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1600 Selva Marina Drive 14-00001080 (Entrance tower) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 Application Number . . . . . 14-00001080 Date 8/11/14 Property Address . . . . . . 1600 SELVA MARINA DR Tenant nbr, name . . . . . . ABCC ENTRANCE TOWER Application type description COMMERCIAL OTHER Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 35000 ---------------------------------------------------------------------------- Application desc ABCC ENTRANCE FEATURE/TOWER ---------------------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- ATLANTIC BEACH PARTNERS, LLC MAIER DEVELOPMENT SOLUTIONS 414 OLD HARD RD SUITE 502 12786 HUNT CLUB RD N ORANGE PARK FL 32003 JACKSONVILLE FL 32224 (904) 759-1395 --------------------- Structure Information 000 000 ---------------------- Occupancy Type . . . . . . RESIDENTIAL ------------------------------------------------------------------------ Permit . . . . . . COMMERCIAL ALTERATION/OTHER Additional desc . . Permit Fee . . . . 225 . 00 Plan Check Fee 112 . 50 Issue Date . . . . Valuation . . . . 35000 Expiration Date . . 2/07/15 ---------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Landscape Maintenance Agreement required. 2010 FLORIDA BUILDING CODE, FLORIDA FIRE PREVENTION CODE 2008 NATIONAL ELECTRIC CODE *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Provide ROW Permit, and Revocable Encroachment Permit. Modify location of structure as discussed in field meeting with Chris Walker & ABCC on 7/11/14 ---------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 3 . 38 ENG REV BLDG MOD OR ROW 25 . 00 STATE DBPR SURCHARGE 3 . 38 UTIL REV MODIF OR ROW 25 . 00 -------------------------------------------------------------- nn PERMIT��r P yY IN ACCORDA�4#NQFi0ALL CITY OF RTIC BEACP610I kki AND THE PL IDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD m= ... ATLANTIC BEACH, FL 32233 Page 2 Application Number . . . . . 14-00001080 Date 8/11/14 ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 225 . 00 225 . 00 . 00 . 00 Plan Check Total 112 . 50 112 . 50 . 00 . 00 Other Fee Total 56 . 76 56 . 76 . 00 . 00 Grand Total 394 . 26 394 . 26 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. Fr Cit of Atlantic Beach R Vic°�" „ T s Y APPLICATION NUMBER Building Department I ro be assigned by the Building Department.) `1 800 Seminole Road i JUL 0 9 2014 j r� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 " Fax(904) 7,2F45 r` f E-mail: building-dept@coab.us -- Date routed: 711 City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: CQ��O S��yQ ��hq De Of. :3nt review required Yes No tCRi dint Applicant: D " CI PIanninc -]:Zonin Tree V77istrator Project: �' J�.iCi '��l�U- *n_ c rN y ire Sr, :s :Review fee $ �� Dept Signature a 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: Approved. 7enied. (Circle one.) Comments: V BUILDING 6jVa.Sel ��rscc�i.�rne %n 6&-7//-c/ Qct ksh.d /o�a�i'o� in field w PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denied. PU WORE S Comments: P I U ILITIE PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. . Comments: Reviewed by: Date: Revised 05/14/09 r City of Atlantic Beach APPLICATION NUMBER Building Department o be assigned by the Building Department.) 