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HomeMy WebLinkAboutBuilding PlansCONSULTANTS PROPERTY 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 LOCATION MArm NTS ST. LUCIE COUNTY, FL MacKenzie Engineering & Planning, Inc. MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FLORIDA, 34990 772-286-8060 CA29013 III IIIII���Ijjp- ST. LUCIE COUNTY, PROJECT NO.: SPMNIIIIIIIIIII,12202025902 *4 010 641 ......... ATLANTIS III BY THE SEA COA, INC. THE ATLANTIS BUILDING A COA, INC- tHE ATLANTIS BUILDING B COA, INC, IF ST, COUNTY, FLORIDA LUCIE 0 1 acKenzic Engineering & Planning, Inc. PROJECT LOCATION NO: REVISION: BY: DATE: 1 SLC DRC; COMMENTS 41 EJJ 01/27/21 SCALE: N.T.S. APPROVED:SGM DRAWN: EJJ CHECKED:SGM DATE: 02/16/2021 FIELD BOOK NO: SHEET INDEX SHEET NO. DESCRIPTION C-1 COVER SHEET 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. PLANS PREPARED BY: MACKENZIE ENGINEERING AND PLANNING, INC. 1172 SW 30TH STREET, SUfT'E 500 PALM CITY, FL 34990 772-286-8030 CA # 29013 ATTENTION IS DIRECTED TO THE FACT THAT THESE PLANS MAY HAVE BEEN ALTERED IN SIZE BY REPRODUCTION. THIS MUST BE CONSIDERED WHEN OBTAINING SCALED DATA. ENGINEER'S CERTIFICATION DATE: PROFESSIONAL ENGINEER FL. LICENSE NO. 61751 rNOW WHATS BELOW 1LWAYS CALL 813 BEFORE YOU DIG B'S fast ITS fmG@ ft tv law, r.vxallsunshlnexom COVER SHEET G Meek No. 617 1 * = *_ z ° g E F `® THIS REM 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. MACKENZIE ENGINEERING AND PLANNING, INC. 1172 SW 30" STREET, SURE 500 PALM CITY, FL 34990 CERTIFICATE OF AUTHORIZATION 29013 SHAUN G. MACKENZIE, P.E. NO. 61751 Digitally signed by Shaun G MacKenzie Cate: 2021.04,,07 13:46:36-04'00' SHAUN' MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 SHEET: C-1 OF C-7 20t �-001 ST LUCIE COUNTY PROJECT NO.: SPMN-12202025902 REVIEWED . LUCIE NTY 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 "ATLANTIS 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: For brevity, reference may be made to other specifications or documents which will be used to specify 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: 1. "Standard General Conditions of the Construction Contract," latest Edition, prepared by the Engineers Joint 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 months 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 (107) 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: Prior to initiation of the work, the Contractor shall check dimensions, grades and elevations shown on the Drawings and summary of estimated quantities to assure himself that they are correct and that the work can be accomplished as 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 oonference 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: for various items of work are only estimates and may not reflect all the items of work or the The quantities estimated a y y 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. Coordination of Work with Others: The Contractor shall coordinate his work with the work or 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 entire) accurate. The 9 9 Y 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 Y Y P Y 9 P 9 9 utilities that may be subject to damage or interruption of services during the Contractor's operations. Prior to start of the Y 1 9 P 9 P 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 Contractors operation in the vicinity of existing utilities or structures, or to the temporary bracing and shoring of same. 