAVEMENT 4.RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS IN ACCORDANCE U---- ACCORDANCE WITH FOOT INDEX 304. DIRECTION S.THE VERTICAL DEVIATION FOR A NEW SIDEWALK SHALL OF TRAVEL NOT BE MORE THAN 10. 8.THE VERTICAL DEVIATION FOR A NEW MAINTENANCE a g ACCESS STRUCTURE COVER SHALL NOT BE MORE THAN 1l4". 7.SUBGRADE MATERIAL SHALL BE COMPACTED TO 100% u OF MAXIMUM DENSITY,PER AASHTO T-99. 8.STAMPED CONCRETE IS NOT ALLOWED IN LIEU OF 114" 118" TRUNCATED DOMES. 5 a� 9.SEE HIGHWAY CONSTRUCTION AND ENGINEERING u y§ 12" DIVISION APPROVED PRODUCT LIST FOR ACCEPTABLE �{ g MATERIALS FOR TRUNCATED DOMES. F F BROWARD COUNTY Ea o � 114°R 112"R HIGHWAY CONSTRUCTION z TABLE OF SIDEWALK JOINTS AND ENGINEERING DIVISION TYPE LOCATION TYPE"A" P.C.P.T.OF CURVES& SIDEWALK TYPE"B" W, WHERE OF ABUTS SIDEWALK JOINTS CONCRETE DRIVEWAY. TYPICAL DETAILS Y PREMOULDED 5'-0"CENTER TO CENTER 5 EXPANSION "B" ON SIDEWALKS. JOINT FILLER Approved by: DJH 14 Revised: g101105 WRH DWG.NO. DATE E" SIDEWALK TYPICAL DETAILS C 4.2 NTS ------------ A BCTED#19050606 NOTES 1. RAISED INTERSECTION SHALL BE TWENTY-FOUR(24) q OF TRAVEL FEET IN LENGTH OR THE WIDTH OF THE ROADWAY 6, LANE(TYPJ ( ) (TYPICALLY TWENTFY-FOUR(24)FEET),WITH THE FglOWING CHARACTERISTICS: a. HEIGHT OF THREE(3)INCHES .! , b. TWENTY-FOUR TRANSITIONS FOOT FLAT TOP g %� STOP '?y`nra 1'SPACE C. 6 FOOT 7RANSTIONS ON BOTH THE NEAR h FAR 3 rL OF ROADWAY 6'(TYPJ 1'WHITE SIDES (�') I MARKING d. WHEN APPLICABLE EIGHTEEN SIDE INCH 126 RI-1 SI-1 CROSS SECTION T — TRANSITIONS ON BOTH CURB SIDES (30'X 30-) (30'X 30-) 2. KEY CUT TWENTY-FOUR(24)INCHES ON BOTH NEAR m T W11-02 k FAR SIDES WITH TWELVE(12)INCHES NEXT TO ¢a & (30.x 30-) , RAISED INTERSECTION AND TWELVE(12)INCHES UNDERNEATH,FOR A DEPTH OF ONE AND A HALF g B B (1j)INCHES. 3. WHEN APPLICABLE KEY CUT TWELVE THE INCHES ON SPEED O ti BOTH CURB SIDE EDGES,UNDERNEATH THE RAISED () HUMP AHEAD INTERSECTION,FOR A DEPTH OF ONE AND A HALF '(n (1�INCHES. 0 lz W76-07PL W16-9p p I 4. PAVEMENT MARKINGS SHALL A IN ACCORDANCE WITH Z (24-X 12-) (24-X 12-) THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES O-LIl J W17-01 aMU FOR DIRECTION OF TRAVEL,INSTALL TWO(2) }- (30'X 30') A CHEVRONS,ONE(1)FOOT WHITE PAVEMENT LU F- MARKING,SPACED ONE(1)FOOT APART FOR A =LL q LL TOP VIEW LENGTH OF SIX(6)FEET CENTERED ON TRAVEL U¢ ❑ SIGN DETAILS LANE,PLACED ON TRANSITION ONLY. b. SIX(6)INCH WHITE THERMOPLASTIC EDGE LINE Z- NTS L 6' VARIES --II-- 6' TO BE REPLACED ALONG SIDE OF THE RAISED DO Q_1Z I- (TYP.)�(21'MIN.-2W MAX.)T(TYP.) INNTERSECTION,IF THIS EDGE UNE PREVIOUSLY Q R Q EXISTLu 3 OTHER INFORMATION: O❑2 Z CROSS SECTION A-A 1. ALL RAISED INTERSECTIONS SHALL BE INSTALLED IN LU KEY EACH SIDE T 0(2)UFTS OF Ih-TYPE S-III(SP-9.5)ASPHALT. D_� 6' VARIES 6' 12'X 1 1/Y 2. A HALLTT.T TO BE APPLIED PRIOR TO LAYING THE WQ LZ w ii°wYO )� MAX.) (TYP.) 3. AN APPROVED MAINTENANCE OF TRAFFIC PUN SHALL Q Fmwr wm w„b wx (TYP. (34'MIN.