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1 FLEET LANDING FOUNTAIN AT THE COLEMAN CENTER POOL20-0002 `'i`�'r7� SWIMMING POOL PERMIT PERMIT NUMBER c � ` jl " CITY OF ATLANTIC BEACH POOL20-0002 ' ", ISSUED: 2/19/2020 800 SEMINOLE ROAD ''.401119r ATLANTIC BEACH, FL 32233 EXPIRES: 8/17/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1 FLEET LANDING BLVD SWIMMING POOL SWIMMING FOUNTAIN AT THE $140000.00 POOL RESIDENTIAL COLEMAN CENTER TYPE OF ! REAL ESTATE ZONING: , BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169397 0200 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: CROWN POOLS INC 3002 Philips Hwy JACKSONVILLE FL 32207 OWNER: ADDRESS: CITY: STATE: ZIP: NAVAL CONTINUING CARE RETIREMENT 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233-4599 FOUNDATION INC WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $600.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $300.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $13.50 STATE DCA SURCHARGE 455-0000-208-0600 0 $9.00 Issued Date:2/19/2020 1 of 2 e vJ-1� SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH POOL20-0002 800 SEMINOLE ROAD ISSUED: 2/19/2020 r.11 ATLANTIC BEACH, FL 32233 EXPIRES: 8/17/2020 TOTAL:$922.50 Issued Date:2/19/2020 2 of 2 LAW- City of Atlantic Beach APPLICATION NUMBER E. .• .0 Building Department (To be assigned by the Building Department.) A 800 Seminole Road Atlantic Beach, Florida 32233-5445 c�or✓ ZO 000Z- Phone(904)247-5826 • Fax(904)247-5845 I it�? E-mail: building-dept@coab.us Date routed: L / Z 3 1Z-- C City web-site: http://www.coab.us ___111 APPLICATION REVIEW AND TRACKING FORM Property Address: \ LE T �/�tV [�t NC.' De ment review required Yes No I Buildin Applicant: L CZQ(,L70 Poo W Planning &Zoning Tree Administrator Project: vU N T..)- ( Public Works Public Utilities ©LC.M�%J �:� 7C—:b(Z- Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. Denied. ['Not applicable (Circle one.) Comments: BUILDING r PLANNING &ZONING Reviewed by: �—d Date:4"2-A1 21-0220 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable 11 PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application Updated l0/9/18 _ City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. Job Address: .L Ff I e-e–t Land l h al V d Permit Number: ` GQL, ZO 0 0 0 Legal Description 0 5 - 25 - 2-9E 70. 91 R PT FRAC SLC 5 -Z9E RE# Valuation of Work(Replacement Cost)$ 190,000 Heated/Cooled SF Non-Heated/Cooled • Class of Work: ©New ❑Addition ❑Alteration ERepair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): /Commercial ❑Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) dNo Describe in detail the type of work to be performed: c?v..: G e e rv\av\ C e r--1 c:r FuL,Ln t 0 Florida Product Approval# for multiple products use product approval form Property Owner Information pp Name r)A\Jcal COMtnulnc3 Cale-Rettartertl l"o rvirthcaddress 1. Fleet l_cmcl[nc� bl VC City A-t ICIYt-tIC Bec cl-1 J State �L Zip �LZ3�j Phone J E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company C(OtiJrl POOle,_ 1r1C, Qualifying Agent BrckcL(e.y (✓ar(e-IC.i Address 3C'OL ?int I I QS H I�'YllA cky City 3 crde multi IlL State FL. Zip 3ZL0 1 Office Phone (d DLA} S 5S-Li 300Job Site Contact Number l q OLl) 75'1-17 D State Certification/Registration# CPC-I (279 E-Mail Sh tee. C�' C(c U)Y)?o!?I.S i r1 C, Cc vw' Architect Name&Phone# B0.1k� DC` iCJj� ^[►1C . ( cjo11) 2-70 - Dr/5 Engineer's Name&Phone# Workers Compensation Insurer FC -1 OR Exempt n Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done it colnpliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU.INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N TI w' OF COMMENCEMENT. / ignature o wner or Agent) :na 1117:17" on rac o SiU►tl�ned and swop n to(or affirm d)before me this/ nay of Signed and sworn to(or affirmed) before me this day of �''wl ,;Lao , by Il;, %L Or , by e)( A 1In7W11/. (NI na �re SN9tary —— �cRY Pbs� aary Pubry ac t .e of lorida `�.ode TERI ANN HOWARD r M Commission GG 226935 +°4C, Notary Public-State of Florida Personal) Known OR 11'orExpires 06/10/2022 (\j Personally Known OR Commission r GG 321964 ' [4/ y a°' •�cr r.�'• My Comm.Expires Aug 5,2023 [ ]Produced Identifica • - [ Produced Identification Bonded through National Notary Assn. Type of Identification: Type of Identification: I Municode Page 6 of 14 b. Offsite parking plan in compliance with subsection (e)(4) and the following: 1. A single access with dimensions; 2. Buffering for adjacent waterways and streets, as approved by the building official; 3. A temporary fence location, height and type of fence with screening. (4) Fencing plan, showing location, height and type of fence with screening or evidence that proposed construction does not warrant a construction fence in compliance with subsection (g)(6) as determined by the building official. (5) Location of construction trailer(s), loading/unloading area and material storage area. (6) Location of chemical toilet(s). (7) Location of dumpster. (8) Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with provision of adequate parking and delivery of materials. (9) Other activities, where special conditions are identified by the building official. (c) Approval/waivers. The building official shall review, approve or deny the construction site management plan. The building official is hereby authorized to grant waivers from submittal requirements and corresponding standards: (1) If the requirement is unrelated to proposed development; or (2) If the impact of the proposed development is negligible in the submittal requirement area. (d) Parking during development of project. (1) Parking on-site. Contractor shall provide for parking on the project site and abutting right-of-way to the greatest degree possible. Alternative parking sites may include adjacent vacant lot or offsite,parking lots in the immediate area as approved in the site, management plan. (2) Access. Use of the public right-of-way for access to and from the project site as shown on the construction site management plan shall be strictly managed by the contractor. Contractor shall maintain the public street adjacent to the project site free of dirt, sand or any other debris resulting from construction activities. The public right- of-way adjacent to the project site shall be broom swept on a regular basis keeping it free of dirt, sand and other debris. Failure to remove said material on the day of occurrence is a violation. (3) Temporary graveled or stabilized area for construction access and parking. Contractor shall provide a graveled or stabilized area as shown in the construction site management plan. The stabilized area shall be located at points where vehicles enter and exit the construction site and the parking location. When a right-of-way area is used for parking, the contractor shall provide a graveled or stabilized area on the right-of-way. Upon completion of the project, the contractor shall restore the right-of- way to its original condition or better. The purpose of the graveled or stabilized area at the entrance to the project site is to eliminate and reduce tracking or flow of sand, mud, concrete wash or other related material onto the right-of-way. (4) Offsite parking. If the construction site management plan illustrates proposed parking in the right-of-way, the application shall be accompanied by a city right-of-way permit. The building official may temporarily permit offsite parking on vacant lots other than the project site with the written permission of the owner of the lot where the vehicles are to be parked and in compliance with the following standards: https://library.municode.com/print.aspx?h=&clientlD=10377&HTMRequest=https%3a%2f... 8/6/2014 �' General Notes GENERAL NOTES: 1. These plans are suplimental plans to the site civil plans prepared by Goodson Nevin Associates engineers. All phases of work with the entry plans will require coordination with the site contractor. Topographic boundary survey, including propert lines, le al description, existing utilities, site topography with spot elevations, outstanding physical features and existing structure locations was provided by Durden Surveyors. The contractor shall review the Goodson Nevin Associates engineering sets prior to beginning any work. The contractor shall acknowlege the existing conditions for these plans may vary based upon the site work contractors progress. 2. Burke Design Inc. will not be held responsible for the accuracy of survey or for design errors or omissions resulting from survey inaccuracies. 3. All phases of site work for this project shall meet or exceed City of Atlantic Beach site work specifications. 4. The general contractor will be held solely responsible for and shall take all precautions necessary to avoid property damage to adjacent properties during the construction phases of this project. 5. Warranty / Disclaimer The designs represented in these plans are in accordance with established practices of landscape architecture for the design functions. Neither the landscape architect nor its personnel can or do warrant these designs or plans as constructed except in the specific cases where the engineer inspects and controls the physical construction on a contemporary basis at the site. 6. For base boundary, roadway and building geometry information see Goodson Nevin Associates plans. It is the Contractor's responsibility to verify that the entry feature dimensions shown on the engineering plan agrees with the dimensions shown on the landscape architectural plans. If any dimensions do not agree, the landscape architect, engineer and owner shall be notifiedd the a dimensions adjusted prior to commencing with construction. 7. Contractor shall furnish shop drawings, as requested in these plans, to landscape architect indicating materials and manner of installation for all components of the project prior to purchase of materials and construction. 8. Contractor shall verify and protect all existing trees and natural vegetation that are to remain undisturbed. The areas indicated for construction shall be cleared and grubbed to remove all roots and miscellaneous vegetation except specific trees that shall be protected from damage during construction with the use of 9. tree barriers. Trees to be preserved are flagged, contractor shall verify before the start of construction. All work shall be performed in a safe manner. All safety rules and guidelines of OSHA shall be followed. The Contractor shall be solely responsible for any injuries of his employees, and any damage to private property or persons during the course of this project. All i;osts associated with complying with OSHA regulations and the Florida 10. Trench Safety Act must be included in the Contractors bid. All improvements shown are to be warrant d by the Contractor to the Developer for a period of one year from date of acceptance by the Owner. If the work is in the County Right—Of—Way or easement, the Contractor's one year warranty shall extend to City of Atlantic B ach. 11. Contractor shall verify existing elevations at connection points prior to construction and notify Landscape architect of any discrepancies. 