800 Seminole Road 14- 14090 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I(OW S-r Ivo,mtky*\q _ De art, :ant review required YeV No Ain Applicant: IC Planning- Zonin Tree [[22c iistrator Project: AOCTa-,u-Cy— k oduA Public L pie Pub is , ty ire Sr �s Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B 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: pproved. ❑DeniF- (Circle one.) Comments: QBUIL ING PLANNING &ZONING Reviewed by: Date:-2:d TREE ADMIN. Second Review: ❑Approved as revised. ❑D#d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie. Comments: Reviewed by: Date: Revised 05/14/09 " BUILDING PERMIT APPLICATION y —qa .ate+awsM►es= �.xr �, 4 CITY OF ATLANTIC BEACH IJ tFILE COPY 800 Seminole Road,Atlantic Beach, FL 32233 I�� JUL X 7 20 4 a a Office (904) 247-5826 Fax (904) 247-5845 lJL; v Job Address: 1600 Selva Marina Drive (Selva Marina Drive Entry Feature) Permit By Legal Description See Attached Parcel# See Attached Floor Area of Sq.Ft. NA Sq.Ft N/A Valuation of Work $35,000 Proposed Work heated/cooled N/A non-heated/cooled N/A Class of Work(circle one): © Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): ommercia Residential If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No Florida Product Approval#N/A -- For multiple products use product approval form Describe in detail the type of work to be performed: ABCC Seminole Rd. & Selva Marina Dr.Entrance Feature Property Owner Information: Name Atlantic Beach Partners LLC Address: 414 Old Hart Road, Suite 502 City Fleming Island State FL Zip 32003 Phone 904-264-65 E-Mail or Fax#(Optional)904-269-2729 Contractor Information: Company Name: MAIER DEVELOPMENT SOLUTIONS<LLC Qualifying Agent: Douglas Maier (CGC1510122) Address: 12786 Hunt Club Road North City Jacksonville State FL Zip 32224 Office Phone 904-821-8188 Job Site/Contact Number 904-759-1395 Fax#904-821-8188 State Certification/Registration# CGC 1510122 Architect Name&Phone#Cronk Duch Architects 904-626-33452 Engineer's Name&Phone#Hulsberg Engineering Inc. 904-886-2401 Landscape Architect &Phone#Euthenics Studio 904-333-7483 Fee Simple Title Holder Name and Address Atlantic Beach Partners 414 Old Hart Road Suite 502,Fleming Island,FL 32003 Bonding CompanyName and Address N/A Mortgage Lender Name and Address N/A 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 laws regulating construction in this jurisdiction. This permit becomes null and void of work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six 6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,Boilers,Heaters, Tanks and Air Conditioners,etc. 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 NOTICE OF COMMENCEMENT. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of aws and ordinances governing this type o1 work will be complied with whether specified herein or not. The granting of a permit does not presume to av authority to Wolate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. f Signature of Owner /N Signature of Contractor Ip, AL, k W od ' Print Name ..................°.......................I'1'14 �, CP•�tdM2 Print Name Douglas G..Maier............................................. Sworn to ands2 bed before me Swo�tp�an� d subscribed p� r me 20� this y o 20 / this ' l "lay of `1 L Notary Public O�x`,�►SP �����iNo ublic �Q•_nTd wh.'I�w i .�.�� 1ai �c tlh } LLIo � w ,SS SHEET TITLE �p� IE� SE SI� �1'�INOLE Rey yvention Div MEDIAN Jacksonville F're Pre SIGN JUL L,4�'OUTUL 2 9 201+ DEMOLITIO NO EXCEPTIONS PL�,NS E3 EXCEPTIONS AS NOTM) SHEET# DATE ISSUED JUNE 30, 2014 REVISIONS SCALE � n II 1•• 10' Liu 1 S 2011 Not _ - SHEET L � � ° City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) Seminole Road Atlantic L� D Atlantic Beach, Florida 32233-5445 60 Phone(904)247-5826 • Fax(904)247-5845 A E-mail: building-dept@coab.us Date routed: =J 1 City web-site: hftp://www.coab.us �_ APPLICATION REVIEW AND TRAC1,-ZING FORM Property Address: �ty�O �ya'm�,✓�' �1 De ar ir., nt review required Yes No BuiIdin Applicant: �✓ � 1.� Zl //�� //►► —t- �o,� rF �istrator ee Project: L,iC/ l C.rl u Public tilities Public S ty Jire ervices Review fee $ Dept Signature Other Agency Review or Permit Required Review or Rece'. Date of Permit Verifier :-: 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: �pproved- []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. [-]Denied PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denie, Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department (fo be assigned by the Build' Department.) 