-48'MAX. BE ESTABLISHED FOR EACH RAISED INTERSECTION U NOTE: yT INSTALLATION. OLIO . B PREMANUFACTURED J' 4. INSTALLATION SHALL BE IN COMPLIANCE WITH THE u O O� .. DETECTABLE WARNING U o pp f SURFACE PLATES SHALL y 00000000 CROSS SECTION B-B BRED,F ONCTRI nON!4TECT DITIONT o �' • � BE EMBEDDED A MINIMUM M 0000 0 0 O O O why KEY EACH SIDE D OOoo b� OF1'INTHECONCRETE 00.,0O00 O — gg OO000°O f �• a' SURFACE Ia OOOD 000 f^°J 24'X 1 1/2' d� 00Ft m TYPICAL RAISED INTERSECTION DETAIL w NOTE: 00 ro „'o` ,,� NTS II DETECTABLE WARNING SURFACE 0 pay - a� TRUNCATED DOMES SHALL BE IN APPLY PATTERNED TEXTURED MILLED-'OF ASPHALT AND e.at BA1w rnlx ACCORDANCEWITH INDEX 30s OF PUN VIEW PAVEMENT OR APPROVED EQUAL PROP.ENHANCED RESURFACE% OF TYPE S-III �5e 6W+LIlPE t21 THE LATEST EDITION OF THE FOOT CROSSWALK SP-9.5)ASPHALT ie!ssort mn) DESIGN STANDARDS AND PER SAWCUT AND MATCH (WIDTH PER PUN) ( M y°ec ADA ACCESSIBILITY GUIDELINES SECTION 4.29.2. y0i, ro eNl 0 EXI TING SAWCUT AND MATCH S Q oi0¢ E 12'SO I TH 0 EXISTING m yl (grf 43 (INSTALLED OUTSIDE OF 12'SOLID WHITE 7HETAOPLASTIC roP ENHANCED CROSSWALI() � e 0000 '• I PROP. L Uzi h--y W INSTALLED OUTSIDE OF Z - 00 c "'..•.• W2'W(MyN.) IMPRPROP' TS ENHANCED CROSSWALK NOTE: nY'1Rl ro O0.0. _ THEAIJGNMENT OF THE �X 000 TRUNCATED DOMES MUST SOD REPLACEMENT— ., +. z" 0000 • BE IN THE DIRECTION OF (ST.AUGUSTINE) m y 000c � TRAVEL TRUNCATED DOME EXIST. SUBGRADE NOTES: u 7. OR APPROVED TABLEEQUAL WARNING OR APPROVED EQUAL. 2. COLOR SHALL BE STANDARD NOTES: YELLOW. 1. SHALL BE INSTALLED 14 DAYS AFTER ASPHALT FULLY CURES SOD REPLACEMENT DETAIL 2. PATTERN SHALL BE DIAGONAL HERRINGBONE WITH HANDICAP RAMP DETECTABLE SOLDIER COURSE BORDER. NTS 3. COLOR: TENTATIVELY CLAY SUBJECT TO CHANGE. is WARNING DETAIL CROSSWALK ENHANCEMENT DETAIL C 4.3 NTS NTS BCTED#19050606 m s a = t 9 6V/13W SOLAR PANEL I CONTROL CABINET m 3 A ° 30" WII-2 BLINKERSIGN F U W� �F I, 1 a� W o � ° 2/'XI2' W16-7PL STATIC SIGN f U Q d U 3 wz� C� i f m¢< z p 2 f ¢pwg w 0 F z s a j CD 2"%2'X12' 12 GAUGE 1 O W GALVANIZED SQUARE POST V 0 j U YELLOW PUSH BUTTON KIT ; 61.5 NOTE:PUSH BUTTON SHALL BE INSTALLED w FACING PEDESTRIAN TRAFFIC 2.25"X2.25'X3' 12 GAUGE /20 GALVANIZED ANCHOR oil U l O g! V p.� Z NOTES: s 4 1. 6V/13W SOLAR W11-2 BUNKERSIGN SYSTEM POLE,PUSH u BUTTON SOLAR PAN 2 SOUR IENT PANEL TOWARDS SOUTHERN SKY FOR `y MA70MUM SOUR EXPOSURE T. SOLAR POWERED W11-2 BUTTON xEoc 4.4 ACTIVATED FLASHING LED SIGN DETAIL NTS BCTED#190506061 GUIDE TO USE THIS STANDARD: o 1. Calculate the Total Panel Area and the centrold'C'for an Individual sign or a sign cluster. Z Determine the helght'H'from the groundline for the individual sign or the duster. 3. Consult the Post Size Table and find the intersection point. 4. Design the post and the foundation according to the required Past Size and Assembly Details. Sign Post with 3"x 7 ga.Square Anchor Sign Post with Triangular Slip Base a I§� Triangular Slip Base Assembly Fo 2-1/2"Perforated Square Tube Sig ost U Slip Washer LU� H Post R Iver 01 W —Red' Cirque Boll d J W Q 0.75 2-1/2'x 19 x =LL p W 12 ga.PSST U¢X 1.76" 6�: Facing Incoming Traffic QQ rD EL 017/32'Hides W Z (D min.8'post 2 ea.x 4 Sides m Q J Z_ Insertio, n c T� ¢ p Q' p<wg Lid W Post Slzs Table ' W J 'H'Sign Assembly Washer W Z W Heigh[(R) Flange Nut Centroid of (measure from ground) 42' 38"Burial U Sign Cluster 8 8.5 9 9.5 10 SOUMEARTEBE SIGN POST Depth SQUARE TUBE SIGN POST _ TUBE 51GN POST THE SnuME TUOE SIGN POST S ° p 3 .......... SHALL BEZ.s'SOVARE, / U p ��. PERFORATED,HOT DIPPED SQUARE UBEINEENTEr o 4 - GALVANIZED I-LAGE.GRADE 90° 2-1/2%10'% 3"x 3'X42" SOUPREmBEINSERlEO INTO A ° - STEEL THE POST SHALL SE 12 ga.PSST 7 ge,heavy Z.s'SQUARE TUBE BOTH TUBES 8 AHEAD SW P 1 wM 3'a T ea NSTALLEU W R NGROU ID W LL BE PERFORATED Hun- 5 p = „' dutyg�lvanized DIPPED GALVANIZED 14-GUAGE, FITTED IN LETANGHOR AS p / F y � BnChOf GMDE 509TEEE THE POST SMOYM IN UETA L. SHALL BE INSTALLED IMO THE / F ° 7 DETIL. ASSQABIY SHOWNIN/ j 2-1/2'$quera LL ° 'H'Sign .......:........ /� 1/ Post Receiver 0 0 p Assembly 9 F— L1 w Height m 10 iMax. j G Hardware Includes 2 each 318"x 3-1/2"GR.8 1 §. Flanged Shoulder Bolt and Flange Nut. /GmN y m . o T Mln m 121t` g Ground D. :...Sion Poal wlu rAW,sder - -i / ° Clearance o slq Rasa AmemOy 4"Max. / p F 74 1 / o t Grwno Level p e'Mm 15 '._-' i j Note:Dim ions and certain details for the parts used to assemble the slip base nnections p � Ground 18 i are in en nally not shown Slipbase connections are patented manufactured pro that I t ° Clearance 1 are In Ilance with NCHRP 350 crash test criteria.The base wnnec8on details a only P y 0 1 "'- :....Two ron�..... - tN sho on this plan to illustrate how the parts are assembled.The Complete assembly t be 1 --i„�,p,�„ s;.;d-'- `�/ de ned to withstand 150 mph Base Wind Speed per 2013 AASHTO Standard Specific na IN g �a ae f Structural Supports for Highway Signs,Luminaires,and Traffic Signals,6"edition and 20 terims. 1. p GROUND LEVEL S g u y5 6 REVISIONS ry PUBLIC WORKS DEPARTMENT SHEET DATE DESCRIPTION � �(� TRAFFIC ENGINEERING DIVISION GROUND SIGNASSEMBLY NO. 01-05-2018 WA /'} , ` DESIGN BY..YVES D'ANJOU,P.E. SCALE.'NTS 03-21-20,171 UPDATED POST SIZE - CQUNTY DRAWN BY:STEPHONRAMOUTAR DETAILS 10F1 °c as M CHECKED BY:ANDREW SEGO,P.E,PTOE FOR SIGN ASSEMBLIES WITH MAXIMUM 8.75 FOR SIGN ASSEMBLIES WITH GREATER THAN 8.75 SQUARE FOOT PANEL AREA SQUARE FOOT PANEL AREA WITH SUPPLEMENTAL SIGN Typical Details Typical Details p STREET ID TTER)MATERIALS: 3 STREET ID 03.1) WHRE T,PE Kt SHEEnING SHALL BE o Main St COMPOSED OF COMM ATMION OFLETTENG OF STREET NENLOWERCASE Street Name o LE 7ERS WITH INITIAL UPPERCASE LETTERS q Street Name BORDER DETAIL"B" a BORDER WIDTHS WILL VARY BASED ON LETTER HEIGHTS 2-CROSS STREET BLADES LETTER HEIGHTS-80RDER WIDTHS Q a d INCH LETTER=0.375 INCH BORDER WIDTH Triangular Slip Base Assembly For e BINCH LETTER=0.500INCH BORDER WIDTH 2-1/2'Perforated THE ENDS OF THE STREET 81NCH LETTER=0,750INCH BORDER WIDTH Square Tube Sign Post U Z 10 SIGNS MUST BE BOLTED 0 TOGETHER: GREEN BACKGROUND Slip Washer F GREENTRATED ORENTINKO'CUT((EC) O Q BOLTS ESS S E EL EADW16 CLEAR-COATED EOU ALENT UT(EC)FILM (L W U J STAINLESS STEEL�WiS x 3/d' OR EOUNALENT Post RBCBIVer 6. LL NUTS-5/16-STAINLESS LETTER SAS —Reds-Torque Bolt W H H BEE MUTCO TABLE 262(PG 103) Z W STEEL WI NYLON WASHERS SEE MINIMUM LETTER HEIGHTS W Q W Q LENGTH VARIES BY STREET NAME U Q W 0 I HARDWARE I h SQUARE TUBE 6KiN POST BOLTS-M18 HEX HEAD STAINLESS S/1Sx7 1 vYi Facing Incoming Traffic W W V The Square Tube Sign Poe, NUTS-5/16'STAINLESS STEEL Wr NYLON WASHERS. In Q J W O" shall be 2.S square. ¢� pe—ded,hddlpped REGULATORY SIGN 1 Imo+ ¢ Qp galvanized,12-gua0e,'M.50 EN NO STREET ID IS PRESENT elsel.Tha Pust shell be THE STOP SIGN SHALL BE MOUNTED FLUSH �,}(L�� Q(50 } m¢laled with mylround TO THE TOP OF THE POST WHILE MAINTAINING 1 �dY�, Q Z m mlatl sleeve ender as 7 FEET MIN.CLEARANCE BETWEEN BOTTOM OF shown In delal'W bel— SIGN AND GROUND LEVEL ANY SIGN (L Z) Z W LL INSTAED