12. See geotechnical report for site preparation regiirements. 13. The contractor shall coordinate the grading and, drainage construction with all other construction. 14. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction. 15. The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities ties may vary somewhat from the locations shown there may be utility y ti y facilities existing that are not shown nor indicated on the drawings. The site utility contractor shall contact all agencies with utility facilities in the vicinity of the work and shall locate all underground facilities before beginning work. The contractor shall protect all utility facilities and repair any damages resulting from their work. in conformance with the contract documents an;d specifications and relocate if required at no cost to the owner. FILEET LANDING NIMNSTREETPL A PLANS One Fleet Landing Boulevard, Atlantic Beach, Florida 32233 16. All underground utilities shall be installed prior to preparation of subgrade for pavement. 17. Any unsuitable material encountered and excess suitable fill material shall be removed from the site. The contractor shall be responsible for the removal of all unsuitable material and replacement with structural fill. See geotechnical report. 18. Do not scale these drawings. Use dimensions only. 19. A qualified soils laboratory shall be on site during excavating to determine the suitability of the existing sub—grade and existing on—site material prior to beginning any filling operation. 20. Grading contractor shall take all available precautions to control dust. Contractor shall control dust by sprinkling, or by other methods as directed by engineer and/or owner's representative at no additional cost to the owner. 21. Contractor to coordinate all work with other utility installations not covered in these plans (Electric, Telephone, Gas, Cable, Etc) and allow for their operations and construction to be performed. 22. Cut and fill slopes are not to exceed 4:1 unless otherwise noted. 23. Contractor shall repair or replace in—kind any damage that occurs as result of his work. 24. All soils test reports to be submitted to Project Manager. 25. All debris resulting from all activities shall be disposed of off— site by the Contractor, 26. All walkways shall be layout for approval before constructing, Zoning: PUD 90-88-135, RE#: 169397-0200 ISSUE FOR PERMITTING: May 27, 2019 REVISED Oct. 28, 2019—Coleman Drop Off SheetI REVISED Nov. 12, 2019 -Coleman Grade Coordination LS -1: Master Site Plan LS -2: Reuse - Demolition Plan LS -3: Layout Plan A LS -4 Layout Plan B LS -5: Layout Plan C Ls -6: Layout Plan D LS -7: Grading Plan A LS -8: Grading Plan B LS -9: Grading Plan C LS -10: Grading Plan D LS -11: Site Furnishings and Signage A LS -12: Site Furnishings and Signage B LS -13: Landscape Site Lighting A LS -14: Landscape Site Lighting B LS -15: Paving Details LS -16: Village Center Entry Details LS -17: Pilaster and Wall Details LS -18: Flag Area Walls LS -19: Signage Details LS -20: Fences and Gates LS -21: Trellis Details LS -22: Coleman Fountain Details -1 LS -23: Coleman Fountain Details -2 LS -24: Main Street Fountain Details Site Fleet Landing Vicinity Map D FOR CODE COMPLIANCE r OF ATLANTIC BEACH pERMITS FOR ADDITIONAL tREMENTS AND CONDIT ONS I BY: ATE: v JAN 2 3 2020 t,"cling NOTES �j� E J,' _, Pro'ect Flood Zone: None J All Structural Elements, Signs Walls Etc, Designed in Accordance with Section 1609 of the Florida Building Code for 130 mph wind loading Prepared For: Naval Continuing Care Retirement Foundation Inc. Prepared By: xBURKE designinc. Planning & Landscape Architecture 1015 Atlantic Blvd. Suite 323, Atlantic Beach FL, 32233 PH: 904-270-0751 E: bburkedesign@gmail.com STRUCTURAL: LOWE ENGINEERING OFF�cFC Opy 12" PALM / • 12• PALM /2' PALM 0 • 22' OAK • 10' PALM - ,10' P � ® 18' OAK v • 15' SYC4, o1 fL: • 10' MA8N011A %_ OAK I F.F.€. (10.18) Now r` lu p • TR 139 — --- _ ° 12 I!I it +; :.f•. •N 17 _MUCH I EC ---=--=-------_- -meg-_,_-�_ i; � \' F •„ 15 18' , :j. IMy 0 133 �• 12 ?,. 1 TR #138 •41 • 1•: f' El _n •Nil \\ .9' PALM •N10 a • 8' OAK O • 1 • OMC 0' OAK 8. OAK 18' PM1E • 8' OAK a' OAK 12' CHER12 It' PINE . 14' PI 12' 1 • •11' PALM • •12' PALM 1,' PALM w • ITR #137 8' OAK•• 'i - • r •,:t N3 N® 23' OAK / 1 f e wa is 10' PALM• • / Nom. f1' 1 4, LIMIT WORK COLEMAN C m M N `Z C a E U COP WAU • 12' PALM • 9 9' PALM NE P O 18• PINE •9f' ® 16' MAGNO - 24' SYCAMORE •. • Q / "• , %,C ;�., t j". r "� 11' PALM 1,' PALS" PALM s • I I I J 12' OAK - - c,. w • u 10' OAK t C0' OAKL • ;7' OAK • 9' HOLLY • 20. OAK O • 20' SYCAMORE ' 9" HOLLY - ' ALM • 18" OAK " PALM. ®17, • 9' 1, . HOLLY 0 22" OAK • 20' OAK 12' PAfA11 .16 :i" vlK „ OAK 8' OAK • i t OAK 8' OAK. 15' OAK • 15" QA•0( 9� O X12, OAK FS_� 24' OAK • • 15" OAK /k/ • TR TR #132• N 33 • N132 • N1 2 N131 N 43 N4 1 N1 9 N 37 N1 0 ¢� ;3 r= - I •I N1 8 N•36 a ( N144 • FN135 • ,., „N5 N 45 N134 Mn 0 N 26 N N 52 • N46 N2 2 N N151 • I co • N147 N150 • • T 4 co N O 49: N48 N12 El • TR28 • TR 4 4x, ° • N 5 N46 • • • '` -- '}.;. • TR #12 9 TR #25 SO • • TR 7 i TR # 1 • TR 2 • N52 N53 • # N57 TR #19 #2 TR10 TR_y 5' - • T 21 p. •.. 16 • TR #22 • • ^ /-^ TR , 14 /..'. • TR #23 'n sr �i s,,,,,, �� • TR #8 % c - ���� I / ` • N57 .13 Ohl it N -51A ul MATCHUNE B - - it* .PALM I 22* OAK N:;Si +j • 12" PINE. • 13" OAK - - • 17" MK 92' OAK CD rl :4r: `•. y, -? / 10' PALM t.� PI ±..r ,'.'" - - 12- PALM - - ai. �QA 16' OAK 13' PALM _ i.. 13- PALM".EPE ° \1 I I I I 'fkVx/ % yamZ / %\ \\\ //r I °/✓i'' 2 .10' U0. — \/ ,is- OAK ®i8- OAK 11' PALL! V 1 12" PAALM ,2' PALM Site P}dh Scale" V= i1 '++6 � 1 JE1. F me, . STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination SCALE: 111=301 PROJECT NO: 13-295.12 i LS- 1 Permit Set SHEET NO: 1 of 24 6 m C m M N `Z C a E U If Cfro a3 m c U C C G C Y w � (� 1L1 �LO LO m" O U� C� M N Orn a i1 '++6 � 1 JE1. F me, . STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination SCALE: 111=301 PROJECT NO: 13-295.12 i LS- 1 Permit Set SHEET NO: 1 of 24 RE- Use Demolition Plan Scale" 1 "=30' LP ECM ea F.F.E. (10.18). \ TCM E M _ ECM ECM - i UNDERGROUND ECM F. F. E. (10.18) (` WATER VAULT TCM----�-- -- -- - ECM WLM. `I \ `- ECM WLM % C ECM W'LMIM \ ECM WLM WLM ECM T ti WLM Icv ib ECM / TR #1329 47, -- - -- --- CONCRETE ...___._ _. WLM • 7F�> # 131 I --------.__--- WLM j • TR 139 WLM 'GLM } �.. S o .� TW ECM ®2 A\16 GLM 01— I ,P �� \�� �� 11 WLM' �q •(Vt7 O�'� h0 M ECM hf \\ ? NV. 59s) _ III s" PVC I V. (s.1036' MH " — 1 N III \\\ 36" SMH B I RI (10,58) M (1101) - TCM ,; i .. .. ... . .. it I ON 15 18 - 1 P. I 133 • 3 / 8 33 w ___-_ WLM WLM WLM WLM WLM WL h4 W - L I �� -I N• 2 ICv 1 • 12 Y 1 • N143 • TR #138• ® 0 7 N141 • D4 cv I 3 O16 9 N 1 l: 1 - *N5 APR XI IIAT —�— N 5 0 R ,s• PALM o co ® N15 *N10 0 0 /�� 21 T logo4 (\ /J �TR #137 WV � -WLM GLM - i W! M WLs- M WLM --1 •, 1 - .� �� // ; C! \ r,i—ir-d-.,� V F / ECM ,SL FLP / ECM{ / \\ \ \ \ \..;N O ECM CM aSLM �J ,- -"ECM ECM , M ECV �_- \ • 12" PALM oSLM �G 11 PALM G O O ®N41- • 76" P M FOHH S� g61g�9�1 •"�A F1RE i DEPARTMENT r` N CONNECTION F F.F.E. (9.88) F.E.E.®(10.06) ,r STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: I"=30' PROJECT NO: 13-295.12 LS -2 Permit Set j I .gHFR'T' N(1' 9 .,f 9/1 V m 15 M M N M Q ® J U •� a J cu cu Q m � m O U� c C C a (� Q� M Y M � .Q .- co O U � � w cV QO L(? O - tJE V F / ECM ,SL FLP / ECM{ / \\ \ \ \ \..;N O ECM CM aSLM �J ,- -"ECM ECM , M ECV �_- \ • 12" PALM oSLM �G 11 PALM G O O ®N41- • 76" P M FOHH S� g61g�9�1 •"�A F1RE i DEPARTMENT r` N CONNECTION F F.F.E. (9.88) F.E.E.®(10.06) ,r STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: I"=30' PROJECT NO: 13-295.12 LS -2 Permit Set j I .gHFR'T' N(1' 9 .,f 9/1 f Flag Plaza a R5.0 • 22' P/waving Type E: Conc. Paver I ` Flag Plaza,See Details Header ba (See Detail E/ LS -15) A- LS -17 ' Pavers Pedestrian use ECM a r , ♦' \ 23/8- ( MM)Pavers -- Walkwaya — f OA �� � » Herrin ne attem (90^) ♦ W L M ...� 6 P/ �— terAllComers Pavin Type icture Frame w er E r:. Paving Yp Edge ; M Walkway — (See D ll D/ LS -a �♦ y 4 / '9c♦ 16 MAG GLIA / ti ♦ �, Q Paving Type B: Picture Frame ♦ ' �. (See Detail B/ LS -15) � � e � ,Q ECM t' ��, � %,, ° e Header band s Triple Header band E . ouble H r band ♦ WLM Q, '•� - --` 35.1 , 1 Flush Hearer Civil FoDetai) ♦ Pedestri rossin g Pavi e E-A: R16.3 » H L s (Se etail LS -15) 12" PAL / F / Vehicul se Flag Pole Landscape / 8 6 3k (8 M)Pavers 7.0 4 Herrin one Pattern ( ) ♦ NO VIDE COST TER° Walkway / R CID 1 11/ E MYRTLE 70 SUB TOTE ST ING FOR CO < �sAT . . STER 0 Paving Type D-1: Picture Frame w Paver ° Edge (See Detail D/ LS -15) f �� INalkwa / N2 K C: rquet Paving T Y ` (See D ail C/ LS- M 1 �► Tom; E v1 ' destrian Crossing ♦ / Walkway Paving Type\ . re Frame w Paver Edge (See Detail D/ - �C i FL P EC � -� LL F r �'°�: Conci e Pav Paving Type E' t 'els ♦ M �3s 5 t L (See Detail E/ LS -15) \ ♦ o SL Vehicular Use ♦ ` a Fa°8 - Bollards ` 3 l" (80MM) Pavers T Y'Herringbone Pattern (4 5 C5OC --__-- NOTE. IN CONTRACT NO ) SUBSTITUTE TO � \ � ►, Se Detail J/LS-15 �;;, E PROVIDED - B ROV \ Y. Fountain Plaza LP e Pving Type • Conc. Paver \\ !/ Walkway ® OAK ® 2 0 " A /\ FACE OF F00 � ---' � Paving T Fountain va \'Oee Detail E/ -15 8 9 Ype B: Picture Fram ' see s . ) ' t Pedestrian Use ° � < (See Detail B/ LS -15) 71 ;� 2sis° (soMM)Pav / I Pavers TC R 11.5 " Herringbone Pattern (90") / / Bollards 6 PALM Header Band, Miter All Comers L 5.a TCM ECM 5' 0C� , FH Col m C nter ! M +— See Detail J/ -15 o tain, 'Is 23 �, a �""� � (See Detail E/ R Entry Pilaster s2. ° 6' HT PVC Screen F ce 4♦ Ra.o LS -17) J � ` �* , I See Detail D/ -17 to 0+00 I� C 3. I ECM 4 M C C3 I V ILI E RE , H / ��� \ \ ------ BEGINNIN NY CONSTIR N / - ,}- E v — - Pedestrian Crossing . _--- ,� � CM a ° Paving Type E-A: - Walkway Detail E/ LS 1 �. < . •a . (See Det _ 5) 0 ' �� �<<� i t o Vehicular Use 29 W L �' j %' a Paving Type D: "cur e w Pave ` < h� r..� 3 "' (80MM Pavers 6.3 FII ,,i 1' Will Flu rerCurb 4. �� S0e0eta� 15 T O VERIFY ) _ r, ,' (See Civil Plan etail) I -- - EC ECM (S-06 ) Herringbone Pattern (45^) � ,, ' OF 8 „ PVC �C� NOTE: PROVIDE COST ALTERNATIVE TO �i•'� C e -- \N4,4\ V I ; Mm4 ' < M N SUBSTITUTE STRIPING FOR PAVERS Pedestrian Crossing 6.5 4.5 --12') ') ,R15 0 ECMWLM - -- Paving Type EAConcrete Pavers � Q -- . e o TCM 13„ OAK WV CLL WLM (Se Detail 5 C3FLP ° . WLM ECM � , -Vehicular us a 3 (80MM CM 43 R10.0 ° e )Pave 10.3 _ — a < 5 0W. / a - Herringbone Pattern(45^ ° ° NOTE I TE TO ` < e a N SUBSTITUTE � 9 , . � CONTRACT NO SUBS / V J 0 BE PROVIDED ee ° . • a . � .