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HomeMy WebLinkAboutBuilding PlansPROPERTY OWNER: ATLANTIS III BY THE SEA CONDOMINIUM ASSOCIATION, INC. 10200 SOUTH OCEAN DRIVE, JENSEN BEACH, FL 34957 THE ATLANTIS BUILDING A CONDOMINIUM ASSOCIATION, INC. 10102 SOUTH OCEAN DRIVE, JENSEN BEACH, FL 34957 THE ATLANTIS BUILDING B CONDOMINIUM ASSOCIATION, INC. 10152 SOUTH OCEAN DRIVE, JENSEN BEACH, FL 34957 CIVIL ENGINEER: MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL 34990 SHAUN G. MACKENZIE, P.E. (772)286-8030 SURVEYOR: ENGINEERING, DESIGN & CONSTRUCTION, INC. 10250 SW VILLAGE PARKWAY, SUITE 201, PORT SAINT LUCIE, FL 34987 MICHAEL T OWEN (772)462-2455 Perin NTS ST. LUCIE COUNTY, FL nine Tnc - MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FLORIDA, 34990 772-286-8060 CA29013 J ATLANTIS BY SEA CONDOMINIUM ASSOCIATION, INC. ST. LUCIE COUNTY, FLORIDA PROJECT NO.: SPMN,,,,,,,,,12202025902 Milr40rMr�:z-a�x�c� VA� i 10N A as ski ATLANTIS III BY THE SEA COA, INC, THE ATLANTIS BUILDING A COA, IN THE ATLANTIS BUILDING B COA, INC ST, LUCIE COUNTY, FLORIDA acKe-I'lizie Engineering & Planning, Inc. md" 01 uwollkwl PROJECT LOCATION NO: REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/21 SCALE: N.T.S. APPROVED:SGM DRAWN: EJJ CHECKED:SGM DATE: 02/16/2021 FIELD BOOK NO; KNOW WHArs BELOW \LWAYS CALL 811 HEFORF' YOU DIG IYs fast.Its f7 A R's She law.. www.callsunshine.com SHEET INDEX SHEET NO. C-1 _DESCRIPTION COVER SHEEN C-2 GENERAL NOTES & CONSTRUCTION DETAILS C-3 CLEARING, DEMOLITION & LANDSCAPING PLAN C-4 PAVING, GRADING & DRAINAGE PLAN C-5 NORTH ENTRANCE GATE ENTRY DESIGN C-6 SOUTH ENTRANCE GATE ENTRY DESIGN C-7 CIRCULATION PLAN THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE WITH AND GOVERNED BY ST. LUCIE COUNTY ENGINEERING DEPARTMENT. MACKENZIE ENGINEERING AND PLANNING, INC. 1172 SW 30TH STREET, SUITE 500 PALM CITY, FL 34990 772-286-8030 CA # 29013 ATTENTION IS DIRECTED TO THE: FACT'TfHAT THESE PLANS MAY HAVE BEEN ALTEREDIIN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED=,DATA. 2fo 5 -©30-7 ENGINEER'S CERTIFICATION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC DATE: PROFESSIONAL ENGINEER FL. LICENSE NO. 61751 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY SHAUN G MACKENZIE, P.E. ON THE DATE ADIACENTTO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. MACKENZIE ENGINEERING AND PLANNING, INC. 1172 SW 30TM STREET, SUITE S00 PALM CITY, FL 34990 CERTIFICATE OF AUTHORIZATION 29013 SHAUN G. MACKENZIE, P.E. NO, 61751 Digitally signed by Shaun G MacKenzie Date: 2021.04.07 13:46:36-04'00" AECErvrD SHAUN MACKENZIE, P.E. MAY 11 2021 FLORIDA LICENSE NO. 61751 Pormitmg St. LUCIE Ccunty lift SHEET: C-1 OF: C-7 MACKENZIE ENGINEERING PROJECT NO. 206-001 All ST. LUCIE COUNTY PROJECT NO.J§212 SPMN-12202025902 '�k ■ Scope of Work: The Contractor shall furnish all materials, labor, equipment, tools, supervision, transportation and incidentals necessary to construct grading, paving, drainage, roadway and entrance improvements in accordance with the provisions of these Supplementary Conditions, Specifications and Drawings, entitled, "ATLANTIS BY THE SEA GATED ENTRY" issued DECEMBER 2020 and prepared by MacKenzie Engineering and Planning, Inc. It is the objective of these documents to assure the total completion of the work required to provide functional, operable and efficient drainage, roadway, and building improvements for the "AT ANTIS BY THE SEA GATED ENTRY". Location: The work is located in St. Lucie County, Florida. Permits and Licenses: Construction permits for certain elements of the project work have been obtained by the Owner, and the design and construction requirements of the project reflect constraints and conditions imposed by these permits. These include construction permits from St. Lucie County, FDEP and FDOT. The Contractor shall perform all work and shall construct the project in accordance with the requirements of these permits and approvals, copies of which are available for his review and use from the Engineer, upon request. Additionally, the Contractor shall secure all other work permits, approvals or licenses required to perform the work, and he shall perform the work in strict accordance with those permits, approvals, or licenses. Reference to Other Documents: specify For brevity,. reference may be made to other specifications or documents which will be used to or control the materials placed in the work, the construction methods to be used, the tolerances that will be acceptable, and contractual or legal obligations. The specifications shall include: n 1. "Standard General Conditions of the Construction Contract," latest Edition., prepared by the Engineer's Jo int Contract Documents .Committee and published by the National Society of Professional Engineers. Reference shall be made: "General Conditions:" 2. "Florida Department of Transportation Standard Specifications for Road and Bridge Construction, latest edition," published by the Florida Department of Transportation and any Supplemental Specifications thereto. Reference shall be made: "FDOT Specifications. 