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City of Tamarac Ordinance O-1978-048
Introduced 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 by: TEMP. #501 47 Rev. 6/19/78 Rev. 6/28/78 CITY OF TAMARAC, FLORIDA ORDINANCE NO. O- `J - AN ORDINANCE AMENDING CHAPTER 24 OF THE TAMARAC CITY CODE'WHICH PERTAINS TO SUBDIVISIONS, PUBLIC AND PRIVATE, SITE DEVELOPMENTS AND IMPROVEMENTS; SETTING FORTH THE AREA OF APPLICATION OF SAID ORDINANCE; PROVIDING DEFINI- TIONS; REQUIRING FINAL ENGINEERING PLANS TO BE SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL AFTER FINAL SITE PLAN REVIEW BY THE PLANNING COMMISSION AND PRIOR TO SUBMITTAL OF A FINAL PLAT OR FINAL SITE DEVELOPMENT PLAN TO CITY COUNCIL; ALLOWING CLEARING AND GRUBBING OF LAND UNDER CERTAIN CONDITIONS; SETTING FORTH REQUIREMENTS FOR ELEVATIONS AND BENCH MARKS ON SUBMITTED DRAWINGS TO THE CITY ENGINEER; PROVIDING AND REQUIRING PUBLIC IMPROVEMENT BONDS WHICH GUARANTEE THE COMPLETION OF ALL STIPULATED IMPROVEMENTS IN ACCORDANCE WITH APPROVED ENGINEERING PLANS WITHIN A SPECIFIED TIME PERIOD; REQUIRING BONDS TO REMAIN IN FULL FORCE UNTIL IMPROVEMENTS HAVE BEEN ACCEPTED AND FOR BONDS TO BE REDUCED FOR ONE (1) YEAR AFTER APPROVAL AND ACCEPTANCE BY CITY COUNCIL; PROVIDING FOR COMPLETION OF WORK BY CITY UPON FAILURE OF THE DEVELOPER OR CONTRACTOR TO PERFORM SAID WORK AND FOR CHARGES TO BE ASSESSED AGAINST DEVELOPER AND SURETY; SETTING FORTH PROCEDURES FOR RELEASE OF BONDS; PROVIDING THAT NOTHING IN THIS ORDINANCE SHALL AFFECT BONDS POSTED UNDER ORDINANCES IN EFFECT PRIOR TO THE DATE OF THIS ORDINANCE; REQUIRING IMPROVEMENT PERMITS FOR ALL LAND IMPROVEMENTS ON PUBLIC OR PRIVATE PROPERTY; PROVIDING THAT NO BUILDING PERMITS SHALL BE ISSUED UNTIL ALL NECESSARY IMPROVEMENT PERMITS HAVE BEEN ISSUED; PRO- HIBITING MORE THAN SEVENTY-FIVE (75%) PERCENT OF THE NUMBER OF DWELLING UNITS TO BE PERMITTED IN RESIDENTIAL DEVELOP- MENTS UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED AND APPROVED; PROVIDING THAT THE FEES FOR PERMITS AND INSPECTIONS MAY BE SET BY CITY COUNCIL RESOLUTION; PROVIDING FOR CERTAIN ADDITIONAL FEES IN THE EVENT THAT CERTAIN REQUIREMENTS OF THIS ORDINANCE ARE NOT MET; REQUIRING AS -BUILT RECORD DRAWINGS BE SUBMITTED TO THE CITY ENGINEER; SETTING WHAT SHALL BE INCLUDED IN AS -BUILT RECORD DRAWINGS; SETTING FORTH CONDITIONS UNDER WHICH IMPROVEMENT PERMITS WILL BE DEEMED TO HAVE EXPIRED; SETTING FORTH PENALTIES FOR FAILURE TO COMPLY WITH THE TERMS OF THIS ORDINANCE; SETTING FORTH STANDARDS FOR ROADWAY SECTIONS AND STREET IMPROVEMENTS; ESTABLISHING STANDARDS FOR TESTING OF ROADWAYS; ESTAB- LISHING MINIMUM ROADWAY DESIGN CRITERIA; SETTING FORTH STANDARDS FOR MEDIAN STRIPS AND OPENINGS; SETTING FORTH STANDARDS FOR SODDING AND GRASSING WITHIN RIGHTS -OF -WAY; SETTING FORTH STANDARDS FOR PRIVATE ACCESSWAYS; SETTING FORTH STANDARDS FOR MINIMUM STREET ELEVATIONS; PROVIDING STANDARDS FOR SIDEWALK CONSTRUCTION; REQUIRING SETTING FORTH WHEN SIDEWALKS AND GUARDRAILS ARE REQUIRED AND PRO- VIDING STANDARDS FOR THE ERECTION AND CONSTRUCTION OF GUARD- RAILS; REQUIRING STREET NAME SIGNS AND SETTING FORTH DESIGN AND CONSTRUCTION STANDARDS AND OWNERSHIP AND MAINTENANCE REQUIREMENTS FOR STREET NAME SIGNS; REQUIRING STREET LIGHTING UNDER CERTAIN CIRCUMSTANCES AND PROVIDING FOR THE COSTS OF INSTALLATION OF STREET LIGHTING AND DESIGN AND CONSTRUCTION STANDARDS PERTAINING TO STREET LIGHTING; ESTABLISHING REQUIRE- MENTS FOR UNDERGROUND WIRING AND SETTING FORTH EXCEPTIONS TO THOSE REQUIREMENTS; PROVIDING FOR AND REQUIRING EASEMENTS FOR UNDERGROUND UTILITIES; ESTABLISHING STORM DRAINAGE SYSTEM REQUIREMENTS, DESIGN STANDARDS AND MATERIALS TO BE USED FOR STORM DRAINAGE; SETTING FORTH STANDARDS FOR THE CONSTRUCTION OF CANALS AND MINIMUM WIDTHS THEREFOR; REQUIRING LAKES Be 1 TO BE DEDICATED TO THE PUBLIC AND SETTING FORTH A MINIMUM WIDTH FOR LAKES; REQUIRING MAINTENANCE 2 EASEMENTS FOR LAKES AND CANALS; PROVIDING REQUIREMENTS FOR SEAWALLS AND EXCEPTIONS THERETO; ESTABLISHING 3 BULKHEAD AND SEAWALL DESIGN STANDARDS AND REQUIRE- MENTS; PROVIDING FOR CANAL AND LAKESIDE SLOPES AND 4 SIDE PROTECTIONS WHEN BULKHEADS ARE NOT REQUIRED; ESTABLISHING TIME TABLES WHEN CANAL, SEAWALLS OR 5 SLOPES HAVE TO BE CONSTRUCTED VIS-A- VISTIME OF DEVELOPMENT OF PROJECTS; REQUIRING ALL CANALS AND 6 LAKES TO CONNECT DIRECTLY OR INDIRECTLY TO THE SECONDARY CANAL SYSTEM PERMITTED BY THE SOUTH FLORIDA WATER 7 MANAGEMENT DISTRICT AND THAT ALL CONNECTIONS TO OTHER CANALS OR LAKES BE THE EQUIVALENT OF TWO 36" DIAMETER 8 PIPES OR GREATER; SETTING FORTH DESIGN AND CONSTRUCTION STANDARDS, MATERIALS AND T.V. INSPECTION OF SEWER 9 COLLECTION SYSTEMS; ESTABLISHING DESIGN AND CONSTRUCTION STANDARDS AND MATERIAL AND FITTING REQUIREMENTS FOR 10 WATER DISTRIBUTION SYSTEMS; ESTABLISHING GENERAL REQUIRE- MENTS FOR GRADES OF BUILDINGS AND REQUIRING AND PROVIDING 11 THAT NO CERTIFICATE OF OCCUPANCY SHOULD BE ISSUED UNTIL GRADING HAS BEEN THOROUGHLY INSPECTED AND CITY ENGINEER 12 DETERMINES AND INDICATES TO THE CHIEF BUILDING OFFICIAL THAT THE FLOW OF RAINWATER IS AWAY FROM THE BUILDINGS 13 AND THAT YARDS AND PAVEMENTS ARE PROPERLY SLOPED SO THAT WATER DOES NOT LIE ON LAWNS OR PAVEMENTS BUT DRAINS 14 DIRECTLY TO THE PUBLIC STORM WATER COLLECTION SYSTEM WITHOUT ENCROACHING ON OR ERODING ADJACENT LANDS; PRO- 15 VIDING THAT IN THE EVENT OF ANY CONFLICT OF THIS ORDINANCE AND THOSE OF EXTERNAL GOVERNMENTAL AGENCIES THE REG- 16 LATIONS HEREIN SHALL GOVERN IF POSSIBLE; PROVIDING FOR CODIFICATION; PROVIDING FOR SEVERABILITY; PROVIDING FOR 17 REPEALER SPECIFICALLY REPEALING ORDINANCE 77-22, WHICH PERTAINS TO AMENDING CHAPTER 24 OF THE CITY CODE AS AMENDED 18 BY ORDINANCE 76-40, ARTICLE II, SECTION 24-13(a) AND (b), ORDINANCE 78-20 WHICH PERTAINS TO PRIVATE ACCESSWAYS 19 AND ORDINANCE 78-21 WHICH PERTAINS TO DESIGN FOR STORM DRAINAGE; AND PROVIDING AN EFFECTIVE DATE 20 21 BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF TAMARAC, 22 FLORIDA: 23 That Chapter 24 of the Tamarac City Code is amended to 24 read as follows: 25 26 27 28 . 29 30 31 32 33 34 i -2- Pa 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 P*a 23 24 25 26 27 28 29 30 31 32 33 34 CHAPTER 24 SUBDIVISION, PUBLIC AND PRIVATE SITE DEVELOPMENT IMPROVEMENTS ARTICLE I GENERAL Sec. 24.1.1 Purposes of Improvement Regulations Sec. 24.1.2 Jurisdiction Sec. 24.1.3 Definitions Sec. 24.1.4 Engineering Plans and Specifications Sec. 24.1.5 Elevation and Bench Marks Sec. 24.1.6 Public Improvement Bonds Sec. 24.1.7 Site Development Improvement Permit Sec. 24.1.8 Building Permits and Certificates of Occupancy Sec. 24.1.9 Inspection Fees Sec. 24.1.10 As -Built Record Drawings Sec. 24.1.11 Expiration of Permit Sec. 24.1.12 Enforcement of Chapter 24 ARTICLE II ROADS Sec. 24.2.1 Standard Roadway Sections Standard Drawings 1, 2, 3, 4 Sec. 24.2.2 Specifications for and Testing of Materials Sec. 24.2.3 Minimum Design Criteria Street Classification Table 1 Sec. 24.2.4 Median Strips and Openings Sec. 24.2.5 Sodding and Grassing Within Rights -of -Way Sec. 24.2.6 Private Accessways Sec. 24.2.7 Minimum Elevations Streets Sec. 24'.2.8 Sidewalks Sec. 24.2.9 Guardrails Standard Drawings 5, 6, 7, 8 Sec. 24.2.10 Street Name Signs Sec. 24.2.11 Street Lighting 3.- Temp. 501 Revised 76-40 r r,:l .. 4 11 1 2 3 4 5 6 7, 8' 9 13 14 15 16 17 18 19 20 21 II 22 23 am 25 26 27 28 29 30 31 32 33 34 ARTICLE III UNDERGROUND WIRING Sec. 24.3.1 Required; Exceptions Sec. 24.3.2 Easements Sec. 24.3.3 Arrangements with Persons Furnishing Utility Services ARTICLE IV DRAINAGE Sec. 24.4.1 Storm Drainage System Sec. 24.4.2 Design of Storm Drainage System Sec. 24.4.3 Materials for Storm Drainage System Sec. 24.4.4 Canals, Lakes and Seawalls Sec. 24.4.5 Bulkheads - Design Standards Sec. 24.4.6 Canal and Lake Side Slope and Side Protection Sec. 24.4.7 Canal and Lake Width and Depth Sec. 24.4.8 Construction Schedule for Canal Seawalls or Slopes Sec. 24.4.9 Canal and Lake Flow Connections Sec. 24.4.10 Ditches and Swales ARTICLE V SEWAGE COLLECTION SYSTEM Sec. 24.5.1 Generally Sec. 24.5.2 Design and Construction Standards Generally T. V. Inspection ARTICLE VI WATER DISTRIBUTION SYSTEM Sec. 24.6.1 Generally Sec. 24.6.2 Design and Construction Standards Sec. 24.6.3 Materials for Pipe and Fittings ARTICLE VII GRADE OF BUILDINGS Sec. 24.7.1 General Requirements Sec. 24.7.2 Inspections Sec. 24.7.3 Compliance Prerequisite to Issuance of Certificate of Occupancy r 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I I SECTION 24.1.1 PURPOSES OF IMPROVEMENT REGULATIONS The purposes of the improvement regulations included in this Chapter shall include the following: A. Provide for the orderly development of the City of Tamarac. B. To assure high quality public and private improvements, in order that the residents be served by reliable pavement, drainage and utility systems with low maintenance requirements. C. To insure equitable procedure for all land development by providing uniform procedures and standards. D. For the coordination of streets within developments with other existing or planned streets or with other features of the City's comprehensive plan. E. To provide adequate means of ingress and egress to property and to provide uniform development of curb cut and driveway approaches so as to afford maximum safety and traffic control. F. To prevent the development of land which is subject to inundation or otherwise unsuitable for development. G. To insure conformance with City zoning regulations. H. To insure that all subdivision improvements shall meet the current standards of the City of Tamarac and of other applicable County and State agencies. SECTION 24.1.2 JURISDICTION The provisions of this ordinance shall apply to all land located within the corporate limits of the City of Tamarac, as the same may be amended by subsequent annexation, with the exception of those lands under court order unless otherwise mutually stipulated. SECTION 24.1.3 DEFINITIONS For the purpose of these regulations, certain terms are herein defined. Words in the.present tense include the future; the singular includes the plural and the plural includes the singular; and, the word "shall" is mandatory and not directory. Any word or term not herein defined shall be defined according to the rnceaning of'standard usage. Other words and terms are defined in other sections of this Code. —5— 1 2 3 4 5 6 7 8 9 10 11 12 13 14 :5 5 21 22 23 24 25 26 27 28 29 .30 31 32 33 34 I (01) APPROVED/APPROVALS: Official action by the City Council, Chief Building Official or City Engineer, as appropriate. (02) ABUTTING PROPERTY: Any property that is immediately