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. 4 acKenzie Engineering & Planning, Inca 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 project area, all falsework, equipment, surplus and discarded materials, rubbish and temporary structures which result from the work under this Agreement, and shall restore in an acceptable manner all property which has been damaged during the prosecution of the work. This shall include replacement of damaged landscape materials on a "like -for -like" basis. Guarantee: All materials and the installation thereof which are furnished and installed by the Contractor, under the terms of the Agreement, sholl be guaranteed by the Contractor against defective workmanship, mechanical and physical defects, leakage, breakage, and other damages and failure under normal operation for a period of one (1) year from the 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 structures and utilities against the construction operation that may cause damage to said facility. 2.The locations of existing underground utilities are shown in on 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 occasioned by the Contractors failure to exactly locate and preserve any and all underground utilities. 3.The Contractor shall give adequate notification to all affected utility owners for removal, relocation, and alterot ion of their existing facilities. 4.Where encountered, unsuitable material shall be removed to a depth and area determined by the Engineer and backfilled with clean granular sand or select material approved by the Engineer. Backfilling shall be in layers not greater than B" 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. 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 sholl 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.Controctor to maintain positive drainage outfail 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 Contractors expense. Construction staking of property corners is to be maintained by the contractor until project completion. ROCK BASE Rock base shall be constructed of either lmerock 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 follows: 1. Sub9 rode: a. Limerock Bearing Ratio (LBR) tests, if required, shall be taken at intervals of not more than 5,000 square feet 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 and retested at the Contractor's expense, until the provisions of these specifications ar met. p pe 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 9 9 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 VEHICLE LOOP INSTALLATION All vehicle loop detectors shall be installed in accordance with Section 17700 of the FDOT Roadway and Traffic Design Standards. MAINTENANCE OF TRAFFIC Contractor shall provide maintenance of Traffic Plan for approval by owner and Martin County prior to commencing construction. Maintenance of Traffic (MOT) Plan shall provide continuous two-way traffic flow during all times of the day. 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 Engineer can notify the City, County or State to be present for construction observations and shall supply all equipment necessary to properly observe the completed work. I. Erosion Control/ Preserve Barricading A. Upon completion of silt fence/ preserve barricading but prior to clearing 11. Drainage A. Laying of Pipe (before backfill) B. All drainage structures and pipe laying completed C. Construction and stabilization of retention areas and swales D. Seeding, mulch, and sodding in areas where erosion is evident or where plans so identify III. 