800 Seminole Road 111`-''� 0 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: hftp://www.coab.us - APPLICATION REVIEW AND TRACKING FORM Property Address ya I ��' �lV� • D ment review required Yes No ���a B u i I d i Applicant: � v r, < Planning &Zonin T tom,/ Tree Adminis rator Project: 1 �w �1' Public ork ublic Utilitie VI.� l� Pubic ire 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: ❑Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [—]Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Building Department f o be assigned by the Building Department.) 800 Seminole Road 14 t`7 L, t 6 40 90 �r Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: COW S-r IVQ Ma4A �Qe�aarf int review required Yes No Applicant: moi' F—,)f d Planning; -Y Zoning Tree c :snistrator Project: AOCIC Tow-- <n2 t�f' �l UV► �G-c (ftot Public U °;-Lie Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receiptof Permit Verified By Date 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: ❑Approved. Denied. (Circle one.) Comments: ,pp 2 � 01 f=r r r A eP/ N FPTQ' I 1S.2,3.q l. l BUILDING PLANNING &ZONING Reviewed by: Date:-7//o / TREE ADMIN. Second Review: XApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114109 Graham, Shirley From: Ratliff, Bob [BRatliff@coi.net] Sent: Wednesday, July 30, 2014 10:52 AM To: Graham, Shirley; Jones, Mike; Arlington, Daniel Cc: Walker, Jennifer Subject: RE: Altantic Beach Tower Permit Status Shirley, Yes,we will need to see this plan. I will take a look at it when we return the ABCC Tower plans. Thanks, &plain 39494ttV, CFPS Jacksonville Fire & Rescue Department Fire Prevention Division Office of Plan Review 214 N. Hogan Street Room 281 Jacksonville, FL 32202 (904) 255-8320 Office (904) 255-8559 Fax CONFIDENTIALITY NOTICE: Please note that under Florida's very broad public records law,e-mail communications to and from city officials are subject to public disclosure. From: Graham, Shirley [mailto•s9raham(b)coab.us] Sent: Wednesday, July 30, 2014 8:40 AM To: Ratliff, Bob; Jones, Mike; Arlington, Daniel Cc: Walker, Jennifer Subject: RE: Altantic Beach Tower Permit Status Bob,Advance Awning and Design dropped off an application for a slopped canopy for the CC at Selva ...do you need to see it? Shirley From: Ratliff, Bob [mailto•BRatijffabcoj.net] Sent: Tuesday, July 29, 2014 4:31 PM To: Graham, Shirley; Jones, Mike; Arlington, Daniel Cc: 'DougMaier@comcast.net' Subject: RE: Altantic Beach Tower Permit Status fig II by Th Ail _ ' `7 �. nt City of Atlantic Beach ._., 7�D IAPPLICATION NUMBER Building Department I o be assigned by the Buildin Departme t 800 Seminole Road , 11 Atlantic Beach, Florida 32233-5445 JUL 0 9 2014 --� b� Phone(904)247-5826 • Fax(904)2Y7. 5 E-mail: building-dept@coab.us gate routed: g ------ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: sc va ffb✓1h(A cv� ment review required Yes No Buildin Applicant: mai ��� lanning Zonin Tree Ac'r-:pis ra or Project: CIG TO LIV f �� u is l'i -�ties _.1 t`► u ire Se�-as Review fee $ Dept Signature R Other Agency Review or Permit Required Review or ec Dateof Permit Verifie + 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: ❑Approved. Denie (Circle one.) Comments: BUILDING (/v PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Deni ` PUBLIC WORKS Comments: C PUBLIC UTILITIES — - t"T w41— CL Q41 wz-irG C6f�srAAACjJ) r PUBLIC SAFETY Reviewed by: Date: l FIRE SERVICES Third Review: ❑Approved as revised. ❑Denies+ Comments: Reviewed by: - Date: Revised 05/14/09 Q c F EUTHENICS F STUD 10 r „ LAND ARCFIITEGTURE B uveAN�Deal�c�+� 14 904 246 6219 904 241 6962 Fax . O kelYioreacomaastnet G © „ FLowloaPE No. R91 sEOA REB.Na.6" G G TOS G G V G V AV G V GV I:3 V U J � wJ �Q jig IRRIGATION PLAN U o IaZ LL Uo = y� HEAD KEY Q N j" LEGEND O RADOM nes.