adjoining the development. (03) AS-BUILTS: See "Record Drawings". (04) BENCH MARK: A securely set concrete or stone monument having a minimum cross -sectional dimension of four -inches and a minimum length of twenty-four inches, into which a brass marker has been secured on which its elevation above MSL has been stamped or engraved and bearing the registration number of its surveyor or engineer. (05) BUILDING: Any roofed structure designed or built for the support, enclosure, shelter or protection of person, machinery, animals or property of any kind. (06) CANAL: An open channel, the flow line of which is below (-) 2.0 MSL datum. (07) CERTIFIED COST ESTIMATE: Cost_estimate as prepared and certified by a registered engineer on a form provided by the City Engineer. (08) CITY: City shall mean the City of Tamarac, Florida. (09) CLEAR -SIGHT DISTANCE: A line of unobstructed vision from a point four and one-half (4-1/2) feet above the grade at the centerline of a street a given distance to another point on the same centerline. (10) CLEAR -SIGHT TRIANGLE: A triangular area at a street intersection in which vision is unobstructed, formed by the intersection of street lines and a line drawn between points on the street centerlines a required distance in feet from the intersection of the centerlines of right-of-way. (11) COMMISSION: Shall mean the City of Tamarac Planning Commission. (12) CONSTRUCTION: The improvement, development or any change of the land from its virgin state or the building, repairing or demolishing of a structure and shall require a permit before any of the above actions or uses are begun. (13) COUNCIL: Shall mean the City Council of the City of Tamarac. (14) COUNTY: County of Broward, Florida. ' (15) CUL-DE-SAC: A street intersecting any other street at one end and terminated at the other end by a vehicular turnaround. (16) DEVELOPER: A person, or his agent, who is responsible for the planning and subsequent land improvements, and further development of a parcel of land WIN 1 2 3 4 51 6 7 8 9 10 11 12 13 14 5 21 22 23 24 25 26 27 28 29 30 31 Kea 33 34 (17) DEVELOPMENT: Improvement, use or change of use of a lot, parcel or tract of land for other than agricultural purposes. (18) DITCH: See "Swale". (19) DOUBLE FRONTAGE LOT: A lot extending between and having frontage on two streets. (20) EASEMENT, PRIVATE: A right-of-way granted to a private party not under franchise agreement with the City for the use and control of property for any designated purpose agreed to by the grantee and the grantor. (21) EASEMENT, PUBLIC: A right-of-way dedicated to the City to use or allow usage by franchised agreement and control property for purposes of constructing and maintaining storm drainage, water, sewer, electrical, gas, cable TV, telephone, canal maintenance, ingress and egress, and any other use designated necessary by the City. (22) ENGINEER: A registered engineer licensed to practice engineering in the State of Florida. (23) ENGINEERING PLANS: Plans, specifications and calculations prepared and - sealed by an engineer registered in the State of Florida which specifically describes such information as location, size and material of all on -site and off -site improvements necessary for the ultimate development of the project. (24) ENGINEERING PLANS, SCHEMATIC: Diagram of sanitary sewage collection, water distribution, and storm drainage systems, designating direction of flow and connections with existing facilities. (25) HALF OR PARTIAL STREET: A street, generally parallel and adjacent to the boundary line of a tract, having a lesser right-of-way width than that required for full development of the type of street involved. (26) H.C.P.: Horizontal control points, each of which shall consist of a nail in a disc stamped with a surveyor's registration number or brass marker, marked "H.C.P." and shall be located as required by the County. (27) IMPROVEMENT BOND: A guarantee to assure completion of improvements. (28) IMPROVEMENTS, PRIVATE: Development of the land in private ownership for any use including but not limited to, the construction of a golf course, waterway, lake, rock pit, canal, filling, grading or dredging and building. Brie 1 2 3 4 5 6 7 8 9 10 11 12 13 14 _i 22 23 24 25 26 27 28 29 30 31 32 33 34 (29) IMPROVEMENTS, PUBLIC: Installations in the public right-of-way or easements including, but not limited to the following: canals, bulkheads, curb -cuts, driveways, aprons, street pavements curb,.._gutters, sidewalks, public parkinei areas, alley_1acement,._mater m_&ins.,_..sanitay sewers, storm drains, street name signs, landsca ing_,_medians, median_openings,_sprinkling systems. (30) LAKE: An open body of water, natural or man-made, wholly surrounded by land; a widened or enlarged area of a canal. (31) LOT: A tract or a parcel of land identified as a single unit in a sub- division,and intended for transfer of ownership, use or improvement. (32) LOT DEPTH: The mean horizontal distance between the front and rear property lines of a lot. (33) LOT WIDTH: The horizontal distance between the side lines of a lot measured at the street setback line. (34) MEDIAN STRIP: A landscaped separation between opposite directional flows of traffic. Also, a separation between the traffic lanes on a traffic street or highway and the parallel frontage road which provides access to property nominally fronting on the trafficways. (35) MOBILE HOME SUBDIVISION: A subdivision wherein lots are platted, for sale or for lease for a period in excess of one year, for occupancy by a house trailer or mobile home for one family per lot. (36) MULTIPLE DWELLING: A building which provides separate living quarters for three or more families. (37) OFF -SITE: The area outside the boundaries of a plat, including all rights - of -way, whether contained in the plat or not. (38) ON -SITE: The area inside the boundaries of a plat, excluding all rights - of -way contained in the plat. (39) OVERALL PLAN: A plan depicting a general layout of streets, blocks, lots, waterways, etc., for the future subdividing of an area, which may be platted in sections, for each of which a preliminary plat will be filed. (40) PERMANENT REFERENCE MONUMENTS (P.R.M.): Monuments as defined by Chapter 177 of the Florida Statutes. (41) PLAT, FINAL: A complete and exact drawing, submitted for official_. recording as required by statute, to identify and define property rights, dedications and public improvements, and incorporating all corrections required by the 1 2 3 4 5 6' 7 8 9 -1 22 23 24 25 26 27 28 29 30 31 32 33 34 City Planning Commission and City Engineer upon review of the preliminary plat. (42) PLAT, PRELIMINARY: A tentative drawing, in the same detail as a final plat, showing proposed street easements, parcels and lot layout as a basis for consideration prior to submission of the original tracing of a final plat. (43) RECORD DRAWINGS: The project drawings certified by a registered engineer showing the as -built location, elevation, size and other pertinent data on all utilities, storm drainage, pavement, curbs, swales, yard drainage, etc., as required in Section 24.1.10. (44) REVERSE FRONTAGE LOT: A lot extending between and having frontage on a trafficway and a minor street and with no vehicular access from the trafficway. (45) RIGHT-OF-WAY: Land reserved, used or to be used for a street, alley, walkway, drainage facility or other public purpose. (46) SETBACK OR BASE BUILDING LINE: The line within a property defining the required minimum distance between any roofed structure and the property lines. This definition shall be applicable only within this Chapter of the City Code. (47) SIGHT DISTANCE: The minimum extent of unobstructed vision, in a horizontal or vertical plane, along a street from a vehicle located at any given point on the street. (48) SIDEWALK: A paved pedestrian walkway within the public road right-of-way or easement or on private property. (49) SITE DEVELOPMENT PLAN; CONCEPT: See def_i.n_ition__.in Chapter 7 of_the City Code. (50) SITE DEVELOPMENT PLAN, FINAL: ..See definition in Chapter 7 of the City Cade. (51) SITE DEVELOPMENT PLAN, PRELIMINARY: See definition in Chapter 7 of the City Code. (52) STANDARDS: Specifications prepared by the City Engineer of Tamarac and adopted by resolution of the City Council. ma 1 2 3 4 5 6 7 8 9 10 11 12 13 14 31 22 23 24 25 26 27 28 29 30 31 32 33 34 (53) STREET: A public thoroughfare which normally affords principal means of access to abutting property. (54) STREET, LOCAL SERVICE: A street used primarily for access to abutting property. (55) STREET, COLLECTOR: A street which, in addition to giving access to abutting properties, carries traffic from minor streets to the major system of arterial streets and highways, including the principal entrance street of a residential development and streets for circulation within such a development. (56) STREET, MARGINAL ACCESS: A minor street parallel to and adjacent to a trafficway, and which provides access to abutting property and protection from through traffic. (57) STRUCTURE: See "Building" (05). Anything constructed or erected, the use of which requires permanent location on the land, except hedges, shrubs and trees. (58) SUBDIVIDER: See "Developer". (59) SUBDIVISION: The division of land into two or more lots or parcels for the purpose of transfer of ownership or development, or if a new street is involved, any division of a parcel of land. (60) SURVEYOR: Any person authorized and licensed to practice surveying in the State of Florida. (61) TRAFFICWAY: A street, other than a minor or collector street, which is intended primarily for through travel by all types of traffic for consider- able distances, including freeways, expressways, primary arterial highways, major thoroughfares and secondary thoroughfares, or as identified on a trafficway plan. (62) TRAFFICWAY, EXPRESSWAY: Limited access highways whose function is to carry high speed, medium high volume, through traffic. Expressways may have some at -grade signalized intersections but will give no service to adjacent property. Frontage or service roads may be included for access to abutting property. (63) TRAFFICWAY, FREEWAY:, Fully controlled access highways whose function is to carry high speed, high volume, continuous through traffic for trips of appreciable length. These highways shall be free of conflicting traffic, —1.0— M 1 2 3 4 5 6 7 8 9 10 11 12 13 14 .1 �1 22 23 24 25 26 27 28 29 30 31 32 33 34 give no service to adjacent property and have no provisions for pedestrians or parking. Frontage or service