� ” Landscape ° ° PALM®< ° �® OAK Walkway 5.o e N42 N o MH ECM ' 36 E -.L Walkway Paving Type E: Conc. Paver y ELECTRIC MH Paving Type B: Picture Frame (See Detail E -B/ LS -15) L Walkway J Pedestrian Use 12' 0 0 avid - �� ® OAK (See Detail B/ LS -15) 2 a n18.3 �j � Yp � r rame 318" (60MM) Pavers p _ s , 6 ��I� I 5); ECM ,eq 20' OAK I V.j f Landscape , / Walkway Po Cochere 9 OA 12.4 F0 HH . Paving Type A: Bro Finish o TCM \` Paving pe E: Concrete Pavers (See Detail A/ LS -1 o (See Detai LS -15) d Vehicular Use (80MM) Pavers Herringbone Pattern (45") S �6 Header Band, Miter All Comers Illi ® 10 PALM ` \ o ® i V lli G o .• 1 1 PALM • OAK :0 STATE OF FLORIDA: LA 1260 12 " PALM* I I ` TNIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OFBURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE q ` OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. LIII s DRAWN BY: KD TCM f- GL nil l J F �c /9 8S) CHECKED BY: BB i fill° < r�I'� A , ' r: Walkway a r ing Type D: Picture Frame w Paver Edge ` See Detail DP - g-5 N32 �� ( T 11. �. (t < PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination O'9 n17.1 N33 - 14 15" PALM Call Before You Dig .11%Walkway/ PALM` N38 12'` P� y . Pi re Frame f SCALE: I"=10' N35 ee et S-15) 1 PA ® PROJECT NO: 13-295.12 ° X36 PA 4 Layout Plan - 3 LS �- Scale" .. =101 Permit Set fh ,� .. N Q M a J 1= O •— q J M Cc ♦ � j U � c a70 M Y M �w 714 a� mo U ' O CV o.. Vehicular Use ♦ ` a Fa°8 - Bollards ` 3 l" (80MM) Pavers T Y'Herringbone Pattern (4 5 C5OC --__-- NOTE. IN CONTRACT NO ) SUBSTITUTE TO � \ � ►, Se Detail J/LS-15 �;;, E PROVIDED - B ROV \ Y. Fountain Plaza LP e Pving Type • Conc. Paver \\ !/ Walkway ® OAK ® 2 0 " A /\ FACE OF F00 � ---' � Paving T Fountain va \'Oee Detail E/ -15 8 9 Ype B: Picture Fram ' see s . ) ' t Pedestrian Use ° � < (See Detail B/ LS -15) 71 ;� 2sis° (soMM)Pav / I Pavers TC R 11.5 " Herringbone Pattern (90") / / Bollards 6 PALM Header Band, Miter All Comers L 5.a TCM ECM 5' 0C� , FH Col m C nter ! M +— See Detail J/ -15 o tain, 'Is 23 �, a �""� � (See Detail E/ R Entry Pilaster s2. ° 6' HT PVC Screen F ce 4♦ Ra.o LS -17) J � ` �* , I See Detail D/ -17 to 0+00 I� C 3. I ECM 4 M C C3 I V ILI E RE , H / ��� \ \ ------ BEGINNIN NY CONSTIR N / - ,}- E v — - Pedestrian Crossing . _--- ,� � CM a ° Paving Type E-A: - Walkway Detail E/ LS 1 �. < . •a . (See Det _ 5) 0 ' �� �<<� i t o Vehicular Use 29 W L �' j %' a Paving Type D: "cur e w Pave ` < h� r..� 3 "' (80MM Pavers 6.3 FII ,,i 1' Will Flu rerCurb 4. �� S0e0eta� 15 T O VERIFY ) _ r, ,' (See Civil Plan etail) I -- - EC ECM (S-06 ) Herringbone Pattern (45^) � ,, ' OF 8 „ PVC �C� NOTE: PROVIDE COST ALTERNATIVE TO �i•'� C e -- \N4,4\ V I ; Mm4 ' < M N SUBSTITUTE STRIPING FOR PAVERS Pedestrian Crossing 6.5 4.5 --12') ') ,R15 0 ECMWLM - -- Paving Type EAConcrete Pavers � Q -- . e o TCM 13„ OAK WV CLL WLM (Se Detail 5 C3FLP ° . WLM ECM � , -Vehicular us a 3 (80MM CM 43 R10.0 ° e )Pave 10.3 _ — a < 5 0W. / a - Herringbone Pattern(45^ ° ° NOTE I TE TO ` < e a N SUBSTITUTE � 9 , . � CONTRACT NO SUBS / V J 0 BE PROVIDED ee ° . • a . � .� ” Landscape ° ° PALM®< ° �® OAK Walkway 5.o e N42 N o MH ECM ' 36 E -.L Walkway Paving Type E: Conc. Paver y ELECTRIC MH Paving Type B: Picture Frame (See Detail E -B/ LS -15) L Walkway J Pedestrian Use 12' 0 0 avid - �� ® OAK (See Detail B/ LS -15) 2 a n18.3 �j � Yp � r rame 318" (60MM) Pavers p _ s , 6 ��I� I 5); ECM ,eq 20' OAK I V.j f Landscape , / Walkway Po Cochere 9 OA 12.4 F0 HH . Paving Type A: Bro Finish o TCM \` Paving pe E: Concrete Pavers (See Detail A/ LS -1 o (See Detai LS -15) d Vehicular Use (80MM) Pavers Herringbone Pattern (45") S �6 Header Band, Miter All Comers Illi ® 10 PALM ` \ o ® i V lli G o .• 1 1 PALM • OAK :0 STATE OF FLORIDA: LA 1260 12 " PALM* I I ` TNIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OFBURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE q ` OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. LIII s DRAWN BY: KD TCM f- GL nil l J F �c /9 8S) CHECKED BY: BB i fill° < r�I'� A , ' r: Walkway a r ing Type D: Picture Frame w Paver Edge ` See Detail DP - g-5 N32 �� ( T 11. �. (t < PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination O'9 n17.1 N33 - 14 15" PALM Call Before You Dig .11%Walkway/ PALM` N38 12'` P� y . Pi re Frame f SCALE: I"=10' N35 ee et S-15) 1 PA ® PROJECT NO: 13-295.12 ° X36 PA 4 Layout Plan - 3 LS �- Scale" .. =101 Permit Set Ce UU UUtdll /-V ntral Sculpture r�r� TBD NIC �. o _ #-1-5f 16 „ Film curb i i 1 I TR • HT Knee Wall � - w \ l "`: \ I \ • , . • Detail B/ L 7 (See T _ O O O ' FAuh He der - - . \ I I 1 \ �/ 000 ♦ M �� _ _ N RIM ELL _ CE 29.5 4� �o.O� ?7; ••a: — — ,f-' \\ Patio •P� See Arch Plans ' 00 !' , q•. e ' .:.R5.0 /i <r. Opp -- Entry PilasterV, OPP � • • .,, � o ��• (See Detail E/00 Flush loop ti a ECM d _ Pedestrian ECrossing_ ,Walkway PavingT e E: Concrete av r ----------- a. a r t J H Paving Type D: Pictur6e�, rame Paverad e , z (See Detail E/ LS -15) ° $ g EMH C (See D/ L Vehicular ° vv� -I ( S-15) �; E N1 _ 3 - (8d,W) Pavers HemngbomPattem (45^) Walkway R2.0 vvyvvv WLM- I Y INV h, IPaving Type D: icture Frame w Paver Edge -i \ l CV 6 r `� { (See Detail D/ L -15) / j l 3 ECM i �r�_ j { MATCHLINE BWV 1 y �q WLi I 0 " PALM* M 1 PL ECM I ' �V' ® „ PI . 1te ECM Entry Pilaster � r $COfE-- - i d < °- ^ (See Detail E/ LS -17) Pedestrian C ssing i Paving T e E-A: 70 M (See D it E/ LS -15) WLN1 - ;= ehicular Use Walkway �e , ' Paving Type A: Broom Finish N22 3 S (80MM) Pavers K a : , --- -_ -------- Herringbone Pattern (45A) g YP -------- @ ECM NOTE: PROVIDE COST ALTER% Nr✓E Q a, :.. (See Detail A/ LS -15) TO SUBSTITUTE STRIPING FOR ' a - - I �° R15.0 �A / r1 '/ .e • 1 WLM/16 a d / ECM- fF(i�l'1 'a • / a Temp Bollard cation f 13.5 °>� •. J'.. stall Foo r and Locking Mechan�sm'P�t`' i De it ee Detail J/ LS -15) ECM % f lli�e ;,- ,' .�r • j Directional Si - GLM.: (See Detail LS-? ;'' WL ^ ,4•. LM ECM / GLM WL ./ LM Walkway Paving Type D: Picture Frame w Paver Edge (See Detail D/ LS -15) • q • 1 ` EC Pe trian Crossing - '° -:° SV GLM ving Type E-A: i a E M See Detail E/ LS -15) Vehicular Use C 3 8" (80MM) Pavers ' Herringbone Pattern, (45^ 22 PIN , y NOTE: PROVIDE COSTALTER/°NA E ! M O' I 0 \ TO SUBSTITUTE STRIPING FOR'CONC. i Walkway ECM 8 Paving Type D: Picture Frame w Paver Edge (See Detail D/ LS -15) ECM ML ECMwoo goo F T Sim 005 woo** • l - .... top OL �► N ECM ♦. FL P g Plaza R5.0 q�.L:IV ° ing Type E: Conc. Paver �, � � a o ,.\ -,' ECM ee Detail E/ LS -15) �` a•t,'' - I Pedestrian Use f j ECM - 2 3/8" (60MM) Pavers ' ,• erring bdne Pattern ((90") .-' der Miter All Comers PaVln T � �' �� M v Paving Type j). -Picture Frame w a�%r Edge„ < <� (See Det�l D/ LS--15�% _ _y 0„ MAG OLIA / tii� Walkways LIMIT WORK CONTRACT A � ' �F ♦ ECM ,;;;, \ \, :L Paving Type D:.� re Frame w Paver Edge Header band EC ii > Triple Header band �' / (See Detail D/ LS= ~ ouble Header band W L M y 351 1' de Flush Hearer Curb ��� PedeStfla Crossingv>'� TCM ee Civil Plans For Detail) , �i,'i \ i Paving `Ip 'II Be Di - e E-A: 16.3 FT ' H L =_ _, L (:Sed Detail `E1 LS -15) F — VehicuiarUse ® 6 3 k (80MM) Pavers j n. t < Herringbone Pattern (45")' FL NO PROVIDECOST TER%NATIVE E MYRTLE TOSUBST[TUTESTRIPING FOR CO .` EC _ l STER av��a Walkway N2 K " , mm o \ Paving Types C. rquet (See De ail C/ LS f;KAA 6.1 \ Layout <\Scale" � �� _ I D ii•- CIS / -----'moi — ': / ,`\ 0 N CL i .0 a m C a CL 0 a ■J / $? S VA e STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination IF SCALE: 111=10' PROJECT NO: 13-295.12 LS -4 Permit Set CT-TPFT T\Tr) * A „-r 0A U CO N M a J E L.L O v U • e �° m •m c � ^ v ! J O E m U V �1 'E _ � c N CL Q � M N N Y M � w � M5 LL \ ? 0 U 1 _o Q w"Y LO CL 0 N CL i .0 a m C a CL 0 a ■J / $? S VA e STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination IF SCALE: 111=10' PROJECT NO: 13-295.12 LS -4 Permit Set CT-TPFT T\Tr) * A „-r 0A o SMH is • a • lM (11.01) .■MATC.HLI E C\ Rl 0.53�° _ • ■ ri - - - s tld17 .d` F ..111 WL10 44 • �° 6• 15 _ 18 a i br `+• .•� 7• va R15.0 `a• a' `Q. ° n $ n May • e. ing Type B: Picture Frame t o 30.0 �,. _ I;. —_ __ a I ee Detail B/S-15)0.+. 4, ! d° WL • - -- 8 SNL M� V1/L M � ' • V 11 L M !VLM W v`� M 0 120''13 _ i_� -_ - --- — Paving • � •y 7 _..a d. Walkway Type C Walkway Walkwa Paving T (See Detail C/ LS -15) ---- 90.0° g Ype C 7 TR #1380 Walkway ; P vin e F Rock Sal Paving T�p _ �[-j(!S�eeDetail C/LS Paving Type F o k Salt (See Detail F/ LS -15)S y 33 ^ (See Detail F •• :. En( ryPilaster , • (S a Detail E/ LS 1 p�-�•�_ • ' .•, . _ P ng Ype E: Concr vers N • Peo destrian Use Use Walkway •a• .. •, al.. .:e.•:1 d f :� e. • ' A! ' . • .•... • .' ......•.. • • '.a —S i—a — as — a. .:. • _= �-� 16 . •, Pavers (e rs Hem bone Pattern a Paving Type B. Picture Frame eaIVIIMPS, Band Miter AlC �e s4!Cart Parking (See Detail B/ LS -15) 12.0 PavinType E: Concrete Pavers "w •,.�... - , $ee Detail E/ LS -15) 46. 3 _ __ . , • , _4WLM v �1���.�1 ��i ♦. r � �—,:::�/ ; v ,► . .., �. ��I � � �, �"� SOONER ,r�{ r r{ r ^, ' y ♦Ia � ; ' � •a'e�•a��iii� I�I♦I♦I �I♦I���♦�� I ��♦�� { �i {{+�i{r•�{'n 3',,♦I I I ♦ �I� ��'r.•j�' { �I I I♦ ♦� ♦ r � ♦ ; r ♦I rr♦ ♦ , r♦ ♦ r , ISI: . i. + ra r {{r { •�� � � ♦ � ♦ ♦ v � r]"'� { air r • j.♦j ' r lilyt1� 1 �, , . i Details { A� . A A IU •` 1 f • CA� V ♦ r ♦ �♦ ' uu ��♦I �� I � ♦oar � •ee :j♦��j�V� r� �♦�� i♦I�I� I 'r♦♦ hj; r♦ ♦� r♦�i♦j*♦�♦ , ♦ ♦ I ♦�l�y' . • 'Il'• ((•]]1{ .. 'rr{ ! • • ���♦j� � � ;�j♦ r♦j♦j♦ r♦� � ♦I �I;�1 , �♦ j .�• N�f♦ ' ►♦ISI � • I ■ � .. :F r • j. •Yr{��r�� ,l' � ' -. - �{ r•�y,�r - S' +, Is , r {.r I`I ♦�� ♦,♦ ��♦ r ♦ . ♦I � r♦♦j I. '� ♦ � , ::,f. ty'ul,tl: { r{fi y { + • { {� ► �,. ►{ Lir{{ r : � i■u ■ • • • . .R��%'.�A➢y..8 AI �T � ♦� � .�� � , ♦ ��I � { ♦ �" - ��i a � e i �i r L��' , .� � �•,►`r`�{►'� { � r{��.�'��� i■u0■1 ,■i -_ ♦jj ,'� ♦ ./{ :., ! ., ,.r ,n:r r„r ,; r- is i { r • r{ {"+r s {•{h�"qr• + r{{r { •� { ra ,Or W{Landscape { � r KIM r{ { {r { r {r a r {{ �r a 1 :� �w{•'r� jlr5r •�{ •�rr #�\rir + i{{ +� •r"�+ r� , i r • :. (� f ,. �r � •.al +a1 {�a{r { • / i a •+ • � ♦ r{' A';W ' •� i •.. .r �. _. � :.>-.I, - ��..� „G, .`4/. �,. �{ r{r♦• { ♦ A r r t`. J «-�I..' �'lrl'•-'aid•' ' ` \�? �1�. v- '�•s.L�l1" � ■ ` i. ��`� � � Z�,I• ♦ � ♦' ' ' � � � ♦� I♦ v♦ h•f♦ � .�"', - _ ;;r �!�1♦ ♦ � � aiT•r. s, _i -1d i'Ir�.� � i' {` •`.�y{ � � � r. {+♦ { i` r�+��! {t � ;. II -ar ■ r • • ' , • � f, { . r♦�♦�♦ � r ♦ �� � ♦ I I I ♦j. .�♦ . ♦ ♦ r��♦I � .► I �`► �{� lir ,. � .. 'rt;l,'.{+�t' ��y� '� yr_i , r{�1 ♦ { r+ r.� � r =�•y%r .�,{ � ., ! ••:. '° "�y' ' ♦ • ,♦ I♦I. 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Pedestrian Use • ; ., .','.• ' ; ! !°. {° :." a' • ' - 2 3/6" (60MM) Pavers - Herrin bone Pattern 6 Walkway .a;...a. , = : :. _ 16 s ) I _ Header Band, Miter AO C mers a o u t Plan �, q 'iRsmp •G(Vil'}irryig •'I'Y°':—�., 12.0 Paving Type B: Picture Frame .. ' '¢.' i n n See D 7 - _= - =° - :'.a::A �, N5 T 01 — Cart Parking' ( etail B/ LS -15} ': "4.: 6.5 1 cale 1 111 n c� o z 4� 0 C) C.� CL Cn y� Ct3 0 W CL 0 i �r h yw 11 40 t�tldeR7 thN, STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination SCALE: 111=10, PROJECT NO: 13-295.12 LS -6 Permit Set SHEET NO: F of 24 ® M v 04 C'0 w J E �L • � � N �c6 J iV E m U c G C 70 m a ca Q N `" Y �.../ so �w aLO in U.0 N Qo LO0) QCL c� o z 4� 0 C) C.