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HomeMy WebLinkAbout1975-016do A RESOLUTION NO. 75- 16 WHEREAS, the Board of County Commissioners of. Indian River County, Florida, effective as of. the 24th day of March, 1975, with the approval of the Secretary of the State of Florida, did adopt Indian River County Ordinance No. 75-3 which for the purpose of definition in this Resolution shall be deemed to be the "Subdivision Ordinance"; and WHEREAS, such "Subdivision ordinance" outlines the administrative requirments, including but not limited to providing for definitions, requirements for application, design standards, and various other related administrative procedures; and WHEREAS, under Section 3 of said "Subdivision Ordinance" there is reference made to "Appendix A" which Appendix applies to the technical specifications for standardization to be used in connection with said "Subdivision Ordinance"; and WHEREAS, prior to the adoption by this Board of the said "Subdivision Ordinance" the said Board must approve "Appendix A" referred to in Section 3 of said "Subdivision Ordinance"; and WHEREAS, in order to provide for required amendments, alterations, and/or changes in said "Appendix A" that may be demanded from time to time by changing conditions or other extenuating circumstances, and to avoid confusion in identifying any such amendments, alterations, and/or changes to said "Appendix A", it appears feasible to establish a system or method of identification; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA that said "Appendix A" hereto attached is duly adopted as the "Appendix A" referred to in Section 3 of the said "Subdivision Ordinance" and that any alterations, amendments, and/or changes to be made in the said "Appendix A" after the adoption hereof, shall be designated as "Appendix A-1"; "Appendix A-2"; "Appendix A-3"; ® and consecutively thereafter as such changes are made and such subsequent Appendixes shall be made a part of. the original• "Subdivision Ordinance" as though they had been made at the time of the adoption of the said Ordinance No. 75-1. Such Resolution shall become effective as of the 24th day of March, 1975. 1 40 4P RESOLUTION NO. 75- 16 WHEREAS, the Board of. County Commissioners of Indian River County, Florida, effective as of the 24th day of March, 1975, with the approval of the Secretary of the State of Florida, did adopt Indian River County Ordinance No. 75-3 which for the purpose of definition in this Resolution shall be deemed to be the "Subdivision Ordinance"; and WHEREAS, such "Subdivision Ordinance" outlines the administrative requirements, including but not limited to providing for definitions, requirements for application, design standards, and various other related administrative procedures; and WHEREAS, under Section 3 of said "Subdivision Ordinance" there is reference made to "Appendix A" which Appendix applies to the technical specifications for standarization to be used in connection with said "Subdivision Ordinance"; and WHEREAS, prior to the adoption by this Board of the said "Subdivision Ordinance" the said Board must approve "Appendix A" referred to in Section 3 of said "Subdivision Ordinance"; and WHEREAS, in order to provide for required amendments, alterations, and/or changes in said "Appendix A" that may be demanded from time to time by changing conditions or other extenuating circumstances, and to avoid confusion in identifying any such amendments, alterations, and/or changes to said "Appendix A", it appears feasible to establish a system or method of identification; NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Indian River County, Florida that said "Appendix A" hereto attached is duly adopted as the "Appendix A" referred to in Section 3 of the said "Subdivision Ordinance" and that any alterations; admendments, and/or changes to be made in the said "Appendix A" after the adoption hereof, shall be designated as "Appendix A-1"; "Appendix A-2"; "Appendix A-3"; and consecutively thereafter as such changes are made and such ® subsequent Appendixes shall he made part of the original I"Subdivision Ordinance" as though they had been made at the • ' time of the adoption of the said Ordinance No. 75-3. I. I' I+: • Such Resolution shall become effective as of the 24th day of May, 1975. BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY By��— Alma Lee Loy, Chairm of the Board Attest: Ralph Harris, Clerk RESOLUTION NO. 75-/G WHEREAS, the Board of County Commia,.ioners of Indian i River County, Florida, effective as of the 24th day of March, 1975, with the approval of the Secretary of the State of Florida, O did adopt Indian River County Ordinance No. 75-3 which for the purpose of definition in this Resolution shall be deemed to be the "Subdivision Ordinance"; and WHEREAS, such "Subdivision Ordinance" outlines the administrative requirments, including but not limited to providing for definitions, requirements for application, design standards, and various other related administrative procedures; and WHEREAS, under Section 3 of said "Subdivision Ordinance" there is reference made to "Appendix A" which Appendix applies to the technical specifications for standardization to be used in connection with said "Subdivision Ordinance"; and WHEREAS, prior to the adoption by this Board of the said "Subdivision Ordinance" the said Board must approve "Appendix A" referred to in Section 3 of said "Subdivision Ordinance"; and WHEREAS, in order to provide for required amendments, alterations, and/or changes in said "Appendix A" that may be demanded from time to time by changing conditions or other extenuating circumstances, and to avoid confusion in identifying any such amendments, alterations, and/or changes to said "Appendix A", it appears feasible to establish a system or method of identification; NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF INDIAN RIVER COUNTY, FLORIDA that said "Appendix A" hereto attached is duly adopted as the "Appendix All referred to in Section 3 of the .said "Subdivision Ordinance" and that any alterations, amendments, and/or changes to be made in the said "Appendix All after the adoption hereof, shall be designated as "Appendix A-1"; "Appendix A-2"; "Appendix A-3"; • M and consecutively thereafter as such changer; are made and such subsequent Appendixes shall be made a part of the original ® M "Subdivision Ordinance" as though they had been made at the time of the adoption of the said Ordinance No. 75-1. Such Resolution shall become effective as of the 24th day of March, 1975. O APPENDIX A 1 Subdivision Requirement for Paving, Drainage, Signs and Wa1ter. Prior to the commencement of construction, all plans shall have been approved by the County Administrator. Prior to the granting of final approval of the final plat, the subdivider shall install or shall have furnished adequate bond for the completion of the following: 1. As provided for under Chapter 177 Laws of Florida. 