roads may be included for access to abutting property. (64) TRAFFIC, MAJOR THOROUGHFARE: Major thoroughfares are highways whose primary function is carrying through traffic but in lesser volumes and over shorter distances than a primary arterial. These highways also provide, as a secondary function, access to adjacent property. (65) TRAFFICWAY, PRIMARY ARTERIAL HIGHWAY: Highways whose principal function is to carry through traffic over considerable distances. The secondary function of these highways is to give service to adjacent property. Points of intersection and crossing of other streets should be limited so that the major function of carrying through traffic will not be unduly impaired. (66) TRAFFICWAY, SECONDARY THOROUGHFARE: Highways carrying through traffic over relatively short distances. These highways usually connect with primary arterials or major thoroughfares and provide service to adjacent property. (67) WALKWAY: A right-of-way intended primarily for pedestrians, excluding self-propelled vehicles, which cut across a block to improve circulation and access to adjacent streets, services or properties. (68) WATERCOURSE: Includes a channel, creek, ditch, drain, dry run, spring, stream or canal, but does not include a lake, pond or pool without outlet. -11- 1 1 2 3 4 5 61 7 8 9 10 11 12 13 14 ?1 22 23 24 25 26 27 28 29 30 31 32 33 34 SECTION 24.1.4 ENGINEERING PLANS AND SPECIFICATIONS A. General All final engineering plans for public and private improvements, including but not limited to canal or lake excavation, dredging, bulkheads, bridges, culverts, headwalls, endwalls, earthwork (cut or fill), grading, paving (including subgrade preparation, base and surface), sidewalks, curbs and gutters, median crossings, guardrails, street signs, storm drainage, water distribution and sewage collection systems, shall be submitted to the City Engineer for review and approval after final site plan review by Planning Commission and prior to the submittal of the final plat or final site development plan to the City Council. B. Approval of Engineering Plans The engineering plans shall be submitted to the City Engineer at least fourteen days prior to the next regular meeting of the City Council for his review and recommendation. The following shall be included: 1. Four complete sets of plans with Tamarac Utilities, Inc.'s, approval on every applicable sheet. 2. One copy of the final site plan after final review of the Planning_ Commission. 3. Detailed certified cost estimate sealed by a registered engineer on the approved form, referred hereto, as "Cost Estimate", copies of said form available in the City Engineer's office. 4. Storm drainage design calculations, submitted on form provided by the City Engineer. 5. One copy of the final plat after final review of the Planning Commission. 6. Letters of approval from Southern Bell, Broward Planning Council, Florida Power & Light Company, the Fire Department, and any necessary acknowledg- ments from the School Board. 7. A development permit from the South Florida Water Management District in applicable areas, and a copy of the South Florida Water Management District staff report on the project as submitted with the schematic engineering drawings. C. Clearing, Grubbing The work of clearing and grubbing may occur on any land, whether a site plan —12— 1 2 3 4 5 6 7 8 9 10 11 12 13 14 w5 �l 7 22 23 24 25 26 27 28 29 30 31 32 33 34 is required or not, after the Permit for said work has been obtained from the .City Engineer. The issuance of said permit shall not give vested rid hts to the developer and should said project be denied by the City -Council, the developer shall remove all disturbed materials and l.ea_Ye site in a neat condition. SECTION 24.1.5 ELEVATIONS AND BENCH MARKS A minimum of two bench marks shall be established by a registered land surveyor on or adjacent to any project for which elevations are shown on the submitted drawings, which shall clearly show: A. The datum being used. B. The location, description and elevation of the bench marks on or adjacent to the project, to be used for vertical control. C. Cross references with the City bench mark system, designating them by number and location. The City has established a Third -Order bench mark network throughout that portion of the City situated west of the Sunshine State Parkway for the purpose of providing vertical control for the orderly growth of the western portions of the City. A list of such bench marks and their locations is on file with the City Building Department and the City Engineer, and is available to all interested parties. D. Bench marks shall be placed on permanent reference monuments or equally stable objects that are easily recognized, easily found and not likely to move. E. Bench marks as described above shall be equivalent to Third -Order and be established in conformance with the "Standards of Practice" promulgated by The Florida Society of Professional Land Surveyors. SECTION 24.1.6 PUBLIC IMPROVEMENT BONDS A. Prior to the issuance of any permit, other than for clearing and grubbing (Sec. 24.1.4-C.), payment of all required fees and the submittal and approval of the improvement bond is required. Said bond shall be posted by the developer or his general contractor with the City in the amount of 100% of the itemized estimated cost, prepared and certified by an engineer registered in the State of Florida, of all required public improvements, including, but n limited to, those listed in Section 24.1.4 (A). This bond shall be cash, irrevocable bank letter of credit, cashier's check or other negotiable instru- ment, or a surety bond written by a company listed in the latest revision of Circular 470 standard "Surety Companies Acceptable on Federal -13- 1 2 3 4 5 6 7 8 9 10 11 12 13 14 �5 7,1 22 23 24 25 26 27 28 29 30 31 32 33 34 Bonds." All bonds shall be approved by the City Attorney (as to form) and City Engineer (as to dollar amount). Either may require such terms and/or conditions as they deem necessary for the protection of the City. Said bond shall guarantee the completion of all stipulated improvements in accordance with the approved engineering plans and within a specified time period, approved by the City Engineer and City Council. B. Said bond shall remain in full force until the improvements have been accepted by resolution of the City Council and a one year warranty bond of 25% of the certified actual costs, but not less than 25% of the original performance bond, has been submitted to the City. This bond shall be cash, irrevocable bank letter of credit, cashier's check or other negotiable instrument, or a surety bond written by a company listed in the latest revision of Circular 570 standard "Surety Companies Acceptable on Federal Bonds." C. If the principal (developer or contractor) shall fail or refuse to correct said insufficiencies in workmanship and/or materials within ninety (90) days after said written notice by the City Engineer, then the City shall have the right, pursuant to public advertisement and receipt and acceptance of bids, to cause said insufficiencies in design, workmanship and/or materials to be corrected. In such case,, the principal and surety (to the extent of his bond) shall be jointly and severally liable hereunder to pay to and indemnify the City upon the correction of said insufficiencies in . workmanship and/or materials, the full total cost thereof, including but not limited to, engineering, legal and contingent costs together with any damage, direct or consequential, which the City may sustain on account of the failure of the principal to comply with all of the requirements hereof. D. The procedure for release of the improvement performance bond shall be as follows: 1. Upon completion of the improvements, the developer shall submit to the City Engineer as -built drawings, certified actual costs, and at the same time, request final inspection by the Engineering Department. All actual costs shall be certified by a registered engineer. —14— 1 2. Within 30 working days, the City Engineer will either: 2 a) Approve the improvements in writing and recommend to the City Council 3 the acceptance of the improvements and the release of the bond; or 4 b) Inform the developer, in writing, of any discrepancies in the improve- 5 ments related to the approved engineering drawings and/or any faults 6 with the as -built drawings. 7 3. If 2b occurs, the developer shall make the necessary corrections and 8 upon completion, request an inspection by the Engineering Department for 9 verification that the corrections have been made, or submit the corrected 10 as -built, whatever the case may be. 11 4. The City Council shall, upon receipt of the favorable engineering 12 recommendation, for the next council meeting, agendize for discussion and 13 possible action; the resolution accepting the improvements and releasing 14 the bond subject to the delivery of the 25% warranty bond. 15 5. Said 25% warranty bond shall stand against all insufficiencies including, 16 but not limited to: design (in accordance with this ordinance or as may 17 be amended), workmanship and materials included in the accepted improve- 18 ments as shown on the record drawings and detailed specifications that 19 are discovered within one year of the date the work has been accepted 20 by resolution of the City Council. The developer shall request the City 21 Engineer to reinspect said improvements one year after their acceptance. 22 Unless reinspection shows deficiencies, the bond shall be agendized for 23 City Council action. _--_ E. Nothing in this ordinance shall affect bonds posted under ordinances in 24 effect-.p-r.i-or.to. the date.of this ordinance. However, any Developer who 25 has entered into a Developer's Agreement with the City wherein said 26 Developer has agreed to comply with all of the terms of Temporary 27 Ordinance No. 501 shall comply withall of the .terms -of -this 28 Ordinance including those provisions pertaining to Public Improve- 29 ment Bonds. 30 SECTION 24.1.7 SITE DEVELOPMENT IMPROVEMENT PERMIT 31 Following approval of the final site development plan by City 32 Council and posting---of---all -required--public-impro-vement bend--an-d-- pay- 33 ment of fees, the owner of the land being developed, or his bona fide 34 agent, is required to take out an improvement permit with the City fora -15- e 1 2 3 4 5 6 7 g 9 all land improvements occurring on public or private property. No improvement, or alteration of any existing public or private property or utility shall be allowed without a City improvement permit issued for such specific improvement. Said permit shall be visibly displayed at all times during construction. As a condition of the improvement permit other than for clearing and grubbing, a copy of the approved record drawings furnished by the City Engineer shall be on the project site at all times. SECTION 24.1.8 BUILDING PERMITS AND CERTIFICATES OF OCCUPANCY 10 A. No building permits shall be issued until the necessary improve- 11 ment permits have been issued. 