BACK TO BACK WITH THE `\ W DETAIL"A" STOP SIGN SHALL BE SMALLER THAN Washer O Q2 y THE STOP ON. Supplemental Sign ONLY 0.7 2nlY x 1P x STOP,DO NOT ENTER OR YIELD R3-5R Flange Nut ¢ ll 1.75' 12 ga.PSST WHTE TYPE w SHEETING ITypicalj ({) 0 017137 Haas PRESSURE-SENSTTNE RED TRANSLUCENT � 2 ea.x d Sitles INK SILK-SCREENED CLEARCOATED OR (� rob.8'post ELECTROCUT(EC)FN.M OR EQUIVALENT. i) inantlon < HARDWARE c JI BOLTS- 18 HEX HEAD STAINLESS STEEL 5116'x 7 'g t` NUTS-5116'STAINLESS STEEL W/NYLON WASHERS. tr NOTES:1. ALL TYPE XI SHEETING UrILIZED G Q ¢ MUST BE ON THE FOOT APL UST. i O 42" 2. SEE BCTED TECHNICAL POLICY G 30•Burlel 2-1/2.--r Sq.— Depth FOR RETPM-16801-TRAFFII CSIGN M o FOR RETROFLECTNE TRAFFIC 8K3N MATERIPLB. Anchor height not to exraed Poal Receiver �a SQUARE TUBE SIGN POST d•above ground. £ 7 ga.BeavY 4'MaX. a Square Tube Syn Post 4"MBx. Y y 2� dory a Ivenized Ground level o hell coreiel d a 2.5' Ground level squ anchor square tube imerled Toro 2.5' are po eaWm.et r Kota U '� 3B' wbas Coil es per kxl.WA—di Slip Sax Assembly ea 38' 9udal galvanlzetl,12�uege. (See Delal'B') Burial Hartlware indutles 2 ch 3lB'x 3-112'DR. Dap1h g tee grade 50 sl.The post Flanged S--,See entl Flange NUL 'hell M I-eRed mb gw za p a elip base a¢aemMy shown in deoill G 33u Notes: -- 1.Dimensions and certain details for the pans used to assemble the slip base connections are Intentionally not shown.Slip base Connections are patented manufactured products that are in compliance with NCHRP 350 crash ® test criteria.The base connection details are only shown on this plan to Illustrate how the pans are assembled. w The complete assembly must be designed to withstand 150 mph Base Wind Speed per 2013 AASHTO Standard Specifications for Structural Supports for Highway Signs,Luminaires,and Traffic Signals,61h edition and interims. 2.For standard ground sign installation,see detail entitled'Ground Sign Assembly Details'. REVISIONS k, 3 PUBLIC WORKS DEPARTMENT STOP SIGN AND STREET SHEET DATE DESCRIPTION B� �AR11 TRAFFIC ENGINEERING DIVISION NO. Te aaew,la,. IDENTIFICATION ASSEMBLY oT 0&-0B-2017 WA I t DESIGN BY.,CARMELO CARATOZZOLO,P.E. SCALE:NTS pqr. ra 01-25-2018 WA - • COUNTY DRAWN BY.,STEPHON RAMOUTAR TYPICAL DETAILS of c as 040g-2019 UPDATED MATERULL NOTES CHECKED BY.-ANDREW SEED,P.E.,PTOE WII-z 30'x 30" YIELD LINE DETAIL AeW16M7P -\ 24"X 12' / 3"-12"SPACING L .,I (UNIFOR M) .. Ili i v v v ' U J � W2fi ` 30" C I F W 15 W13-1 MPH 18"x la" i W 0� A U \� 250'(SEE NOTE#2) \ / a� C9- C STREET ID 03 18"YELLOW—, 6"YELLOW O \��\\CTION OF TRAVEL / U W d C9 O VELD 6'DOUBLE YELLOW 6"WHIT O A 1OB -�-� Z R6 , R1 2 D \ 36'x 36".36' /^�" / t ` P" --6"DOUBLE YELLOW Q¢Q C7 H /`�Bd.� ZFp Z7 �D Qv>O YO ="mAnic lx 24"x 18" L 12'X 18'WHITE—_`�� // 10'TYPICAL -_..AT 40'ON ENTER 'S ❑LU ¢O Al.oei Or ` AT 40'ON CENTER w J _ 0- z O 6"WHITE 1, KEEP — --------------- _—---A—�.-- O p� w� R4-7B - .—._.._._.. __.