2. All improvements required by this Ordinance. A. Technical Specifications: 1. All equipment necessary for the construction of work required in these specifications, shall be on the project, in first class working condition, and shall have been approved by the County Administrator. 2. It is the right of the County Administrator to require the contractor to conform to the ap- proved plans and specifications. 3.' Definitions: Approval"direct approval either by the Board of County Commissioners or the County Administrator. Engineer -County Administrator, or approved professional engineer for the project. 4. Supervision: An approved engineering firm or professional engineer must control or supervise construction of all improvements at the expense of the owner. Each stage of construction shall receive approval. 5. Base Width: All bases shall be one foot wider than the final pavement width. Radius to conform with final pavement requirements. 6. Pavement Width: The minimum pavement width shall be 20' (twenty feet) exclusive of curbs. Split _ pavements for a boulevard type street shall have a minimum width of 12' (twelve feet) exclusive of, curbs. All paved intersections shall have a _ minimum of 25' (twenty --five feet) radius at edge of pavement. Larger radii may be required by County Administrator. -1- - B. Types of Pavements: 1. An 8 (eight) inch compacted sub -grade, and a 6 (•six) inch thick lime rock compacted base, a prime coat and a 1" (one) inch asphaltic Concrete wearing surface. 2. A 6 (six) inch thick compacted soil cement base, P , a prime coat and a 1 (one) inch asphaltic concrete :... wearing surface. 3. A 6 (six) inch thick compacted mixed in place base, a prime coat and a 1 (one) inch asphaltic concrete wearing surface. 4. An 8 (eight) inch sub -grade, 4 (four) inches of hot sand asphalt, with 1 (one) inch of wearing surface. 5. The pavements stipulated in Article 1, 2 and 3 may have an alternate wearing surface of a double-- durface treatment upon approval of the County Administrator. C. Sub -Grade: 1. The road bed shall be excavated and shaped in conformity with a typical section shown on the plan and to the lines and grade established by, the engineer. All unstable or otherwise objec- tionable material shall be removed from the sub grade and replaced with approved material. All holes, ruts and depressions shall be filled with approved material, and if required, the sub - grade shall be thorouqhly wetted with water and reshaped and rolled to the extent directed in order to place the sub -grade in an acceptable condition to receive the base material. The sur- face of the sub -grade shall be finished to line and grade as established and be in conformity with the typical section shown on plans. The stability of the sub -grade shall be such as to support construction equipment without rutting, and shall have a minimum Florida bearing value of 50, and shall be compacted to a density of not less than 95% of the maximum density as determined by the A.A.S.11.0. Method T99,. -at optium moisture,. _. or other approved methods. " -2- 40 2. The sub -grade width shall be two feet wider than the base course with the exception that the sub - 'grade width shall be such as to include the curb and gutter sections when they are to be constructed. Approval of sub -grade shall be obtained before the base course is begun. D. Base Course: 1. Lime Rock Base or Cemented Coquina Material The material used shall conform with the require- ments specified in the D.O.T. Standard Specifica- tions for Road and Bridge Construction under Section 503 approved and adopted Anril 1, 1973, subject to supplements and new nublications as issued, approved and adopted by the D.O.T. No forms shall be required unless specified. The lime rock shall be transported and dumped by approved methods. The lime rock shall be spread uniformly with equip- ment approved by the engineer. All segregated areas of lime or course rock shall be removed and replaced with well -graded rock. After spreading is completed, the entire surface shall be scarified and shaped so as to produce the exact grade and cross-section after compaction. When the material does not have the proper moisture' content to insure the required density, wetting or drying will be required. As soon as proper condi- tions of moisture are attained the material shall be compacted to the satisfaction of the Engineer and/or to an average density of at least 95% of the maximum density obtainable A.A.S.H.O. Method T99, modified at optimum moisture. Unless otherwise directed by the engineer, the surface shall be "hardolaned" with a blade grader immediately prior to the annlication of the prime coat, to remove the thin -glazed or cemented surface -of the base. If at any time the sub -grade material should become mixed with the base -course material, -the contractor shall, without additional compen- ­, sation, dig out and remove the mixture, reshane.^­- and compact the sub -grade and replace the materials removed with clean base material, which shall be shaped and compacted as specified above. If cracks or checks appear in the base, either before or after priming, which, in the opinion of the engineer, -3- would impair the structural efficiency of the base course, the contractor shall remove such ® brdeks or checks by re -scarifying, reshaping, adding base material where necessary and recom- pacting. Thickness check shall be made as directed by the engineer. 2. Soil Cement Base The material used shall conform with the require- ments specified in the D.O.T. Standard Specifica- tion -for Road and Bridge Construction. That is, Portland cement, Type 1, water which shall be clean and practically free of oil, acid, alkali, chloride, organic matter, or other deleterious substances, and the soil for this base course shall consist of the natural material in the road- way or selected soil placed in the roadbed. Port- land cement shall be applied in the amount deter- mined by tests run by the engineer for the n_articular soil to be used. No procession of the base shall be started until all tests of the soil to be used have been completed and the exact quantity of cement required for the particular soil has been determined. The quantity of water required shall be the amount necessary for optimum moisture content in the com- pacted mixture. The hand squeeze for determining moisture content may be used. Unless otherwise approved, a Seaman Minter or P & H Pulvi Mixer shall be used to mix.the material in place and a roller suitable ':o provide required density shall be used for compaction. Before undertaking this work the sub -grade shall .have been shaped and compacted as specified in Section 2. Prior to the application of cement, the soil to he treated shall be pulverized for sufficient.