12 B. In residential developments, no more than seventy-five percent 13 (757o) of the total number of dwelling units can be permitted until 14 all the site improvements required, as determined by the City 15 Engineer, have been completed and their record drawings have been 16 approved by the City Engineer and necessary additional engineering 17 inspection fees paid. 1$ C. In developments other than residential, each phase of development 19 must progress so that each phase shall be completely self -sustain- 20 ing. Until all site improvements, as required by the City 21 Engineer, in the phase are completed, and their record drawings 22 have been approved by the City Engineer, and additional fees paid, 23 no final inspection shall be permitted. 24 SECTION 24.1.9 INSPECTION FEES 25 A. The cost of permit and inspection fees for private and public im- 26 provements covered by this chapter shall be paid in accordance with the current rates established by City Council resolution. 27 B. The permit and inspection fees shall be credited to a separate 28 29 account from which plan review and engineering inspection expenses 30 shall be paid. C. An additional twenty dollar ($20) fee will be charged to a project 31 and paid immediately for each of the following reasons: 32 (1) Engineering permit not visibly displayed on the site in the 33 construction office. (2) Approved engineering drawings not available at the site in 34 the construction office. 35 (3) Reinspection of any work in which a written punch list was presented to the contractor by the City Engineer and the con- 36 tractor failed to perform the items on the punch list. - 16 - 9TY I SECTION 24.1.10 AS -BUILT RECORD DRAWINGS 2 A. The developer shall engage the services of a registered engineer or land 3 surveyor to prepare said record drawings of the improvements which shall 4 clearly indicate any deviations from the approved engineering drawings. 5 Two prints of the record drawings, signed and sealed by the responsible 6 professional, together with a certificate in which said professional certifies 7 that the completed improvements comply with all of the applicable City 8 ordinances, shall be submitted to the City Engineer. g B. Storm Drainage 10 Record drawings shall include: 11 (1) Length of pipe runs from center of structure to center of next_ structure, 12 including the size and type of pipe used. 13 (2) Type and size of each structure and its location with reference to 14 property lines and/or the street centerline. 15 (3) Top of rim elevations of grates and invertelevations.. of al 1 1 ines. 16 (4) Inverts of swales shall be shown at 50-foot intervals coinciding with 17 pavement interval elevations. 18 (5) Cross-section drawings of the lakes and canals within and adjacent to 19 the development at 200-foot intervals. 20 The above noted record drawings shall be submitted to the City Engineer and 21 his approval thereof must be obtained prior to placement of limerock base course 22 adjacent thereto. In the event that the City Engineer shall find any or all of 23 the work to be unacceptable, it shall be the responsibility of the developer to 24 correct said unacceptable work and provide new record drawings for that portion 25 of the work as provided above. In any event, approval of the drainage must be 26 obtained from the City Engineer prior to the placement of any limerock base 27 course. 28 C. Pavement 29 Record drawings shall include: 30 (1) Finish grades at the edge of finished rock and centerline at longitudinal 31 intervals of not more than 50 feet, street intersections and/or all 32 changes in gradient. 33 (2) Tok_of rim elevations of all..sanitary_sewer manholes within areas to be 34 paved. —17— 6l 1 2 3 4 5 6 7 8 9 10 11 � i 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 The above noted record drawings shall be provided to the City Engineer and his approval must be obtained prior to the placement of the asphaltic surface course. In the event that the City Engineer shall find any or all of the work to be unacceptable, then it shall be the responsibility of the developer to correct said unacceptable work and provide new record drawings for that portion of the work as provided above. In any event, approval of the base course must be obtained from the City Engineer prior to placement of any asphaltic surface course. SECTION 24.1.11 EXPIRATION OF PERMIT Permits issued pursuant to these regulations shall be deemed in full force and effect until such time as the work covered thereby is complete. However, if work covered by said permit has not commenced within three months from the date of issuance of said permit, or has been commenced and then suspended or abandoned for a period of sixty days from the date of the most recent inspection, said permit automatically is terminated and shall become null and void, unless special exception is granted by City Council. Work shall be considered to have commenced and be in active progress when, in the opinion of the City Engineer, a full complement of workmen and equipment is present at the site to diligently incorporate materials and improvements into the project. When a permit has been terminated, all fees paid shall be forfeited and any work started after such termination shall be subject to all applicable City ordinances in effect at the time a subsequent permit is issued, and submittal of new cost estimates for all remaining incomplete improvements and fees paid for a new permit at the time of resumption of the work, and bond' adjusted accordingly. SECTION 24.1.12 ENFORCEMENT OF CHAPTER 24 The City En ic�'neer or the Chief Building Official, or both, as appropriate, are directed to strictly enforce all of the requirements of this Chapter. The general agent, architect, builder, contractor, owner or tenant, or any other person who commits, takes part in or assists in any violation of this Chapter, or who maintains any premises in which any violation of this Chapter shall exist, shall be deemed guilty of a misdemeanor, punishable by a fine of up to $500.00 or an incarceration of a maximum of 60 days, or both. siRM Z6 L 1 2 3 4 5 12 13 14 15 i 16 17 18 19 20 71 i P*Al 23 24 25 26 27 28 29 30 31 32 33 34 ARTICLE II ROADS ON PUBLIC RIGHT-OF-WAY SECTION 24.2.1 STANDARD ROADWAY SECTIONS A. All street improvements shall be constructed in conformance with the "Standard Roadway Sections" on the following four details, Sheets I, II III and IV. B. The following general notes apply to all roadway sections: 1. Roadway sections shown shall be considered typical. Transitions at turnouts and intersections are to be evaluated on an individual basis by the City Engineer. 2. All roadway construction shall conform with the applicable City of Tamarac ordinances, Construction Standards and Specifications published by the office of the City Engineer of the City of Tamarac. 3. Rights -of -way shall be demucked and all vegetation and other deleterious material removed for their total width and filled with clean material acceptable to the City Engineer. 4. All grass areas shall be free of stones and debris, covered with four - inches of topsoil, grassed and mulched. There shall be a stand of grass evident prior to final acceptance by the City. 5. All arterial and principal collectors and median openings shall be striped in accordance with the latest Florida Department of Transporta- tion Standards for Pavement Markings, and the Manual on Uniform Traffic Control Devices for Streets and Highways. 6. Roadway designations refer to the City of Tamarac trafficways plan. All such designations shall be determined by the City Engineer. 7. All street pavements within the City of Tamarac shall consist of a minimum of an eight -inch (compacted thickness) and a minimum of a one - inch (compacted thickness) asphaltic concrete surface, or equivalent design, as approved by the City Engineer. 8. Swale type drainage may be allowed in 50 and 60 foot rights -of -way, in lieu,of concrete gutter, providing the designing engineer can demonstrate to the satisfaction of the City Engineer that soil characteristics are such that storm water infiltration rates are adequate. Judgment in this matter is vested totally with the City Engineer and his decision shall be final. Valle utters are re uired in 30 foot rights -of -way. 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L kr L n- a B� � | « • v § � R § § � & lit 2 � . 2• / ]■ � ; � � ■|■ ■ k� | , B _ k ®, v, |; 0. .0 ...1. § _ �IL |§ - |S k �k � - � . ;) 7 §; § 441 N 0 a � $ L J ® W ' IL 0 � « � • w 2 a 0 LL 0 0 2 t u $ o @ z ' . o z .m. o GIL F ■ !■ � it |■ • 1 No � mg ) ? � Z qe 21 2,3�, awl i 0 b Z N q J Q w U H w ac w w Y m W U. Q U O O W- } z Q a A . a a w w U Pane 2S � a w 3 LL rg Q r� 4k x MJ ZJ R- to as ItN ON e w w W i N 0: ta w U Z ... ■ b� Zj =pf uj rB V% og w rr _H a • _ 75 III nl N J F m 0 r W C IC y � r 4 W H � ■ V W G m � q i N V O Z Z � V N w _ n Q 1 F- 2 a w 1` Q _I H+ n ID -W- �� o r lY z - W to w h� z Q h U w m m w j c J atw a Y at W } W 7 0 NT � � r n x x _ x _o h U h' w a U w D W a w x a N h � � x a � o IL a U. o Q 0Q a F- -W- a a Q -z d a z Q h " • FQ- M N N —23— fl 1 2 3 4 5 6 7 8 9 10 11 0wa 13 14. 15 16 17 18 19 20 21 22 ME 24 Fain 26 27 28 29 30 31 32 33 34 9. Sidewalks shall be required throughout the City, as shown on the typical sections, _'.except as._otherwise required. by Court._Order. Sidewalks shall_ be cons trsac'ted_.fo.ur..(.4._i_nch_es. thick,. except that.