� CL Cn y� Ct3 0 W CL 0 i �r h yw 11 40 t�tldeR7 thN, STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination SCALE: 111=10, PROJECT NO: 13-295.12 LS -6 Permit Set SHEET NO: F of 24 00 Tree To Be Removed �. ♦ �✓ L C, M r' Tree To Be Removed I ' ( 22 PINE EL:10.20 cross Slope GJ - Construct Swale ® ML X X10.30 ♦ a ECM . .(� e ..� ♦ ♦ ,, Top of / X QJ L18 OAKI 99 ' �—�L_ �, ooter:1 Light Pole To Remain i yr .�� �� ..I 16 PIN - _/ 055 / �G- 00 �. M 1 EL/11.' °, .13 �g ° Ce T -9c� �° �� x 16 " MAGN LIA< < x / 0 10 �c E 1 �► - ,� `'� ° Y X9.90 X� 'i� x Silt F } i ince Tree ProtectionE / D� j H 12 p, PAL • X Top of �EL:12.00 X �J° XF rT Foots 51 1 �° ,\\ (} /' /t. 0 0 6 ✓1 a. ® K \ X �0 x X MYRTLE ° x ECit EL:10.20 n . 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DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: 1"=10' PROJECT NO: 13-295.12 LS -10 Permit Set CTTFRT T\T(-1, 1 n --r QA U e N •� m ¢ M ire aca—� LL N • • caw (D J (D G m a) �I 70 a Q� M 0� 0)w �U) co 0 U O ZV Qo �0) o= 0- r ✓ .�g, av STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: 1"=10' PROJECT NO: 13-295.12 LS -10 Permit Set CTTFRT T\T(-1, 1 n --r QA MATCHLINE B 4 \�`�� LEGEND �i� � � . �■ �. � �� �� � r o � .� �� ter. �� � \� r r , _ _ _ - - - 2 L j. �B Bench '� Trash Receptacle P-2 Pot- 2' Dia BR Bike Rack P-3 Pot- 3' Dia (T Game Table P_4 Pot- 4' Dia H2O Water Fountain FP Flag Pole Trash Receptical P-1 913-764-8181 Pot- 1' Dia See Anchor Detail, Surface Mount Provide Cut Sheet Submittal SCHEDULE SITE FURNISHING SCHEDULE Main Street Hardsacpe -� i D O 0000 0000 4� 000 .000 0000 0000 22" PINE000 \ 00► 000 0001, 9 • ` µ10 3_P_3 i i ..., a 6" PALM „l <l i i AREA: SITEFURNITURE : L QTY SYMBOL ITEM MANUFACTURER Phone Model# Color NOTES SHOP DRAWING REQ'D 7 B 3 TR Bench Jayhawk 913-764-8181 JP025-2 Green See Anchor Detail, Surface Mount Provide Cut Sheet Submittal 2 T Trash Receptical Jayhawk 913-764-8181 PB 32RICHGRE-32 Gallon Green See Anchor Detail, Surface Mount Provide Cut Sheet Submittal 712 BR Game Table Bike Rack) TBD Jayhawk 913-764-8181 r See Anchor Detail, Surface Mount Provide Cut Sheet Submittal 5 Loop In -Ground Green See Anchor Detail, Surface Mount Provide Cut Sheet Submittal 2 P-1 1' Dia P St Augustine Cast Stohe 904-794-2626 TBD TBD 4 P-2 2' Dia Pot St Augustine Cast Stoner 904-794-2626 TBD TBD vr� ♦ 13 P-3 3' Dia Pot St Augustine Cast Stone 904-794-2626 TBD TBD rr� V1 3 P-4 4' Dia Pot St Augustine Cast Stone 904-794-2626 TBD TBD 40 Bollard Bollard JR Hce & Sons 606-248-5560 150-6sf-wl Twist Lock Base Green Provide Sample &Cut Sheet Submittal 2 H2O 1 F Water Fountain ELKAY elkay.com LK4410 Green Or Equal -Budget Item Provide Cut Sheet Submittal Flag Pole Concord America -Coyle &Sons 35' Nautical Series NDM35F81 TBD Per Manufactuer Provide Cut Sheet Submittal M N M Q o J E L O �N J EM m U� fu a Q � a cy�Y M � U) Q D LL m� 09 O M� CV µ 0 rn ,T r2 L 4, M N M Q o J E L O �N J EM m U� fu a Q � a cy�Y M � U) Q D LL m� 09 O M� CV µ 0 rn ,T r2 C" STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE:May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 1 Grade Coordination SCALE: I"=16 PROJECT NO: 13-295.12 LS -11 Permit Set SHFF.T NCS: 1 1 _-F QA C r .y N LL W vr� ♦ rr� V1 ca C" STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE:May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 1 Grade Coordination SCALE: I"=16 PROJECT NO: 13-295.12 LS -11 Permit Set SHFF.T NCS: 1 1 _-F QA I If III iI( .M III III III III III Ill Ill tater tttttt..11l � ttltt(♦ t. tt� — a. ttatt� , , , , I , / -- - �N 17 �_ E C F J`• 0 O f? #7 •j TR #28 N11 • N,5 N 4 6 Bench Iv IIIIIra Trash Receptacle P-2 Pot- 2' Dia BR Bike Rack LUJ Pot- 3' Dia i Game Table P-4 Pot- 4' Dia H2O I FP Flag Pole O O -- - CA) �v C:� O P Ide CN 9h. t bmhW T sn Regegkal 2fable O 3-i9LB1B1 HGRE: G 11- GreaA' 9 A h DMall 9 H IMu t P. IdeC fil�'YB bmmel d%1= D8eBI CD , , , , I , / -- - �N 17 �_ E C F J`• 0 O f? #7 •j TR #28 N11 • N,5 N 4 6 10 X29 TR # 1.. N47 ° • TR # 12 ° TR #5 • TR • Y ' N3 #25 • 7 N50 .,. • • -�. �� 91 � • __ • N52 TR #2 N51- ° O O r / ---- TR # 17 TR 10 TR TR 1 � r 9 Y w I 14 � • ' �„ ,. ,< W TR0-10 IS #$0000 , 0000 • ryY \ as r t ♦ ' Ole 2 MATCHL.INE B I vv r.. ttttttr. ttrttlttIts Ittttttttrttttttttttttttr. It� i�ir.�fry,.��...�� � \� - 'O`'G N� 2 N� 3 N� 7 N1 N140 • N144 N N� 2 � N 1 N15 0 � N149- N0 TR #19 'I LEGEND © Bench Iv Trash Receptacle P-2 Pot- 2' Dia BR Bike Rack P-3 Pot- 3' Dia ® Game Table P-4 Pot- 4' Dia H2O Water Fountain FP Flag Pole SHOP D"WN RREVD B B h S TR CA) �v C:� 9 Arrch Dotall, rlaC bkuM P Ide CN 9h. t bmhW 10 X29 TR # 1.. N47 ° • TR # 12 ° TR #5 • TR • Y ' N3 #25 • 7 N50 .,. • • -�. �� 91 � • __ • N52 TR #2 N51- ° O O r / ---- TR # 17 TR 10 TR TR 1 � r 9 Y w I 14 � • ' �„ ,. ,< W TR0-10 IS #$0000 , 0000 • ryY \ as r t ♦ ' Ole 2 MATCHL.INE B I vv r.. ttttttr. ttrttlttIts Ittttttttrttttttttttttttr. It� i�ir.�fry,.��...�� � \� - 'O`'G N� 2 N� 3 N� 7 N1 N140 • N144 N N� 2 � N 1 N15 0 � N149- N0 TR #19 'I LEGEND © Bench Iv Trash Receptacle P-2 Pot- 2' Dia BR Bike Rack P-3 Pot- 3' Dia ® Game Table P-4 Pot- 4' Dia H2O Water Fountain FP Flag Pole P-1 Pot- i Dia SCHEDULE: See Sheet LS -1 SITE FURNISHING SCHEDULE Li Iv m Main Strep[ H%—. a Cq CV F OTV SYMBOL ITEM UFACTURER Phane Dalar NOTES SHOP D"WN RREVD B B h S TR 93'1g1-0101 �v teaR 9 Arrch Dotall, rlaC bkuM P Ide CN 9h. t bmhW T sn Regegkal 2fable 3-i9LB1B1 HGRE: G 11- GreaA' 9 A h DMall 9 H IMu t P. IdeC fil�'YB bmmel d%1= D8eBI CD U k ep-7840101 n routs rem, as AnaharSt M Y P-2 7DI.Pat AUBusllnaCas/510haBD4 �AUS{uMIM Cast Stone -IBd-2820 M.— BD18 +� w PA S'Dle PotTBD5-7942020 TBDohartl+t69S8B0 k4mo H U Ot 1 TWlat lock Bese reah2 o N ,Fauntaln1(A P el reah rEqual1 Fla Pola COnaDM Amerlaa-Cele SBOI16 Sarl�ONDMNF81. TBD Por ManuW_ ProvWe Cut Sheet BubmlRdl STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: II'=16' PROJECT NO: 13-295.12 LS - 12 Permit Set qT-TFFT T\T(l' 19 of 7A Li Iv m M Cq CV u O �v L U J d%1= CD U a Co Q � M Y M +� w k4mo U Ot r.a � C5 CV Q O STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: II'=16' PROJECT NO: 13-295.12 LS - 12 Permit Set qT-TFFT T\T(l' 19 of 7A J I I '00 J --6 �JT ITFF �1 ��� �c � Fes_. �D a,y 'i LEGEND /010 NO a 1 ® /Jj � A ♦♦ ` 0000�� �i ♦ ♦' 22" PINE ♦ � r 16" PI —00 B (2)4 3% A D<a f D 0 ((B (2) - o DO o Dn • 9 .......... MATCHLINE B 10010 B (2) & F DA C' DH 101 F.F.E. (9,88) 0F.F.E. (10.06) i q Post Light B Landscape Light C Bollard Light D Carriage Sconce E Flag Uptight F LED Strip Light G-1 Fountain Pump &Lighting A G-2 Fountain Pump & Lighting B i H Sign Lights -Electrical ' DO GFI Duplex Outlet LED Strip F Site Lighting Schedule: Main Street Hardscape DRAWN BY: KD CHECKED BY: BB Description Symbol Qty ISPecification Phone Notes Steet Post Light: (To Match Main Street Lecesse installed) A 27 Hadaco Match EXisitng Landscape Light (25w LED with Flood Distribution) Bollard Light Pilaster Sconce B C D 28 30 5 LITHONIA Li htin -TFX LED 409 MVOLT THK DDBXD (904) 646-4772 Hadco 03361 LIED -(904) 646-4772 FOUR LIGHT JT2172.1.61 Flag Lights E 2 HYDREL- M9410C LED Strip F 120 LF TBD Sign Light G 2 Hydrel 4750L CIS 4FT 100oLMF 30K MVOLT MFL Duplex Outlet DO 4 Weather Proof Type Fountain Pump -1 F-1 1 IseeSpecs Fountain Pum -2 (DELETED) F-2 0 Note: Provide All Circuits with Photo Cell On & Timmer -OH For Information Only See Electrical Plans r 9�� W ifs y - STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB \� PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification O2 11-12-19 Grade Coordination C; SCALE: I"=16' W 13-295.12 PROJECT NO: V C 0 LS - 13 Permit Set SHEET NO: 13 nf 24 ! CL \\\ IIS 4B (2 ) \\\ �n WLM \\\ INV. (5.93 !! 8 " PVC -----. \\\ \\\ 36„ SMH \\\ \� IM (11.01) I� I ( --d- WL W M WLM WLM WLM WLM D I WLM WLM %— / ECM F.EE. (10.18) /ECM ECM WLM i=CM A13 J I l' WLM ® vvL M -- -- (,W, L M 0 i ---� ----------------- I _--- 0 rAf PROXIMATE F VVATEI:' C�? Cni /6(2) i B - - — `\ O O 5B(2) o - o El I 1 � 0 36" SANT Ptrl MH N RIM EL.E 9.34) M -- _ A ECM \ �, --- ®I 36 " EMH — �� 36 EMH EC —_M NLM Q VtrV , E"\ WL ICV M��TCHLINE B °ECM wv WL \ r M ECM I W >L E C,M 6 WbV ° ECM,,; LEGEND Q Post Light g Landscape Light C Bollard Light p Carriage Sconce E Flag Uptight F LED Strip Light G-1 Fountain Pump &Lighting A G-2 Fountain Pump &Lighting B H Sign Lights -Electrical DO GFI Duplex Outlet For Information Only See Electrical Plans MC STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. a� M 10 LD Q N M m J E 10-28-19 Coleman Drop-0ff Modification ILL �U U •® a U— N c6 �, ^^ � (I)E Co O � U W c a C co Q70 M ` N M 7 :3w U >� ma U � O low M N c VPermit U-)0) IER,",T At SHEET NO: 14 of 24 MC STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. a� CHECKED BY: BB PLOT DATE: May 27, 2019 c� 10-28-19 Coleman Drop-0ff Modification C1 O2 11-12-19 Grade Coordination C a / SCALE: 1"=16" U PROJECT NO: 13-295.12 o �a c VPermit s SHEET NO: 14 of 24 N I Wp� W MC STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF BURKE DESIGN INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF BURKE DESIGN INC. DRAWN BY: KD CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 10-28-19 Coleman Drop-0ff Modification C1 O2 11-12-19 Grade Coordination C / SCALE: 1"=16" U PROJECT NO: 13-295.12 o LS- 14 VPermit Set SHEET NO: 14 of 24 PREMOLDED EXP. MAT'L 4" W/ POLYURETHANE JOINT 4" 4" 1/4" R, 1 /2" SEALANT 3/$rr ~ FINISH PER PLANS 1/2 "~ 1/4" R. 1 Ae•T„4 . '.4 das T„ Ad ,..e. T" a G n – .... a a < �-111 •—III—III—III IIII—III—III—III' —III—III—III—III—III—I I I�I I I —III -1 1 1-1 1 1—III—III—III—III' EXPANSION JT. CONTRACTION JT. CONSTRUCTION JT. AS SHOWN ON DRAWINGS SCORED JTS. USE WHERE SEPARATE General Conc. Walkway Notes POUR WOULD OCCUR 1. SPACING OF ALL JOINTS TO BE AS SHOWN NOTES: ON PLANS AND/OR SPECIFICATIONS REPERTO PLANS POR PAVING PATTERNS PAVERS SHALL BE 4" x 8" x 2 4' CONCRETE PAVERS, 5HELL5TONE.,COLOR TO BE SELECTED 2. EXPANSION JOINTS REQUIRED WHERE ABUTTING BYTREMRON (8Gs) 358-5900 ALL STRUCTURES, BACK OF CURBS AND WITHIN ANGLE EDGE RESTRAINT SHALL BE ALUMINUM, +X 2 4 ANGLE, MILL FINISH, AS MANUF BY WALKS AT 30' OC MAX PERMALOC, OR APPROVED EQUAL CURVE EDGE RESTRAING EVENLY AND 5MOOTLY WITH CURVE Of WALK, GROUT PILL BETWEEN 3. LAYOUT OF JOINTING IS AN INTEGRAL DESIGN EDGE OF RESTRAINT AND BRICK PAVER ELEMENT AND SHALL BE LAYED PER PLAN/DIMENSIONS AS SHOWN PEDESTRIAN USE: 3000 PSI CONC. 3000 PSI CONC. VEHICULAR USE: 4000 P51 CONC, 3000 PSI FIBER REINFORCED OR CnNI(- FIBER REINFORCED OR WWFG"-G": W 1.4 x W 1.4 TOOLED JOINT FIBER REINFORCE WWFG"-G": W 1.4 x W 1.4 THICKENED V� V� THICKENED IA/Wf G" -G": W 1.4 x 3 CONC. WALK W/ BROOM EDGE EDGE FINISH AND PATTERN PER PLAN #4 KEBAB 411 to 8" CONC. WALK #4 REBAR 4" CONC. WALK _\CONT. See Plans For Location CONT. 4" CONC, WALI; SECTION WIDTH $ LENGTH VARY —SEE PLAN--------------- -- - - - _- 5" BAND - - FLOAT FINISH — _ - - — -- x ------ — - -- -- o c --------------- ---------------- 8" to 12" See Plans For Location SECTION WIDTH * LENGTH VARY WHEN W IS EQUAL TO W/0.02 CROSS SLOPE FLUSH HEARDER CURB BACK OF SIDEWALK * BACK OF SIDEWALK CROSS—SLOPE DROP * CROSS—SLOPE DROP (See CMI Plans) 1 s' FLUSH HEARDER CURB SEE': PLAN 400TH RECOMMENDED MAX. JOINT SPACING FINISH (FEET) - --SMOOTH - _ -- 6 4.0 WHEN W IS EQUAL TO W/0.02 CROSS SLOPE FLUSH HEARDER CURB BACK OF SIDEWALK * BACK OF SIDEWALK CROSS—SLOPE DROP * CROSS—SLOPE DROP (See CMI Plans) 1 s' FLUSH HEARDER CURB SEE PLAN PAVEMENT THICKNESS (INCHES) RECOMMENDED MAX. JOINT SPACING 1 5 (FEET) 3.5 6 4.0 10 4.5 10 5.0 12 6.0 15 OVER 6.0 15 ALL CONCRETE CURBS SHOWN ON THESE PLANS SHALL HAVE SAWCUT JOINTS 0 10' O.C. AND EXPANSION JOINTS ® 40' D.C. MAX. CONTROL JOINTS SHALL BE CUT 4-12 HOURS AFTER POUR MAX. ash Salt from Walk After 24 our5. WHEN W IS EQUAL TO W/0.02 CROSS SLOPE FLUSH HEARDER CURB BACK OF SIDEWALK * BACK OF SIDEWALK CROSS—SLOPE DROP * CROSS—SLOPE DROP (See CMI Plans) 1 s' FLUSH HEARDER CURB TYPICAL HC RAMP 8" CKUSHCRETE 3000 P51 CONC. FLUSH CONC HEADER CURB SEE CIVIL PLANS 3 8" (80MM) CONC. PAVERS FIBER REINFORCED OR (Ribbon Curb) HAND TIGHT JOINTS, ON WWFG"-G": W 1,4 x W 1.4 TOOLED JOINT SLOPE I ° SAND CEMENT SETTING DED 3000 P51 CONC. THICKENED ED JOINT CONC. WALK W/ BROOMEDGE d• : �� ...