-- width ufficient._width and depth to give the compacted cross section shown on the plans. All roots and other foreign matter shall be removed. After the.base material is shaped to the approximate cross section as shown on the plan the specified. quantity of Portland cement required shall be dis- tributed uniformly over the surface. No cement shall be applied where the moisture content sneci- fied by the Engineer. No cement shall be applied -4- J 40 during po riods of high winds which make occasional loss of cement. Immediately after the cement has been distributed it shall be mixed with the loose soil for the full depth of treatment. Mixing shall be continued and repeated as often as necessary as determined by the Engineer, to insure a thorough uniform and intimate mix of the soil and cement and until the resulting mixture is homogeneous and uniform in appearance. The mixture shall then be shaped to the approximate lines and grades shown on the plans. Only that amount of roadway which can be completed within the working day is to be mixed with cement. Imme- diately after mixing of soil and cement is complete the moisture content of the soil cement mixture shall be determined by the engineer and if required water shall be applied in such quantity and at such rate as directed by the engineer until the proper moisture content is obtained. The base shall then•• be uniformly compacted with a roller until the required compaction is obtained. After the mixture is compacted, the surface of the base shall be reshaped to the required lines, grades and cross section. The surface shall then be thoroughly rolled with a pneumatic -tired roller exerting a compression of not less than 200 pounds per inch width of each tire both front and rear, followed by a motor grader, and then a smooth wheel tandem roller weighing from 5 to 8 tons. Rolling shall continue until all rutting ceases and until the entire base conforms to the requirements specified by the engineer. A wooden header cut to proper crown shall be placed perpendicular to the sub -grade and at right angles to the center line at the end of each day's run. Extreme care must be exercised to overcome any tendency for the base in the vicinity of a junction between runs to fail to be full thickness and true ---- to grade or to be inadequately compacted, improperly proportioned, inadequately wetted, or incompletely mixed. When any of these operations, after the application of cement are interrupted for more than two hours for any reason, or when the uncomnacted soil cement mixture is wetted by rain so that the required moisture content is lost, the entire section shall be reconstructed, except that the quantity��of �cement to be added to the previously urocessed sesib*'•" ' i cement mixture shall be 50% of the amount originally .specified. -5- No cement shall be applied unless the temperature is at least 40 degrees F and rising. Immedi.atel•y after compacting and finishing the completed base ' shall be covered and protected against rapid dry- ing either by an approved method of earth curing or by a bituminous seal coat. Thickness check determination shall be made as directed by the Engineer. The patching of a soil cement base shall ,not be done with concrete. .iui. Le. Mixed in Place Base This base course shall be composed of a compacted mixture of 60% mineral aggregate and 40% marl (excluding plastic material) or shell material together with asphaltic material. The constituents of the mixed in place base shall be combined in such proportions that after complete mixing the resultant mixture shall be homogeneous and all particles coated with bituminous material. The exact quantity of bituminous material shall be determined by the engineer during the operations of applying and mixing and will depend upon the character and grading of the aggregate material. The proportions shall be varied, as directed by the engineer after laboratory tests and field trails are conducted. The quantity of bituminous material shall. be approximately 0.3 to 1.3 gallons per square yard per inch of compacted thickness. Unless otherwise specified and approved, the bitum- inous material shall be cutback asphalt grade RC -1S. Unless otherwise approved a Seaman Mixer or a P & H Pulvi Mixer shall be used to mix the material in place and a roller or other approved types and methods shall be used for compaction. If in place material is to become a portion of the base course the amount to be used must be windrowed and the sub - grade prepared as described in Section C.2. All base course material shall have all roots and foreign matter removed to the satisfaction of the County Administrator. After the placing of the base material, it shall be machined with the grader until a uniformity of line and grade has been ob- tained as determined by the -County Administrator—, No bituminous material shall be applied when the moisture content of the aggregate material is greater than S% by weight, unless -otherwise speci= fied by the Engineer. No application of bituminous material, mixing, spreading or finishing shall be -6- done when the air temperature is less than 50 degrees F., or when, in the opinion of the Engi- neer, the weather conditions or the condition.of- the aggregate material is unsuitable. After mixing has been completed the mixture shall ® be cured lai�til it has reached the proper consis- tency to be compacted. The mixture shall first be rolled with the roller. The graders shall be usedc: in conjunction with the rollers to keep the mixture shaped to approximate plan and cross section. After compaction, the surface shall then be shaped to line, grade and cross section allowing sufficient elevation of the mixture to compensate for final compaction. The mixture shall then be thoroughly rolled with an 8 (eight) ton tandem roller equipped with scrapers and oil sacks on the wheels to prevent picking up the material. E. Prime & Surface Course: 1. Prime Coat "All base courses as specified in Section D shall receive a seal coat. The seal coat