•mmm � 1.3 Ql W U ID. pEaGRIPTION EFECFO ICATION • RAeOS .c WW POP Q V ® RAImmo man hale r ® WATER aOARCE I'Irrigation Meta by Contractor J A0 neASOm o-.O . ` 73 1— O cOMIRou� R mbs EaP.4 euuee Ci"k V J J Q ep waOsm-.T ►� BALL VALVE 2'Bra"aVValve Box c0 RAND00-.w Q P004 SACKRM DEVICE Watts 00'1-OT-15 m.. MAH-W 2'GL 200 PVC o0 "'O'm WO _ gtEEVWx 4'POlgetr kww Or 604 40 PVC. to RADOM.4WT LATERAL PIPE CL 200 PVC,PrObv"PIPs r p RAseam-x _J 'J VALVE MRIMRe �0 RADOe -4WT M' VALVE SIZE Ralrblyd PGA G0 w0 RADOM_OTT u GPM wp RADOM-1 GPM VJML R VALVE Rembtrd FGA t50 AV p RADOM VAN earero H=LK Gw0 RADOM HOZAA once THAN 0.R IRRIGATION NOTES � RADOM 6606 rm,easP.Rra.ed.E n O RADOM 0086•FPR-x Rs.t caea.E L irrigation Contractor and boring mbcoWactor shall be rewpor.ible SELVABMARINA For calling and dentiNing and ver all utilltes before digging. SEMINOLE 2. irrigation Contractor"llshall be roeponsable For all applicable MEDIAN ! fees,pernits,roadway safety comerco and Maintsnf e or TrSM—C 3. All Pipe And Wire oder paving shell be plaesd in dlreetlonally DEMOLITION bored 4'Poly tivJ10le sleeves.sleeves shell extend 5'Into a LAYOUT plant bed,each and. PLANS 4. w"W slall Lateral Ji shell have ll be k2uria'd to aa ovn*a minimm cover of Ib', llmftm of I2. JUNE:3WO,2014 5. The Contractor should take caro to reroute piping as IH"4E necessary to avoid utilities and Vee rootballs. 6. All SprMll om shell be sets Prevent to prevweater onto with F*K-p"3'from estALE om sage of cconm ate deb. 1. All Piping ddRetream of Solenoid valor to be CI 200 P.VG. I' IV' NTS proy�r �t�een 9 B. 61�Ives she n►till 7no� t�with fresh batter�e.t0 and % wall Backrbe Prsventer as CIOs to Right-of-way line SFE as possible and in a protected area IF po.slble. 57—:2:7d IO.All spray zones shell Fun Far tsianty mhAm throe tiers a week April to September and twice 4 weak October-March Q CABOAi.E PALH TO REMAN ----- 3 EUTHENICS STUD I O coNTNuolu G F�R'AN� ANINO \ 1 PERIPWER.t. uaew DEGICN GILT FENCE V DEE �----REMOVE E C:K COLWN 904 746 6419 l AND FOOTNGS 904 741 9967 FAX 11 boMmu lb costnat 14'LAUREL OAK 11 v FLORIDA IRO. NO N" 1 1 GEOIGIA R>rCi.NO.6N \ RELOCATE REMOVE \ u0 rETERa 24'LAUREL OAK 1 ER'1 LIVE OAK i 1 TO REMAIN i' /ice i �s L 4E1RaKaN / (� CONCRETE IN EE REMOVED/ W oMrOVOL E 5RIM CIYN. GILT FENCE MED OVAFTER / PLANTER AND FOOTNC•6 WEAVER CLM IG POURED PMPWERY SILT IDIRECTIONAL 61GNG NV w� TO REN RA �y \ L Z J W aELVA MARINA DRIVE LU I >Q �\ OQ W 0 \\ UoFW LL Z AND LWpERgWWaIGI4i UJ 4 � UJy d � uj >m cCFllaeeTE W n 1n J u DRIVEWAY 11J H d J o � Z 0 r }— v 0 TI I CC SEBA ENA MEDIAN SIGN DEMOLITION PLAN DEMOLITION 4 LAYOUT PLANS JUNE 30,4014 AIM NORTH 6WEET e Ls-� OF4 I-DM HAWOLIA F'RESTRAW MJLCFI DARE ST.Akr"TI E 60D 6O0 6F + + + 9-NELLE + + + +++ + + + + WOOL NB + :D++++:+++++ + + * + + + NOLLT-10'6P PRE 6TRAW + ++ + + + + + + +++ rAL04 ONLY + + + + 0 aao i+ + + + + + + + + + + + + + PRE STRAW ++++++ + ++++ MLILCJ4 ONLY + ++ \ \\ + + 220-AGAPANTNIIS + + \ \�\ .\\ A + \ 2-'ouEErl + \ TOWER \ EMMA'LILY I-DDD MAC*40LIA \ \. -\\ \ 60 SF-ANNUAL PRESTpAu t-L LCN BASE \ \ COLOR 210 VWAW JASMW OEM-LVA 60D 830 OF PLANTING PLAN MEDIAN 51GN PLANT SGHEDULE REMARIKS QTY. KEY COMMON NAME BOTANICAL NAME SIZE HEIGHT SPREAD 2 I"L'+B OD.SLANG��*1�MAWIOLIA rIKr10. LA dpAmPLORA 77D.OLNY.HM® b'GAL Ib'-b' 10'-12' ST'RAKsFR,FUl1 TO BASE 3 NR8 NELLIE STEVENS NOLL7 ILEX GOMiITA'NJS.STEVEN6' 65 GAL IO'-12' b'-�' PILL TO BASE•TRMMED 2 OE GUEEN EMMA LILT GRNM AWC+U8T1J1'CAIEEN EI'MA' IS CAI. 30*_36' 3'-4- FULL,6PECrM ACCENT 220 AA AGAPANITFUS AGAPANTFAJB AFRICANI6 I GAL Ib' 16' 4-5I5 MRL 5 e TA DWARF ASIATIC JASMRE TRAGFELOSPEM"'M ASIATICIM I GAL 4' 14' PILL•3-M*4ER MN 60 OF AG ANNUAL COLOR