__ _ sidewalks over driveways, into commercial areas, shall be six (6) i nches . _ -- SECTION 24.2.2 SPECIFICATIONS FOR AND TESTING OF MATERIALS A. Generally Vegetation, muck and any deleterious material within the right-of-way limits of all streets and alleys and required off-street parking areas shall be removed as required by the City Engineer and replaced with clean fill material, free of stumps, large roots or other matter not suitable for inclusion in roadway fill. With the concurrence of the City Engineer, pavement subgrades may be prepared by alternative methods. All pavements within the city shall consist of a stabilized, compacted subgrade, an eight - inch (compacted thickness) number 2 limerock base, a prime coat (unless the base has received no traffic during its curing period), and a one -inch (compacted thickness) type S-1 asphaltic concrete surface course, or an equivalent._._ design approved by the City Engineer. A prime coat is required on all public streets, but may be omitted on private driveways and parking lots if no traffic is permitted on their limerock base material. Tack coat shall be applied wherever a prime coat has lost its adhesiveness as a result of being covered with dust or other deleterious material. B. Carbonate and Densit Tests As the placement of the limerock base proceeds and the developer indicates the area is compacted and ready for testing (carbonate and density tests), the City Engineer shall specify locations (at approximately five hundred foot intervals) for testing and the tests to be conducted. The City will select and pay the testing laboratory for carbonate and density tests authorized by the City Engineer. Retesting will be required when results —24— 1 indicate nonconformance with these requirements. All tests shall be at 2 the expense of the subdivider or developer, and payment for such tests shall 3 be made prior to the issuance of certificates of occupancy or release of the 4 improvement bond, whichever comes first. 5 SECTION 24.2.3 MINIMUM DESIGN CRITERIA 6 A. Minimum design criteria including pavement width, grade, radius of curve 7 and stop sight distances are outlined in Table I. 8 B. Whenever a street changes direction, or connecting street lines deflect from 9 each other by more than ten degrees, there shall be a horizontal curve. 10 C. Where a subdivision abuts or contains an existing street of inadequate right- 1 1 of -way width, additional right-of-way in conformance with the above standards 12 may be required by the City Engineer. 13 D. Curvilinear streets are desirable for local and secondary collector streets 14 in order to discourage excess vehicular speeds and to provide attractive 15 vistas. 16 E. Intersections with principal collectors shall be located not less than 660- 17 feet apart, measured from centerline to centerline, unless otherwise approved 18 by the City Engineer. 19 F. Streets shall be laid out to intersect as nearly as possible at right angles. 20 The minimum angle.of pavement intersections is less than eighty degrees 21 unless otherwise approved by the City Engineer. 22 G. Multiple intersections involving junction of more than two streets shall be 23 prohibited except where found to be unavoidable by the City Engineer. 24 H. Street jogs with centerline offsets of less than one hundred twenty-five feet 25 are prohibited. 26 I. Property line and right-of-way radii at street intersections shall be twenty- 2 7 five feet. Where the angle of intersections is less than ninety degrees, a 28 greater radii may be required by the City Engineer. 29 J. Streets having cul-de-sacs, permanently designed as such shall not exceed 30 six hundred feet in length. Cul-de-sacs shall be provided at the closed end 31 with a circular turnaround having a paved area and right-of-way of not less 32 than eighty (80) feet in diameter. Drainage swales shall be provided within the paved area. 33 K. The system of streets designated for the subdivision, except in unusual 34 cases, must connect with streets already dedicated in adjacent platted —25— 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 subdivisions. In general, the reasonable projection of streets of the nearest subdivisions must be continued to the boundaries of the tract subdivided so that other subdivisions may connect therewith. Such streets shall be of a width at least as great as that of the streets so continued or projected, unless approved otherwise by the City Engineer. L. Rights -of -way providing for the future opening and extension of streets may be a requirement of the plat at the discretion of the City Engineer, Planning Commission or City Council. M. On a local service street or a secondary collector, while construction is going on and until all utilities including water, sewer, electrical, telephone, cable TV are completely installed, the developer shall have the option of: (1) Not paving the street with the required 1-inch asphalt cement surface until after construction is completed, or (2) Placing 3/4-inch of asphalt cement surface course now on a 6-inch limestone base and placing another 3/4-inch layer of asphalt cement after construction is completed. IMF 1 1 O CO C) C) O C7 I 1 Lf) L.C) C7 U? l0 00 1 1 zl- N N r 1 1 LLI c N � SSIY - C ..� - 1--1 ) C ) C] CO CLo 1 1 LO O O LO C) LO I I Z L.L1� O M r- r- I 1 1--1 .. L � C? = L u LN 2: cm W IH ¢ J CD LD 1,9 lD 1-9 LJa 1 1 Z d' Q 1 I HCO3 c N I— � Z LU LU d M: ZA 08 3Q 3Q H d L LJ M cM M ('') cn r) I 1 H CO Q CL ► 1 ]C LLI -j J S Q S K a m Q. H Lil C) L.C) LO � czr ct O I I H H _O F-- Q U 1-1 LL. N z d Ct m LLI H ! C7 N CZj- -zr 00 p m L.LJ Z LtJ LD I:zr N N r- `. L~/) } M C)0000 d 1 r- d N S- a a C m C LLI a LiJ Ln U to C) r is ce n O O O S- a ++ 4-) -1-3 a o d b U U U E r a a a a a E Ln U O a C'� •r r^- r r- a •r U d' H E O O O U } N S_ U U U •r S+ L.LJ a } a U U cm S_ N La La a La La S- a Ln N _0 0- 0- La N _0 I I r r -O a a a a U U O +) O O .0 t= C O •r •r U O S- S_ a O r h- L1 C1 N J ,J U U S- a La 3 a .- I LL- LL- CIS d d CD I S_ Ca CDC) Ca n m C] H S O 00 1p LQ Ln M `. S F- C-0 lC> O C7 H H CD N 00 r- O) •r •� a } (D O S.- S- •-) a- Ln U S_ La a LA t 1 d--) a O I a r--• L O � U 4- to O r O •r U a a to a S_ C (D O 4-) 11 C CO a a .3 La C r O aj4 a- i- }, (D E a S- U O 1 -0 4-,) C I (D S- W }, U C � a I. a U 4- 0 4--) - I co a +� S_ T~ 4-) =3 IT S.. a � � a Ln +� a � U � } a (D S_ Ln 4- CO I Ci O 4.1 a ca c s- 4--) L.o •r �L O E r ro Ltf r -C d a i-) 1� Ln a -0 a a C r S_ Ln •r S_ O O a N = S_ Cr CD 4- Cz a S- O O O •W C 4-) a Ln a a -a a -P S_ M a t +' c 3 •� Ln o, � •r 'C) +-) S- CO Ln a a rn (D - a C = Ln 7) O S_ r 4.) r - d-) r O U S- r La a La a ra Ln a U 'Li O a O- -Q r 4-.) 'O Q N Ln r- a UJ •-) =3 - C N Ln U U O a a _ O } O r- a L C •r-• to r-- a O La t r E •r •k S- CD a C cn C LU U a a cu S. 7s CS a S- Ln ra C7 •k I►xe 1 2 3 4 5', 6' 7' 8' 91 10 11 12 13' 14 15 16 i 178 19 I 20 21 22 I 23 24 25 26 27 28 29 30 31 32 33 34 SECTION 24.2.4 MEDIAN STRIPS AND OPENINGS A. Median strips and landscaped spaces dividing opposing traffic on a street shall be required upon all streets within the City wherein the dedicated right-of-way is 106-feet or greater. All rights -of -way less than 106-feet shall not include median strips. B. Median strips and openings shall be constructed in accordance with the "Standard Roadway Sections" illustrated on preceding pages of this Chapter, unless left turn lane is not required by the City Engineer, or other design is approved. C. Performance bonds and engineering inspection fees for proposed medians and openings which have not been included as part of previously approved site plans shall be in accordance with Chapter 23 of this Code. SECTION 24.2.5 SODDING AND GRASSING WITHIN RIGHTS -OF -WAY All portions of the roadway, including medians, remaining unpaved shall be planted with sod in accordance with City "Standards", as recommended by the City Engineer and approved by resolution of the City Council. Grass or sod shall be installed in all rights -of -way at a time determined.by the City Engineer, providing, however, that it shall be installed and established prior, to the release of the improvement bond. All work herein referred to shall be maintained in accordance with said .City "Standards" and shall be kept at a height no greater than 6-inches until the roadway has been accepted by City Council resolution and the improvement bond has been released. SECTION 24.2.6 PRIVATE ACCESSWAYS A. Performance bonds and engineering inspection fees for accessways which have not been included as part of previously approved site development plans shall be in accordance with Chapter 23 of this Code. SWIM 7,18 [---I 1 2 3 4 5 61 71' 8'' 9II 10 11 12 13 14 15 16 17 18 19 20 21 �Ira 23 24 min 26 27 28 29 30 31 32 33 34 B. Location and design of all vehicular ingress and egress driveways between private property and a public street shall meet the requirements of the City Engineer and shall be covered by a driveway permit issued by the City Engineer. Each drive will be reviewed according to the conditions existing at each location or according to known future conditions as determined by the City Engineer. General design standards: (1) No drive shall be located closer than 25-feet to the right-of-way of a street intersection. At signalized intersections, the City Engineer will specify distances from right-of-way or pavement edge to allow for sufficient stacking of vehicles in the street prior to the driveway location. (2) Double drives shall be separated by a minimum of 20-feet or as required so that the driveway return radii do not overlap. (3) Driveway widths: 2-way 24-feet minimum 36-feet maximum 1-way 12-feet minimum 16-feet maximum (4) Driveway return radius or flare: Residential 5-feet minimum 15-feet maximum Business, Institutional 10-feet minimum 45-feet maximum (5) Internal Drive Setbacks In large parking lots where hourly volumes of entering traffic may be expected to be high by the City Engineer, the developer shall provide a sufficient setback between the pavement edge of the public roadway and the edge of his proposed internal drives as determined necessary by the City Engineer. SECTION 24.2.7 MINIMUM STREET ELEVATIONS Minimum elevations for crown of street pavements shall be those shown on the amended plat of the flood criteria map dated August 16, 1977, recorded in Miscellaneous Plat Book 4, Page 14, of the Public Records of Broward County, with such changes or revisions thereto which have been and may be made in the future. 6►"'12 U �3 235 1 2, 3 4 5 6 SECTION 24.2.8 SIDEWALKS Sidewalks shall be constructed in accordance with the standards set forth on the drawing below and the engineering construction standards and specifications designated by the office of the City Engineer of the City of Tamarac. Sidewalks shall be required in all new construction, except along 30-foot right-of-way streets. Width of sidewalks shall be as schedule in Table I, Section 24.2.2. 5!