-7 FLUSH CONIC HEADER CURB FIBER REINFORCED OR CKENED FINISH AND PATTERN PER PLAN I- -- - =-I '. SEE CIVIL PLANS G -G 10-1 O E.W.W.M" EDGE 4" CONC, WALK CONC. PAVER l` ------__ (Ribbon Curb) CONC, WALK W/ ROCKSALT #4 KEBAB `-�-- CONT. MORTAR IN COMPACTED SUBGRADE FIN15H AND PATTERN PER PLAN PLACE 4" CONC. WALK 4" A: PAVER SECTION: VEHICULAR AREA #4 KEBAR STRUCTURAL solL DONT. 4" CRUSHCKETE FLUSH CONC HEADER CURB sTRucTUI SECTION SEE CIVIL PLANS ` (Ribbon Curb) 2 8" (GOMM) CONC. PAVERS HAND TIGHT JOINTS ON 3 8" (80MM) CONC. PAVERS HAND TIGHT JOINTS, ON I " SAND CEMENT SETTING BED 8" CKUSHCRETE TOOLED JOINT -THICKENED EDGE WIDTH * LENGTH VARY SLOPEWIDTH It I FNGTH �/ARY WIDTH & LENGTH VARY' " SAND CEMENT SETTING BED 5" BAND SEE PLAN FLOAT FINISH, SMOOTH TOOLED JOINTS (all) 4" BAND FLOAT FINISH; SMOOT II Illillllijillilllllillllllll� -=-=- --- Ijilllllllilllllllllljlllllj�-- - i�IIIIIIIiJjIIIIIIIjIjIIIIII __ Iililllillllll -_ _ _ - Illlillillllil _ - IIIIIil LIIIIIIiII - _ -_ IIIiilllllf-== - --- 1I I I i l l I TOOLED JOINT �IIIIIIIIIillll= __ I —_ I II lis Ill I III — I - illll,lllll IIIIII- - x _- _ Ililillllljl�ijlllj j I I � -- - - - ilillllllllll - Illlljllilllil - I(I,IIII�IIIjjl�llllijj1111 TOOLED JOINT - - - - III lIIIIIIIII IlllllYljijljllllljijljlil 30 or 48" SQ PARQUET PATTERN HEAVY BROOM FINISH, ALTERNATE FINISH DIRECTIONS AS SHOWN MODULAR PAVER EDGE HEADER COURSE MITER ALL CORNERS PROVIDE EXPANSION JOINT EVERY 30' PROVIDE EXPANSION JOINT EVERY 30' PROVIDE SAW CUT CONTROL JOINT PER PLAN PROVIDE SAW CUT CONTROL JOINT PER PLAN PAVING TYPE A B PAVING TYPE B C PAVING TYPE C LS -15 BROOM FINISH CONC. N.T.S. ___VLS-1-5-7 PICTURE FRAME BROOM FINISH CONC- N T S LS 15J PARQUET E3ROOM FINI(Zf• 8' BENCH SEE SITE FURNISHING SCHED LS -2 FOR SPECIFICATION 5" X 4"Stainless Si Sleeve Anchor 1 Per Mount Hole Concrete Slab r1 BENCH ANCHOR DETAIL LS -15 ) N. T. S. .T. S. m SEE PLAN m co 1 5 & TRANSITION REQ'D (See Civil Plans) [761 -S-2 =— -- - — _ _ — ------------ AND VALVE MAINTENANCE 1 112' O.D. WASTE 3° CIFICATION � OR LESS THAN 7.0' Flnl5h wal:loat or W SIDEWALKCROSS—SLOPE S�, 22, N ®� I- C a 0 0 o 5. Ft `of rfac Su e Area. � m M� CURB ash Salt from Walk After 24 our5. �' DROP TRANSITIONS * —. 33 0 (Not Shown) I" Postic –20 S.S. Installoti,n/ Caps for Bar Opening _J INSTALLATION OF HISFOUNTAIN MNE SURE SUPPLY Removal Bar 0 (Not Shown)Twist oak 3 N C6 i RSTOp LINENK AND LINE LLOW EXFRA SLACK FOR FRONT PLAT �i FOR FRONT PLATE m� �,, , CL 11/2" OD. o Z\ - 3' MIN. 4' REMOVLAGwD VALVE CCE REmIovALANovALveaccEss. ca N O TAILPIECE Concrete Anchor o creie n 1/2-13UNC X 4' LONG 1 [3.21 Drop G_ ANCHORS 4X 3``L� DESIRABLE N 2 (SUPPLIED), Note: 5 (BY OTHERS) \7 �7177717 (6os r, lzbans depends on local soli conditions and engineering requirements. ,(606 d . •� TRUNCATED A �� u. `D 8" REINFORCED CONC. RAMP '.`.' DOMES — %2" PVC WATER LINE '� FDOT STANDARD � U See Detail cv w N w = Concrete Slab OP OF CURB FACv `.' CV N 2, INSTALLATION TO BE COMPLETED (See Civil Plans) 3. DO NOT SCALE DRAWINGS. A F ROAD RAMP SECTION GUTTER ?" MAXIMUM LS -15 Ain LIP ALLOWED TYPICAL HC RAMP 8" CKUSHCRETE 3000 P51 CONC. FLUSH CONC HEADER CURB SEE CIVIL PLANS 3 8" (80MM) CONC. PAVERS FIBER REINFORCED OR (Ribbon Curb) HAND TIGHT JOINTS, ON WWFG"-G": W 1,4 x W 1.4 TOOLED JOINT SLOPE I ° SAND CEMENT SETTING DED 3000 P51 CONC. THICKENED ED JOINT CONC. WALK W/ BROOMEDGE d• : �� ...-7 FLUSH CONIC HEADER CURB FIBER REINFORCED OR CKENED FINISH AND PATTERN PER PLAN I- -- - =-I '. SEE CIVIL PLANS G -G 10-1 O E.W.W.M" EDGE 4" CONC, WALK CONC. PAVER l` ------__ (Ribbon Curb) CONC, WALK W/ ROCKSALT #4 KEBAB `-�-- CONT. MORTAR IN COMPACTED SUBGRADE FIN15H AND PATTERN PER PLAN PLACE 4" CONC. WALK 4" A: PAVER SECTION: VEHICULAR AREA #4 KEBAR STRUCTURAL solL DONT. 4" CRUSHCKETE FLUSH CONC HEADER CURB sTRucTUI SECTION SEE CIVIL PLANS ` (Ribbon Curb) 2 8" (GOMM) CONC. PAVERS HAND TIGHT JOINTS ON 3 8" (80MM) CONC. PAVERS HAND TIGHT JOINTS, ON I " SAND CEMENT SETTING BED 8" CKUSHCRETE TOOLED JOINT -THICKENED EDGE WIDTH * LENGTH VARY SLOPEWIDTH It I FNGTH �/ARY WIDTH & LENGTH VARY' " SAND CEMENT SETTING BED 5" BAND SEE PLAN FLOAT FINISH, SMOOTH TOOLED JOINTS (all) 4" BAND FLOAT FINISH; SMOOT II Illillllijillilllllillllllll� -=-=- --- Ijilllllllilllllllllljlllllj�-- - i�IIIIIIIiJjIIIIIIIjIjIIIIII __ Iililllillllll -_ _ _ - Illlillillllil _ - IIIIIil LIIIIIIiII - _ -_ IIIiilllllf-== - --- 1I I I i l l I TOOLED JOINT �IIIIIIIIIillll= __ I —_ I II lis Ill I III — I - illll,lllll IIIIII- - x _- _ Ililillllljl�ijlllj j I I � -- - - - ilillllllllll - Illlljllilllil - I(I,IIII�IIIjjl�llllijj1111 TOOLED JOINT - - - - III lIIIIIIIII IlllllYljijljllllljijljlil 30 or 48" SQ PARQUET PATTERN HEAVY BROOM FINISH, ALTERNATE FINISH DIRECTIONS AS SHOWN MODULAR PAVER EDGE HEADER COURSE MITER ALL CORNERS PROVIDE EXPANSION JOINT EVERY 30' PROVIDE EXPANSION JOINT EVERY 30' PROVIDE SAW CUT CONTROL JOINT PER PLAN PROVIDE SAW CUT CONTROL JOINT PER PLAN PAVING TYPE A B PAVING TYPE B C PAVING TYPE C LS -15 BROOM FINISH CONC. N.T.S. ___VLS-1-5-7 PICTURE FRAME BROOM FINISH CONC- N T S LS 15J PARQUET E3ROOM FINI(Zf• 8' BENCH SEE SITE FURNISHING SCHED LS -2 FOR SPECIFICATION 5" X 4"Stainless Si Sleeve Anchor 1 Per Mount Hole Concrete Slab r1 BENCH ANCHOR DETAIL LS -15 ) N. T. S. .T. S. m SEE PLAN G -Series - 06" Twist&Lock'" Removable Bollard co 401/2" FURNISHING [761 -S-2 =— -- - — _ _ — ------------ AND VALVE MAINTENANCE 1 112' O.D. WASTE 3° CIFICATION � Parts List Flnl5h wal:loat or W lO Cast Iror Twist&Lock Base S�, 22, N ®� I- C a Installaiian/Removal Bur 5. Ft `of rfac Su e Area. � m M� 0 ash Salt from Walk After 24 our5. MI N INSTALLER INIPORTANT READ T IS DURING t, ~ —. 33 0 (Not Shown) I" Postic –20 S.S. Installoti,n/ Caps for Bar Opening _J Trowel and Spread Rock Salt_, INSTALLATION OF HISFOUNTAIN MNE SURE SUPPLY Removal Bar 0 (Not Shown)Twist oak 3 N C6 i RSTOp LINENK AND LINE LLOW EXFRA SLACK FOR FRONT PLAT �i FOR FRONT PLATE m� �,, , CL 11/2" OD. o Z\ - (BY OTHERS) REMOVLAGwD VALVE CCE REmIovALANovALveaccEss. ca N O TAILPIECE Concrete Anchor o creie n 1/2-13UNC X 4' LONG 1 [3.21 PROVIDE EXPANSION JOINT EVERY 30' PROVIDE SAW CUT CONTROL JOINT PER PLAN D PAVING TYPED LS -15 PAVER EDGE PICTURE FRAME BROOM FINISH CONC. N.T.S. LS -15 CONCRETE PAVER N.T.S. (Vehicular) ?�— CONC. EDGE RESTRAINT PER MANUFACTURES RECOMMENDATION COMPACTED SUBGRADE B: PAVER SECTION: PEDESTRIAN AREA 4 x8 CONCRETE PAVERS FIELD, SEE ABOVE SECTION FOR RY' VEHICULAR AND PEDESTRIAN AREAS 6 WIDTH � LENGTH VA i SEE P LAN � 4 x6 CONCRETE PAVERS X HEADER COURSE MITER ALL CORNERS- 0 PATTERN PER PLAN SEE SHEETS LS -2 thru L5 -G NOTES: PAVERS TO BE INSTALLED TOP SIDE DOWN, HAND TIGHT JOINT REFER TO PLANS FOR PAVING PATTERNS TYPE A VEHICULAR AREA: PAVERS SHALL BE 4" x 8" x 3 g (80MM)" CONCRETE PAVERS, "BRICK SHAPE".,COLOR TO BE SELECTED TYPE B PEDESTRIAN AREA: PAVERS SHALL BE 4" x 8" x 2 3/8" (GOMM) CONCRETE PAVERS, "BRICK SHAPE".,COLOR TO BE SELECTED. 13YTREMKON (8GG) 358-5900 ANGLE EDGE RESTRAINT SHALL BE ALUMINUM, 1-1" X 2 4 ANGLE, MILL FINISH, AS MANUF BY PERMALOC, OR APPROVED EQUAL CURVE EDGE RESTRAING EVENLY AND 5MOOTLY WITH CURVE OF WALK. GROUT PILL BETWEEN EDGE OF RESTRAINT AND BRICK PAVER PAVING TYPE E 'RASH CAN [10291 G -Series - 06" Twist&Lock'" Removable Bollard co 401/2" FURNISHING [761 -S-2 ROCK 5ALT,FINISH AND VALVE MAINTENANCE 1 112' O.D. WASTE 3° CIFICATION � Parts List Flnl5h wal:loat or W lO Cast Iror Twist&Lock Base S�, 22, N ®� I- sinless Steel ichor ant Hole Slab TRASH CAN ANCHOR DETAIL J BOLLARD DETAIL LS -15 % BOLLARD FOOTING: 16" Dia x 8" Deep, 3000 PSI Conc. FLOAT FINISH SURFACE SEE PLAN G -Series - 06" Twist&Lock'" Removable Bollard co 112' IPS SUPPLY ALLOW 13' [203mml OF SLACK IN SUPP_Y LINE FOR STRAINER Twist&Lock track, rotate bollard clockwise until it drops into place, use set ROCK 5ALT,FINISH AND VALVE MAINTENANCE - Parts List Flnl5h wal:loat or W lO Cast Iror Twist&Lock Base S�, O2 301n Lgng Stainless SieeI I- C a Installaiian/Removal Bur 5. Ft `of rfac Su e Area. � m M� 0 ash Salt from Walk After 24 our5. MI N INSTALLER INIPORTANT READ T IS DURING t, ~ —. 33 0 (Not Shown) I" Postic –20 S.S. Installoti,n/ Caps for Bar Opening _J Trowel and Spread Rock Salt_, INSTALLATION OF HISFOUNTAIN MNE SURE SUPPLY Removal Bar 0 (Not Shown)Twist oak 3 N C6 i RSTOp LINENK AND LINE LLOW EXFRA SLACK FOR FRONT PLAT �i FOR FRONT PLATE m� �,, , CL 11/2" OD. o Z\ - (BY OTHERS) REMOVLAGwD VALVE CCE REmIovALANovALveaccEss. ca N O TAILPIECE Concrete Anchor o creie n 1/2-13UNC X 4' LONG 1 [3.21 Drop V co (SUPPLIED) ANCHORS 4X /H° CL ARANCE ch 112' IPS SUPPLY (SUPPLIED), Note: 5 (BY OTHERS) -- �7177717 (6os r, lzbans depends on local soli conditions and engineering requirements. ,(606 d . A u. `D %2" PVC WATER LINE U � U 30'SQU 4RE CONCRETE SLAB (8'r OTHERS) cv w N w = Concrete Slab CV N 2, INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. DO NOT SCALE DRAWINGS. WATER FOUNTAIN ANCHOR DETAII LS -15 N.T.S. J BOLLARD DETAIL LS -15 % BOLLARD FOOTING: 16" Dia x 8" Deep, 3000 PSI Conc. FLOAT FINISH SURFACE SEE PLAN G -Series - 06" Twist&Lock'" Removable Bollard co Slide installation bar through openings in top of bollard, lower bollard into c� Twist&Lock track, rotate bollard clockwise until it drops into place, use set ROCK 5ALT,FINISH screws to secure Globe top. Parts List Flnl5h wal:loat or lO Cast Iror Twist&Lock Base WhI e Concrete 15,,Still Wet. O2 301n Lgng Stainless SieeI ' 5e I OLb of Rock Salt per 100 C a Installaiian/Removal Bur 5. Ft `of rfac Su e Area. � m M� 3O 3/8" Stainless 3 -eel Set ® Plastic Screw Screws ash Salt from Walk After 24 our5. Caps (2) O S�reWs (2)et (2) 04 3/8" Plastic Screw Caps (2) t, —. 