shall be an application of cutback asphalt grade RC -1S or other material as specifically approved by the Engineer. For lime rock bases the rate of application shall be not less than 0.15 gallons per square yard. ,The seal coat shall be applied with a pressure distri- butor equipped with pneumatic tires having a suf- ficient width of rubber in contact with the road surface to avoid breaking the bond of or forming a rut in the surfacing." A light uniform application of clean sand shall be applied prior to opening the primed base to traffic. The sand shall not contain any noticeable amount of roots or other foreign material. Before any bituminous material is applied all loose material, dust, dirt, caked clay and foreign material which might prevent proper bond with the existing surface will be moved to the shoulders for the full _ width of the application. No bituminous material shall be applied when the temperature of the air is less than 50 degrees F.., or when, in the opinion of the Engineer, the weather conditions or the condition of the existing surface is unsuitable. The temperature of the prime material shall be -7- between 100 degrees F., and 150 degrees F. The exact temperature shall be such as will insure uniform distribution and shall be'designated by the Engineer. The exact amount to be applied will depend on the character of the surface and shall be sufficient to coat the surface thoroughly and �p uniformly without having any excess to form folds or to flow off the base. If deemed necessary; the �. engineer may require that the bash be lightly r sprinkled with water in advance of the application of the prime. 2. Double Surface Treatment The bituminous material shall be asphalt grade I, AC -15, or an asphalt material which has had specific approval. The cover material shall be State Road Specification Rock Grade 15, or approved slag material. The first application of bituminous material shall be from 0.18 to 0.25 gallons per sgare yard, and the second application of cover material to be from 0.22 to 0.25 cubic feet per square yard. Aggregate for 1st and 2nd course shall comply to D.O.T. Specifications for this type of surface. The surface to be covered shall be swept clean and free from sand, dirt, dust, and other deleterious material by means of mechanical road sweepers, hand brooms, and approved mechanical blowers, and shall be free from moisture. The existing seal coat must have an approximate twC week curing period before the application of the first bituminous coat. No bituminous material shall be applied when the temperature of the air is less than 50 degrees F., or when in the opinion of the engineer, the weather conditions or the conditions of the existing surface is unsuitable. The asphalt material grade AC -15 shall be applied at a temperature of between 275 degrees and 325 degrees F. The exact temperature shall be desig- nated by the engineer. Immediately following the' application of bituminous material the cover mate- rial shall be distributed unformly over the bitum- inous surface by means of approved mechanical spreaders or trucks. Iimnediately after each appli- cation of cover material, brooming by experienced and skilled workmen shall be done to secure a uniform distribution which will insure a smooth surface. Additional aggregate shall be placed by hand on any areas not properly covered. Immediately' after spreading and dragging the cover material the -entire surface shall be rolled with a three ton to -8- five ton steel tired roller. Rolling shall begin at the edges and progress to the center of the surface uniformly lapping each preceding; track and covering thoroughly the entire surface. The rolling shall be repeated as much as necessary to insure thorough keying of the cover material ® into the bituminous material. ►•The second bituminous application and the secondl, application of cover material shall be done in a manner as described above for the first application. The finished surface shall be uniform and shall conform to the lines, grades and typical cross sections. 3, Asphaltic Concrete Wearing Surface This consists of the construction of an asphaltic concrete surface course composed of a mixture of -.aggregate, mineral filler and asphalt cement, pro-:::-.:: perly laid upon a prepared base. The asphaltic concrete shall be in conformance with the D.O.T. Specifications for an asphaltic concrete surface course type II, unless otherwise specified below. The thickness will be as specified in approved plans (minimum 1"), and it shall be placed on a compacted base with a seal coat as specified in these specifications. Pavement thickness more than 1/8" deficient shall not be acceptable. Before any bituminous material is applied, all loose material, dust, dirt, caked clay and foreign material which might prevent proper bond with the existing surface will be moved to the shoulders for the full width of the application. No bitum- inous material shall be applied whet. the temperature of the air is less than SO F. or when, in the opinion of the Engineer, the weather conditions or the condition of the existing surface is unsuit- able. After proper cleaning a tack coat shall be applied with a pressure distributor. The bituminous material shall be heated to a suitable consistency as designated by the engineer. The bituminous material shall be applied in a thin uniform layer. The rate of application shall be between 0.04 to 0.08 gallons per square yard. The exact rate shall �,be designated by the Engineer. The tack coat shahl _. be applied sufficiently in advance of the laying ;of (••.:: the wearing surface to permit drying, but shall not be applied so far in advance or over such an area as -9- to lose Its adhesiveness as a result of being covered with dust or other foreign material. The tack coat shall be kept free from traffic until the wearing surface is laid. ® The constituents of the mixture shall -be combined in such proportions as to produce a mixture having j iL 14 .at least 1600 lbs. stability at 1400 F. as deter -1-1: � •i`. mined by the Hubbard field stability test. The asphaltic concrete mixture shall be dumped into an approved mechanical spreader and immediately spread and struck off to the full width required and to such an appropriate loose depth for each successive course that, when the work is completed, the weight or the mixture required or specific thickness per square yard will be secured. An excess amount of mixture shall be carried ahead of the machine at all times. Hand raking shall be done behind the machine as required. In no case shall the mixture