3, "Florida Department of Transportation Roadway and Traffic Design Standards, Latest edition," published by the Florida Department of Transportation. Reference shall be made: "FDOT Index." 4. American Society for Testing and Materials Specifications," latest edition. Reference shall be made: "ASTM." 5. "American Association of State Highway and Transportation Officials," latest edition. Reference shall be made: "AASHTO." 6. St. Lucie County Utilities Water, Wastewater, & Reclaimed Water Construction Details, St. Lucie County Utilities , December 2019". Reference shall be made: "SLCU" By reference, the documents cited above are made- part of these Supplementary Conditions and Specifications. The Contractor shall have copies of each in his possession for use throughout this project work. Additionally, the work shall be performed in accordance with all other applicable local, regional, state and Federal laws, regulations and codes including, but not limited to, the Federal Occupational Safety and Health Act. CONTRACT ISSUES General Conditions: Unless otherwise stated in these Supplementary Conditions, the provisions of the "Standard General Conditions of the Construction Contract," referenced above, shall be used to govern all issues addressed in those General Conditions for this project. Owner —Engineer Relationship: Any agreement between Owner and Engineer shall not be construed to provide any obligation from the Engineer to any third parties including, but not limited to, any contractors (general or sub), nor to any successors in title to the Owner. The rights under any agreement between Owner and Engineer insure only to those two parties. Partial Payments: Partial payments shall be calculated from quantities of work in place. These payments shall be based on the Agreement unit prices and will be made on or about the 15th of each month for the previous month's progress. The Contractor shall, after the first of each month, submit invoices for materials used and work performed for the previous month. The Engineer will review all invoices before presenting them to the owner for payment. Ten percent (10%) of the amount due and payable to the Contractor will be retained from each partial payment. Final payments will be accomplished as prescribed in the Agreement. THE DRAWINGS Errors or Omissions in the Drawings or Specifications: n elevations shown on the Drawings and ns grades and t "work, the Cont ractor shall check dimensions, 9 Prior to initiation of the o 9 n the work can be accomplished as summary of estimated quantities to ass ure himself that .the are correct and that P intended. The Contractor shall take no advantage of any apparent error or omission which he might discover, but will immediately notify the Engineer who will then make such corrections and interpretations as he deems necessary for reflecting the actual spirit and intent of the Drawings and Specifications. Soil and Subsoil Conditions: It Is the sole and exclusive responsibility of the Contractor to: 1. Place his own interpretation on any and all soil and subsoil data portrayed on the Drawings; 2. Perform his own soil and subsoil investigation to determine the nature, character, location and extent of all soil and subsoil conditions that may affect his work; and 3. Include in his contract price considerations for all work necessary to assure that the soil and subsoil conditions will meet the requirements of the Specifications and the applicable regulations of St. Lucie county. THE WORK Pre —Construction Conference: Immediately after the Agreement has been awarded, the Engineer shall call a pre —construction conference prior to initiation of the work at a place designated by him to review the construction aspects of the project. The meeting will be between the Engineer and the Contractor. The