- LLU 24' •,,�, F U O LL RIGHT F _ ! '25'PREFERRED V v 20'MINIMUM d � OM1-3B. � �! (OPTIONAL) 30'x 24' F r j O O 0 12"WHITE r, - 24"WHITE 50'-6"DOUBLE -- S1_1 '� � SPECIAL EMPHASIS CROSSWALK MARKINGS YELLOW g 36"x 36" FOR SCHOOL CROSSINGS. R >3e !250'_40 MPH 0G w r W16-7P ! !350"_45 MPH F y 24"x 12' ROUNDABOUT NOTES GENERAL NOTES: �F OF :,;INDABOUT GEOMETRY SHALL BE IN ACCORDANCE WITH THE LATEST FOOT ROUNDABOUT GUIDE 2.PLACEMENT OF ADVANCE SIGNAGE IS DEPENDENT ON SITE CONDITIONS,INCLUDING EXISTING ! z.SIGNAGE,AND SHALL PROVIDE SUFFICIENT ADVANCE PDVANCE WARNINGS TO THE D ! Z 51-1 3.SIGNS SHALL NOT OVERHANG SIDEWALK OR CURB AND GUTTER 1F RIGHT OF WAY IS AVAILABLE. O rc 36"X 36" 14.SIGN SRES SHALL BE 7N ACCORDANCE WITH THE LATEST EDITION MIITCD. F j5.E AND F SIGNS SHALL BE USED IN SCHOOL ZONES. 100'(SEE NOTE#2) W 16-9P 6.TYPE XI SHEETING SHALL BE USED FOR ALL REGULATORY,WARNING,AND OVERHEAD SIGNS.USE -+ AHEAD TYPE IV YELLOW-GREEN FLUORESCENT SHEETING FOR SCHOOL AND PEDESTRIAN SIGNS.USE ! 24 X 12 TYPE IV SHEETING FOR ALL OTHER SIGNS O ti B P REV/SIGNS n "'' n^ PLIBLICWORKS DEPARTMENT PAVEMENT MARKINGS & SIGNING SHEET DATE DESCRIPTION ��(' ) TRAFFIC ENGINEERING DIVISION NO. Of-18-2017 Mfnor Changes vvv //''qqj ��, uuu'�..v'��/DESIGN BY:LEI CAI,P.E SCALE:NTS DETAILS FOR ROUNDABOUTS 04-12-2018 Added Sig. C V U N I 1 i DRAWN BY;STEPHON RAMOUTAR —LOCAL STREETS 1 OF 1 04-09-2019 Updated Sign Requlre ft • :CHECKED BY CARMELO CARATOZZOLO,P.E. C 4.6.1 S WHITE.T- SKIPS-� DRwuNE LENOFn rAe1E SPECIAL EMPHASIS MARKINGS NOTES 1.FOR TRAFFIC AND PEDESIRMN..AL IMSTALLATON,REFER TO INDEX NO.e.Ml-GOt THRWGN 695-001. 2 FOR R1SIJC SDEWAIX WRB PANS,REFER TO HOE%N0.522-002 25 15 I I 3,FOR PAVEMENT.MIXINGS AND SION INSTMLATION.REFER TO INOE%ES 100-010 MR.100-I RO AND.- D. -� A.CROSSWALK MOTHS:NTERSECTRI OROSSWALK V—MINMUM.10'FOR STANDARD.MID-.DNOSSWNI(10'1. 4 5.ALL AOSYWALN MAR ONGS MUST EE WHITE "+JLIO WHITE ' 36 e.LONGIM—MARKINGS W—AL EMPHASIS CRISS—MUST SE RA'MWE AND SPACED TO—I TIE-m PAM K V911C1E5 DENTER ME—TUDWAL MARKINGS AT EADH LINE PLACE ADDITIONAL LWgTU—MARIOMS AT TIE CENTER W EACH LANE. DCAVAt^ —_ THE SEA—.SPA...—NWD SETYEEN LOH M.—MARKINGS IS T. 6' O'SOLIO WHITE mECgg AM-E WREN ME CROSSWALK IS SKEMED TO ME LANE ONES.THE LONDIM NAL MARNNDS SI—I D BE PARALLEL TO WE LWE WFS MVWArLETTFAIF—F 21-LONgN01NA1 BARS IN 9'EgAL EMPHASIS CROSSWAU(MUST SE PERFORMED IN THERMOP(ARTC. S iDD'AU% _ SEE FpOT INDEX NO.r11Cp1 FOR $PACING 1Y 1RANSVERSE LANE LANES W ME SPECIAL F]®HA95 CROSSWALK MAY BE STANDARD 111FAMOPLASTC OR PREFORYEO PLACEMENT OF CROSSHATCHING. .S'SOLID YELLOW • 1HERMORASTC. 28;i 3'Y 5P MIN. rm�r TARROW9 /��" w I I rro'-Ma ]ARm]ws R3-5R ISRG'x35') V z 25 R R1.1 OLI AD-SD WHITE H\� 3 ELL SKIP O 2 �...�. tY Z U) LAHFWG„gMP`,,,. Im, R T. ® a Lu Pn.RO TotF aACEI,n� � 'O'SOLIOV'VIOTE \ ro9TDNlvANMEDBAGE.MgT<awL :2 STORAGE TMNSITIGH -y 1- O3 \ W iW-2Y' 'WHITERtEO RPM'S 1Gd' I{I O. Z *ERwai1!w•OM.rI.ACES \ 25`--t 10p MAX--� p ATM O.C- M6�, � © \1 �31)'RAGIUS MIN W O Q LL ,1`)sPECIaREFE•S — — — — — e — — — -- ---- °-- -_--- UQd T MA aNm i{�wHgr aagc ras �zgga-soLSSwKK��pWN1TE _ Q Z 2 Z J . _ %1S SOLID WHITE V SOLID WHITE � � T t. — _ — ICI ®\ • l ° Irk SL — TYPE'F-_ I I i — — — SIEA t aZ cG W -CENTEREDD LE OWRFODT Q cq OJ 32'MIN. Q WPEFERRED\_ 'O'SOLID Y ,TE LUp r'' -a�c VccccCccCcccccccScc Cc� 1 _ - Lu \ 'SOLID YELLOW, I_TIUNSR FFX_`,TH_T,T, 8'WHITE • � . • • • � . _ •-VARIES • _ ________- • • 'lELLOW PAI!JT wi a11nKAuc ¢a•SOLW WHITE 1 _ _ KMITEriED R✓M'S'l W C / X _ _ O'SOLIO YRRTE 4 a.SOLID �TFDJDR OHRrE MST W / 1 NO 81OENAO( ! screw V a ITiva — U 3 ROMPS PERMITTED) 25' t R11 �` W' Op'MIM- SS �1W'TRANSITION •L~S 130'STORAGE Rtl a • RAMPS PERMITTED) ®0.3 VARIES (I(®�'EI RSSR(]tl•r3E"1 �� ,1, K�JFTP.55R.00ORi2A•xNl') •.SO'E'SSppLLID U 1 `D•DOUBLE YELLOW . DEH.H31 !OM gF xJ il-10 WHITE r 1�LpWYELL. 