SEASONAL MASS PL.ANTW- i'POT - _ MIX OlsiraN11C6 RiTO BED 5008F 60D 6T.AUGUSTREGRAS6 STENOTAPE�1'T SECINDATIJ"I W'X 24' FFiE6N TION' I6'X 24' 590 SF SOD 'CELEBRATION'BERMUDA GYTIODON DAGT'fLON'CELEBRA REMOVE ALL.CONSTRUCTION AppROVED 61LT FENIC DEBRIS FMOM PLANT BED FABRIC ON 2'Rx 2'WOOD E ROVIDDRAINAGE STA pE POSITIVE S 3'O.G. RIL SPACE 4'PINESTRAW MULCH C�TMICTION 81DE— BED PLANT AT LEVEL GRADE EDGE b'901E MIX(1/9 COMPOST• M B 2TOPSOIL) FEELOIU OF FENCE ROTO-TILLED NTO SOIL ON BOTTOI'T ECMp?R STYE ING IL 5AOQ'ILL OF LIMEROCK AND DEBRIS SILT FENCE DETAIL CsROUNDGOVER PLANTING DETAIL Nr9 2 2 e ANTER ILl4LL •' - z'UDE GONG. FOOTING CENTER NEW TOLLER IN (' \ CIRCLE I \ 1 I I I \ \ I I I I CONCRETE LOCATION FORT PW . .. omvf y AT OW 6''16MAD NO'LF 6ELVA MARINA DRIVE PLAN LAYOUT ;I RELOCATED CONTROLLER ' 'CpNTRTOL'�LER ERMLEOCAGTR IIED PETER 170 V OR eouRCE METER Y ALUMMJT T&-L 8EE L l TOWER FLOOODLL*14T T p FL�OODLIGHi L.OWW mAALL M-000LOW LIGHTING PLAN e y y i! i pop i 1V:,11tit, - ,Y j Mid lw s s a c: Col i f. r l is S / � I } i . s j �4 tY� n 1 & 00 SLS � AfRINA rDfRIVE TL NT C CH F: LOf;; 11D ' I ID i r — I SEt"�l NOLE :RCSELV t�� fRIN IDIZRIVE NCETUf;RE 03 2C14 JUNE,= 0 ills / it I 1 t AfRGC 41TECT LANED&GAPE Ai;PCH1TECT SI" IUCTUfR L ENGsINEEfR EDUC � AfRCSITECTS E � T � EICS STUIDIC HUL55EfR,G ENG; INEEfRINGz INC . 1304 = & 2 & - 3-452 1304 T'- 333 - 14a3 eO4 _ Oa& = 2 .401 { 4 i 1 } 3g, MEp1AN \9� PL C:Ar=CAT PALM EUTHENICS 2 ISED TO OLF COURS LANTER WALL �TU f i 2' WIDE CONC. 3g LAND ARCHITECTURE FOOTING COMMUNITY PLANNING URBAN DESIGN CENTER NEW � /� �- ��\��'�¢ \ \ TOWER IN PLANTS / �, \ -"'� REMOVE BRICK COLUMN 904 246 6219 CIRCLE \ 1 1 REMOVE AND FOOTINGS 904 241 8382 fax \ \ I I 14" LAUREL OAK lcellmore�comcastnet A.' \ ,;' / FLORIDA REG. NO. 11(o0 V < 1 GEORGIA REG. NO. (068 RELOCATE ELECTRIC 4 REMOVE 24" LAUREL OAK N20. METERS = i OLD MASONRY WALL W/h1 0 ,. CONCRETE LOCATION FOR REF. �� RELOCATE DRIVEWAY -I' LIVE OAK SEAL ~ NEW 6' HEADER CURB AT E.O.P. 4' OFF WALL BRICK PLANTER 140 LF CONCRETE E SIGN WALL TO DRIVEWAY BE REMOVED SELVA MARINA DRIVE REMOVE BRICK COLUMN, PLANTER AND FOOTINGS DIRECTIONAL SIGNS TO REMAIN il— U SELVA MARINA DRIVEZ Z FLAN LA *�OUT } Z Qp tjj REMOVE ' 9' CHERRY LAUREL Lu U LH CONCRETE () 1_U } DRIVEWAY ( —1 U Ove Z in RELOCATED -1 ® ME4 IRRIGATION 1 BFP 0 U Q' CONTROLLER ® IRRIGATION ® CONTROLLER RELOCATED � 0 ELECTRIC 2 II METER � --ll. I 1 w II 120 V GFI SOURCE ' ROM METER SHEET TITLE J 148CC &ELVA MARINA SEM INOLE -�- �:.. MEDIAN N DEMOLITION FLAN 9" ALUMINUM DEMOLITION LETTERS PTD. 4 LA 'OUT MOUN TSD OT WEL PL�4NS MASONRY WALL SEE D , �-� DATE ISSUED TOWER FLOODLIGHT JUNE 30, 2014 - KICHLER 15152 LED 12.4 W, 35° FLOODLIGHT REVISIONS LOW WALL FLOODLIGHT - KICHLER 16010-30 LED 13 W, 35° FLOODLIGHT TOWER SPOTLIGHT - KICHLER 15-151 LED SCALE 12.4 W, 10- SPOTLIGHT ' Llr-;r�TIN� FLAN NORTH SHEET - dor i I i 1-DD5 MAGN LIA PINESTRAW MULCH BASE C F EUTHENICS ST. AUGUST INE SOD C I CJ T U D (O 500 SF CC 1° + + + 11 LAND ARCHITECTURE + + + + COMMUNITY PLANNING + + + + 3-NELLIE C ® 1• URBAN DESIGN + + + + + + + + STEVENS ® 14 + + + * + + + + HOLLY- 10' SP / + + . . . + + + + + + PIN_ STRAW ® 904 1 5 Sfax ++ + + + + + � + MULCH ONLY C 2 kelmorescomcast.net + + + + + �+ + 1' PINE STRAW + + + + + + C 11 FLORIDA REG. NO. 1160 MULCH ONLY + + + \ + + GEORGIA REG. NO. 666 220-AGAPANTHU5 + + + \� \. \\ \ + ,41�,ApICARF + + \ \. \ \ JASMINE + + + \\ TOWER C C \ 2-'QUEEN + \ TOWER EMMA' LILT' C 1-PP15 MAGNOLIA \ 14V PINESTRAW MULCH BASE \ \\ \ Sm SF-ANNUAL s \\ \ COLOR C SEAL \\ \ AV 14V ASIATIC DARF \\ \ \\ \ C JASMINE \. \ V CV BERMUDA SOD 530 SF V` x fL ANT f Nr_.:P FLAN AN �- C lf f �AT ION FLo m aA 1U :Z U_ 1„CED IAN SIGN PLAN' SCHEDULE > QTY. KED' COMMON NAME BOTrANIGAL NAM SIZE HEIGHT SPRE,4D REMARKS MEAD KE 2 MGB D D. BLANGHARD