-0' TYP' 1 —1 R/W LINE 4'—O"Min. NEW SIDEWALK EXISTING SI DEWALK BROOM FINISH EET 4'�1�REET PAVEMENT z TYPE 'A' %4 PER. FT. SLOPE ^R/W LINE TYPE W JOINT Qaj SECTION A --- A PLAN PREMOLDED EXPANSION JOINT MATERIAL TYPE'B' SI©EWALK JOINTS TABLE OF SIDEWALK THICKNESS —T LOCATION T ALL AREAS EXCEPT DRIVEWAYS 4' AT DRIVEWAYS 6" TABLE OF SIDEWALK JOINTS TYPE LOCATION P.C.E P.T. OF CURVES. A' JUNCTION OF EXISTING NEW SIDEWALKS 20C.C•MAX. WHERE SIDEWALK ABUTS CONCRETE CURBS, DRIVE- WAYS, q SIMILAR STRUCTURES. B, 5'-0"CENTER TO CENTER ON SIDEWALKS. Irslea 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 `FOR 21 22 23 i 24 25 26 27 28 29 30 31 32 33 34 Sidewalks shall be constructed to a true line and grade from "transit mix" concrete having a minimum 28-day compressive strength of 2,500 psi. Metal or approved wood forms shall be used for all concrete work and all surfaces exposed when forms are removed shall be rubbed while the concrete is green to produce a finished surface smooth and even, free of form marks, voids and honeycomb. Any irregularities greater than 1/4-inch, as determined by placing a ten foot straightedge parallel with or a four foot straightedge perpendicular to the long axis of the sidewalk shall be cause for rejection of that section of sidewalk between type "A" joints. Sidewalk wearing surfaces shall have a broom finish. SECTION 24.2.9 GUARDRAILS A. Guardrails shall be constructed within the right-of-way wherever a canal, lake or ditch lies within twenty-five (25) feet of the pavement or the City Engineer determines that guardrails are necessary for the protection of the public. B. Guardrails shall be constructed in accordance with the standards indicated on detail sheets V3_VI, VII and VIII which follow. C. Reflectorized guardrails shall be installed at the end of pavement on all streets or drives which are temporarily dead ended or a "T" turnaround is installed. Proper "Dead End" signs shall be placed at the closest inter- section to the dead end. —31— 91, GUARDRAIL INSTALLATIONS • Dab, FOR,'', ROADWAY HAZARDS CITY OF TAMARAC TWIST ENO' ANI:*PW STIkAm4T 0110 ANCHORAW--, (TYPE r) 'cTYPLE 11) --SHOULDER ED13E PAVEMENT IND r-RAISED MEDIAN OR BARRIER �.INCHORAGE "ITYP TWIST -END ANCHORAGE *,-,'!trtPE n -i 4- VARIES" VARIES IV—C' N WIN. MI 4 LANE DIVIDED ROADSIDE .HAZARD CONCRETE CURB AND GUTTER (WHERE RWItK) rRAmjT END AMCMRAg*, (TYPE 11) USE TWISTED ANC140RASE (TYPE 1) WHERE RAISED MEDIAN 0*4AROM 3 NOT PROVIDEM CHOftQE coftc AND GUTTER - Twisr-co TWIST -END ANCHORAGE ANCHORAGE, (TYPE ATYPE 1) HAZARDS 2 LANE ROADSIDE HAZARD 4,7 73' MIN, ''DOLE0P �',ANCWWAGEwa VPA/EMENT EM END IN (TYPE I) — -- —__ _—___ _-- __________ _,o—zSHOULDER E 14 y CONCREI CURB KAZARCD AND GUTTER-:7,..., 1. - :ra (TYPE j� 4b MEDIAN HAZARD _14 "4aterials and Installation of guardrail sMI I b91* r ''..."Jance with the applicable sections of the latest 'ddlifi6l, 4 cm ".0 Florida 0 epartmmt of Transport tI a spot _-'Alam for road and bridge construction. 5" 0, v, WAR "32- STANDARD DETAIL StjEE1 4, J. I . . 40, _ ., . 1, 231 GUARDRAIL POST DETAIL CITY OF TAMARAC 7 0 ? J_ =4 J LLJ Q O cr F-- O J O wa W W a t- o 1 LV loft 2 iL µ. cn O O a. a W cn J F Z Q 5 _ W K Ia.FW 040 W a W 0 U�n J� 0 if0 3i V1 ;•,�y,..r.. .. .,..., �.,.. �• •��H fir,.?,"`� '„�Gri�=,tz'ur+�.��:`we�`1;�:�i�s¢,,:�+s°�.,�iH.�rr�.�•..�r.T ��,;:n::,. ...� ,� , w 1; z 0. W I— W V Z ' O ny 1049 a a W �i ,• a O — N a a _33- GUARDRAIL STANDARD DETAIL SWEET M ,. ,� � .:;4 ...... ..:✓,.-,st:,4:a�^.:�tiv�.;.::'r!'•'.�,Mrv..Mi�i!`e'��,,.��.t,�t>a�:4"w� ui;� : METAL GUARDRAIL END ANCHORAGES CITY OF TAMARAC 30"a 30"■ 30" *(SEE ETE R BLOCK DETAIL) 4ANCHOR PLATE ROD NDMBIAL PLAN0 T TIMBER !LOCK 1» IY'w B'Ijrj 4 f� _— 1" NO COVER 14 ROD REQUIRED ANCHOR PL1~ ATE I R GALV..-► : (SEE DETAIL) � PIPE SLEEVE 1 L— 30* STRAIGHT -END ANCH RAG TYPE IL ..~� t 18' BOLTS :ti ; 4• 4 4» .<•!" GALV. PLATE. EIJMINATE BEVEL ON TYPE IL _ of w y NUT I to. BALER r 4'u (uw wIN IV� 11) * - 1» 12rANCHOR ROD BEVELED WASHER CONCRETE ANCHOR BLOCK j4 2' 4 I HOLE FOR `a s`dti �yy (OONCRETE) �r wwp;.. � 4 NOLL FOR ' (STEEL OR ALUM.) w ADS .A MOUNTING BRACKET DETAILS FOR POST ' BI TYPES 181 II —34— FULL PENETRATION WELD OR BEND TO FIT 1 4 d ROD (7"THREA� `\l FOR R HEX NUT —, METAL BEAM GUARD RAIL 5" -F,a--V MACHINE BOLT, AF4' CUT WASHER AND r ,�i HEX NUT * (0 REQUIRED) J fPLATE-f ][ - IT LAP IN DIRECTION PLAT OF TRAFFIC ANCHOR PLATE DETAIL RADIUS VARIES— ( I!5' R. STD.) BEGIN RADIUS.POST 'B' (SEE L rNORMAL LINE t"1 POST . CONCRETE ANCHOR BLOCK ( SEE DETAIL) f TAIL) $ ,gR L NE i� F• '" ' ;' HB Mb *I= PL AN ♦+ SHOULDER LINE VARIES U nMSHED BRAD! t AT ANCHOR BLO11( 1 ANT. ELEVATION TWIST -END ANCHORAGE • TYPE I W a z z 0 E NOTE! L t> % ANCHOR ROD, PLATE,BEVELED WASHER D NUT SHALL BItGALVANIZED WITH A MINIMUM OF Sat OF ZINC PER SO. FT. !. CONCRETE ANCHOR BLOCK MAY BE PRECAST OR POURED IN PLACE - GUARDRAIL _ Jew STANDARD DETAIL SHEET= a r. ,. •.,i',i,.k ��'W.':�, w, „����,:<'KiY'�fs ,:"':`m''e� �:y'Y ��ypq, 227 1" 12E MIN. 1" I" 2". 4� A4 . s" HOLE 11 F" Q7 a 2 RAIL SPLICE METAL GUARDRAIL (STANDARD BEAM TYPE) CITY OF TAMARAC TERMINAL SECTION ff 2'-6" Mlr� o M s m 21 I"DIA HOLES ` o C '- -•gee i Ni r 2 USE 8 / x IS- BOLTS (4 REO'D.) SPECIAL END SHOE 55° SYMM. ABOUT £ (4 OVAL 4 4 SMOULDER HEX NUT ' J-R ` POST p,::a=,•.,:': ( ,S I (I BOLT, SAME' r- a 'EXCEPT LENGTH BUTTON HEA ...:,,. p N 5S• IiR "'" SPLICE BOLT (B REOU1RED ) RAIL SECTION Np w,,,...:., p. STANDARD HEX NUT AND WASHER B' 6" 13" NOMINAL TREATED TIMBER BLOCK 8 "DIA. SPLICE BOLTS (B REO'D) ' REFLECTOR ASSEMBLY ;•:Y:,,,; M': w.' ;.- uac�_ r- (AT SO' INTERVALS) '—Ue " s DIA. POST BOLT U REC'D.) ep " AMBER G" REFLECTO' TYPICAL INSTALLATION B PLATE POST BOLT HOLE 1 ( I5x11") WASHER 3" Its. I 1 13 16 ,~� SLOT FOR POST DOLT in la I-461 Y n ... `REFLECTOR ASSEMBLY w MOTE USE 126A. GALVANIZED STEEL RAILS UNLESS OTHERWISE SPECIFIED ;-•,.;a;";.-.,- OR PERMITTED • � rya. �:�;; . �. h - -35- GUARDRAI L STANDARD DETAIL SHEETS„ 1 1' 2 3 4 610 6 7 8 9 12 13 14 17 18 19 P41A 21 22 WE 24 25 26 27 28 29 30 31 32 33 34 SECTION 24.2.10 STREET NAME SIGNS A. System Required A street name sign system shall be constructed by the developer in every subdivision or any new land development project. B. Design_ and Construction Standards 1. Designs: All designs for street name sign systems shall be approved by the City Engineer. 2. Locations: Locations of street name signs shall be as established by the City Engineer but shall be not less than one per intersection. 3. Materials, Installation and Lettering: Standards of materials, installa- tion and lettering shall be in accordance with the requirements set forth in the Manual on Uniform Traffic Control Devices for Streets and High- ways, current edition, and its addenda. C. Ownership and Maintenance 1. No certificates of occupancy will be issued for any structure until all street signs have been installed by the developer as required by the City Engineer. 2. Upon final approval of a street name sign system, the ownership of the signs shall be transferred to the City. 3. The City shall be responsible for all maintenance of the system upon assuming ownership. D. Deviations from the above standards shall require review by the Beautifica- tion Committee and a waiver and possible maintenance covenant by the City Council. SECTION 24.2.1.1 STREET LIGHTING A. System Required 1. A street lighting system shall be provided in all subdivisions or as part of the improvements in any new land development project. Installa- tion of all underground facilities must be completed before streets are paved. 2. The differential costs (if any) for the installing of concrete poles and underground wiring, plus the first twelve months of estimated maintenance and service charges for the lighting system, shall be paid by the developer before an improvement permit is issued. 59ROB VL 1 2'I 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Ma 23 24 25 26 27 28 29 30 31 Ma 33 34 B. Design and Construction Standards All street lighting as required by this article shall conform to the follow- ing standards of design and construction: 1. All designs for lighting shall be approved by the City Engineer and the franchised electric utility, who will follow, as a minimum, the I.E.S. Standard Practice for Street and Highway Lighting, 1953, for Type III Distribution. 2. Wiring for street lighting shall be underground except in areas where primary distribution conductors are overhead. Subject to the approval of the City Engineer, the primary poles may be used for street lights and associated wiring. 3. All luminaires shall be a minimum of four thousand five hundred lumen mercury vapor lights, mounted on concrete poles. C. Enforcement of Article 1. No building permit shall be issued in any subdivision or new land development project unless the engineering drawings therefore contain adequate provisions for street lighting. 2. No certificate of occupancy shall be issued to any structure until the street lighting is completed and operable or a commitment acceptable to the City Engineer has been provided by the electric utility for that area. 3. The design standards of this section may be waived by the City Council where a waiver would not be detrimental to the public health, safety or welfare of the citizens of the City, subject to agreement or covenant providing for installation and maintenance, plans to be approved by City Engineer. 191re 7L 1 2 3 4 5 6 7 8I' 9' 10 11 12 13 14 15 16 1 17 18 19 20 71 22 23 24 25 26 27 28 29 30 31 32 33 34 ARTICLE III UNDERGROUND WIRING SECTION 24.3.1 REQUIRED EXCEPTIONS In new residential subdivisions and other land development projects, all utility lines, including but not limited to those required for electrical power distribution, telephone and telegraph communication, street lighting, electrical distribution system, including service lines to individual properties necessary to serve the development under consideration, shall be installed underground. However, this section shall not apply to wires, conductors or associated apparatus and supporting structures whose exclusive function is in transmission of electrical energy between generating stations, substations and transmission lines of other utility systems. Appurtenances such as transformer boxes, pedestal mounted terminal boxes and meter cabinets may be placed aboveground on a level concrete slab and shall be located in such a manner as to minimize noise effects upon the surrounding residential properties. All underground wires shall be buried a minimum of 18-inches below the finished ground line. SECTION'24.3.2 EASEMENTS Recorded easements shall be provided for the installation of all underground utilities facilities, in conformance with such size and location of easements as may be determined by the City Engineer to be compatible with the requirements of all utility companies involved with respect to a particular utility service. SECTION 24.3.3 ARRANGEMENTS WITH PERSONS FURNISHING UTILITY SERVICES The subdivider or developer shall make the necessary financial compensation and other arrangement for such underground installation with each of the franchised utilities that are involved with respect to a particular development. The subdivider or developer shall submit written evidence of a satisfactory arrangement with each of the franchised utilities involved with respect to a particular development before the final site development plan of the project is submitted to the Planning Commission for its consideration. 