2 S OPIDIN9Frlee:!RP AT'c0.c EGEN NOTES © raLDLyLTEuuMRmOLaa"S Ap EDDELTxEORA1L4 p rYKrvWAR1(Tallo•rTl1EE paR 1.ALL PAVEMENT MARKINGS SHALL BE ALNMI BASED 1HEANOPLASTIC AND NLLY REMgEEfIECiOPI]ID. IECfA'E YDLOW PRIM B gAECTxN OF TRAVEL Y • LawnELL M m ! 2 ALL D INTH T AOHE%S ON PAVER SYSTEMS SHALL BE SY DBO/3M SEWES TAPE DI EIXRVALENT AND I- /EsoLIO WHtEM VEuow MRIED MTH PEO AON®VE A3 PER MAHUFACIURERS SPEtlRCAnONi MW tt1CROSSWKK YI��q;E OF PAVFYExT ¢PreF' 0,9�! 3.ALL PAM3OIT 4AM(N(S AND 9CNMG WALL BE N ALCOROANCE M1H THE'MANUAL ON UNFGRM IS VIERLLW: 1 I 6 U!� 1R/3F1C CWMOL IIENCES-,eC1E0 SrANDMOS.ANII FOOT DESIGN SIANDAROS, C SEE t FDIIt N OEK NO 70e-00 FOR PLACEMENT OF RPM•A(FO11 SULLMOSE RPM TREATMENT,SEE LEMID oWEcr i N0, MEDGN HOSE PADIf DETAD9 CMEYEOME DETAf13-CROSBWALE ARBABAND IN PRONia CDRE RAMP4 SIDP DETAELS 5.RN'.SI SE CLASS'0'DO EW ALENt APPLIED MTH EPDXY OR BRIM.—ADIESIW. © RNEEMBEPA(UFOR GRAe9 uE �uN,�\ AN © ® e-1CBIUP6TW EBMNLL BF VSEO Fqi THE FgLOWNOCgD1MfN5. u U e.FlXli NO APPROVED 4AIFA SHALL BE USED MIEN APPLYWC MMKWGS 01!CONCRETE. YEu�.u0„. a lr Sam MTarE�•( t JW D"E'°KWa C�tF A,A 11arMENr I fqt W.LANE DETANS SEE FOOT INDEX X0.T1-DOz pAp�u6 fi W.�..�1E �BEE� ® 2 r SIOP aMAXIMOE�SENUL BE ueEDFwTHE FaLonNa c'wgna s: w B.YMDNCS IX ANO AD/AGENT T)BIKE LANES 91A1L BE 1NEWAORASnC WITH A YIXTWE OF SOW by Fqi SPAPNG� ' �'Ag I Np 1 ;EFT9TWd AroVFMEM roUFMpIYs z GLASS SPHERES AND MOO SHARP SILICA SAND A➢RED AT A RATE DETERMINED BY TIE MANUF MEFS BPFDM.ATONS. PANTED MEDIAN IOITR ® SlID2T MAMl RADl DETAXIS ON G.EMSIND NANGS SHALL SE REN WA WED BY TER BLASTING OR SAND BLASTING. BEESGIEDSTOP&ONANOSTREETNIFMIFICA—ASSENBLY 10.ALL STOP LINES TO BE A'BEHIND CRO551YALK OR 9OENW(. ttPKWL DETAKS C WHERE SIDE ROADS INTERSECT A MULTI LANE STOM M MGHWAY THAT HAS A SPEED s UNIT OF AS NFN M HGHER,THE MNeAUM SIZE OF ME SKIP SINKS FACNc O Il.PAVENENY NAAIIWG RERELIMTY SHALL SE UNFM O ACROSS THE ENTIRE STRIPE AND SHALL HAVE A 1'00{ ygLOW PANR THE SLOE ROAD—OA—S,EVEN IS THE SIDE POAD DIRT HAS ONE APPROACH WHIMUN RERECTIMTY READING a 250 MIWCANCMS FOR WMITE AND ITS W—ANDELAS FOR AUM LANE.SMALL EE M*XW. 12 ALL PRODUCTS MUST BE ON FDOTS APPROVED PRODUCTS LIST(AR). 1Y eDIMYELLOW YELLOYInELLOII RPM. WHERE SIDE ROARS INTERSECT A M14n-LANE(INCLLIDBIc TUNI LAN:)STREET OR 1 HGHWAY TUT HAS A SPEED LIMIT OE b MPH OR LOWER,RE YNIWIM SIRE a a RPNS SHALL HOT BE INSTALLED AOJACDIT TO MIE LAMES wREc 1HE S10P SKIP HAS TIE SIDE ROAD APPROACHES SHALL SE 3e-r . REVISIONS R n PUBLIC WORKS DEPARTMENT PA VEMENT MAR"NGS SHEET DATE DESCRIPTION 8 -I )�V1/ARp TRAFFIC ENGINEERING DIVISION NOcHemlow; IT 01-15-2016 N/A { I DESIGN BY.CARMELO CARATOZZOLO,P.E. SCALE.'NTS AND SIGNS DNN - 06-11-2018 UPDATED FDOT INDEX REFERENCE COUNTY DRAWN BY STEPHON RAMOUTAR DETAILS OF q C 4.6.2 08-23-2018 UPDATED NOTES • CHECKED BY.'ANDREW SEBO,P.E.,PTOE ' Exhibit B Sagaris Corp. GENERAL CONTRACTOR CG C 1520899 1947 N University Dr. T Coral Springs, 88-3071 K Phone:(954)688.3407 Fax:(954)G88-3407 Email:office@sagariscorf).com Corp REQUEST FOR CHANGE ORDER #3 TO: Mr.Nestor Santana,P.E. DATE: February2l,2020 R.J.Behar&Company,Inc. OWNER: City of Dania Beach 6861 SW 196th Avenue,Suite 