Contractor shall present his tentative detailed working schedule for the project so that it may be reviewed by the Engineer. Additionally, it will afford the Contractor an opportunity to have any questions he may have on the work clarified by the Engineer. No work under the Agreement shall be commenced until after the Notice to Proceed has been issued. Estimated Quantities: The quantities estimated for various items of work are only estimates, and may not reflect all the items of work or the final quantities needed to complete the project. These quantities are subject to increase or decrease by the Owner to make them conform to the program of work selected and the responsibility of the Contractor to do all work and to furnish and install all improvements shown on the Drawings, whether they are shown in the estimated quantities, or whether the final quantities are more or less than those estimated. Payment of all unit price work shall be on the basis stated in Paragraph 11.9.1 of the General Conditions. Horizontal and Vertical Control: The Contractor shall construct the required improvements in the location shown on the Drawings, and shall use as horizontal control points the parcel corners and benchmarks at the site for use in establishing the necessary elevations and grades. The topographic survey and control points for this project were provided by Engineering Design & Construction, Inc. Coo rdination of Work with Others: The Contractor shall coordinate his work with the workor improvements of others with regard to new construction, or for the need of removal, relocation or alteration of existing facilities. This includes, but is not limited to, St. Lucie County Public Works, St. Lucie County Traffic, Florida Department of Transportation, Florida Power & Light Company, FLA Public Utilities Co, and their contractors, subcontractors, or agents. Standards for Quality and Workmanship: All materials, equipment and supplied furnished by the Contractor for permanent Incorporation in the work shall be new and of quality standards specified. Workmanship shall be first—class and the finished product equal to the best accepted standards of the trade for the category of work performed. Power and Water: All arrangements and costs for temporary power and water during construction shall be the responsibility of the Contractor. Exiting Utilities and Structures: Existing utilities, structures and facilities shown on the Drawings were located as accurately as possible from the records examined. No guarantee Is made that all existing facilities are shown or that those shown are entirely accurate. The Contractor shall assure himself of the actual location of the utilities, structures or facilities prior to performance of any work in the vicinity. The utility companies or utility agencies will cooperate with the Contractor in locating underground utilities that may be subject to damage or interruption of services during the Contractors operations. Prior to start of the work, the Contractor shall request each utility agency to advise him of the location of their facilities in the vicinity. The Owner will assume no liability for damages sustained or costs incurred because of the Contractor's operation in the vicinity of existing utilities or structures, or to the temporary bracing and shoring of some. In the event that it is necessary to shore, brace or swing a utility, the utility company or department affected should be contacted and their permission secured as to the method used for any such work. Restoration of Damaged Structures or Utilities: It shall be the responsibility of the Contractor to repair, rebuild or restore to its former condition, any and all portions of existing utilities, structures, equipment, appurtenances or facilities, other than those to be paid for under this Contract, which may be disturbed or damaged due to this construction operation, at no cost to the Owner. 