be laid while rain is falling or when there is water on the surface to be covered. The temperature of the mixture at the time of spreading shall be done between 250 and 340 degrees F. No skin patching shall be done. Irregularities shall be cut to the full depth of the layer and replaced with fresh mixture. After spreading the mixture, it shall be rolled immediately. Rolling shall begin at the sides and progress toward the center parallel to the center line of the roadway. The roller shall be of the 5 to 10 ton tandem type. The motion of the roller shall be at all times slow enough to avoid displacement of the mixture. To prevent adhesion of the mixture to the roller, the wheels shall be kept properly moistened, but an excess of water shall not be used. The mixture, after -- compaction, shall be of the thickness required as specified heretofore. All places damaged by deposit of gasoline or oil shall be removed and replaced as directed by the engineer. Longitudinal joints along the center line of the pavement are ,permissible. An asphaltic concrete surface shall- ----••-- - not be placed on a soil cement base within one .month of its completion in order to allow for the' formation of hydration cracks, unless otherwise designated by the engineer. -10- • F. The'construction and completion in a finished condition of all drainage and drainage structures in accordance with the specifications of the County which are as follows: 1. "All areas on both sides of all paved and curbed areas of all streets extending from the pavement .n,:. , T'Or to the property line shall be seeded, sprigged or sodded as provided for in Section 570 of D.O.T. Specification. Note: See Appendix Figure 6 on page 34. 2. All driveways leading from the travelway portion of any roadway shall be paved or surfaced, conforming to the drainage Swale profile or drainage pipe of sufficient size which shall be placed underneath each driveway in the drainage swale to permit proper• •drainage. The minimum size of drainage pipe in a roadway swale shall be 12 (twelve) ivzches. 3. "All concrete gutter sections shall make provision for intersecting with other drainage facilities with concrete outlets and changes in typical sec- tions to assure drainage from the gutter. Culverts under roadways shall have rip rap or concrete head- walls where deemed necessary by the Engineer & County Administrator. 4. All back lot drainage ditches shall be dug to a _;._. .minimum of a three to one side .slope. Unless other-.._ wise designated by the Engineer. 5. Headwalls, shall be as follows: 6. The mixture shall be in a proportion of 1 cubic foot of cement to 5 cubic feet of clean sand. This mixture is to be placed in approved, tied cloth bags. Between such layer of bags there is to be a sand cement mixture as described above. 7. For heights of headwalls up to six feet -a one eighth inch to one foot batter shall be made. 8. For heights between 6 feet and 12 feet, the footing shall be 3 bags wide, gradually decreasing the number to a one bag width at.the.top. -11- 9, Above a height of 12 feet the fill shall be placed on a slope covered with t{e above described sand 4P 4 cement bags, or other approved methods. 1, If concrete blocks are chosen for headwalls they shall be as follows: 10. For heights of headwalls up to 6 (six) feet, 8 inch �g concrete block shall be used and they shall be16 filled with 2000 lb. concrete. o cr eteFootinWallstoobexaeminimum ` above the final size of 10" deep by toad grade. wide with two 5/8 inch diame- ter steel reinforcing bars. 11. For heights above(sx) feet-the design must be i submitted approval. 12. All driveway culverts shall be corrugated metal asphalt coated or aluminum and of gage as specified by D.O.T. minimum diameter 12". 13. All drainage outlets into Drainage District canals shall be by culverts to prevent eroding in the main canal system. A minimum size of fifteen inches is required and a minimum length of fifteen feet in a ditch of approximately three feet in depth, "longer lengths for deeper ditches. It is also required that a ditch be-dug on the inlet side of the culvert to act as a sediment box until the new ditch is in growth. The minimum size noted above is for a ten acredrainage area or less. Larger sizes are required for larger drainage areas. Calculation basis shall be a coefficient of C-1/3 in Talbot Formula. Design calculations shallbe based ear storm, the D.O.T. rainfall curve for a 3 y area. Runoff coefficients and velocities shall conform to D.O.T. standards. 14. The minimum length of culvert placed under any County road for cross drainage into a Drainage District ditch shall be 60 feet. G. If it is elected to construct sidewalks along each side of each street, they shall be constructed in accordance with the following specifications: 1. The concrete shall be 2000 lbs. concrete and/or or as specified in the D.O.T. Sp;.' concrete sidewalks. The form' dtd'"the construction methods shall be as specified in the D.O.T. Speci fications. -12- r7 to H. Water plants and systems where required shall be in accordance with standard specifications of the State and County, when hereinafter adopted, as follows: 1. Each lot within the subdivision area shall be pro- vided with a water pipe connection. The size of the primary connection to the County's existing system, the size of primary and lateral lines' throughout the subdivision shall Ve sufficient td" 'meet the County's standards and specifications as to circulation, pressure and fire protection. Where the County's plan contemplates the further extension of primary water distribution lines through the subdivision, then the subdivider shall place such lines of such size. Provided that the subdivider shall be responsible for the cost of a maximum main of 8" diameter. 2. When a water system is provided plans must be submitted to the Florida State Board of Health and :to the County Engineer and/or the County Commis- sioners for approval. 3. The top of all water pipes are to have a minimum cover of 30 inches below the crown of the road or one foot below the swale ditches, whichever governs. Where water lines cross sewer lines the minimum clear distance shall be 18 inches. The sewer shall be cast iron or concrete encased vitri- fied clay pipe for a distance of 10 feet on either side of the crossing. :. / r 4. Water plants shall have an architect's or engineer's"" " sketch of the building for the water plant and shall be submitted for approval to the County Administrator and/or Board of County Commissioners. 5. The water plant when required site must be chosen and.approved before any construction begins. 