302 PROJECT: Citywide Pedestrian Safety-Dania Beach Pembroke Pines,FL 33332 PROJECT# FIN438282-1-58-01 SCOPE :I QC Testing-Asphalt Description Per Contract Terms,Quality Control/Asphalt Inspector Technician Cost for Paving Operation Total Amount Proposed for Change Order $ 3,500.00 Note: Except as qualified herein all changes to work to be performed under the same terms and conditions as the base contract. WEAGREE to modify the original contract by the following CHANGE ORDER amount: $ 3,500.00 Additional days to complete this work TBD Signature: Date: Authorized Sagaris Corp. Representative ACCEPTED: The above prices and specifications of this Request for Change Order are satisfactory and are hereby accepted. Sagaris Corp,will perform above stated work under the same terms and conditions as specified in original contract unless otherwise noted. Additional work is to be paid for under the same terms and conditions of the existing contract. Signature: Date: Authorized Owner Representative 19-004-RFCO 3-QC Testing-Asphalt 1 of 2 RFCO Cover Sagaris Corp. GENERAL CONTRACTOR A4 CG C 1520899 ]847 N University Dr. SAGARIS core Springs, 83071 Phone:(954)G88.3407 Fax:(954)G8-8-3407 Corp Email:office@sagariscorp.com REQUEST FOR CHANGE ORDER #3 COST ESTIMATE FOR INCREASE, DECREASE OR ALTERATION IN THE WORK Item Description of Item QTY I Quantity Unit Price Bid Price RFCO No.3-001 QC:Asphalt Testing-Tally Engineering Cost Estimate All costs association with QC testing for Asphalt Paving operation LS 1.00 $3,750.00 $3,750.00 RFCO No.3-002 Sagaris Corp-Good Faith Cost Adjustment LS 1.00 ($250.00) ($250.00) Grand Total $ 3,500.00 19-004-RFCO 3-QC Testing-Asphalt 2 of 2 Breakdown Tally Engineering, Inc. To: Sagaris Corp 1806 N. Flamingo Rd., Pembroke Pines, FL. 33028 1847 N. University Drive, Coral Contact: Nima Nekoie Miami, FL 33126 PH:(305)988-8222 Phone(954) 829-1302 PH:(954)444-9893 FAX:(954)447-06749 To: Steven Fouladi Nima _talllveng.com Attention: steven@sagariscorp.com prooz(aZitallvena.com steven sagariscorp.com Contractors Quality Control (CQC)Cost Estimate Asphalt Inspector Technician 1 Lump Sum $3,750.00 $3,750.00 Total $3,750.00 1-Any Night Work Between the time of 9:00pm to 4:00am a minimum of 4hrs will be charge 2-All hourly time will be charged as portal to portal from our office 3-Estimate does not include stand-by time,cancelled activities or re-testing cost. 4-Stand-by and cancelled activities time will be charged at the appropriate rate 4-Inspector overtime.will be charged at the appropriate rate$65/hrs after 8 hours work on the project for at day. 5-The total cost of the inspection and construction monitoring services is dependent upon the Contractor's actual schedule and is, therefore,beyond our control.Tally Engineering Inc.will produce an invoice for the actual work performed each month based on the rates indicated above. 