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 IV. Concrete A. Completion of forming for curbing, sidewalk, and retaining walls before placement of concrete V. Pavement A. Line and grade (Certification) B. Sub -base (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 SINI IF OF FLORIDA EROSION & SEDIMFIN F CON TROL-DF,SIC.NER & RF,V ICNVER MANUAL FABRIC MATERIAL WHEN FABRIC IS INSTALLED IN A TRENCH YOR CWPACIEO SPACING OF POSTS ARE SOIL, ANCHORS CAN BE 5- TO 6-FT APART ATTACHED TO REDUCE THE POTENTAL OF "RLORCULT5" (NOT NEEDED IF "SIIONG' METHOD Is uSEA) MINIMUM HEIGHTj1 I ii BACKFILL TRENCH STEEL OR WOCO vasT WAC TO ON IAFTER COMPACTOR A, OF SLICE FABRIC MATERIAL MUST BE SECURELY FASTENED TO THE �- PO515 OR (IF UYO) TO FEE RUNR�� MIRE MESH �I III - NWO OR STEEL POST INSTALLED BEFORE- (MINIMUM) COMPACTING BACKFILL MATERIAL\ \\\� -III- COMPACTED SLICING METHOD BACKFILL MATFIEIAL ATTACHING TWO SILT FENCES ...IF WHEN TRENCHING IS USED RACE mC ENO R.E1 OTHE cvO vas CA 12- N. THE OTHER TTMCE (YIXIMUM) ROTPos15 - _ LEAST 18 ) AT DECREES In TUC FAaNc FOl A. UUC 1AUAA SAT FABRIC MUST BE PLACED A 6-IN. RATI MATEaAL s 6-IN, TRENCH MTH A 'L" SHAPE BEFg2E DURCUTOR OF RUxgr AALUR FRENCH B BACNFWNG AND COMPATUNG THE SUL. 1 + ClIvE B1]TMINP NICL IKNTO TUE CROU ME TRENCHING METHOD TFAINO AANOR BURY _.AI SILT FENCE BARRIER INSTALLATION Figure V-40: Illustration of a Silt Fence Barrier V-7 MINIMUM NECESSARY FlNISHED GRADE NN AN z \ / WARNING TAPE BACKFILL h TAMP W/MATERIAL REMOVED /� •.:'iFROM TRENCH ti , CONDUIT UNDISTURBED SOIL NON -VEHICULAR TRAFFIC AND/OR DRIVEWAY AREAS WIDTH OF TRENCH PLUS 12" ASPHALTIC 6MINIMUM CONCRETE 6" 6" " ECESSARY 6" 6" pU?�:J BASE IS EITHER COQUINA ROCK OR CONCRETE AN WARNING TAPE ��\ ... .. \• FLOWABLE FILL UNDISTURBED SOIL ".:.:..,• CONDUIT WITH TRACE WIRE i 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 (CONSTRUCTION DRAWINGS 11A""%I1 111B��HN IAC��0,IDp ST. L SCALE: NITS APPROVED:SGM DRAWN: EJJ CHECKED:SGM DATE: 02/16/2021 FIELD BOOK NO: STATE OF FLORIDA EROSION & SEDIMENT CONTROL - DESIGNER & REVIEWER MANUAL PLACE TWO OR MORE SETS OF SAND BAGS IN A MANNER THAT RESULTS IN MAXIMUM SUPPORT. THE FLOW LINE BAG MUST BE LOWER THAN THE TOP OF THE CURB. SIDEWALK \ I INLET I SEDIMENT LADEN FLOWS FLOOD FLOWS DEPOSTION ZONE STREET GRADE SPACING (%) (FT.) 0.5 100 NOTE: FILL SAND BAGS ABOUT 2/3 FULL 1.0 50 BEFORE PLACING IN THE GUTTER 2.0 25 3.0 16 4.0 13 5.0 10 NI„pwjm CURB AND GUTTER SEDIMENT CONTAINMENT SYSTEM Figure V-50: Illustration of a Curb and Gutter Sediment Containment System Pormmtlnms Glre, by 113WnDTnnmia I-Mo:mM to coPY.