1z1 OL I ARTICLE IV DRAINAGE 2 SECTION 24.4.1 STORM DRAINAGE SYSTEM 3 A storm drainage system shall be provided that will drain the entire 4 improvement to positive outlets that can be legally maintained in permanent use 5 or into a public drainage system of adequate capacity which discharges into 6 such positive outlets, including all rights -of -way, easements and necessary 7 construction at no expense to the City. Side ditches along public roads shall 8 not necessarily be considered as such public drainage systems or positive 9 outlets. In the event a retention basin is to be utilized, it shall be of 10 adequate storage capacity to accommodate a ten year storm. The pipe shall be 11 sloped and structures channeled to develop sufficient scouring velocity at 12 design flow to minimize sedimentation. 13 Data of the drainage system shall be submitted along with the construction 14 plans in a report form prepared by the developer's engineer indicating the 15 method of control of storm and ground water, including the method of drainage, 16 existing water elevations, recurring high water elevations, proposed design 17 water elevations, drainage structures, canals, ditches and other pertinent 18 information pertaining to the system. 19 In the event that the construction of a positive outlet drainage system 20 causes a hardship, an alternate type system may be submitted for the review of 21 the City Engineer. A detailed design and cost estimate of a positive outlet 22 system shall be submitted with an explanation why such system causes a hardship. 23 The alternate system shall also include a detailed design and cost estimate. 24 The City Engineer shall review the submitted data and forward a report to the 25 City Council for their review. The City Council shall then rule if an alternate 26 drainage system can be used. 27 In the event an alternate system is accepted by City Council, a bond shall 2 8 be posted to guarantee that if the alternate system fails to perform satisfac- 29 torily, in the City Engineer's opinion, then the developer shall install a 30 positive outfall system. This bond will be reviewed every two years of operation 31 of the alternate system. If inspection at that time shows the system to be 32 operating satisfactorily, the City Engineer may recommend continuation of said bond 33 to the City Council.. ---The bond shall not be released until the positive outfall is 34 provided and the system is connected to it. —39— 9' 1 2 3 4 5 6 7 8 LOA 12 13 14 15 16 17 18 19 20 21 22 23 O.,! 25 26 27 28 29 30 31 32 33 1 i 34 SECTION 24.4.2 DESIGN OF STORM DRAINAGE SYSTEM A. The storm drainage system required for land development shall be designed in accordance with the engineering principles accepted by the Florida State Department of Transportation and in conformance with the following design criteria: 1. Rational formula (Q = c i A) shall be used. 2. Coefficient of runoff shall be 0.95 for impervious areas and from 0.5 to 0.9 for grassed areas. 3. Storm drainage shall be designed by outlet control methods to the effect that a ten year design storm will produce a headwater no higher than 4-inches above the lowest catch basin rim in parking lots or 2-inches below edge of pavement in subdivisions and a twenty-five year storm will produce a headwater no higher than 1-inch below the centerline crown of the roadway or the inside edge of the roadway on roadways with medians. The minimum gutter and pavement gradient shall be .003-feet per foot. The minimum grass swale gradient shall be .006-feet per foot. The length of roadside swale shall be less than 200-feet unless approved by the City Engineer. 4. Manning's "n" shall be 0.013 for reinforced concrete or fully paved or lined corrugated metal pipe; 0.019 for unpaved, helically corrugated aluminum pipe and 0.024 for unpaved, unlined, annularly corrugated pipe. 5. Design water level of the secondary canals into which the outfall pipes flow shall be +7.00 feet MSL for systems in the C-14 drainage basin and +6.00 feet MSL for those systems discharging into the C-13 basin. B. The developer's engineer shall submit a copy of his design calculations to the City Engineer for his approval on the standard form available from the City Engineer's office. C. The City Engineer may permit other design criteria to be used or may require the developer's designer to use criteria other than those given in this section which the City Council may deem necessary for the health, safety and welfare of the public. D. Inlets, catch basins, manholes, headwalls and other drainage structures shall be of a design approved by the City Engineer. .O 59 L 1 2 3 4 5 6 7 8 9 13 14 I 15 16 17 18 19 20 71 Wa 23 P,L! 25 26 27 28 29 30 31 32 33 34 SECTION 24.4.3 MATERIALS FOR STORM DRAINAGE SYSTEM All storm drainage materials and construction shall be in accordance with the City "Standards" as provided above. All outlets shall be protected by headwalls. Pipes shall be visually clean and straight. The developer shall cause the pipes to be stoppered, pumped nearly dry and illuminated for inspec- tions by the City Engineer prior to acceptance of the installation. SECTION 24.4.4 CANALS, LAKES AND SEAWALLS A. Right-of-way: Future canals are to be dedicated to the public and shall have a minimum right-of-way width of eighty -feet. Lakes shall be dedicated to the public and shall be a minimum of one hundred fifty feet in width. B. Maintenance Easements: A maintenance easement twenty -feet in width shall be provided adjacent to the entire boundary of a lake or canal. C. Bulkheads and Seawalls: Seawalls are required on the perimeter of all canals and lakes. The City Engineer may recommend to the City Council to waive the requirements for seawalls where it is his professional opinion that grassed slopes would be in the better interest of the health, safety and welfare of the citizens of the City as a measure of flood control. SECTION 24.4.5 BULKHEADS - DESIGN STANDARDS A. Bulkheads or seawalls shall be precast portland cement concrete panels constructed of 4,000 psi concrete, reinforced with 40,000 psi yield point structural grade steel and designed in accordance with Ordinance__76-24, as...._ amended from time to time. B. Minimum elevations for the top of caps shall be the same as those required for street crowns as enumerated in Section 24.2.7. .C. The precast bulkhead slab shall extend at least nine -inches into soil or four -inches into rock at the bottom. All joints must be sealed to prevent erosion. D. Piling must be at least ten feet long and be anchored in stable material. If hard rock is encountered, W4 x 18 "stingers" may be cast into the piles tQ penetrate into the rock and provide sufficient anchorage. —41— 225 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 E. Tieback rods of adequate size shall be coated with two layers of bituminous paint and wrapped to prevent corrosion. F. Bulkhead Requirements: The face water -side of the bulkhead shall coincide with the development's property line. Any excavation required from the property line to midstream shall be the responsibility of the permi'ttee. A licensed land surveyor shall submit the proposed layout of the bulkhead system or six sets of certified plans and specifications showing complete details of the seawall, pertinent topographical and soils information, structural calculations and a complete unit cost breakdown. The City assumes no liability for the design or construction of bulkheads and their adequacy is and remains the responsibility of the design professional who certifies the plans, specifications and structural calculations. G. Maintenance of bulkheads, after final approval, shall be the responsibility of the contiguous property owner and becomes the responsibility of the City . only where such construction lies within the dedicated street right-of-way. No modifications, removal or additions shall be made to any bulkhead or seawall without prior approval of plans and issuance of a permit by the City. SECTION 24.4.6 CANAL AND LAKE SIDE SLOPES AND SIDE PROTECTION Where bulkheads are not required, the side slopes of the canal or lake shall be in accordance with the following illustration, and any excavation required to conform existing canal banks to the required typical cross section shall be performed by the permittee. FOUNDATION MAINTENANCE EASEMENT 2050' R/W MINIMUM 9' (ONE S)�0RY) 12 16' PROPERTY LINE 1 � (7W0 OR MORE 570RIES) I0 � MAXIMUM I S LO PES 3.5 3� DESIGN WATER ELEVATION FOR C- 14 7.0' I C -13 6.0' 12' -42- ( 'Inimum) -- 4 ' BERM 1� 1 2 3 4 5'I 61 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 SECTION 24.4.7 CANAL AND LAKE WIDTH AND DEPTH No future canal shall have a width between faces of seawall of less than eight (80) feet. Where no seawall is required, the future canal shall have a minimum width of eighty (80) feet as measured at the design water elevation. The elevationll of the bottom at the center of a canal or lake shall be at (-) 9.0 MSL or below. The side slopes of the canal or lake shall be consistent with the natural angle of repose of the subsurface material. SECTION 24.4.8 CONSTRUCTION SCHEDULE FOR CANAL SEAWALLS OR SLOPES In residential areas, no permits for lots adjacent to lakes or canals, except for five (5) model units, and no permits in other than residential areas, for roofing of other buildings, will be issued before canal seawalls are constructed or canal slopes are excavated as per exhibit shown in Section 24.4.6, and sodded. SECTION 24.4.9 CANAL AND LAKE FLOW CONNECTIONS All canals and lakes shall connect directly or indirectly to the secondary canal system permitted by the South Florida Water Management District. All connections to other canals or lakes shall be the equivalent of two 36-inch diameter pipes or greater. SECTION 24.4.10 DITCHES AND SWALES Ditches and swales as defined in this Chapter will not be approved, except for roadside or yard