MAGNOLIA MAGNOLIA GR.ANDIFLOR4 V D. BLANCHARD 6" CAL 16' - 18' 10' - 12' STRAIGHT, FULL TO BASE L G ND CW - } CB Q RAINBIRD 1806 6' RISER 3 NRS NELLIE STEVENS HOLLY' ILEX CORNUTA ' N.S. STEVENS' 65 GAL 10' - 12' 6' - 1' FULL TO BASE, TRIMMED I D• DESCRIPTION SPECIFICATION � � W U RAINBIRD 1812 HIGH POP O � � i i, ® RAINBIRD SHRUB RISER (�� � U +,I J�11-11 2 QE QUEEN EMMA LILT CRINUI"1 ANGU5TUM 'QUEEN EMMA' 15 GAL 30" -36' 31 - 4' FULL, SPECIMAN ACCENT Q WATER SOURCE 1" Irrigation Meter by Contractor t-- Q R>AINBIRD — 15Q © CONTROLLER Rainbird ESP, 4 Station Clock ,A 220 AA AGcAPANTHUS AGAPANTHUS AFRICANUS 1 GAL 16" 16" 4-5I5 MIN. " O RAIN51RD - 15T ►� BALL VALVE 2 Brass w/Va Ive Box B _ U O RAINBIRD — 15H 1 - 580 TA DWARF ASIATIC JASMINE TRACHELOSPERMUM ASIATICUM 1 GAL 4 141 FULL, 3-RUNNER MIN. r`004 BACKFLOW DEVICE Watts 007 QT- 1.5 c MAINLINE 2' CL 200 PVC Q RAINBIRD — 15TQ S0 AC ANNUAL COLOR SEASONAL MASS PLANTING 6" POT - - MIX ORGANICS INTO BED ° SLEEVING 4" Polyethylene or 5CH 40 PVC EO RAINBIRD - 4'SST 500 SF SOD ST. AU USTIN GRA SS STENOTA HRUM SECUN D ATUM 161 X 24" FRESH LATERAL PIPE CL 200 PVC Pressure Pipe F Q RAINBIRD — 15F 3 VALVE NUMBER G Q RAINBIRD — *EST 530 SF SOD 'CELEBRATION' BERMUDA CYNODON DACTYLON 'CELEBRATION' 16' X 24" FRESH 11%' VALVE SIZE Rainbird PGA 50 Q RAINBIRD — 15TT 24 GPM VALVE Rainbird PGA 150 BB O RAINBIRD - I GPM BUBBLER AV 0 RAINBIRD VAN SERIES NOZZLE CI0 RAINBIRD NOZZLE OTHER THAN 15' R I RR IGA I ION NOTE 5 O RAINBIRD 5006 — MPR-35 PART CIRCLE ORAINBIRD 5006 — MPR-35 FULL CIRCLE SHEET TITLE 1. Irrigation Contractor and boring subcontractor shall be responsible for calling and identifying and verifying all utilites before digging. 145CC REMOVE ALL CONSTRUCTION SELVA MARINA DEBRIS FROM PLANT BED 2. Irrigation Contractor shall be responsible for alla applicable 5EMIN OLE PROVIDE POSITIVE DRAINAGE fees, roadway safety concerns and Mainenance of traffic. MEDIAN FULL SIGN SPACE 4' PINESTRAUJ MULCH 3. All Pipe and Wire under paving shall be placed in directionally DEMOLITION bored 4' Polyethylene sleeves. Sleeves shall extend 5' into 4 LAYOUT BED plant bed, each end. PLANS ti° EDGE ° .� �' PLANT AT LEVEL GRADE �' II 4, Mainlines shall be buried to provide a minimum cover of 18', 6 SOIL MIX C1/3 COMPOST, while all Lateral lines shall have a minimum of 12'. uuumno omm m;iu nuuuu nuns ;�ui„si;� in�� a i!o� � 8�n�0- ° 2/3 TOPSOIL ROTO-TILLED INTO SOIL DATE ISSUED 5. the Contractor should take care to reroute piping as necessary to avoid utilities and tree rootballs. JUNE 3O, 201 REVISIONS 1 COMPACTED EX15TINGc SOIL BACKFILL 6. All Sprinklers shall be site adjusted to prevent water EXISTING TOPSOIL FREE overthrow onto roadway surface. Heads shall be set OF LIMEROCK AND DEBRIS with flex-pipe 3' from edge of concrete curb. GR0UNDC0VER PLANTING; DETAIL. 1. All Piping downstream of Solenoid Valve to be CL 200 P.V.C. SCALE f NTS 8. All Valves shall be ppro rammed to run between 3:00am, to '� 1ll = 10 6:00 a.m. and installed�nd tested with fresh batteries, C3. g y Install Backflow Preventer as close to Right-of-Way line ' SHEET H` ` NORTH i as possible and In a protected area if possible. 10. All spray zones shall run for twenty minutes three times a week ��-v L5 _ 2 O April to September and twice a week October - March. E UTHEN f C& 6 6 2x4 WINDOW BUCK STUD f O 2x3 WINDOW SASH FRAME LAND ARCHITECTURE COMMUNITY PLANNING URBAN DESIGN CUSTOM CUT RAIN GLASS 1304 246 62 9 904 241 8382 fax kel Imoreecomca st.net RIPPED 2x8 SILL PT., KDT i'2, PRIMED 4 PAINTED FLORIDA REG. NO. 1160 GEORGIA REG. NO. (oro8 t ,,, SECTION ENTfRANCE TOWER CAP WALL_ 10, r SEAL 5/8 STRUCTURAL COPPER FINIAL SHEATHING 10" SPHERE WITH BASE AND SPEAR TOP —A STANDING SEAM 24' HEIGHT COPPER ROOF 12 \2'-5�' 4 V ICI 1 X 3 PURLINS EXPOSED O.H. 2 X 6 RAFTER & TAIL @ EAVE ONLY, PT, KDT #2 STANDING SEAM PRIMED & PTD COPPER ROOF 2 X 3/8" BOLTED CONNECTIONS - SEE 5/8 T & G 011v STRUCTURAL CEILING ' > Q 2 X 6 RAFTER 6 X 6 HEAD & SILL DOUBLE STRUCTURE �ICv SINGLE 3x& DIAGONAL TAIL � Q � PRIMED . KDT #2 UST PTD RAIN LA C KDT PT #2 O Pt KDT 02 - PRIMED 4 PTD PRIMED & PTD `� r- Lill O SINGLE 3 X 6 DIAGN❑L !.L PT, KDT #2 - PRIMED & I — PTD , . 