4acKenzie Engineering & Planning, Inc. MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 Final Cleanup: Upon completion of the work but before final payment will be made, the Contractor shall clear and remove from the V project area, all folsework, equipment, surplus and discarded materials, rubbish and temporary structures which result AI from the work under this Agreement, and shall restore in an acceptable manner all property which has been damaged S during the prosecution of the work. This shall include replacement of damaged landscape materials on a "like —for —like" basis. Guarantee: M All materials and the installation thereof which are furnished and installed by the Contractor, under the terms of the C Agreement, shall be guaranteed by the Contractor against defective workmanship, mechanical and physic al defects c leakage, breakage, and other damages and failure under normal operation for a period of one (1) year from the d date of final payment, said date to constitute the commencement of the one (1) year warranty period. All materials and installations proving to be defective within the specified period of the guarantee shall be replaced, without cost to the Owner, by the manufacturer or the Contractor. The period of guarantee of each such replacement shall be from and after the date of installation thereof. 1.The Contractor shall be responsible for protecting all existing above -ground, underground, and on the surface E structures and utilities against the construction operation that may cause damage to said facility. e 2.The locations of existing underground utilities are shown in an approximate way only and have not been independently verified by the Owner or its representative. The Contractor shall determine the exact location of all existing utilities before commencing work, and agrees to be fully responsible for any and all damages which might d all underground utilities. occasioned by the Contractor's failure to exactly locate and preserve any an g I and olterat 3.The Contractor shall give adequate notification to all affected utility .owners for remove, relocation, a II of their existing facilities. ion g 4.Where encountered, unsuitable material shall be removed to a depth and area determined by the Engineer and a b the Engineer. Backflliin shall be in layers not r select materialroved 9 Ye filled w(th clean granular sand o9 backPP Y 9 greater than 8" thickness and compacted to 100 percent of the maximum density as determined by AASHTO T-99-C. 5.Contractor is responsible for checking actual site conditions before starting construction. II 6.Street or highway restoration work is to be done as per local or state agency having jurisdiction. 7.The Contractor shall comply with all rules and regulations of the State, County and City authorities regarding closing or restricting the use of public streets or highways. 8.Traffic control on all county and state highway rights -of -way shall meet the requirements of the Manual of Uniform Traffic Control Devices (U.S. DOT/FHA) and the requirements of the state and any local agency having jurisdiction. 9.Contractor to maintain positive drainage outfall during construction. 10.Contractor shall not use any public right-of-way for any staging loading/ unloading and/or staging of equipment or supplies without proper permits from the appropriate regulatory agency. ROADWAY PAVING, GRADING & DRAINAGE CLEARING AND GRUBBING All trees, brush, stumps, roots, grass, weeds, rubbish, and other obstructions resting on or lying within 12" below finished grade or subgrade shall be completely removed for the full width of all road right- of -way and easements, swales, utility easements and drainage easements. All work shall be performed in accordance with Section 110 of the Standard Specifications. DISTURBED AREAS All areas disturbed by construction shall be sodded or planted and mulched as shown in the Landscape Plan. Sodding: Within the limits delineated in the plans, the Contractor shall, after final grading and cleanup, establish a stand of grass by furnishing and placing sod in accordance with Section 575 of the FDOT Specifications. The Contractor shall water the sodded area to maintain moisture levels for optimum growth to assure a healthy stand of grass. Sod shall be St. Augustine grass sod. GRADING Contractor shall perform all necessary grading to achieve the typical sections as per plan. All workmanship shall be in accordance with the FDOT Specifications: CONSTRUCTION STAKING Construction staking is performed by the Contractor, loss or disturbance of control points due to negligence by the - Contractor will be replaced at the Contractor's expense. Construction staking of property corners is to be maintained by the contractor until project completion. BASE ROCK Rock base shall be constructed of either limerock' material in accordance with Section 911 or cemented coquina shell material in accordance with Section 915 of the FDOT Specifications. Limerock `base shall be constructed in accordance with Section 200 and cemented coquina shell base shall be constructed In accordance with Section 250 of the FDOT Specifications. Contractor shall provide rock pit certification for cemented coquina shell material. Rock base shall be constructed to the depth and limits as shown on the plan. The rock base shall be compacted to at least 98% of the maximum density as determined by AASHTO T-180 and shall be primed. PRIME AND TACK COAT Prime and tack coats for the base course shall be in accordance with Section 300 of the FDOT Specifications. ASPHALTIC CONCRETE SURFACE COURSE (ACSC) Type 9.5 ACSC shall be constructed for the depth and limits shown on the plan in accordance with sections 320, 330, and 331 of the FDOT Specifications unless otherwise specified. TESTING The Contractor shall retain the services of an Owner approved independent testing laboratory to conduct all required tests on subgrade, base and surface course materials. Test results must be submitted prior to any request for payment on the above items. The schedule for testing the pavement shall be as allows: 1. Subgrade: square feet a. Limerock Bearing Ratio (LBR) tests; if required, shall be taken at intervals of not more than 5,000 or closer as may be necessary. b. Density tests shall be taken at intervals of not more than 5,000 square feet or closer as may be necessary. 2. Base: a. Density tests shall be taken at intervals of not more than 5,000 square feet or closer as may be necessary. All testing shall be taken in a staggered sampling pattern. If any test Indicates that the work does not meet the specifications, the substandard item shall be reworked or corrected at the Contractor's expense, Iuntil the provisions of these specifications fications are met. and retested,P P All required testing to meet project specifications shall be paid for by the Contractor. Certified copies of all test reports, for work performed, shall be submitted to the Engineer prior to approval of any applications for payment. SIGNING AND MARKING Signing shall be in accordance with Section 700 and traffic point shall be in accordance with Section 710 of the FDOT Specifications. CONCRETE Unless otherwise specified or indicated, all concrete shall have a minimum compressive strength at 28 days of 3000 psi. All work shall comply with the current edition of the American Concrete Institute' (ACI) building code and the applicable building codes having jurisdiction in the area. Bituminous coated corrugated steel pipe (BCCSP) shall be in accordance with Section 943 of the FDOT Specifications. Reinforced concrete pipe (RCP) shall be in accordance with Section 941 of the FDOT Specifications. Corrugated polyethylene pipe shall be in accordance with Section 430-11 of the FDOT Specifications. All drainage pipe joints, including round concrete pipes, shall have a filter fabric jacket in accordance with FDOT Roadway and Traffic Design Standards. PULL BOXES Pull boxes shall meet ANSI 77 Tier 15 rating requirements. IRRIGATION Owner shall be responsible for irrigation repair. Contractor shall notify the Engineer and/or Owners Representative if any irrigation piping is damaged or discovered to allow for proper repairs to occur. NO: REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/21 EHICLE LOOP INSTALLATION I vehicle loop detectors shall be installed in accordance with Section 17700 of the FDOT Roadway and Traffic Design tandards. AINTENANCE OF TRAFFIC ontractor shall provide maintenance of Traffic Plan for approval by owner and Martin County prior to commencing instruction. Maintenance of Traffic (MOT) Plan shall provide continuous two—way traffic flow during all times of the ay. Intermittent lane closures may be requested but are subject to approval by the owner. CONSTRUCTION OBSERVATION The Contractor shall notify the Engineer 48 hours prior to periods of the following construction activities so that the ngineer can notify the City, County or State to be present for construction observations and shall supply all quipment necessary to properly observe the completed work. Erosion Control/ Preserve Barricading A. Upon completion of silt fence/ preserve barricading but prior to clearing Drainage e before backfill A. Laying of Pipe ( ) B. All drainage structures and pipe laying completed as and swales C. Cana#ruction and stabilization of retention are erosion is evident or where Ions so identify D. Seeding, mulch; and