6- Inspection include asphalt paving operation. Sagaris Corp. GENERAL CONTRACTOR CGC1520899 1847 N University Dr. ^ �T� Coral Springs,54)68 33071 V` (4.JT 1 Phone:(954)688.3407 Fay:(954)G88-3407 Email:office@sagariscorp.com Carp REQUEST FOR CHANGE ORDER #4 TO: Mr.Nestor Santana,P.E. DATE: February 21,2020 R.J.Behar&Company,Inc. OWNER: City of Dania Beach 6861 SW 196th Avenue,Suite 302 PROJECT: Citywide Pedestrian Safety-Dania Beach Pembroke Pines,FL 33332 PROJECT# FIN438282-1-58-01 SCOPE:I Roadway Marking Description Missing Line Items for Temporary Striping/Paint- Roadway Marking Total Amount Proposed for Change Order $ 2,096.40 Note: Except as qualified herein all changes to work to be performed under the same terms and conditions as the base contract. WEAGREE to modify the original contract by the following CHANGE ORDER amount: $ 2,096.40 Additional days to complete this work TBD Signature: Date: Authorized Sagaris Corp. Representative ACCEPTED: The above prices and specifications of this Request for Change Order are satisfactory and are hereby accepted. Sagaris Corp,will perform above stated work under the same terms and conditions as specified in original contract unless otherwise noted. Additional work is to be paid for under the same terms and conditions of the existing contract. Signature: Date: Authorized Owner Representative 19-004-RFCO 4-Temporary Striping-Paint 1 of 2 RFCO Cover Sagaris Corp. �4 GENERAL CONTRACTOR CG C 1520899 ]847 N University Dr. S A G AR I S Coral Springs, 8 33071 Phone:(954)G88.3407 Fax:(954)68-3407 Corp Email:office@sagariscorp.com REQUEST FOR CHANGE ORDER #4 COST ESTIMATE FOR INCREASE, DECREASE OR ALTERATION IN THE WORK Item Description of Item CITY Quantity Unit Price Bid Price RFCO No.4-001 Temporary,Standard-Open Graded Asphalt Surfaces,Yellow,Solid,6"(Double Yellow) Furnish all materials, labor and equipment for placement of temporary paint road marking LF 904.00 $1.20 $1,084.80 RFCO No.4-002 Temporary,Standard,White,Solid,24"(Stop Bars Furnish all materials, labor and equipment for placement of thermoplastic road marking LF 428.00 $2.20 $941.60 RFCO No.4-003 Paint,Standard,White,Message or Symbol Furnish all materials, labor and equipment for placement of thermoplastic road marking EA 1 $ 70.00 $ 70.00 Grand Total $ 2,096.40 19-004-RFCO 4-Temporary Striping-Paint 2 of 2 Breakdown P&J STRIPING, INC. Estimate 9800 NW South River Drive �L Medley FL 33166 Date Estimate# 41e, 2/11/2020 2959 Name/Address Job Location Sagaris Corp DANIA BEACH 1847 N.University Drive CITYWIDE PEDESTRIAN Coral Springs,FL 33071 SAFETY PROJECT Phone:954)688-3407 Item Description Qty Rate Amount Double Yellow... Double Yellow Paint Speed Hump Arro... Speed Hump Arrows Paint 8 70.00 560.00 12"White Striping 12"White Striping 3,110 1.20 3,732.00 24"White Striping 24"White Striping 428 2.20 941.60 Message Paint Message Standard in Paint 1 70.00 70.00 RPM Reflective Pavement Markers 108 4.00 432.00 6"Double Yellow... 6"Double Yellow Thermoplastic 904 1.70 1,536.80 Speed Hump Arro... Speed Hump Arrows Thermoplastic 8 120.00 960.00 12" White Thermo 12"White Thermo 3,110 1.70 5,287.00 24"White Thermo 24"White Thermoplastic 428 4.00 1,712.00 Message Thermo Message Standard White Thermoplastic 1 130.00 130.00 NOTE: Min Charge Paint::$1,200.00 Min Charge Thermoplastic:$ 1,800.00 Price Valid for 30 days P&J Striping reserves the right to increase the cost of materials as it is increased by the supplier..Items not included in this proposal will incurr an additional charge. Total $16,446.20 Mobilization will be not for less than$850 for paint and$950.00 Thennoplastic.MOT not included Phone# Fax# E-mail Web Site 305-364-5671 786-703-4048 jackie@pjstriping.com www.pjstriping.com