drainage swales. WRI N i 2 3 4 5 6 7' 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 ARTICLE V SEWAGE COLLECTION SYSTEM SECTION 24.5.1 GENERALLY A system of sanitary sewers, together with all necessary pumping stations and appurtenances, shall be provided to serve all parcels of the subdivision or principal buildings of the development. The system shall be designed to accommodate all reasonably anticipated construction and occupancies. The collection system shall conduct the sewage directly or indirectly through existing sewers or adequate capacity to an approved treatment facility. SECTION 24.5.2 DESIGN AND CONSTRUCTION STANDARDS. MATERIALS AND T.V. INSPECTION A. General: The sewage collection system shall conform to all requirements and minimum standards of the applicable County and State regulatory agencies. B. Materials: Cement mortar lined ductile, vitrified clay or polyvinyl chloride pipe may be used. Manholes shall be of reinforced concrete and have watertight joints. Manhole covers shall be virtually watertight and bear the words "Sanitary Sewer" cast into their upper surfaces. C. T.V. Inspection: Each public sanitary sewer line shall be inspected by a closed circuit television camera or other accepted method as approved by the City Engineer. The developer shall employ a reputable testing agency for this inspection, which shall be subject to the City Engineer's approval. The type of equipment employed shall be sufficient to give adequate detail on the viewing screen as may be determined by the City Engineer, who will supply a representative to view the screen while the inspection is in progress. The developer shall provide suitable methods of measuring and locating defects found in the lines and shall enter such data in a log. Lines found defective shall be corrected as directed by the developer's engineer and the repaired lines shall be reinspected with the television camera until found acceptable. Service connection lines need not be inspected by this method. 015E 8TC 1 2 3 4 5 6 7 8, 9 10 11 12 13 14 15 16 j 17 I 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 ARTICLE VI WATER DISTRIBUTION SYSTEM SECTION 24.6.1 GENERAL A water distribution system, providing potable water from an approved treatment facility, shall be provided to serve all parcels of the subdivision or principal buildings of the development. The pipes shall be sized to provide fire protection and an adequate supply of domestic water for all reasonably anticipated construction and occupancies. SECTION 24.6.2 DESIGN AND CONSTRUCTION STANDARDS A. General: The water distribution system shall conform to all requirements and minimum standards of the applicable State and County regulatory agencies, unless more stringent standards are established herein. B. Pike Size: No pipe other than service lines shall be smaller than four - inch nominal diameter. The piping for fire protection shall provide (during peak water demand) a minimum residual pressure of at least 20 psi when 750 gpm is simultaneously withdrawn from any two hydrants. C. Fire H drants: Fire hydrants shall be placed on lines six -inches or larger in diameter and shall be spaced so that the furthest portion of all principal buildings, divisions thereof or dwelling units therein, and all building areas of site plan and parcels are within three hundred feet (300-feet) (as a fire hose would normally be deployed) of a hydrant. D. Location of Valves: Valves shall be so located that a break at any point in the system may be isolated without causing interruption to service of more than two residential blocks or more than one commercial or business 1_�rem !+ SECTION 24.6.3 MATERIALS FOR PIPE AND FITTINGS A. Mains: All mains shall be six -inches or larger and. shall be constructed of cement lined ductile or cast iron, meeting the applicable AWWA specifica- tion, depending on such design conditions, flow rates and pressure differen- tial as may be prudently anticipated. B. Service_.Pipe: Service pipe shall be constructed of type K copper tubing or polyvinyl chloride (Schedule 40 or better) and shall bear the National Sanitation Foundation seal for potable water pipe. PVC shall be protected by a sand envelope cushion at least one -inch thick all around when installed. -45— iv ' 2 1 2 3 4 5 6 7 8' 91 10 11' 12 13 14 15 16 i 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 ARTICLE VII GRADE OF BUILDINGS SECTION 24.7.1 GENERAL REQUIREMENTS In order to comply with the requirement of the Federal Flood Insurance Program, a 100-Year Flood Elevation Map has been adopted by the Board of County Commissioners by Resolution dated August 16, 1977, and is filed in Miscellaneous Plat Book 4, Page 13. The contour as shown on the 100-Year Flood Elevation Map indicates the minimum elevation of the first floor level of buildings to be constructed. The governing factor for the elevations of the first floor level is the 100-Year contour, or 18-inches above the crown of the nearest road for residential buildings or six -inches above the crown of the nearest road for non-residential buildings, whichever is higher. In the alternative, the City Council may permit a lesser elevation where the City Engineer certifies that the crown of the adjacent street is at a level above MSL which would warrant such lesser elevation for a specific parcel, upon such terms and conditions as the City Council shall deem advis- able (however, not below 100-year flood). SECTION 24.7.2 INSPECTIONS The Chief Building Official, upon notification from the permit holder or his agent, must request the City Engineer to not only inspect the slab or foundation as to height as set forth herein or on the approved final site development plan, but also as to its relation to the adjacent buildings. No deviation of more than 1-inch lower or higher shall be permitted. No further inspections shall be made or approved until the height regulations are met. SECTION 24.7.3 COMPLIANCE PREREQUISITE TO ISSUANCE OF CERTIFICATE 0_F-O_CCUPANCY No certificate of._oc_cunancy--shall be issued until the grading has been thoroughly inspected and the City Engineer determines and indicates to the Chief Building Official that the flow of rainwater is away from the building, that the yards and pavement are properly sloped so that the water does not lie on the lawns or pavement in pools or lakes, but drains directly to the public surface runoff and storm water collection system without encroaching on, flooding or eroding adjacent lands. ARTICLE VIII MISCELLANEOUS SECTION 24.8.1 In the event of any conflict of this ordinance with those of external governmental agencies, the restrictions herein shall govern, if possible. 9 El C 1 2 3 4 5 �z 12 13 14 15 16 17 18 19 20 21 iya 23 24 25 26 27 28 29 30 31 32 33 34 SECTION 24.8.2 Specific authority is hereby granted to codify this ordinance. SECTION 24.8.3 With the exception of Section 24.8.4 which is hereby declared to be nonseverable, should any section or provi- sion of this ordinance or any portion hereof or any paragraph, sen- tence or word be declared by a court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder hereof as a whole or any part hereof other than the part declared to be invalid. SECTION 24.8.4 All ordinances or parts of ordinances in conflict herewith are hereby repealed. It is the intent of the Council that this repealer shall apply to those ordinances enacted since the last codification of City ordinances as well as those ordinances which appear in the City Code itself. To assist with the codification process, those ordinances enacted since the last codifi- cation which are repealed by this Ordinance number are Ord. number 77-22, Ordinance #78-20 and Ordinance #78-21. This ordinance does not, however, repeal those fees set forth by Resolutio of the City Council under the authority of Ordinance number 78-12. There have been a number of orders issued in Case No. 72-11731 styled LEADERSHIP HOUSING SYSTEMS, END SIMON ZUNAMON, as Trustee, v. THE CITY OF TAMARAC, a Municipal Corporation. These cases have pertained to all or parts of sections 4, 5, 6 and 7 of Township 49 South, Range 41 East, in Broward County, Florida. In the Order on Motion for Clarification dated August 27, 1976, there was a judicial determination of which ordinances of the City of Tamarac the plain- tiffs would be bound by, which ordinances the plaintiffs would not be bound by, and modifications of the terms of certain ordinances were made. It is the intent of the City Council in the enactment of this ordinance that the decisions of the Circuit Court Case No. 72-11.731 are not affected in any way. Plaintiffs, or their successors, or assigns, may not take advantage of any modifications of standards that this ordinance creates to the extent that these modifications are a reduction of the standards that the Court ordered by Plaintiffs to abide by in its decisions in Case No. 72-11731. The City would -- 47 - W 1 2 3 4 5 6 7 9 10 113, 12 13 14 lti 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 have no objection and it is the intent of the City Council to allow and to stipulate with the Plaintiffs or any of their successors or assigns that all of the standards contained in this ordinance shall be complied with. Accordingly, in the event that there is a judiciali, determination that Plaintiffs or their successors, or assigns, may avail themselves of certain portions of this ordinance and not be bound by the entire ordinance, then the standards set forth in this ordinance shall be declared to be null and void and the standards in effect at the time this ordinance was enacted shall become effective. In the event that the standards set forth in this ordinance become null and void any persons or corporations who have abided by the term and conditions of this ordinance and who have received building per- mits for a platted area prior to this ordinance becoming null and void', may apply to the City Council and shall be granted relief from the terms of the prior ordinances which would again become effective. SECTION 24.8.5 This ordinance shall be effective immediate= ly upon adoption and shall be applicable to all developments that have not had final Council plat and site plan approval. PASSED FIRST READING THIS 2X day of oulyup , 1978. PASSED SECOND READING THIS _2a day of 561r 1978. A44� - I ATTEST: � f CITY CLERK I HEREBY CERTIFY that I have approved the form and correctness of this ORDINANCE CITY ATTORNEY 20RIE u 11ECORD OF COUNCIL VOTE MAYOR W. FALCK VIM H. MASSARO _ CIM H. WIENER CIM I.M. DISRAELLY Ap ,p CIW M. KELCH -- --71V- 07 !