33 0 (Not Shown) I" Postic –20 S.S. Installoti,n/ Caps for Bar Opening _J Trowel and Spread Rock Salt_, Removal Bar 0 (Not Shown)Twist oak 3 N C6 i emptrrary Cost! Plug } Q L1 G' m� �,, , OCast Iron o Z\ - d Twist&Lock base Concrete Anchor o creie n Drop TMO & IIII Ifs_ IIIA - �= 4&J.R. HOE --cra�eiANusoNs Note: 5 Footer detail is for reference only; proper footer construction Ph: (b06121K 5560 (6os r, lzbans depends on local soli conditions and engineering requirements. ,(606 J BOLLARD DETAIL LS -15 % BOLLARD FOOTING: 16" Dia x 8" Deep, 3000 PSI Conc. FLOAT FINISH SURFACE SEE PLAN co N c� n ROCK 5ALT,FINISH LL O U � • ® c Flnl5h wal:loat or WhI e Concrete 15,,Still Wet. - ' 5e I OLb of Rock Salt per 100 C a C cc Q 5. Ft `of rfac Su e Area. � m M� ash Salt from Walk After 24 our5. ) t, Trowel and Spread Rock Salt_, U ' o 3 N C6 i Q L1 G' m� �,, , o o Z\ - d PROVIDE EXPANSION JOINT EVERY 30' PROVIDE SAW CUT CONTROL JOINT PER PLAN PAVING TYPE G LS -15 ROCK SALT CONC. DETAIL N.T.S. ALUMINUM EDGING, %8" X 6" HT. WITH 12" HT. ALUMINUM STAKES AT 24" O.C. MAX. GROUNDCOVER or SOFT PAVING SOD COMPACTED CLAY SCREENINGS METAL EDGING - SOFT PAVING DETAIL 5/ IN. 1.J. U 2 co N c� n J E LL O U � • ® c U M fA A m m U C a C cc Q � m M� ) W ED O U ' o N C6 i C) LID � m� �,, , o d r, tl STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: As Shown PROJECT NO: I LS- 15 PERMIT SET SHEET NO: 15 of 24 Cast Stone Cap ------ - -- _. ---------- ---------_ 8 x8 x I G' CMU BLOCK I � rn - i(4 Course) , If - - --- -CMU KNEE WAL4- STUCCO FINISH ----- - - _ 8"x 1 2 x 1 G' CMU BLOCK- -- - - I --------- -- ! 18"x 1 2"x 1 G" CMU BLOCK 8"x 12'x I G' CMU BLOCK i Lwalkway_ ___.. (G Courses) I I ----------------------------------------------------------- ----- I -'------------------- -------------------------------- - 1 � ------- CONCRETE FOOTING , f CONCRETE FOOTING 81 1 ADVISORY POTENTIAL EXISTING UTILITIES, FIELD VERIFY VILLAGE GREEN ENTRY PLAN & ELEVATION BEFOREOTH BEGINNINAL G ANYC CONSTRUCTION AUCTIONON BEFORE BEGINNING ANY CONSTRUCTION EPS FOAM TRIM SEE DETAIL 1-5-17 #4 REBAR CONT. #5 VERT REBAR 8X8X I G CMU STRUCTURE PROVIDE SILL BLOCKS A5 SHOWN — GROUT VOID 50LID — DURO WALL REINFORCEMENT EVERY 3 COURSES — PILASTER TRIM, SEE E-1-5-1 7 PROVIDE 3/4" PVC CONDUIT FOR LIGHT FINISH GRADE 8" ABOVE Fgoo 0 3000 P51 CONC. F —0 #5 BAR 10" O OTTO Min. 3" COV EBAR (SEE SHEETS LS- I thru 1-5-8 FOR GENERAL LOCATION INFORMATION) T BOND BEAM I n5et Line Both Sides Section 3 31 4"- - El ❑ C m El 1771 ❑ Section 2 r I =Iwz I I ------------ — -- — -- — --- — — — — — — — —--------------------------- — - �i ns -2 DELETED MIRRORS OTHER SIDE NIC 'A Curb Roadway See Civil Details CV Section 4 B Entry Wall Details LS -16 SCALE: 1/2"=11 0 2" x 2 " EPS FOAM TRIM - 2 — 2' #5 VERT REBAR FINISt1 GRADE -- 4 8" ABOVE FOOTER COMPACTED 5UB GRADE < I KAY �: .1.1 „ " I 95% MODIFIED PROCTOR 4 PVC DRAIN HOLE 2' OC COMPACTED SUB GRADE 95% MODIFIED PROCTOR Interlock CMU Here - Section 1 #5 - Vert. Rebar Per Detail 8"X8"x I G" CMU BLOCK 8'-2" 2F /.. #5 -Vert. Rebar Per Detail 8"x8"x 10' CMU BLOCK D a❑a❑a❑a❑• CMU Brick CMU Line Section 2 Interlock CMU Here r— 8"x 1 2'x I G" CMU BLOCK Open For Efts Footer Rebar Per Detail Interlock CM i CMU N PILASTER SEE DETAIL C -LS- 18 i Carriage Lamp To Be Selected Cast Stone Cap (Both Sldes) (Alt: Tremron Paver Cap) I _ I Stainless Steel Cut Metal Text ;I S-1 I 1 BEVEL STUCCO 1 INSI meet Landing - -I 1 -VILLAGE---GRE i o 2 S-1 , - 8"x 1 2"X 101 CMU BLOCK (G Courses) Minimum Distance -' 1 Is "T Stucco Flnlsh ,.-. 8"x->5'x1E'-CMU BLOCK - i I_ Swale ! (4 Cour5e�5) 1 i Curb I _ o�I CONCRETE FOOTING —- - - -------------------------------------------------- ------------------------- L 81 1 ADVISORY '-- POTENTIAL EXISTING UTILITIES, FIELD VERIFY BOTH VERTICAL AND HORIZONTAL POSITION BEFORE BEGINNING ANY CONSTRUCTION (SEE SHEETS LS- I thru 1-5-8 FOR GENERAL LOCATION INFORMATION) - CAST S AS FABRICA TINE CAST STONE FINAL PROFILE — #4 REBAR CONT. —8" COAT BOND BEAM •8"x8"x I G" CMU BLOCK CMU STRUCTURE, FILL ALL CELLS PROVIDE SILL BLOCKS AS SHOWN #5 VERT REBAR, I G" O.C. i z" STUCCO FINISH, MATCH HEALTH CENTER COURTYARD PILASTERS BEVEL STUCCO 8"x 12"x I G" CMU BLOCK GO MIL WATERT PROOF LINER A9I"( 2" x 2 2" EPS FOAM TRIM N o #4 REBAR CONT. Planting 2" PVC WEEP MOLE 3' OC Soil _3.. - #5 VERT REBAR, I G" OC 3000 PSI CONC. FOOTING 4- #5 BAR CONT. NKEY = K Y w/ #5 24" TRANSVERSE Min. 3" COVERAGE AL REBAR COMPACTED SUB GRADE 95% MODIFIED PROCTOR Cast Stone Cap (Alt: Tremron Paver Cap) -- CMU -KNEE WALL-- - STUCCO FINISH _ 8"x 12 x I G' CMU BLOCK (5 Courses) I F Wish Grade 0� (5" All Top of Footer CONCRETE FOOTING PRICING ALTERNATIVE I TREMKON-ROMA EDGER CAP, 2" OVEKMANG (COLOR TO BE SELECTED) DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS CARRIAGE LAMP N M Q a -1 E ro U- O _.... I - y I E c •V �V j DURO WALL coQ I, _ M ) W REINFORCEMENT — >� I� EVERY 3 COURSES M CV Lo GO MIL WATER, PROOF LINER i l CAST STONE CAP I;I II AS FABRICATED BY ST. AUGUSTINE CAST STONE FINAL PROFILE TBD C 1 i T Plantin #4 REBAR CONT. a I Soil 2 PVC WE HOLE 3 OC CV Section 4 B Entry Wall Details LS -16 SCALE: 1/2"=11 0 2" x 2 " EPS FOAM TRIM - 2 — 2' #5 VERT REBAR FINISt1 GRADE -- 4 8" ABOVE FOOTER COMPACTED 5UB GRADE < I KAY �: .1.1 „ " I 95% MODIFIED PROCTOR 4 PVC DRAIN HOLE 2' OC COMPACTED SUB GRADE 95% MODIFIED PROCTOR Interlock CMU Here - Section 1 #5 - Vert. Rebar Per Detail 8"X8"x I G" CMU BLOCK 8'-2" 2F /.. #5 -Vert. Rebar Per Detail 8"x8"x 10' CMU BLOCK D a❑a❑a❑a❑• CMU Brick CMU Line Section 2 Interlock CMU Here r— 8"x 1 2'x I G" CMU BLOCK Open For Efts Footer Rebar Per Detail Interlock CM i CMU N PILASTER SEE DETAIL C -LS- 18 i Carriage Lamp To Be Selected Cast Stone Cap (Both Sldes) (Alt: Tremron Paver Cap) I _ I Stainless Steel Cut Metal Text ;I S-1 I 1 BEVEL STUCCO 1 INSI meet Landing - -I 1 -VILLAGE---GRE i o 2 S-1 , - 8"x 1 2"X 101 CMU BLOCK (G Courses) Minimum Distance -' 1 Is "T Stucco Flnlsh ,.-. 8"x->5'x1E'-CMU BLOCK - i I_ Swale ! (4 Cour5e�5) 1 i Curb I _ o�I CONCRETE FOOTING —- - - -------------------------------------------------- ------------------------- L 81 1 ADVISORY '-- POTENTIAL EXISTING UTILITIES, FIELD VERIFY BOTH VERTICAL AND HORIZONTAL POSITION BEFORE BEGINNING ANY CONSTRUCTION (SEE SHEETS LS- I thru 1-5-8 FOR GENERAL LOCATION INFORMATION) - CAST S AS FABRICA TINE CAST STONE FINAL PROFILE — #4 REBAR CONT. —8" COAT BOND BEAM •8"x8"x I G" CMU BLOCK CMU STRUCTURE, FILL ALL CELLS PROVIDE SILL BLOCKS AS SHOWN #5 VERT REBAR, I G" O.C. i z" STUCCO FINISH, MATCH HEALTH CENTER COURTYARD PILASTERS BEVEL STUCCO 8"x 12"x I G" CMU BLOCK GO MIL WATERT PROOF LINER A9I"( 2" x 2 2" EPS FOAM TRIM N o #4 REBAR CONT. Planting 2" PVC WEEP MOLE 3' OC Soil _3.. - #5 VERT REBAR, I G" OC 3000 PSI CONC. FOOTING 4- #5 BAR CONT. NKEY = K Y w/ #5 24" TRANSVERSE Min. 3" COVERAGE AL REBAR COMPACTED SUB GRADE 95% MODIFIED PROCTOR Cast Stone Cap (Alt: Tremron Paver Cap) -- CMU -KNEE WALL-- - STUCCO FINISH _ 8"x 12 x I G' CMU BLOCK (5 Courses) I F Wish Grade 0� (5" All Top of Footer CONCRETE FOOTING PRICING ALTERNATIVE I TREMKON-ROMA EDGER CAP, 2" OVEKMANG (COLOR TO BE SELECTED) v �t4 r l6Jt �n t �a CAST STONE CAP AS FABRICATED BY ST. AUGUSTINE CAST STONE FINAL PROFILE TBD 2" x 2 2" EPS FOAM TRIM ",-8" COAT BOND BEAM 8"x8"x I G" CMU BLOCK CMU STRUCTURE, IFILL ALL CELLS PROVIDE SILL BLOCKS AS SHOWN 7' STUCCO FINISH, MATCH HEALTH CENTER COURTYARD PILASTERS #5 VERT REBAR, I G" OC 3000 PSI CONC. FOOTING #5 BAR CONT. 4" TRANSVERSE VERAGE AL REBAR DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS C N M Q a -1 E ro U- O y L U E c •V ZCU C M coQ _ M ) W >� Fn O U � C M CV Lo r �• -: O 2 Q v �t4 r l6Jt �n t �a CAST STONE CAP AS FABRICATED BY ST. AUGUSTINE CAST STONE FINAL PROFILE TBD 2" x 2 2" EPS FOAM TRIM ",-8" COAT BOND BEAM 8"x8"x I G" CMU BLOCK CMU STRUCTURE, IFILL ALL CELLS PROVIDE SILL BLOCKS AS SHOWN 7' STUCCO FINISH, MATCH HEALTH CENTER COURTYARD PILASTERS #5 VERT REBAR, I G" OC 3000 PSI CONC. FOOTING #5 BAR CONT. 4" TRANSVERSE VERAGE AL REBAR DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 11-12-19 Grade Coordination SCALE: As Shown Section 6 COMPACTED SUB G -1q 95% MODIFIED PROCT PROJECT NO: LS- 16 PERMIT SET SHEET NO: 16 of 24 TREMRON-ROMA EDGER CAP, 2" OVERFIANG (COLOR TO BE SELECTED) /-- 8" COAT BOND BEAM #4 REBAR CONT. CMU STRUCTURE, FILL ALL CELLS PROVIDE SILL BLOCKS AS SHOWN #5 VERT REBAR, I G" O.C. I " SMOOTH STUCCO FINISH 8"x8"x I G" CMU BLOCK I- -P BEVEL STUCCO 8"x 12"x I G" CMU BLOCK 3000 PSI CONC. FOOTING 4- #5 BAR CONT. N °RMin. w/ #5 24" TRANSVERSE 3" COVERAGE AL REBAR FINISH GRADE 8" ABOVE FOOTER COMPACTED SUB GRADE 95% MODIFIED PROCTOR A Screen Wall Detail LS -17 SCALE: 1/2"=11 SEC ION O Front Elevation or 4'-611 O rT � N PRICING ALTERNATIVE TREMRON-ROMA EDGER CAP, 2" OVERHANG (COLOR TO BE SELECTED) �T STONE CAP FABRICATED BY ST. AUGUSTINE CAST STONE �L PROFILE TBD COAT BOND 6EAM x 2 2" EPS FOAM TRIM 2" STUCCO FINISH, MATCH HEALTH CENTER OURTYARD PIASTERS #5 VERT REBAR, I G" OC 3000 P51 CONC. FOOTING 4- #5 BAR, CONT. w/ #5 24" TRAN5VER5E Min. 3" COVERAGE AL REBAR BKnee Wall Detail - LS -1 7 SCALE: 1/2'1 1 PILASTER CAP PILASTCR TRIM SPECIALTY SHAPES: Walls PrlCC Options for EPS Foam and Cast Stone SCALE: I I, CORAL —50DA EIN15h COLOR TO BE SELECTED Note: All shapes are conceptual, contractor shall field measure cmu structure, to verify dimensions, and shop drawings are to be submitted for approval. Note: Shapes Shown are Conceptual Profile Only, Shop Drawings Shall be Prepared Deplctmg Re-inforcement, Rad1u5 t Corner Conditions. Entry Pilasters Details SCALE: 1/2"=1' Side Elevation SPrtinn NOM HEIGHT (H) 3'-0" [914MM] 3'-6" [1067MM] 4'-0" 1`1219MM1 7'-0" [2134MM] 8'-0" [2438MM] SQ POST 3/4" [19MM] SQ PICKET U -CHANNEL RAIL INDUSTRIAL DRIVE RIVET POST TOP OPTIONS 0 A s Q � G 6'-3" BRACKETCenterline to Center Line To Be Level r POST TOP: FLAT FENCE SECTION ELEVATION SEE DWG 6-1210 FOR 1 PICKETS NOTES: 1. METRIC DIMENSIONS ARE NOMINAL EQUIVALENTS TO U.S. DIMENSIONS. 