6. Fire Hydrants shall be installed throughout the subdivision. Fire hydrants shall be of the type and placed at such locations as shall be in accord- ance with applicable standard specifications of the County, and in addition the fire hydrants shall be placed only for water systems designed for fire control purposes. Specifically, fire hydrants are not to be installed for those water systems which Are designed for residential consumption only. Fire hydrants shall be placed on•a minimum size of -13- six inch mains and shall be so positioned -throughout the area that the hydrant shall provide coverage a for an area within a five -hundred foot radius. Entire subdivision coverage made. National Fire Underwriters code shall be complied with as to pressure and quantity. 7. Sewerage treatment plant- when required shall be tilocated a minimum distance of 100' (feet) from thh nearest residence. (structure to structure) 8. Underground cable shall be laid a depth of not less than 24" below the finished surface. Revised n/18/74/dk -14- -A (EIt MCATE OF TMICATION (CORPORATIONS) KNOW ALL MEN BY TiMSE PRESENTS, That the Corporation naned below, being the owner in fee simple of the lands described in the foregoing caption to this plat, hereby dedicates said lands and plat for the uses and purposes herein expressed and dedicates the w s czm hereon to the perpetual use of the p i.c, an IN WITNESS WHEREOF, has caused these presents to be signed 'End attested to by The officers named below and its corporate seal to be affixed hereto on By: President ATTEST: Signed and sealed in the presence of: SPATE OF ODUNTY OF THIS IS TO CE'�IBY, That on ' before ue, an officer duly authorized to take a -noa edgements in the State and County aforesaid, personally appeared i andrespectively President an of the above nmed corporation incorporated un er the a.;s of the State of , to me Imm, to be the individuals and officers desc-ribed in an who executed the foregoing Dedication and f. severally ackna•7ledged the execution thereof to be their free act ` and deed as such officers thereunto duly authorized; that the offi- cial seal of said corporation is duly affixed thereto; and that the said Dedication is the act and deed of said corporation. j IN (•IITNESS i1i-IEPEOF, I have hereunto set my hand and seal on the above date. otary Public My Ccnmission ex?ires -15- Appendix 1-B JOINLLR AND CONSUIT TO DCDICATICN the undersif;i,:i hereby certifies that it is the holder of a mortgage, lien or ot:idr encumbrance upon the above described property, and that the undersigned hereby joins in and consents to the dedica- tion of the lands described above by the owner thereof, and agrees that its mortgage, lien or other encu rrbrance, iktich is recorded in Official Record Book Page , o ne !c corc o i.an�ounty, • F16ri-&-,—s-FEII-B-e-s--ubordinated to the above dedication. Signed, sealed and delivered In the presence of: res! Fent Attest: STME OF FLORIDA OMTEY OF TRIS IS TO CERMTY, that on before ne, an officer duly authorized to e a a1aY e 2pmits in the State and County aforesaid, personally appeared and respective y President andY of the a ove mired corporation incorporated under Um laws of -E ie g ate of to rre know to be the individuals and officers described in an iaho executed the foregoing Joinder and Consent to dedications and severally i ak nowledged the execution thereof to be their free act and deed as such officers thereunto duly authori:%ed; that the officer seal of said corporation is duly affixed thereto; and that the said Joinder and Consent to dedication is the act and deed of sad corporation. IN TJMTESS uIEPEOF, I have hereto set my hand and seal on the above date. Notary Public IV Cornnission expires -16- STATEMENT OF INTENT (FOR PRIVATE STREETS) • KNOW BY ALL THESE PRESENTS, That the undersigned, being the owner(n) of these lands described in the foregoing caption of this plat, does hereby acknowledge, and agree, that: ® These streets and easements shown on this plat are not dedicated to the public and will not be a part of! -the 31 "' • system of public roads of Indian•River County, Florida; And they will not be improved or maintained by the County until there is a formal acceptance of these streets and/or easements, or any part thereof, by the County. The above acknowledgment shall be stated on the face of the final plat. IN WITNESS WHEREOF, The undersigned hereunto set hand and seal on WITNESS 1 STATE OF __,� COUNTY OF - THIS IS TO CERTIFY, That on - before me, an officer duly authorized to take acknowledgments in the State and County aforesaid, personally appeared to me know to be the person described in and who executed the foregoing dedication and severally acknowledged the execution thereof to be free act and deed for the uses and purposes therein expressed. IN WITNESS WHEREOF, I have hereunto set my hand and seal on the above date. Notary Public My Commission Expires -.17- • Appendix 2-A CERTIFICATE OF DEDICATION (INDIVIDUAL) KNOW ALL 1W BY VESE PRESEWS, That the undersigned, being the owner in fee simple of these lands described in the foregoing caption to this plat, does hereby dedicate said lands and plat for the uses and purposes thereon expressed and dedicate the shown Fierean to the perpetual use of the p > ic. IN WITTESS MTEOF, The undersigned hereunto set hand Fond seal on STATE CF OOUNTY OF THIS IS TO CERTIFY, That on before me, an officer duly authorize tote a ase ements the State and County aforesaid, personally appeared t to me knav to be the person---describedin an t o­eyecuted the fore- going dedication and severally acknowledged the execution thereof to be free act and deed for the uses and purposes therein expresse . DT WOLNESS 6,)H MEOF, I have hereunto set my hand and seal on the above date. Notary Public i i My Com. I ssion Expires _ -18- Appendix 2-B JOUMM, MD CCNSWT TO DEDICaI(N 40 The undersigned hereby certifies that it is the holder of. a mortgage, lien or other enc:nbrance upon the above described property, and that the undersigned hereby joins in and consents to the dedication of the lands described above by the a-ier thereof, �md agrees that its mortgage, lien, or other encLu7brance, Which is recorded. in Official Record Book Page of the Publ'icrRecords of Indian Uver County, F orida, shnafr e subordinated to the above It dedication. Sigied, sealed and delivered in the presence of: STATE OF COUAITY OF THIS IS TO CERTIFY, `that m before me, an officer duly authorize tot -e a a,7e gerrmts in the State and County aforesaid, personally appeared - -eore- to ireaa�n