6 X 6 HEAD & SILL STRUCTURE F' I� 6 X 6 VERTICAL KDT PT #2 I, ROUTED CORNERS STRUCTURAL MULLI❑NS PRIMED & PTD 4NL fl COMPOUND PLATE 2 X 6 APPRON LU -A U '{ CONNECT❑R-WELDED PT, KDT #2 CID — STAINLESS STEEL 316 PRIMED & PTD > v � � 4 X 4 BEVEL CUT SILLUl & 2 X 6 APPR❑N }- PT, KDT #2 PRIMED & 3'X3' ABCC LOGO IN PTD COLORED 3—D PLASTIC RESIN W/ SST MOUNTING TABS 2x6 STUD WALL SET 1 OFF OF SHAKE FACE SYP #2 - SEE STRUCTURAL Ln �ICLJ 5/8 STRUCTURAL BLUE LABEL CEDAR E SHEATHING SHINGLE RESAWN AND REBUTTED CORNERS ALTERNATELY BUTTED r �I BLUE LABEL CEDAR SHINGLE RESAWN & REBUTTED I� (1) 3' DEEP CEDAR SHAKE ROW SHEET TITLE (3) 6.5' DEEP CEDAR h } i SHAKE ROWS SE L U,4�MARINA/ SEMINOLE - - _ � SEE MEDIAN 2 x 10 RIPPED TO SIGN ACHIEVE BELLOW _ku / \ L1 CD BED MOULD CYPRESS BRICK POCKET / \ PRIMED AND PTD, CIRCULAR MASONRY RETAINING PLANTER WALL, ROWLOCK CAP 3" X 3/4 PLANTER 2 X 6 APPR❑N ® / - 0 // \ PT, KDT #2 PRIMED & ® 4 COURSES 5' CMU CORE 1Q1h�nl ��flhi►l�hf(f�hffl>'old►h�fflhl�f�lQ�hnf(Inh(fd►ld►h� ►�(I ��fI�►l�h�l 9 DATE ISSUED I�R�I�iB111�,V(PI dN�i9111�,�111�d��i�n��111nd�V� n��111�dfifln �11��dN� 5" BRI LEDGE 12 COURSES BRICK VENEER � PTD � I � , JUNE 30, 2014 W/ "40 EL, 24' O.C., FILL CELL I �IC1J PTD QUEEN SIZE BRICK — W/ MORTAR CONCRETE TOWER FOOTING I I � O I REVISIONS MFG. MATCH CLUB HOUSE FOUNDATION BY STRUCTURAL ENGINEER BSEE S-1 RICK VENEER (� I I' SEE S-1 PAINT t0 MATCH7/1 { I I I 6 CONCRETE I F71H =1ID X 2CONCFOOTING CLI SCALE W/ (2) 040 BAR CONTINUOUSARAM dAhPO �d1111� 111�f�1� PAVEMENT ONG I TUT I ONALSECT ION e ENTIRANCE TOWER i �I i i-1 i-I 1-1 i� � ,I I I,��I I I,;,I 11=1 I I„,I I I- B III, ,III-=1 I I I ,III, ,III,;I I I,� COMPACTED SUBGRADE \ -III- / NORTH \ / SHEET ELEVATION ENTIRANCE TOWEIR \ � � � _ � OE4 a S- F 5Tl.FD 10 CIRCULAR BRICK PLANTER WALL LAND ARCHITECTURE COMMUNITY PLANNING 11 URBAN DESIGN TOWER 9 ASEE' OUTLINE SO4 246 6219 904 241 8382 fax kel 1moreecomca st.net COPPER STANDING FLORIDA REG. NO. 1160 SEAM ROOF GEORGIA REG. NO. 668 DBL. AISLE 5RICK ROWLOCK CAP RAISED PLANTER SEAL ARCH. TO VERIFY IN FIELD ALUMINUM LETTERS ON EPDXED DOWELS \\/ \� 1 PLANTING X I LSA II..DLE LASER RS,T ALUMINUM AfNTED 6" CONCRETE HEADER CURS PAINTED BLACK, THREADED DOWEL lie GAP/2 EPDXYED TO DRILL HOLE 'FONT - NEW TIMES ROMAN � E3 FLAN NTANCE TOW �. LS-4 50RAL BRICK -'MOSSY OAK' —i Lu} I � PAINTED CLUB WHITE -� — � QL z aO p o Io D Z LL tu 1J— —J- FF -1 fuqw w I t A co & CT I OSI 6I GN FACE RETAINING W4LL s-� I cQ z � � � -A h SHEET TITLE A iA5CC 29' - 011 SELVA MARINA/ V LASER CUT ALUMINUM SEMINOLE I.D. LETTERS, PAINTED MEDIAN BLACK, THREADED DOWEL SIGN BORAL 5R1 K -'MOSSY OAK' EPDX1'Ep TO DRILL HOLE PAINTED CLJ5 WHITE A I L54 FONT - 'NEW TIMES ROMAN' t III_.W.__.��_......._.__. ..._.____............................_.._........W...__� ._....__....__... SEE A/LS-4 5RICK ROWLOCK CAP 41 — 01 A T L A N 4 - O� DATE ISSUED E5 'A �4 U N T JUNE 302014 REVISIONS 6" x 18" CONC. CURS W #40 5AR, CONT. �. •Jy.. ;.J, y..•w . �. ROADWAYGALE f 10' ELEV-ATION ESIGN TNORTH SHEET �-4 t I i u �� = i I i Xis �d� •� s��f�.._ •� s: eT -�— — - ---- •�, - - � I _. _._,_,._.. .