2. SPECIFICATIONS SHOWN CAN BE CHANGED BY MASTER -NALCO ONLY. 3. FOOTING WIDTH TO BE (4)X POST WIDTH. CMetal Fence Detail LS -17 NTS Oil /nAT Q/lk It - r A Section 4 3 7/8" [98MM] 6" [152MM] L f 2" [51 MM] NOM ❑NORFOLK 1 6' HIGH / 8' WIDE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. REFERENCE NUMBER 035-022. SEE ACCOMPANYING SPECIFICATIONS FOR MORE INFORMATION, FENCE INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURER'S SHOP DRAWINGS 1-800-333-0569 CERTAINTEED - OUTDOOR PRODUCTS DIVISION OR EQUAL 31 SHIP CANAL PARKWAY D PVC Fence Detail BUFFALO, NEW YORK 14218 TOLL FREE: 1 -800-233-8990 LS -17 SCALE: 1/2'�=1' PHONE: (716) 823-3023 FAX: (716) 823-2843 www.bufftech.com PILASTER CAP, EPS FOAM TRIM SEE DETAIL ABOVE #4 REBAR CONT, 8X8X I G CMU STRUCTURE PROVIDE SILL BLOCKS AS SHOWN #5 VERT REBAR - GROUT VOID SOLID -DURO WALL REINFORCEMENT EVERY 3 COURSES — PI LASTER TRIM, SEE ABOVE PROVIDE 3/4" PVC CONDUIT FOR LIGHT 12" STUCCO FINISH, MATCH HEALTH CENTER COURTYARD PILASTERS FINISH GRADE 8" ABOVE FOOTER 3000 PSI CONC. FOOTING 7- #5 BAR EACH WAY BOTTOM Min. 3" COVERAGE AL REBAR COMPACTED SUB GRADE 95% MODIFIED PROCTOR N•— Q N N M a J ;_ ��\ O V/y L U V) J C m U c � a c c>3._ Q co Y N co Z3W �w -� K mo U I O cc N cc QT Lmfa in M 115-11 LO ❑NORFOLK 1 6' HIGH / 8' WIDE NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. REFERENCE NUMBER 035-022. SEE ACCOMPANYING SPECIFICATIONS FOR MORE INFORMATION, FENCE INSTALLATION IS TO BE IN ACCORDANCE WITH MANUFACTURER'S SHOP DRAWINGS 1-800-333-0569 CERTAINTEED - OUTDOOR PRODUCTS DIVISION OR EQUAL 31 SHIP CANAL PARKWAY D PVC Fence Detail BUFFALO, NEW YORK 14218 TOLL FREE: 1 -800-233-8990 LS -17 SCALE: 1/2'�=1' PHONE: (716) 823-3023 FAX: (716) 823-2843 www.bufftech.com PILASTER CAP, EPS FOAM TRIM SEE DETAIL ABOVE #4 REBAR CONT, 8X8X I G CMU STRUCTURE PROVIDE SILL BLOCKS AS SHOWN #5 VERT REBAR - GROUT VOID SOLID -DURO WALL REINFORCEMENT EVERY 3 COURSES — PI LASTER TRIM, SEE ABOVE PROVIDE 3/4" PVC CONDUIT FOR LIGHT 12" STUCCO FINISH, MATCH HEALTH CENTER COURTYARD PILASTERS FINISH GRADE 8" ABOVE FOOTER 3000 PSI CONC. FOOTING 7- #5 BAR EACH WAY BOTTOM Min. 3" COVERAGE AL REBAR COMPACTED SUB GRADE 95% MODIFIED PROCTOR }Wa� 2. erg 6 STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB I PLOT DATE: May 27, 2019 i REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 1 11-12-191 Grade Coordination SCALE: As Shown PROJECT NO: LS- 17 PERMIT SET SHEET NO: 17 of 24 N•— Q N N M a J ;_ ��\ O V/y L U V) J C m U c � a c c>3._ Q co Y N co Z3W �w -� K mo U I O cc N cc QT LO }Wa� 2. erg 6 STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB I PLOT DATE: May 27, 2019 i REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 1 11-12-191 Grade Coordination SCALE: As Shown PROJECT NO: LS- 17 PERMIT SET SHEET NO: 17 of 24 CMU KNEE WALL STI ICYY) Fim,,H LAG PLAZA PLAN & ELEVATIONS 2" x 2 2" EPS FOAM TRI' " �T E CAP TED BY ST. AUGUSTINE CAST STONY LE TBD TEL BEAM w #4 Cont. COMPACTED SUB GRADE 95% MODIFIED PROCTOR C Wall Section 1 S-18SCALE:1/2"=1' ;ICATED ALUMINUM METAL: L DESIGN TBD. PER DETAIL F LS -22 PAVER PLAZA STRUCTURE PER DETAIL SECTION 2 PRICING ALTERNATIVE TREMKON-ROMA EDGER CAP, 2" OVERHANG (COLOR TO BE SELECTED) COMPACTED SUB GRADE 95% MODIFIED PROCTOR D Wall Section 2 LS -1s SCALE:1/2"=1' NE CAP :ATED BY ST. AUGUSTINE CAST STONE FILE TBD BOND BEAM w#4 Cont. CO FINISH, MATCH HEALTH CENTER ,RD PILASTERS ALL CEMENT EVERY 3 COURSES FILL ALL CELLS CONC. PER DETAIL F LS -22 k5 VERT REBAR, I G" OC 3000 F51 CONC. FOOTING 4- #5 BAK CONT. w/ #5 24" TRANSVERSE Min. 3" COVERAGE AL REBAR I Sheet §�U 11111111111011IN1 Pot See Site Furnish Sheet LS -MEDIUM WALL 2"x 12"x I G" CMU BLOCK ELEVATION CAST STONE CAP AS FABRICATED BY ST. AUGUSTINE CAST STONE FINAL PKOFILE TBD 8" COAT BOND BEAM w #4 Cont. —DURO WALL REINFORCEMENT EVERY 3 COURSES -CMU BLOCK FILL ALL CELLS CONC � 8" COAT BOND BEAM w #4 Cont. N p X 3 � U I_ CSI qy 41-1011 -10 COMPACTED SUB GRADE 95% MODIFIED PROCTOR F= � Wall Section 3 L, S_ SCALE: 1/2"=1' #5 VERT REBAK, I G" OC 3000 PSI CONC. FOOTING 4- #5 BAR CONT. w/ #5 24" TRANSVERSE Mina 3" COVERAGE AL REBAR — Cast Stone Cap (Alt: Tremron Paver Cap) MEDIUM WALL mit Footer IN STREET PLANTER PLAN & ELEVATION E: 1/4"=1' PRICING ALTERNATIVE TREMRON-ROMA EDGER CAP, 2" OVERHANG (COLOR TO BE SELECTED) Li Li AST STONE CAP 5 FABRICATED BY ST. AUGUSTINE CAST STONE NAL PROFILE TBD :OAT BOND BEAMw #4 Cont. COMPACTED SUB GRADE 95% MODIFIED PROCTOR Wall Section 4 LS -18 SCALE:1/2"=1' x 2 2" EPS FOAM TRIM 60 M I I Pc 2" STUCCO FINISH, MATCH HEALTH CENTER OURTYARD PILASTERS 95 VERT REBAR, I G" OC CMU BLOCK FILL ALL CELLS CONC. 3000 PSI CONC. FOOTING 4- #5 BAR CONT. w/ #5 24" TRANSVERSE Min. 3" COVERAGE AL REBAR PRICING ALTERNATIVE TREMRON-ROMA EDGER CAP, 2" OVERHANG (COLOR TO BE SELECTED) Li Lj T STONE CAP -ABRICATED BY ST. AUGUSTINE CAST STONE .L PROFILE TBD OAT BOND BEAM w #4 Cont. 1U BLOCK FILL ALL CELLS CONC. x 2 2" EP5 FOAM TRIM 'STUCCO FINISH, MATCH HEALTH CENTER IUKTYARD PLASTERS #5 VERT REBAR, I G" OC 3000 PSI CONC. FOOTING 4- #5 BAR CONT. W/ #5 24" TRANSVERSE Min, 3" COVERAGE AL REBAR COMPACTED SUB GRADE 95% MODIFIED PROCTOR G Wall Section 5 LS -18 SCALE: 1/2"=J � e >� >t STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 111-12-19 1 Grade Coordination SCALE: As Shown PROJECT NO: LS - coN 2 (V M n LL_ L ON,\J ti /, '6 L U sem. 1 N.M F- m U V W c a C p} Q , M Y � MU) 7 Lij N 7 �p m U ' _ O ca CV - Q0 U.) W � �d � e >� >t STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 111-12-19 1 Grade Coordination SCALE: As Shown PROJECT NO: LS - 18 PERMIT SET SHEET NO: 18 of 24 N W a W � � e >� >t STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 111-12-19 1 Grade Coordination SCALE: As Shown PROJECT NO: LS - 18 PERMIT SET SHEET NO: 18 of 24 VARIES IDSigns= 4'-8" (4 -Read) Dircetional Sign =7'-4" (I Read) Al 1411 i Plan fl -— C) A CO B 11 A - _�; , -411 ID * Directional 51 n Base CA5T5TONE SAND FINISH COLOR TO BE SELECTED SPECIALTY SHAPES: SIGNS (Price Options for Cast Stone Ong Note: All shapes are conceptual, contractor shall field measure cmu structure, to verify dimensions, and shop drawings are to be submitted for approval. Note: Shapes Shown are Conceptual Profile Only, Shop Drawings Shall be Prepared Depicting Re -enforcement, Radii 1 GRADE: OVE FOOT Directional Sign (1 Req'd)_ LS -19 �r�a�o• 'I /'���-1 � West Elevation BACKLIT STAINLESS STEEL CUT LETTERS, MIN THICKNESS 4" - Channel Type MOUNT TO SIGN WITH STUDS OWNER TO PROVIDE ART WORK I x I TRAVERTINE TILE TO BE SELECTED BY OWNER x I TRAVERTINE TILE, ALL EXPOSED SIDES, HAND TIGHT JOINT DWNER TO SELECT 3X8X I G CMU STRUCTURE j 'ROVIDE SILL BLOCKS AS SHOWN ILL CELL WITH CONC. �5 REBAR '#5 VERT REBAR I -AST STONE PIECE VIORTAR IN PLACE 55 ANGLE IRON CONT., I " BELOW -IN. GRADE AST IN PLACE CONC. i 000 PSI CONC. FOOTING 5 BAR 18" O C, EACH WAY II OMPACTED SUB GRADE 9507o MODIFIED PROCTOR Plan 40 LBR STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-25-19 1 Coleman Drop -Off Modification 2 1 11-12-191 Grade Coordination SCALE: As Shown I PROJECT NO: LS - 19 PERMIT SET SHEET NO: 19 of 24 N o M Q J E ma- W O • .� n U.- ro EJ q� m IM � U m N .M a Q -o M N N i M .E .�..L1 � W in - L) U ' O f w C O N Q 0 Lin _ •- 0 - STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-25-19 1 Coleman Drop -Off Modification 2 1 11-12-191 Grade Coordination SCALE: As Shown I PROJECT NO: LS - 19 PERMIT SET SHEET NO: 19 of 24 4"xG" 55 WOOD SCREWS COUNTER SINK 2.511 X0.511 X 8v'G11RAFTER BLOCKING - A5 NEEDED 11 1P� i Trellis Section"AI' 4 X 12 CEDAR JOISTS NOTCH J015T TO FIT OVER BEAMS DOVE TAIL ENDS AS SHOWN RADIUS - I X2 TRI M WITH COLON IAL BEAD, BOTH 51 DES, 3/4" X 10" 5.5. BOLTS, NYLON LOCK NUTS WASHERS, COUNTER 51NK PLUG X MATERIAL TO COVER EXPOSED G X G 811 x 8" x 14' PT P05T GRADE A- CLEAR TYFE D WALKWAY TOP OF FOOTI NG M I N. 8" BELOW FI N GRADE 24" DIA 3000 PSI CONC. I=00T1 NG w/ 243 BAR THRU CL -POST COMPACTED 5UB-GRADE 95% MODII=IED PROCTOR, 40LBR Trellis Front Elevation A Trellis Detail Ls-�s SCALE- 1/2"=1' NOTE: ALL PT PINE BY (Yel l aWood) To Be Stam Grade NOTE: TRELLI5 A RECEIVE 2 COATS EXTERIOR STAIN SEMI TRAN5PARENT, COLOR TO BE SELECTED A55EMBLE U51NG 5TAINLE55 HARDWARE, CAULK ALL JOINTS BEFORE PAINTING 2' TRI M ND MILLED 2.5" X 3.5 CEDAR RAFTERS DOVE TAIL END 4 X 1 2 x l 2' BEAM I x COLLAR 4" CHAMPHER I x COLLAR -3'-2 O x co Mi 4 X 12 JOISTS BLOCKING AT ATTACHMENT POINT Fj III III III III{ 'lli ill III ill III 1111 ;�. III III 111 Ili I�Iflll III III III ili: 'I11 4l1 I ^I ONJ ' COOTNG Trellis Side Elevation 4 X 12 J015T I 4X12 x10' G� BEAMS � N M :j_e _ - -. VIN L U CO M5 Gnn/��i Wm �m� U V := C ca ., Po , CNG ; f BROOM FINISH CONC. z I DO o U � O Iz 111■Il■■■■■■■■■■■■■■■■I TOOL JOINT - J015t5 MINN ■ V1 V1 N1■■■■■■■■■11111 Lu PAVER EDGE I IC�� JI Lu Lu i Trellis Section"AI' 4 X 12 CEDAR JOISTS NOTCH J015T TO FIT OVER BEAMS DOVE TAIL ENDS AS SHOWN RADIUS - I X2 TRI M WITH COLON IAL BEAD, BOTH 51 DES, 3/4" X 10" 5.5. BOLTS, NYLON LOCK NUTS WASHERS, COUNTER 51NK PLUG X MATERIAL TO COVER EXPOSED G X G 811 x 8" x 14' PT P05T GRADE A- CLEAR TYFE D WALKWAY TOP OF FOOTI NG M I N. 8" BELOW FI N GRADE 24" DIA 3000 PSI CONC. I=00T1 NG w/ 243 BAR THRU CL -POST COMPACTED 5UB-GRADE 95% MODII=IED PROCTOR, 40LBR Trellis Front Elevation A Trellis Detail Ls-�s SCALE- 1/2"=1' NOTE: ALL PT PINE BY (Yel l aWood) To Be Stam Grade NOTE: TRELLI5 A RECEIVE 2 COATS EXTERIOR STAIN SEMI TRAN5PARENT, COLOR TO BE SELECTED A55EMBLE U51NG 5TAINLE55 HARDWARE, CAULK ALL JOINTS BEFORE PAINTING 2' TRI M ND MILLED 2.5" X 3.5 CEDAR RAFTERS DOVE TAIL END 4 X 1 2 x l 2' BEAM I x COLLAR 4" CHAMPHER I x COLLAR -3'-2 O x co Mi 4 X 12 JOISTS BLOCKING AT ATTACHMENT POINT Fj III III III III{ 'lli ill III ill III 1111 ;�. III III 111 Ili I�Iflll III III III ili: 'I11 4l1 I ^I ONJ ' COOTNG Trellis Side Elevation 4 X 12 J015T Trellis Top Frame Trellis Floor Plan m END SECTION )r Qty MID SECTION See Plan For Qty. I 4X12 x10' G� BEAMS � N M :j_e _ - -. VIN L U Trellis Top Frame Trellis Floor Plan m END SECTION )r Qty MID SECTION See Plan For Qty. I �l = M v N G� i � N M :j_e - -. VIN L U CO M5 Gnn/��i Wm �m� U V := C ca ., Po M � •- BROOM FINISH CONC. z I DO o U � O � 111■Il■■■■■■■■■■■■■■■■I TOOL JOINT - J015t5 MINN ■ V1 V1 N1■■■■■■■■■11111 Lu PAVER EDGE I IC�� JI Lu Lu I �l F05T CONC FOOTING = M v N G� i � N M O VIN L U CO M5 Gnn/��i Wm �m� U V := C ca a M Y M � Ca BROOM FINISH CONC. z I DO o U � O \ j TOOL JOINT N M O lL V1 V1 Lu PAVER EDGE F05T CONC FOOTING 4� 4 Y� � y r 't iP STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF &BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 1 11-12-191 Grade Coordination SCALE: As Shown PROJECT NO: LS -20 PERMIT SET SHEET NO: 20 of 24 = M v N G� i � N M O VIN L U CO M5 Gnn/��i Wm �m� U V := C ca a M Y M � Ca cn w z I DO o U � O Cu N Q O N M O lL V1 V1 4� 4 Y� � y r 't iP STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF &BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 1 11-12-191 Grade Coordination SCALE: As Shown PROJECT NO: LS -20 PERMIT SET SHEET NO: 20 of 24 G� i 4� I Ca N z I Z � A W � � 1 nW� O lL V1 V1 Lu • Lu Lu 4� 4 Y� � y r 't iP STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF &BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 10-28-19 Coleman Drop -Off Modification 2 1 11-12-191 Grade Coordination SCALE: As Shown PROJECT NO: LS -20 PERMIT SET SHEET NO: 20 of 24 U M1 N C7 m / 226231 ALPHA TOWER U- O r7 l INSIDE \\ TOWER: NER VERTICAL BE LADDER BELT HAMMOCK LOOKOUT '• CUMBER � vi 2 1 (L�.SI C ROM 42 D a� 5-12 YEARSAbL U "=C La I DD a M ti.. 