sodding in. areas where p Y I. Utilities (U-2 permits or development order) A. Pipe laying within County or State rights —of —way B. Jack and boring in County or State rights —of —way C. Restoration of all rights -of —way V. Concrete A. Completion of forming for curbing, sidewalk, and retaining walls before placement of concrete V. Pavement A. Line and grade (Certification) B. Sub—bose (prior to adding base material) C. Base (prior to priming and sand seal) D. Base (after priming, sand seal, and before placing asphalt) E. Asphalt or concrete (while paving is in progress) F. Turn out construction on to County or State road (above inspections apply) G. Test results on sub —base H. Final project observation PANIC MATERIAL WEN FABRIC 15 NS70U1ED IN vNINCH WISH COMPACTED SPACING Of POSTS ARE VJERL6HANO­ORS CAN BE A A 0 TO REDUCE THE 5- TO S-F. APART (NOT NEEDED IF -SUCING' i METHOD IS URGE) �1 .r n BI FRENCH STEEL ON WX POST NI `AFTER COAPAC'.H FAMHC MATERIAL MUST BE SECUMOLY FASTENED TO THE 'OSTE OFF HE USED) TO THE 12-IN. �j�i\II MOOD OR STEEL POSTFNS�PAL.a) SWORE MATERIAL E311�E•1@ T COMPACTED ISLICING •D A-` 0BAMLL ATTACHNGWHEN TRENCHING IS USED WE ON. ANT OF ZIL III%I !1 �qAT SAII IN 311-- FADMC MATERIAL MUST SE PLACED IN A O-N. DRIVE BOTH FORTS -ACXHWNG AND COAUPACTDIG THE SCAL •1 NO nM,eurn nwenc UNDISTURBED SOIL IUINA UNDISTURBI EXISTING PAVED AREAS NOTES 1. MINIMUM CONDUIT DEPTHS MAY BE ADJUSTED BASED UPON FIELD CONDITIONS WHICH MUST BE APPROVED BY FOR AND PSLUSD. 2. RIGID CONDUIT MUST BE USED WHEN JACKING UNDER EXISTING PAVEMENT AT 3 FT. MINIMUM DEPTH. CONDUIT LOCATION I SCALE: N I S APPROVED: SGM DRAWN: 1JJ CHECKED: SGM DATE: 02/16/2021 FIELD BOOK NO: ROUNDED CONCRETE OR CAP 6" SCH 40 STEEL PIPE OR DIP FILLED WITH AND SET IN CONCRETE TWO COATS OF YELLOW PAINT SLOPE CONCRETE TO DRAIN-\ EXISTING GRADE'-\ STATE OF FLORITAA EROSION & SEDIMENT CONTROL -DESIGNER & REVIEWER MANUAL. PLACE TWO OR MORE SETS OF SAND- OF THE CURB. AGS IN A MANNER THAT RESULTS IN MAXIMUM SUPPORT THE FLOW LINE BAG MUST BE LOWER .THAN THE T0, SIDEWALK INLET I SEDIMENT LADEN FLOWS FLOOD FLOWS DEPOSITION ZONE SRET G A E' SPACING 0.51 100 NOTE: FILL SAND BAGS ABOUT 2 3 FULL 11.01 50 2:0 25 BEFORE PLACING 1N THE GUTTER 3.0 16 4.0 13 5.0 10 ®" CURB AND GUTTER SEDIMENT CONTAINMENT SYSTEM Figure V•50: Illustration of a Curb and Gutter Sediment Containment System Penis. "... by NYtlroDynPmfwlncoryPmsa maoPr.^a mP�auwmsae,"I V -27 - I r r f ':a / • A i i • 0,35 YDB.CONC, MIN, / , �, °. • 4 2, MIN,_ PAVEMENT XISTING BASE \,_UNDISTURBED SOIL PULL BOX W/TRAFFK: RATED COVER PULL BOX RIM PULL 2' MIN. PULL BOX RIM FLUSH FLUSH WITH G \ � �FWITH SIDEWALK ELEVATION CONDUIT -� `12" BED OF PEAROCK OR CRUSHED STONE FOR DRAINAGE CONDUIT ENTRY INTO PULL BOX CONDUIT 5' MIN. —PULL BOX PULL BOX CONDUIT SIDE STREET -SIIDEWALK .. CASING LCURB & GUTTER B,ADy,M LEDP a&N SIDEWALK CURB 81 GUTTER PULL BOX7 PULL BOX ]STREET SURFACE-7 /-FINISHED GRADE I— i CONDUITS • �CONDUrr MIN. 4" SCH 40 PVC CASING 1 UNDER PAVEMENT UNDER SIDEWALK UNDER ROADWAY UNDER NON -TRAFFIC BEARING SURFACE .64ADWAY �ECIL4N ENT ITV PULLEDX DETAIL GENERAL NOTES & CONSTRUCTION DETAILS �N�AA\Il l ltilf/7j� r; m U THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY SHAUN G. MACKENZIE, P.E.ON THE DATE ADIACENTTO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED AGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. IMCKENZIE ENGINEMING AND PI MNG, INC. ,l', SW 30 3TRF£T, SANE SOU PAW M,, R349K CERTIFICATE OF AUTHORDATFON 39013 SHAUN G. MACKENIIi P.E. NO.61751 Digitally si ned !5,1h g aun G MacKeiizill= ®.)ate: 2021.04. 7 13:47:04 ®04'001 SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 KNOW WHAT'S BELOW ALWAYS CALL 811 e HEYORE YOU DIG WS last. Ks tree. It's oe law. ° ,Mv.caIlsunshine.com SHEET: C-2 OF: C-7 MACKENZIE ENGINEERING PROJECT NO. 206-001 ST. LUCIE COUNTY PROJECT NO.: SPMIIJ-12202025902 Line ikiniaL111 N r� LIMITS OF - \ CONSTRUCTION 0 EXCAVATE AND REMOVE EXISTING GRASS AREA (4 SY) SOUTH ENT KNOW WHAT'S BFL01'F' ALWAYS CALL 811 BEFORE YOU D16 ® its fast. Rs hoe. its 7,e law. mo.vxal l s u ns h ine. com 4acKenzie Engineering & Planning, Inc. m LIMITS OF CONSTRUCTIOI MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 00 - INSTALL 1 GUMBO LIMBO TREE =MOVE EXISTING ASPHALT PARKING VD INSTALL 55 SY OF PERVIOUS AREA MATCH EXISTING GRASS NO: REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/21 iW a ,.. is�, CoNoC #1dlUm z k �� .4` my a 9' �°- _'`s� a ••,�` w 3. a „�. �? kax• SAWCUT AND REMOVE ¢ 4' X 1 '-4" OF ASPHALT Y a LIMITS OF CONSTRUCTION 4y All I n r Ekncw s Y�li l k c .