^a rtymaus mis Mad v -27 PULL BOX W/TRAFFIC RATED COVER PULL BOX RIM FLUSH WITH GRADE 2" MIN. PULL BOX RIM FLUSH WITH SIDEWALK ELEVATION CONDUIT 12" BED OF PFAROCK OR CRUSHED CONDUIT STONE FOR DRAINAGE ENTRY INTO PULL BOX PULL BOX \ SIDE STREET -'ZZ SIDEWALK L CASING_ LCURB & GUTTER Elm SIDEWALK CURB Ac GUTTER7 PULL BOX STREET SURFACE AIRPULL BOX TCONDUIT L EOP PULL BOX 7 FINISHED GRADE MIN. 4" SCH 40 PVC CASING UNDER PAVEMENT UNDER SIDEWALK I UNDER ROADWAY UNDER NON -TRAFFIC BEARING SURFACE B49D1N9Y SECTION CONDUIT ENTRY IN PULLED BOX DETAIL GENERAL NOTES & CONSTRUCTION DETAILS \\\N\\,G11 Mack fir: w: * No.61,7fii �* �% 1 %y 3 tj WT THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY SHAUN G. MACKENZIE, P.E. ON THE DATE ADIACENTTOTHE SEAL, PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIOEREO SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. MACKENZIE ENGINEERING AMC PLANNING, INC. 1172 SW EPA STREET, STUFF SPA PALM OLD FL BARRY CARPOCATE OF AUTNORIZATION 29013 SHAUN G. MACKENZIE PE NO. 61751 Digitallysi ned by g Shaun G MacKenzie Date: 2021.04.07 13:47:04-04'00' SHAUN MACKENZIE P.E. FLORIDA LICENSE NO. 61751 KNOW WHAT'S RFLOW ALWAYS CALL 81 1 s BEFORE YOU 1]10 Its'= lr, free IS :.^e IBM. v,Nvw. c a l l s u n s h i ne. com KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG �, ICSb51 ICSfree Il'StleBWw. www. callsunshine. coca acKenzie Engineering & Planning, Inc. EXCAVATE AND REMOVE EXISTING GRASS AREA (4 SY) MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 EXISTING MEDIAN ISLAND AND LANDSACPING TO REMAIN REMOVE EXISTING CONCRETE MEDIAN NOSE, ASPHALT AND ROCK IN PROPOSED MEDIAN (2 SY) — MILL ASPHALT (57 SY) MILL ASPHALT V WIDE FROM (10 SY) INSTALL 1 GUMBO LIMBO TREE EMOVE EXISTING ASPHALT PARKING ND INSTALL 55 SY OF PERVIOUS AREA ]\MATCH EXISTING GRASS I L— SA WCUT AND REMOVE 4'X 1'4"OF ASPHALT 1 1 LIMITS OF CONSTRUCTION I 1 i00 00 i Zoo EXCAVATE AND REMOVE XISTING GRASS (23 SY) \ RELOCATE EXISTING SABAL PALM ALSO KNOWN AS CABBAGE -PALM TREE (Xa' IN HEIGHT) RANCE RESIDENT 0 EXCAVATE AND REMOVE EXISTING GRASS (36 SY) \ LIMITS OF —� E NO: REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/21 CONSTRUCTION DRAWINGS AA11111B�1H110A A, IN� ST. LU I UN LO IDA NLY ENTRY SCALE: NTS APPROVED:SGM DRAWN: EJJ CHECKED:SGM DATE: 02/16/2021 FIELD BOOK NO: SCALE 1" = 20' '14 nt ' w. 0 10, 20' 40' . I I SCALE 1" = 20' DEMOLITION, EROSION CONTROL AND LANDSCAPING PLAN Digitally Ms'..kZsigned by `ter No. 61- Shaun G i * � 7 1 {* -- E F„.ja1= MacKenzie Date: MACKENZIE, HAS BEEN DIGITALLY SIGNEDANDADJACENTTOTH SEALED BY SHAUN G. 2 0 2 . 0 4 . 0 7 MACKENZIE, P.E. EN THE DATE SIGNED TO 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 PIANNING, INC.1172 1 7 17 CERTIF� STREET, SUITE 500 PALM ICAEEOF AUTHORIZAHON 29013 ■ 3:4 / : ■ SHAUN G. MACKENZIE, P.E. NO.61751 -04'00' SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 pAX11Mlf ', I LIMITS OF CONSTRUCTION s NCE GUEST AND RESIDENT EN-TRI \ RECOMPACT EXISTING ROCK, \ INSTALL 1.5" TYPE SP-9.5 ASPHALT CONCRETE \ TO MATCH EXISTING GRADE FOR GUEST TURNAROUND AREA (57 SY) AN', CONSTRUCT NONmx /7q X 1$ O X N6 X pRC X� p N ^ kp pip x p,Y•. E TING EDGE O AVEMENT '� x pp1 pO 7 \ 14, ro`p x X p� R0'1 X,e m O " X LIMITS OF INSTRUCTION 4acKenzie Engineering & Planning, Inc. Xh @,ry bqZS h' 6X0•yb pqx q X�pq 6 -50 Xgry R1.60' x - xy. 10' ry,' xh Xh� ^D 9ry 4.99 pIR15' A MW ER 21 ' 1 k0 p�N -1J X p R� (4 SY) o t,� 155'rL Q � 00 o � X'a1 X't R 5' - ENT CONSTRUCT NEW PAVEMENT (23 SY) CONSTRUCT CONCRETE MEDIAN CURB (4' X 1 '-4') CONSTRUCT NON -MOUNTABLE TYPE D CURB 4px ryxhyq x5pp hry`O X5� ,5 LIMITS OF CONSTRUCTION it a PROPOSED NEW EDGE Xy^6 0000.00 000' OF PAVEMENT I 00 X ry6q '�I q0 ' ..5'#*" = x q'S �6K p10 , C RUCT NON -MOUNTABLE R 4 TYPE "D" CURB WITH 1 ' CONCRETE T' DRAINAGE SPACING 5' O.C. \`\ (106 LF)(SEE DETAIL) CONSTRUCT NON-MOUNTABL TYPE D CURB WITH 1' CONCRETE DRAINAGE SPACING 5' O.C. (SEE DETAIL) (72 LF) *Ann CONSTRUCT NON -MOUNTABLE p CONSTRUCT ASPHALTIC NCRETE FOR AREA TO MA CH EXISTING GRADE TYPE "D" CURB WITH V CONCRETE TURNAROUND INAGE SPACING ON EACH CORNER (36 SY) (64 LF) \ •, a \ 6 \ Xp \ \\ \\\ \\\ I !" .