to e the person described in an c, no caeca e going joinder and Consent to dedication and severally aclanaole0ged the execution thereof to be free act and deed for the uses and purpose—therein express�— IN IRMESS WEUMOF, I have hereunto set my hand and seal on ' the above date. otary Publrc My CaTmission expires Appendix 3 QWIFICATE OF SURVEYOR IOW ALL MEN BY TIIE.SE PRESENTS, That the undersigned, being a licensed and registered land surveyor, does hereby certify that on he completed the survey of the lands as shown ®in the oregoing p at or plan; that said plat is a correct presen- taticn of the lands tlierein described and platted or subdivided; that permanent reference monuments have been placed as showm thereon as required by Chapter 177, Florida Statues; and that said land is located in Indian River County, Florida Dated Pegistration No. CERTIFICATE OF APPPOVAL BY PLPPMIG AND 7.IX`IING COVI ISSION THIS IS TO CERTIFY, That on the Indian Paver County Planning and 7.oning Omimission approve the above plat or plan. CERTIFICATE OF APPROVAL BY OOUNY AIA US BATOR Examined and Approved CERTIFICATE OF APPROVAL BY BOARD OF COUTFY C01,11ISSIOMP,S Date THIS IS TO CERTIFY, That on the fore- going plat or plan was approved by the Board of County Camiissioners of Indian River County, Florida. Chairman of the Board Attest: Glerk of the Boar _20- I IIFIf MY CFIUIIY, That I have examined the foregoing plat and find that it caplies in form with all the requirements of Chapter 71-339, Florida Statutes, and was filed for record cn at File No. Clerk of the Circuit Court in and for Indian River County, Florida. Appendix 5 CERiMCA7E OF OOST ESMIAIr, I, Registered Florida Engineer, License No. do hereby estimate that the cost of the improvenmts itemized in this Exhibit is $ gistereF ori Engineer (9 -Al) Cmmty istrator -22- .1 40 Li MVEMPER' S OOGr Ca- MMI BOND 1QV�JW ALL' IU, BY THESE PM.S=, That the undersigned as PRINCIPAL is held s-md firmlyTo--un–cF— unto the BOAM OFTMT77MMISSIONERS of Indian Piver County, Florida, in the cash penal sun of ($ , %,U11 -di sLri lifts een positee '1n escrow with ie Board o • County Coimri.ssioners of i Indian Piver County, Florida, in accordance with the provisions of h an Escrow Agreer nt of even dame which is attached hereto and made a part hereof by this reference to it, does bind respective heims—speirson-al representatives, successors antiassipns, jointly and severally, firmly by this Bond. The condition of this Bond is that the improvements to be made as shown on Subdivision Plans and Specifications dated including surveying, engineering, ani c aring, or Subdivision shall be coppleted within the time speci ie Erein or any extension thereof, and all costs incurred in connection therewith shall be paid in full, and in accordance therewith and with the documents and specifications referred to therein or attached thereto, then this obligation shall be null and void, otherwise it shall rcmain in full force and effect. - Principal (SEAL) (es) Principal PiE(SEAT.) clpa -Z3_ 19 ESC1"q AGI, THIS AGRMMiI, made and entered into this �- day of Developer of Subdivision, and the BOARD OFA' YIY7UT1-QSS i -JI Ob VER COU41Y, FLORIDA. ® Wr=SEIII: IF, V)Ar;A. the Developer hereby deposits in escrow with the BOARD OF O0U[1TY MMIISSIOU of Indian River County, Florida. DOIM.RS, to guarantee thata irrmrovcrrrrrts set for on p ams and sped ications for the above subdivision will be fully corpleted and paid for. 2. That B0,00 agrees to hold said funds and to pay the same out in the folloring nanner: (a) To the Developer upon request and upon proof satisfactory to the Board that work has progressed satisfactorily to the state - of developr ent for Niiich the payrrnt is made, said proof to include a certificate to that effect signed by the Developer and the County Administrator, and upon proof satisfactor to the Board that all bills therefore have ocen paid to date, ixrcluc:ing, but not limiting thereto bills for surveying, engineering and land clearing, and umr1c and material used in the construction of roads w.uch are included in the plan of developrmnt. (b) Upon a dete=,iation that any portion or all of the said improvements have not been performed by the Developer eaithin calendar days from the date of this agreement, e Board is mere y authorized, but not obligated to take over and perform any such uncocmleted work and to use for such pur- poses the finds so deposited in escrow. (c) Further, the Board is authorized to pay any bills for said improvenrnts upon proof satisfactory to the Board that such claims are dust and mpaid and the Developer hereby consents to any such payrmnts and authorizes and ratifies any, such action on the part of the Board and agrees to protect and save harmless said Board from any claims of any persons x.1nomsoever on account of any improvLmmts rahich may not have been carpleted or paid for. (d) Ten per cent (10%) of the entire escraa deposit shall be held by the Board pending final cmrpletion of irrnroverrrnts and certification by the Developer's engineer and the County M-.inis- trator that the improvenrnts have been completed satisfactorily End that all work and materials have been paid in full: -- = -- - Page one of -Wo pages. -24- (e) After the hoard of County Conmissioners is satisfied that all work has been satisfactorily carpleted and all bills for work and materials have been paid, the Board shall return to the Developer any.f uids remaining in the escrm account. MHIS AGMI. , sipped and sealed, the day and year first above written. WIINESS: BOARD OF COLIITY CCt%LSSI%V-,9 OF INDIAN RIVER COUPr1'Y, FWRIDA _ BY: ].TiilE�n o - is BoarC ATTEST: Clerk of -the Boar BX: a puty Clerk DEVELOPER (SEAL) (SWI) (SD'' l.) -25- I F! Appendix s =MCATG OF OwMUU? AND ENCUMBRANCES THIS IS TO MUM that the undersiEped, beim; the owner in fee simple of the property esrbraced in the subdivision plan hereby being persented for final approval, sutmti.ts the following evidence of ownership and encuabrances: 1. TITLE: . Recorded in Official Records Book Page 2. ENCIMRANCFS : Recorded in Official Records Book Page Book Page Book Page The information submitted herein is certified to be true and correct as of this date: Sworn to and subscribed before me ortary Public -26- MAI UM;CC Baa KDIAw ALL Fm BY miESE PREsim, That bf Indian River County, Flori erc—in to re erre to a'—��' lopPr, as Principal. and of Indian River County, State of F ori orcin to ca e Surety, ® as Surety, are held and firmly bound unto Indian Piver County, a political subdivision of the State of Florida, as Cbligee, in the _-dull and just sum of UOIdAiLS, lawful money o e to tates o merica, "ur t ren. selves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. HULAS, the Developer has developed a subdivision in Indian River County, Florida, known and aidentified dantif ind in edection era.n as Eae rnt e approva o e County certain roads, streets, insdrainage works, and/or other improvements under the provisions and requirermnts of that certain Pesolutian of the Board of County Comnissioners passed at their meeting of NW, U EERMPE, ME MTDITION OF T'IIS OBLIGATION IS SUG" that if the Developer shall maintain said roads and other structures in first class condition for a period of are year fro:^ the date of the - - -- agreenient by Indian River County to accept said roads and other structures for maintenance and shall replace all paving or other structures which within saidane year period shall be found not to cwply with said resolution, and shall pay any and all costs or y expenses incident to the performmce of any wort, required to be performed hereunder, then this obligation to be void; otherwise to be and remain in full force and effect. Signed, sealed and dated this day o£ A.D. 19 BY: tness Surety Witness -27- (SEAL) 411 40 IL'VL7 pturr GUIDE The following paragraphs and figures are presented as guides for the design and developuent of new subdivisions. 1. Consideration shall be given to lot orientation with respect to the separation of i.nca7vatible land uses. I1:sidential lots which face corn rcial or industrial districts or ubich face major streets should be avoided where possible. (See Figure 2') , 2. Consideration shall be given to the eaploytexrt of cur- vilinear design in residumtial subdivisions. The overall layout shall contain a minimun of street intersections. Each block shall have a maxirnm of minor streets in residential districts greater than 1,000 feet should be avoided where possible. Minor streets in residential districts shall be designed so as to avoid through traffic. (See Figure 3.) 3. In the general layout of subdivisions, consideration shall be given to orienting lots with respect to sum angles and prevailing winds. 4. Consideration shall be given to the preservation lh of trees , groves, watexways, scenic points and cocmnilty the ayout and developnmt of subdivisions. -28- F'ICLME i RESIDENTIAL LOT ORIENTATION ADJACENT TO ARTERIAL STREET . -29- FIGUTU: 2 C 1 A L A R 6 A ARTERIAL STREET W(7 Le STREET RESIDENTIAL LOT ORIENTATION ADJACENT TO COMMERCIAL DISTRICT -30-- . w =I mmt_w EM,!jR E GENERAL SULIDIVISIM Drs"Gtj ARICmt.L STRELT -CURVILINEAR - DES;G-N' AREA *A ANNu u MW CC L --- Li --- i -L GRID - DESIGN AREA '13- "VAIII-E EACh %PEA NAS JIIE SAMC ACREAGE, OVERALL DIMENSIONS AND • APPROXI-MAICLY Thr- SALIX tlU,'-WCf- OF LOTS, WE CURVILI,:�AR DESIGN INTERSECTID'!S AND 17.0-,. FL\VE:R STREETS- 0 i 1 73 100 60 US 25 t — o f 0 1 `I{ ` 40 N" e 95 125 % 1 4 R. g C O � N 00 LOT DEPTH LINE BUILOIN4 SMACK D19 TANCE\ , BUILDING SETBACK LINE DETERMINING BUILDING SETBACK LINES ((his is an . ex Tple only) Where the lot frontage is less than the minimum lot width required by the Zoning Resolution, the building setback distance is the minimum required by 'the Zoning Resolution, or the distance to the point where the lot width equals the minimum width required by the Zoning Resolution, whichever is greater. Lot width must be measured at a right angle to the lot depth line. The lot depth line is a line connecting . the midpoint of the front lot line with the midpoint bf the rear lot line. Where the lot frontage exceeds the minimum lot width required by the Zoning Resolution, the building .setback is the minimum required by the Zoning Ordinance, and the setback line runs parallel to the front lot line. I , -•331014M 11111. 'IN 111,11 -qpwpm. - 1. 1 73 100 60 US 25 t — o f 0 1 `I{ ` 40 N" e 95 125 % 1 4 R. g C O � N 00 LOT DEPTH LINE BUILOIN4 SMACK D19 TANCE\ , BUILDING SETBACK LINE DETERMINING BUILDING SETBACK LINES ((his is an . ex Tple only) Where the lot frontage is less than the minimum lot width required by the Zoning Resolution, the building setback distance is the minimum required by 'the Zoning Resolution, or the distance to the point where the lot width equals the minimum width required by the Zoning Resolution, whichever is greater. Lot width must be measured at a right angle to the lot depth line. The lot depth line is a line connecting . the midpoint of the front lot line with the midpoint bf the rear lot line. Where the lot frontage exceeds the minimum lot width required by the Zoning Resolution, the building .setback is the minimum required by the Zoning Ordinance, and the setback line runs parallel to the front lot line. I , -•331014M 11111. 'IN 111,11 -qpwpm. - 40 w ' MINIMUM 5TANDARD5 __ ROADWI�Y G^I( SS SCITIUN ANL CURL 6 CONC. 15A t, WEACLINC4 1DE.WALK MAT -MIA, L SURFACE:. r-,- I 5U5C,I�ADF- \ \ 5 A611 i U e 1 IaiRR1�5 2�0, ' CURB SECTION K T6 " 1 � "1,� �\ ��'ZN f��• C��9n. �✓/��/fes p' Z4" TYPE "A" CUP.b (CUL-DE 5 AC, TYPE "6 CUP.l TYPE *C:, CuRb. ISLANDS eY MEDI-l5) i D" CU b SEED 4- CMezS ArV• Sio D.D.T. WEAS'�1t�G aASt~ 15?IrCIFICA.TIONC-, SUt�CAe-E.—�, tMA'ft.»1At. -3/4" TO I' 5WPE STAP�ILtZCID SU6 GRADE:' STAt3lLl7_El� 1 / Sl iUULUCI'� ` ' 6WALL �5E-CTfold —34— FTCUitF 7 MNIIUM STANDAMS t.:L'ETNAaE ltAitltElLS . ' • . .. 700 ` ?4 ,► -• O •. ' • � 11,�I. C0 611i 700 • 200 I `' GSPLATES ALV;JINLM PLATES - MINIM, MlIC1.::ESS .080 Ii.C11ES, DIE CLT ALCOA ALLOY .6061-T6 OR EQUAL. t:dITE SCOTC11IT£ LETTERS WITH T':rL;PIKE GREEN SCOTCHITE 2 3/8" x 10'0" A � BACKGROUND. GALVANIZED PIPE STEEL. PLATES— MINI::L^_1 THICL::£SS .0478 Ii-CtIc:S. BLACK LETTERS WITH VMITE R-MECTORIZED BACKGROMM. SJCN BR:".CKETS - SHALL BE OF ALU;1I1; m ALLOY. BASE pj• ' 1 ��� 2500 P.S.I. CONCRETE 1 1 TOP - 6►' DIA."ETER, FLUSH • 1 I WITH GRADE 1 CROSSPIN 3/8" x 6" TllROL'OPi^^"•' 1 1 BOTTO`1 - 12"' DIA=ER QTE: TP.AFI'IC SIG::S SILILL RECEIVE ArPROVAL AS TO LOCATION A,%D SPECIFICIMOMS. STOP SIG%S SIULL UF, 30" x 30". . -35- o C:n.Ir0 -36- • A �O h O �. a C oy- s e 0" �.r E C o '$' ._ - Ua. q 1 O U i o U E 4 q qW ~ C .q b U O O Eh .p L a .. •_ _. O . b b 13 VI O p > r p• __ . N 0 C C q n. o n 3 w m m q d o c :� c.0 w a O VI A •E O T d) U U w _ U E q s E V U %- ti ` a� 0 q m E E „ '" b t `.� a UO m m> E a u r c o CL aai C9 o w .LQ o Co 0 E Q y v1 N 3 0°6: z W W i-' in N im c � a� X QW ± 0 W�> 0 3 �� i ' U. 'C7 Cl: �•" 003 � •8 q © W CL, 0 r.. W w ` W W x Z h ca C� p \W � d V ' � d wi CL O V E Q. �- W q b C C L W a L O ,K zoE -36- %Figs 9 METHOD FOR NAMING STREETS a -37- D in- - %Figs 9 METHOD FOR NAMING STREETS a -37-