'A TRIANGLE 96" DOU LE PANEL SW00 H CUMBER S E CHIN UP { i V1 W RING PULL I j f I i I j COMMERCIAL GRADE r< (6 j ELECTRIC TURN ON WITH #) MIN MAX TIMER Q 0 144" j WHOOSHWINDER PROVIDE COMMERCIAL GARDE VALVES AND FITTINGS O = SLIDE a I CA5T CONCRETE FIRE PIT POT WITH GLA55 FIRE BEADS PAVER SEGMENTAL KNEE WALL TREMRON MUNICH OR EQUAL 4" Concr e Footer 1H GAS LINE CONSTRUC ION SAND { FI L I E FIRE PIT DESIGN SKETCH I Ls -21 N . T. S. j P UND AS MANUFACTURED BY LANDSCAPE STRUCTURES E FURNISHINGS SCHEDULE LS -11 FOR SPECIFICATION A GROUND DETAIL LS 611 YFRE55 MULCH 1 211 CLEA 5 SAND rn nn rn 2,-6„ CHAMFER EDGE tu tu '�` 1 I 51 DEWALK 2'-7" . ..:. .........:.... CONCRETE SLAB .' S A. ; 1 �2"x 6" stainless steel 1 /4" per foot 1 7 _ o CONCRETE machine boltslop i a for ..... anchored in concrete 3 8 X 6 (grind down top of bolt) drainage 4 ANCHOR ROD -- _ THRU HOLE ,. j { 611 CLEAI\I fI LL DIRT COMPACTED SOIL NATIVE SOIL EX LAYGIZOUNi D DEPTH 16TYPICAL FOOTING DETAIL PLAYGRO SURFACE DETAIL BIKE RACK ANCHOR DETAIL PICNIC TABLE ANCHOR DETAIL B G D LS -21 N. T. S. LS -21 N.T.S. LS -21 N. T. S. -- ---------------------- U M N C7 m J U- O vi 2 w c U "=C La CC .0) '2 � M ti.. � V1 W W C17 p U � r< (6 Q 0 LO O = a ti � �,xlsus� .4 STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CN CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: As Shown PROJECT NO LS -21 PERMIT SET SHEET NO: 21 of 24 Ell i 1 FOUNTAIN PLAN / LAYOUT LS -22 SCALE: 1/2"=l' i FOUNTAIN BOWL BY HENRI, SEE SPEC, WITH BUBBLER STAINLESS STEEL SIGN 2 FOUNTAIN ELEVATION LS -22 SCALE: 1/2"=l' POOL WALL "A" W/ CAST STONE CAP ?/L-? WOOD SEAT, SEE DETAIL ?/L-? U -OLEMAN CENTER SIGN 'OOL WALL "B" W/ CAST STONE CAP ?/L-? L WALL/ WEIR PRECAST WALL CAP "A" Scale: 1111=11-011 3;; 4" RADIUS (TYP) :1" X 5" W X 101 - 4 4" LONG SS PLATE, CUT ALONG 8'-1 0" CENTERLINE RADIUS (MATCH WALL RADIUS) 3 LAYERS 4" 55 LASEP/WATERJET CUT, WELDED TOGETHER, CENTER -L" WITH ATTACHMENT LEG -311 II 4 X G HT STAINLESS STEEL LETTERS ON 4" X 5" SS PLATE, ARCHED 4" X I " HT OFFSET LETTER ATTACHMENT, WELDED TO -L" SS PLATE TIMES NEW ROMAN, FORMATTED AS SHOWN 5 COLEMAN CENTER SIGN DETAIL LS -22 SCALE: 1/2"=l' — — — — — — — — — — — — — — — — — — — — — — — — — — A"tyP• \ i»typ- ---- TWO HOLES PER SLAT FINISHED WALL I °q°0°0°0°0°0°0°0°0°0°0°0°0°0 FOR SS SCREWS I .DIMENSION I 1_711 311 8" x 12" x 24" 55 tab, 14 R EDGE ON END SLAT welded to bracket (typ) '-4" I _ 7/6",X 34" TEAK SEATING, CURVED PER PLAN VIEW, 8" W WOOD PENCH, !" ,i' I EASED EDGES, SEE SPEC SEE ENLARGED C C i DETAIL I 8" SS BRACKET TO ' DIMENSIONS SHOWN FINISH GRADE "' ENLARGED DETAIL 14s .., kale: V=1'41 a-0aa II ° 4 WOOD BENCH SEAT DETAIL �-22) Scale: 1/2"=1' -oil I -G" — FINISHED WALL DIMENSION STUCCO, FINE SAND FLOAT — FINISH PRECAST WALL CAP, SEE SPEC. AND DETAIL 6/L-27.0 THINSET AND MORTAR PER MANUF. RECOMMENDATIONS WATER PROOF MEMBRANE 'J Q w WOOD BENCH SEALANT S' X 3" sq GLASS TILE, SEE SPEC. O SEE DETAIL 4/L- � 27. i THIN SET _ ~ z i LEVEL CONC. BY GRINDING/CEMENT BASED ' �• i PATCHING AS REQUIRE APP Y FINISH GRADE SECTION A OlUdie. UZ =1._u L CRACK ISOLATION MEMBRANE WATER PROOF SEAL IN ss + COMPLIANCE WITH ANSI A118.10 1 ---1 - -_ i _ REBAR 4 CLEAR FROM EDGE CONC (TYP). I I I 171 I I I III- 1" DEEP X 3" WIDE KEY WITH WATERSTOP 2„ CONCRETE POOL BASE / FOUNTAIN WALL FOOTING MIN. 3,500 PSI CONC. W/ #5 BAR © 18" O.C. EACH WAY COMPACTED SUB -GRADE 95% MODIFIED PROCTOR, 40LBR 2 SHEET NO: �N ® (V m LL O • p Co M E m U C Cu a CU a) IF) Q M N C' M =5 7 W t m O U ' O � f` C N M Q C) r LO a- C C O L f� C -E m 0 U -------------- cmc r STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CG CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS SCALE: As Shown PROJECT NO: LS -22 PERMIT SET SHEET NO: 22 of 24 r FOUNTAIN BOWL BY HENRI, SEE SPEC, WITH 8'-3" BUBBLER POOL WALL "A" W/ CAST STONE CAP G/L-27.0 POOL WALL STUCCO 1-411 _ FINISH, SEE SPEC WOOD SEAT, SEE / DETAIL 4/L-27.0 iI � �i�' i I I ',i i ��� I i d� I i — ( _ I I �j�.�., i 1 I A .Q I i ae: . —_ ______ I d I � � � I� I< 1 SOl1d I I I I nl_ if I f dl r N< i I I I,;: d I; FIN15H GRADE FINIS I I I I:. - GRADE 10 I la I I I I -'• -- I, r i I I d ., n � LL" — I - .- -- '-J-.^-----=--------- -- -- _____ a 4 _� "I a 4d a I I' I d- _ p — n h d 770) T T _S_ _ __._d __-_ - I— qLS-23) FOUNTAIN SECTION B SCALE:1/2"=1' 1 FOUNTAIN LIGHTING / LAYOUT LS -23 SCALE: 1/2"=l' LIGHTING LEGEND RECESSED POOL UPLIGHT A 9 RECESSED POOL UPLIGHT B ANGLE LIGHTS ONTO BOTTOM OF BOWL S TO WASH SIGN O LIGHTING INTEGRATED WITH WATER NOZZLE 2'-211-0 5 I-311 STAINLESS STEEL SIGN, SEE DETAIL ? / L-? OVERFLOW POOL WALL POOL WALL "B" W/ CAST STONE CAP, SEE DETAIL G / L-27.0 FINISH GRADE —III FOUNTAIN BOWL BY HENRI, SEE SPEC, WITH BUBBLER POOL WALL "A" W/ CAST STONE CAP G/L-27.0 WOOD SEAT, SEE DETAIL 4/L-27.0 4LS-23 FOUNTAIN SECTION C SCALE: 1/2"=l' 2 FOUNTAIN PLUMBING FIXTURE LAYOUT LS -23 SCALE: 1/2"=l' SEND BOWL BUBBLER LOWER/ SMALL POOL BUBBLERS RECIRCULATION / DRAIN COMBO - WATER RE -CIRCULATION LINE DRAIN LINE U m 0 m 04 a �L i )iu Uo N tII 2 !_ m �m8 ,U a Cu Q C6Y M M W w� UW >LO Fno U I .0 ti co Qo LO rn x - n. j�% � �'. I n � j-• i, I I- L 1. � I'� I �' .v� bilo2 '. FINISH — - I I I I' I I I � i 'fl---ria'-F---4�--L•-•--� GRADE I 1 I ! I. d _ v. D .i_I_A-v •- _ _ _ _- �v.— -D -v _—C-- 7s- -iF-_ _.v _°_ °_ ` s' . . v o. •° J'• J ° _ r _ -y_D �• _�^ ._ LP ° s.-. �oD � �I°. L �°•.. I. °__-_iT .Ip D . ° .s I f • . ° v' . I v vl. I t.P I' (' Ig_ > _ D.g v D _-,rte__-.__ Y _ 2___.--.___.L___a�• _t..,,�__r._�--.._____L t__�_2�yf-__-_.r-_ti O p . v v' • ° �: > L. _ski- i.-_. 4LS-23 FOUNTAIN SECTION C SCALE: 1/2"=l' 2 FOUNTAIN PLUMBING FIXTURE LAYOUT LS -23 SCALE: 1/2"=l' SEND BOWL BUBBLER LOWER/ SMALL POOL BUBBLERS RECIRCULATION / DRAIN COMBO - WATER RE -CIRCULATION LINE DRAIN LINE U m 0 m 04 a �L i )iu Uo N tII 2 !_ m �m8 ,U a Cu Q C6Y M M W w� UW >LO Fno U I .0 ti co Qo LO rn x - n. u R 9 i ' bd u. R .r STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED N WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CG CHECKED BY: BB PLOT DATE: May 27, 2019 REVISIONS 1 1 10-28-19 Coleman Drop -Off Modification 2 111-12-191 Grade Coordination I SCALE: As Shown PROJECT NO 0 2 LS -3 PERMIT SET SHEET NO: 23 of 24 TO FOUNTAIN VAULT, REFER TO SITE PLAN FOR LOCATION AND DISTANCE 71 WALL, SEE DETAIL Y 4 SMALL FOUNTAIN PLUMBING LS -24 SCALE: 1/2"=l' N X O POOL BASIN O O AIL PLUMB O z CL 2' 51 5'-311 10 'G 5 - BUBBLERS, SEE LAYOUT 11 _ i ! I f i j �h � J11111—, FINISr1 GRAD I I IE - i � a II I III, I I III. III f I' -9 c5 FOUNTAIN SECTION D Ls -24 SCALE:1/2"=1' r)1=1 I=Tl=n GEND LO LL POOL BUBBLERS NIC E ECIR DRAIN COMBOATER RE- ION LINE DRAIN LINE LIGHTING LEGEND O LIGHTING INTEGRATED WITH WATER NOZZLE 3 S OUNTAIN LIGHTING / LAYOUT LS-24'ddli . 1 /2"=1' •• POOL BASIN WALL, SEE DETAIL 1 SMALL FOUNIV PLAN / LAYOUT LS -2s SCALE :1/2"=1' PRECAST STONE CAP, SEE SPEC AND DETAILS STUCCO POOL WALL, SEE SPEC AND DETAILS =177 2 SMALL FOUNTAIN ELEVATION LS -24 SCALE: 1/2"=l' POOL WALL 11B" W/ CAST STONE CAP G/L-28 POOL WALL STUCCO FINISH, SEE SPEC 5 Q 2" Z 16Y 8 95 pfd- � 16 `"I� I . I�foO 0 1 �I �iQ0 In �I0O � O I 3)) 2 81- 102>,`__ 16 / PRFCART WAS I r -op 'IIQ,, caie:.i =v -u.. 1�) 6RADIUS (TYP) 1 FOUNTAIN NOTES: T. STUCCO PER ASTM C92G, THREE COAT SYSTEM (SEE FINISH COAT BELOW) DIRECTLY APPLIED j TO MASONRY, 511 NR , LATHE OPTIONAL, 8 TOTAL THICKNESS, COLOR SHALL BE OFF WHITE, AS SELECTED AND APPROVED BY LANDSCAPE ARCHITECT 2. FINE SAND STUCCO FINISH. 2. 1 . APPLY A FIRST COAT AND DOUBLE BACK WITH A SECOND APPLICATION. PLASTER MIX IS TO BE FORMULATED WITH A BLEND Of A 20/30 AGGREGATE. 2.2. USING CIRCULAR MOTION, RUB SURFACE WITH FLOAT TO ACHIEVE UNIFORM PATTERN BRINGING SAND PARTICLES TO SURFACE. AN A BSOLUTE MINIMUM OF WATER SHOULD BE USED IN FLOATING. 2.3. REFER TO "TECHNICAL SERVICES INFORMATION BUREAU" OF SOUTHERN CALIFORNIA FOR ILLUSTRATION OF DESIRED FINISH. 3. POOL TILE SHALL BE 3" X 3" GOLD IRIDESCENT BRONZE (OR ANOTHER STANDARD COLOR) GLASS TILE BY LIGHTSTREAMS GLASS TILE. INSTALL PER DETAIL WITH MEMBRANE, SEAL COAT FDHE51VE AND GROUT PRODUCTS, APPLICATION, AND CURING AS RECOMMENDED BY MANUF. L GROUT COLOR TO BE SELECTED FROM STANDARD GROUT COLORS UPON FINAL TILE COLOR SPECIFICATION. 4. LARGE POOL BOWL SHALL BE PALAZZO QUATTRO FOUNTAIN BASE BY HENRI STUDIOS, BRONZE COLOR, WITH CENTER BUBBLER AS SHOWN,COO D ( R INATE BUBBLER PIPE SIZE WITH FOUNTAIN DESIGN REQUIREMENTS). CONTACT DENNIS PROSPEKI AT DPROSPERI HENRISTUDI @ O.COM 5. WOOD BENCH SEAT SHALL BE MARINE GRADE TEAK (BRAZILIAN TEAK ACCEPTABLE ALTERNATIVE), FINISHED DIMENSIONS Of 211 X 3-3/4". ORDER MIN 7- _ TO MATCH SPLICES AT BRACKETS AS SHOWN PER DETAIL. 8 LENGTHS TO BE CUT G. WOOD BENCH BRACKETS SHALL BE MADE FROM 3 1 G STAINLESS STEEL TO DIMENSIONS SHOWN. ALL HARDWARE SECURING WOOD AND ATTACHMENT TO WALL SHALL BE STAINLESS STEEL HARDWARE. j 7• Water effects shall be as follows: iLarge Fountain -The large fount 1 » g ai consists of a 16 -6 interior diameter upper basin containing a central fountain bowl. A large bubbler jet operates at approximately 30" spray height in the center of the bowl. Additional water is introduced into the bowl and the resulting water flows around its perimeter into the basin. Water from the upper pool flows over a weir, approximately 15' length, and into a lower basin. Mounted atop weir is a Coleman Center sign with the goal of the sign to look as if it is floating above the water floating over the weir. In the lower basin are (5) smaller bubbler jets that operate at approximately 18" spray height. Fittings in the lower basin maintain the proper water level and return the water to an underground equipment vault for filtration and recirculation. The equipment vault contains a 5 HP display pump, a 3/4 HP filter pump, cartridge filter, chemical feeder, sump pump, valve assemblies, vent fan, and a UL listed electrical control panel. Submersible lighting for the fountain consists of (4) freestanding LED light fixtures around the base of the fountain bow an (5) freestanding LED light fixtures in the lower pool to illuminate the weir and signage. The LED lights bowl, e white diodes. Small Fountain - The small fountain consists of a 10'-6" interior diameter single -level basin containing (5) bubbler jets operating at an 18" to 24" spray height. Fittings in the basin maintain the proper water level and j return the water to an underground equipment vault for filtration and recirculation. A ring style LED light fixture j with RGBW diodes is located at each jet for even illumination. The lights can be set to white, or any individual color for evening & nighttime illumination. The equipment vault contains a 2 HP fountain pump, cartridge filter, chemical feeder, valve assemblies, vent fan, and a UL listed electrical control panel. 8. Refer to full fountain specs and equipment list i U PERMIT SET c� Q N M n JE U- O 4 ® c N C8 J 0 E 'V V 70 a Q � M� Y M � w� sw >LO mo C � N ey a QO _� O = CL X E� c C 0 L.L. f- 0 i C 0 2t STATE OF FLORIDA: LA 1260 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND IS THE PROPERTY OF B.BURKE & ASSOCIATES INC. AND IT SHALL NEVER BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN PERMISSION OF B.BURKE & ASSOCIATES INC. DRAWN BY: CG CHECKED BY: BB PLOT DATE: May 27, 2019 NMMWIIIIIIIIIIIIIIIIIIII REVISIONS 1 10-28-19 Coleman Drop -Off Modification SCALE:. As Shown PROJECT NO: LS -24 PERMIT SET SHEET NO: 24 of 24