% X p,R, X pry6 a — X 0 \, / 1 Ox p ♦ R2.50 ppry y l � h `r, X 9 ry 1 R 5' R 5' ` x p. ph�X�'^ o`er to `� O 2% p6M1' ry' x pp X10. 1O X h0la I d1 ++v'X p p• Y k,�0 ryry` pryq p� yj Xh6 t� ry' 6'\ '� xt! '\ Xi' 'I 6 X f 1O1 p I x ` q 0" `.Y x x r� •Y' x e xl$ .1 V ^ X�6 � X,y'\ O X•5� q ` - X pp X t,' LIMITS OF �} x y., x' 6 xti. ,, p. q x xti. 1T �� pry xp xp• xp CONSTRUCTION x �. 4t4 - _ 11 p^ y. ecla }bo x 75' I x p. v ox q _ r� r-T > \ MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 J 1 ry X p^ �s. x kK NO: REVISION: BY: DATE. 1 SLC DRC COMMENTS #1 EJJ 01/27/21 CONSTRUCTION DRAWINGS GT RTLA�VTF �,BVTHEDC�A, N�inQ SCALE: NTS APPROVED:SGM DRAWN: EJJ CHECKED: SGM DATE: 02/16/2021 FIELD BOOK NO: SCALE 1" = 20' LEGEND � DRAINAGE 1=10W O BOLLARDS OD CALL BOX -7 GUEST/RESIDENT SIGN 0 ELECTRICAL OUTLETS X EXISTING ELEVATION (XX.XX) (NAD83) CONSTRUCTION DETAIL } T� n go BASE 60 } } BASE N �— — VARIES --I 1' CONCRETE DRAINAGE SPACING DETAIL NTS 6" 1 6" ASPHALT' \-P—' ,/ ASPHALT BASE m g^ g^ BASE ' _VARIES —� SUBGRADE MEDIAN CURBING DETAIL NTS 8' PAVEMENT TYPE "D" CURB DETAIL NTS SAW CUT NEW PAVEMENT T' EXISTING PAVEMENT NEW BASE EYJSPNG BASE SAW CUT DETAIL MATCH EXISTING VARIES 1.5" TYPE SP-9.5 ASPHALT SURFACE �— ASPHALTIC CONCRETE 8"OPTIONAL 2% MATCHEXISTING BASEGROUP6 ASPHALTSURFACE 8" .9. ..... 12" COMPACTED OR STABILIZED SUBGRADE 0 10' 2T 40' (LBR 40) SCALE 1" = 20' NEW PAVEMENT TYPICAL SECTION DETAIL NTS KV'OW WHAT'S BFI.01'1' ALWAYS CALL 811 s • BEFORE YOU_ D1(i t ® It's last. It's ILE Ifs:�e lauY. ,rnvw. c a l Is u n sh i ne . t: o m PAVING, GRADING AND DRAINAGE PLAN NTS Digitally - G. Macke /Ji signed by G,eNS...., ,,�, �w O No.;17 Shaun G S E F MacKenzie w \ Date: THIS KEMHASBEEN DIGITALLY SIGNEDI O THEED BY SHAUN G. MACKENZIE, SBEENTHE DALL SIGNED NTTOTHESEAL. 202I� 04 O—J 1 L/ I / PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. MACKENZIE 12 SW 30" STEET 5URE501 PUNNING, INC �\ 7 1 J•4/ PALM CITY, FL 3C990 CERTIFICATE OF AUTHORIZATION 29013 J •�� SHAUN G. MACKENZIE, P.E. NO.61751 -04'00' OF: C-7 MACKENZIE SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 ST. LUG3rg.- _' _ - m ImmoLlEs LIMIT OF CONSTRUCTION INSTALL THREE 2ff SCHEDULE 40 PVC 0 I I I 1 IL I I V V�� TIFF �kAP 3', i . �) I -PROPOSED RESIDENT & GUEST ENTRY SIGN (DESIGN �OJ TO BE PROVIDED BY OTHERS) ��♦ 1 ft ` . • _ xN r rn- `�.6M.rc"'a `: "�3 I INSTALL TWO BOLLARDS ` CONSTRUCT VEHICLE' ,r I CALLBOX, KNOX BOX & I INSTALL (1) ELECTRICAL OUTLET AND TWO PULL BOXES LEGEND � DRAINAGE FLOW O BOLLARDS © CALL BOX -u GUEST/RESIDENT SIGN 0 ELECTRICAL OUTLETS 4acKenzie Engineering & Planning, Inc. 