- iiT i t�r� Y �fi fM+k�rxr e 3� 'Y SK�A• ry }`� gp 10 v g CONSTRUCTION TH110 S DINGS ST. LUCIE COUNTFwlRIDF SCALE: NTS APPROVED: SGM DRAWN: EJJ CHECKED: c3GM DATE: 02/16/2021 F 1 IELD BOOK NO: SCALE 1" = 20' ISSUED FOR CONSTRUCTION 0 10, 20' 40. * I Y SCALE 1" = 20' A �a k Digitally `�� �� \A\111fi9fJ11� k G. lac signedY i�11 No. 617 Shaun G i �;. P :•9! S - MacKenzie A���' Date: ll U i 111 A1�� THISITEM HASSEEN DIGITALLY SIGNED AND SEALED BYSHAUNG. ^ A■ 7 MACKENZIE, COPIEE. ON THE DATE OCUME TARECENT TOT CONSIDERED / OL � •04.0 / L i PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED L SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ` $ ANY ELECTRONIC COPIES. 7 17 MACKENZIE ENGINEERING AND PLANNING, INC. •4 / • ■ MAC EN 30TM STREET, SUITED • • y'W PALM CITY, FL 34990 } b CERTIFICATE F SHAUN G. MACKENZIE, PEE.NO. 617TION 3 51 ` •I ' 04'00' ,R SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 IEMOLITION, EROSION CONTROL AND LANDSCAPING PLAN SHEET: C-3 OF: C-7 MACKENZIE ENGINEERING PROJECT NO. 206-001 ST. LUCIE COUNTY PROJECT NO.: SPMN-12202025902 \ RECOMPACT EXISTING ROCK, \ INSTALL 1.5" TYPE SP-9.5 ASPHALT CONCRETE \ TO MATCH EXISTING GRADE FOR GUEST TURNAROUND AREA (57 SY) Ib X "00 X eIV \ \ CONSTRUCT 1� NON -MOUNTABLE TYPE D CURB LIMITS OF (25 LF) IT CONSTRUCTION OX-- p,0 xp ) X9• .y9 0 ® k1 9 x K11 y� "X "' "e ® e ' Xy X5 X "• ti X" R1.60' x _ Xy x"6° — 10) xD X 1 7 E TING EDGE \ O A VEMENT CONSTRUCT NON —MOUNTABLE TYPE "D" CURB WITH 1' CONCRETE INAGE SPACING ON EACH CORNER (64 LF) Xtf • ti �0 L./ ry X "ry X "• \ LIMITS OF JJ acKenzie Engineering & Planning, Inc. N , \ \ MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 bryOX 4D:y xy' 9 Xyry CONSTRUCT NEW PAVEMENT (23 SY) ISSUED FOR CONSTRUCTION LEGEND DRAINAGE FLOW O BOLLARDS ® CALL BOX - t "rya CONSTRUCT GUEST/RESIDENT SIGN CONCRETE 4 . CONSTRUCT MEDIAN CURB NON —MOUNTABLE ; ELECTRICAL OUTLETS (4'X 1 '4TYPE D CURB ' 0 10, 20, 40' X EXISTING ELEVATION (XX.XX) (NAD83) (15 LF) r �f b 1 I 20 n T I+� �y CONSTRUCTION DETAIL Xh",y 1P 1 LIMITS OF CONSTRUCTION x X X 1PROPOSED 5 7 rtx 8„ °b NEW EDGE``az>4 TYPE D TYPE D 61 PAVEMENT ` ,.. s; 1"?3r Xy i Pt OF PAVEMENT�� �, O.. 00 � �.k 1't".i (O CID Xbo9 0000,0000 � .. 00 R 2 �' "n BASE Do 2„R 5' x� R,L 00 C RUCT NON —MOUNTABLE h R 4 TYPE "D"CURB WITH 1' CONCRETE �x �xk " 1` VARIES --� 11 \ DRAINAGE SPACING 5' O.C. '> 1' CONCRETE DRAINAGE TYPE D (106 LF)(SEE DETAIL) a Hxx ��.�.,,� SPACING DETAIL CURB NDETAIL TS KITS CONSTRUCT NON—MOUNTABL TYPE D CURB WITH 1' CONCRETE DRAINAGE SPACING 5' O.C. (SEE DETAIL) (72 LF) NO: F REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/21 �VIVV 1 IX%Jl/ 1 IVIV VI\l-%VVIIVV% AILAv ill H E EA R BV 1 I N , T I I ICI �nI IAI V I�r1 In SCALE: NTS APPROVED:SGM DRAWN: EJJ CHECKED:SGM DATE: 02/16/2021 FIELD BOOK NO: 0 10, 20' 40' SCALE 1 " = 20' r. WE ASPHALT' ��Vry� ASPHALT mmmmm Fm BASE °1O g" g" BASE I --VARIES -� SUBGRADE MEDIAN CURBING DETAIL NTS SAW CUT NEW PAVEMENT I. EXISTING PAVEMENT NEW BASE EXISTING BASE SAW CUT DETAIL MATCHEXISTING VARIES 1.5"TYPE SP-9.5 ASPHALT SURFACE ASPHALTIC CONCRETE 8" OPTIONAL 2% MATCH EXISTING BASEGROUPB ASPHALTSURFACE 12" COMPACTED OR STABILIZED SUBGRADE (LBR 40) NEW PAVEMENT TYPICAL SECTION DETAIL NTS KNOW WHAT'S BF.LOI',' ALWAYS CALL 811 t • B1 }ORFC YOU DIG ® WE'.'61. It's tree. IYs-Fe b-h. v ,. wxallsunshhe.com PAVING, GRADING AND DRAINAGE PLAN \\\\NAAG11 IMI is //� \•`zEN3Lc••..• �,�✓.ram . CO .. No. 617 1 � • so F .� !moo'• a THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY SHAUN G MACKENZIE, P.E. ON THE DATE ADJACENT 0 THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST RE VERIFIED ON ANY ELECTRONIC COPIES, MACKENZIE ENGINEERING AND PLANNING, INC. 1192 SW 30" STREET, SUITE 500 PALM "I , FL34990 CERTIFIC TE OF AUTHORIZATION 29013 SHAUN G. MACKENZIE, PE. NO. 61751 NTS Digitally signed by Shaun G MacKenzie Date: 2021.04.07 13:47:33 -04'00' SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 SHEET: C-4 OF: C-7 MACKENZIE ENGINEERING PROJE 206-001 ST. LUCIE COUNTY PROJECT NO.: SPMN-12202025902 I I IIT n 1- LEGEND DRAINAGE FLOW O BOLLARDS K2 CALL BOX GUEST/RESIDENT SIGN ELECTRICAL OUTLETS 4acKenzie Engineering & Planning, Inc. as 119;611 gam"Llul CONSTRUCTION NOTES: 1. ELECTRICAL POWER SOURCE IS NOT IDENTIFIED AND WILL BE SUBMITTED UNDER A SEPARATE PERMIT. MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 ISSUED FOR CONSTRUCTION NO: REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/21 CONSTRUCTION DRAWINGS ATLANT111 BTHE SE� C�OU�RL FLORIDA A SCALE: 1:10 APPROVED: SGM DRAWN: EJJ CHECKED: SGM DATE: 02/16/2021 FIELD BOOK NO: KNOW WHAT'S BELOW ALWAYS CALL 811 • t3EFORF. YOU DI(i IYs'asc. It's free It; vle U*, w.callsunshine.com NORTH ENTRANCE PROP. ENTRY GATE SHEET: C-5 OF: C-7 206-001 LEE — A __ _SCALE 111 = 10' THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY SHAUN G MACKENZIE, P.E. ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. MA"ENZIE ENGINEERING AND PLANNING, INC 1172 SW 3V STREET, SUITE SW PALM CITY, FL 34990 CERTIFICATE OF AUTHORILITION 29013 SHAUN G. MMKENZIE, P.E. NO. 617SI Digitally signed by Shaun G MacKenzie Date: 2021,04,07 13:47:47 -04'00' SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 ST. LUCIE COUNTY PROJECT NO.: SPMN-12202025902 NO. EXI ST XNG PULL BOAC l � rogue, EXISTING ASPHALT TO REMAIN LIMITS OF x CONSTRUCTION LEGEND 0 LIMIT ^� CONS 7 RUC] INSTALL 2" SCHEDULE 40 PVC TO EXISTING PULL BOX (1)LOW VOLTAGE; (1)HIGH VOLTAGE; (1)SPARE W/PULL STRING; (158 LF) - EXIT LANE � DRAINAGE FLOW O BOLLARDS ❑ CALL BOX -u GUEST/RESIDENT SIGN 0 ELECTRICAL OUTLETS 4acKenzie Engineering & Planning, Inc. ENTRY LANE 75' F ROPOSRESIDENT ONLY IVTRY SIGN "RESIDENTS ONLY HERS USA NORTH GATES FOR NTRY" INSTALL VEHICLE LOOP DETECTOR (ENTRY & EXIT LANE) IF L INSTALL QUICK ARM €RT1` GATE ARM OPERA 1 A� ON CONCRETE PAD (PA ` SI GATE CONTRACTOR) PROVIDED BY IMITS OF CONSTRUCTION INSTALL PULL BOX CONSTRUCTION NOTES: 1. ELECTRICAL POWER SOURCE IS NOT IDENTIFIED AND WILL BE SUBMITTED UNDER A SEPARATE PERMIT. MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 ISSUED FOR CONSTRUCTION NO: REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/2.1 CONSTRUCTION DRAWINGS ATLRNT�III B�THE S�D00�1;1ST. LUCI C UN Y, IDA SCALE: NTS APPROVED: SGM DRAWN: EJJ CHECKED: SGM DATE: 02/16/2021 FIELD BOOK NO: 10 L SCALE ' INSTALL THREE 2" SCHEDULE 40 PVC (1)LOW VOLTAGE, (1)HIGH VOLTAGE; (1)SPARE W/ 12 GAUGE COPPER WIRE FOR PULL; (32 LF) INSTALL QUICK ARM VERTICAL GATE ARM OPERATOR (1 AS) ON CONCRETE PAD (PAD SIZING PROVIDED BY GATE CONTRACTOR) CONSTRUCT VEHICLE CARD READER ON 24'X24'X28" CONCRETE PAD, KNOX BOX AND INSTALL TRAFFIC RATED PULL BOX AND TWO 2" SCHEDULE 40 PVC CONDUIT (1)LOW VOLTAGE (2)SPARE WITH 12 GAUGE COPPER WIRE FOR PULL (27LF) Digitally signed by No.617 1 \.•* - Shaun G S A7E F ��C->\ ; MacKenzie Date: THIS REM HAS BEEN DIGITALLY SIGNED AND SEALED BY SHAUN G MACKENZE, RE. ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED 210 • • • /7 SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. R 1MAC K172SW 30rf STREET, RSUITE5 PLANNING, INC 13.48:00 PAL SCIY, FL STREET, SUITE 500 �/ PALM CITY, FL F34990 CE AUT SHAUN "INDITE C AUTHORE. N ON29013 2MI SHAUN G. MACKENZIE, P.f. NO, G333 ' ' KNOW WHAT'S AFL011' -04 OO ALWAYS CALL 811 • BFFORI--'Y(.)LI DIG IfG+aGL.IPs free. lYG TDB u,N. SHAUN MACKENZIE, P.E. .:row.v.caIIsunshin•.com FLORIDA LICENSE NO. 61751 SOUTH ENTRANCE PROP. ENTRY GATE SHEET: C-6 OF: C-7 MACKENZIE ENGINEERING PROJECT NO. 206-001 ST. LUCIE COUNTY PROJECT NO.: SPMN-12202025902 SINGLE UNIT TRUCK PROFILE VEHICLE PROFILE IN U I I U Z) U/I 4acKenzie Engineering & Planning, Inc. MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 NCE = GUEST AND RESIDENT ENTR . Y 'A . I ^ 1m NO: REVISION: BY: DATE: 1 JSLC DRC COMMENTS #1 EJJ 01/27/21 vw% 000 44k I pw& pm 1k, I mom CONSTRUCTION DRAWINGS ST. RT�A�j�I�B����C�A��S1IDA SCALE: NTS APPROVED: SGM DRAWN: EJJ CHECKED:SGM DATE: 02/16/201 FIELD BOOK NO: CIRCULATION PLAN 0 10, 20' 40' SCALE 1" = 20' ISSUED FOR CONSTRUCTION 0 10, 20' 40' SCALE 1" = 20' Digitally G11Miac,✓ signed by No.6171*= Shaun G S �= MacKenzie 1111110 Date: THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY SHAUN G. MACKENZIE,P.E. ON THE DATEADJACENT RE TOTHE SEAL. 11O11 1 .04.07 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED 1 1 SIGNED AND SEALED AND THE 51GNATU RE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. MACKENZIE ENGINEERING AND PLANNING, INC. IT7 STREET CERTIFICATE 3IC 3DE FAUTH. RAZE ION 1 3:48:2 7 00 PALM CH$ FL 36990 CERTIFICATE OF AUTHORIZATION 19013 SHAUN G. MACKEN2I E, P.E. N0.6ll51 -04' 00' SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 SHEET: C-7 OF: C-7 MACKENZIE ENGINEERING PROJECT NO. 206-001 ST. LUCIE COUNTY PROJECT NO.: SPMN-12202025902