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 NO: REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/21 CONSTRUCTION DRAWINGS 191 IllB�THE S[AC A�01,ST. LU I UN ID SCALE: 1:10 APPROVED: SGM DRAWN: EJJ CHECKED: SGM DATE: 02/16/2021 FIELD BOOK NO: "I — KNOW WHAT'S BELOW ALWAYS CALL 811 ® BEFORE YOU DIG tts Past. Its free NS+he law. vAv,v. calisu nshine. com NORTH ENTRANCE PROP. ENTRY GATE � 0 10 20 SCALE 1" = 10' Digitally G. Mack ►1111signed by ��fi I Shaun G No.617 1 4�* MacKenzie 5 ,1,A� ����' Date: THIS REM HAS BEEN DIGITALLYSIGNED AND SEALED BVSHAUN G. w MACKENZIE, COTES ON THE DATEMENT ME NOT SEAL. I\o11 ■ •04�07 PRINTED AND IESOFTHIS ANDTCUMENTUREN UST BE IDERED VERIFIED 1 L■ I SIGNED AND SEALED ANDTHE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. MACKENZIE ENGINEERING AND NANNING, INC ini5W 30SEAM, SURE SW 3 :4 7 :4 7 PALMCRY,FL3C CERTIFIGTE OF pUTH0RiL1TIDN ]9013 SHAUN G. MACKENZIE, P.E.NO. SIM 04'00' SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 Ilion lookillm LEGEND CONSTRUCTION NOTES: lj-r� DRAINAGE FLOW 1. ELECTRICAL POWER SOURCE IS NOT IDENTIFIED AND WILL BE SUBMITTED UNDER A SEPARATE PERMIT. O BOLLARDS ❑ CALL BOX -u GUEST/RESIDENT SIGN 0 ELECTRICAL OUTLETS 4acKenzie Engineering & Planning, Inc. MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 NO: REVISION: BY: DATE- 1 SLC DRC COMMENTS #1 EJJ 01/27/21 CONSTRUCTION DRAWINGS 11mil IIIB��HN���A�O�IDA .L SCALE: NTS APPROVED: SGM DRAWN: EJJ CHECKED: SGM DATE: 02/16/20 1 FIELD BOOK NO: 0 10 20 SCALE 1" = 10' INSTALL THREE 2" SCHEDULE 40 PVC (1)LOW VOLTAGE; (1)HIGH VOLTAGE, (1)SPARE W/ 12 GAUGE COPPER WIRE FOR PULL; (32 LF) INSTALL QUICKARM VERTICAL GATE ARM OPERATOR (1 AS) ON CONCRETE PAD (PAD SIZING PROVIDED BY GATE CONTRACTOR) CONSTRUCT VEHICLE CARD READER ON 24X24'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 (27 LF) ZZ \yrao�•���eri a � F No:617 1 .� �< g F KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DK;i rrG rant. rrG free ft 9v jaw. www.callsunshine.com SOUTH ENTRANCE PROP. ENTRY GATE Digitally signed by *= Shaun G MacKenzie ''� Date: THIS ITEM HAS BEEN DIGITALLY SIGNED LTTO THE SHAUN G. MACKENZIE, SBEEN THE DATE ADIACESIGNED AND THEEEAL. 2 0 21.04.0 PRINTED COPIES OF THIS DOCUMENT ME NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES MC EN TEE GINEERIAND PUNNING, II13:48:00 172 SIN 30'STREET, SUM PALM OMB FL 34WO CERTIFICATE OF AUTHORIZATION 39M SHAUN G. MACKENZIE, P.E. NO. 61T51. -04'00' SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 SHEET: C-6 OF: C-7 MACKENZIE ENGINEERING PROJECT NO. CODE COMPE-17 206-001 ST. ILLF ST. LUCIE COUNTY PROJECT NO.: SPMN-12202025902 SINGLE UNIT TRUCK PROFILE VEHICLE PROFILE NU I I U 6UALt 4acKenzie Engineering & Planning, Inc. MACKENZIE ENGINEERING & PLANNING, INC. 1172 SW 30TH STREET, SUITE 500, PALM CITY, FL, 34990 772-286-8030 CA29013 CE GUEST AND RESIDENT ENTRY NO: REVISION: BY: DATE: 1 SLC DRC COMMENTS #1 EJJ 01/27/21 CONSTRUCTION DRAWINGS ATIIN]III s� THE S� cp�olST. L CCOUN IDS SCALE: NTS APPROVED:SCM DRAWN: EJJ CHECKED:SGM DATE: 02/16/2021 FIELD BOOK NO: CIRCULATION PLAN 0 10, 20' 40' SCALE 1" = 20' 0 10, 20' 40' SCALE 1" = 20' Digitally signed by * Shaun G MacKenzie s ..AL Date: THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY SHAUN G- MACKEDCOPIRE. ONTHE DATE MENTADJACENT RE TOT ESEAL CONSIDERED 201� A •04.07 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED L) LL// I SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. MACKENZIE ENGINEERING AND PLANNING, INC. 1172 SW 3STREET, SUITE PALM CHYEGVIPER CEITLEILAI, E ALL IHORIZATIO13 SHAUNG. MA[NENZE, P.E. NO. 61751 3•4 V•L -04'00' SHAUN MACKENZIE, P.E. FLORIDA LICENSE NO. 61751 SHEET: C-7 OF: C-7 MACKENZIE ENGINEERING PROJECT NO. REVIEWED 206-001COMPLIANCE, ST, LUCIE COUNTY PROJECT NO.: ST. LUCIE COUNTY SPMN-12202025902 BOCC