— — — - _ i - DESIGN SPECIFICATIONS: Q m `t Project has been designed in accordance with the 2010 Florida Building Code, o cn Existing Building (as applicable). U o ki DESIGN CRITERIA: W 2 �a Wind Design Method ASCE 7-10 � 0 Basic Wind Speed: 130 mph Building Risk Category: II E 'L Wind Exposure: C (Enclosed Structure) Building Classification: Business Building Type: Type V Construction Debris: NOT located in the wind-borne debris re Wind-Borne Deb ion >g a� d Unless otherwise noted, project site considerations shall be the responsibility of the co U) CD owner and/or contractor. Examples of such items include, but shall not be limited to, N 0 L �.determination of rade elevations, drainagefeatures, and special re uirements x A Cfl associated with FEMA flood hazard and/or DEP zones. O •T 0 L GENERAL NOTES: 1. The scope of these plans is limited to the structural requirements of this project. z (n = Architectural, civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, m O and flashing requirements are not addressed in these plans. -a _ 2. It is the intent of the Engineer of Record (Engineer) that this work be performed in ~ v conformance with all requirements'of the authorities having jurisdiction over this type 5" 4 CONCRETE SLAB WITH 6x6 W1.4x1.4 WWF OR FIBERMESH OVER o a Z of construction and occupancy. 6 MIL VAPOR BARRIER COVERING CLEAN,COMPACT,TREATED FILL. Q Q, LUU 3. The contractor is responsible for the means and methods of construction. It is the Z = v r contractor's sole responsibility to dbtermine the procedure, sequence, and temporary o bracing as to insure the safety of th,e building and its component parts during. � O ID construction. Q F W w Q . - LLu co 0 0 4. The contractor shall verify all conditions and dimensions at the job site prior to 0!. commencing work. o r l� .. j 5: The contractor shall supply, locate, and build into the work all inserts, anchors, angles, co c L w I plates, openings, sleeves, hangers, slab depressions, or other components as may be a required to attach and accommodate other work. z (3)#5 REBAR BOTTOM AND `o OW o• 6. All details and sections shown on the structural drawings are intended to be typical 1'9" 8" (2)#5 REBAR TOP WITH a ` `` #3 TIES @ 24"O.C. c co and shall be construed to apply to any similar situation elsewhere in the work except '. where indicated otherwise. o � 7. Refer to the structural drawings for all structural details and sections. The contractor w shall contact the Engineer for clarification in cases of conflict between the structural co � "- .. drawings and any drawings pre ared by others prior to commencing work. SECTION o z 8. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. 1" = 1'-011 TCL �p o Y The design of the project structure assumes an allowable soil bearing capacity of 8 j 2000 psf. The Engineer shall be notified if soil conditions encountered differ from the > w•: noted assumptions. All requirements for site preparation and soil compactiono O o W specified in the soils report shalll be followed unless more stringent requirements are Z specified in these plans. H z U-1 Q CONCRETE: O � CD Q C 1. All concrete work shall be in accordance with "Building Code Requirements for ZIW— o Co W LU Structural Concrete," ACI 318-0$,and "Specification for Structural Concrete," ACI 301. m U �_ ~ ZD 2. All concrete shall have the following minimum compressive strength at 28 days: _0 F— Slabs on grade, footings, and misc. concrete: f'c=2500psi s_o„ w Structural slabs, walls, beams and columns: f'c=3000psi Designated radon zones only- all concrete: f'c=3000psi L o a i7i `,• ,Hfll11/11//1��/j 3. Cement shall conform to "Specification for Portland Cement" (ASTM C150) � � 5-• .....S NS 4. Aggregate shall conform to "Specification for Concrete Aggregates" (ASTM C33) NAo 5. Water shall be clean and free of injurious amounts of oil, acids, alkalis, salts, organic �l:/ 1 F�}• material or other substances that are deleterious to concrete or steel reinforcement. 6. Reinforcing steel shall be ASTM A615 Grade 40 unless otherwise noted on the '° F "p""' L � - - - - - - - - - - - - - - �1'Fis 1101N1p,f„� , ES N P structural drawings. All reinforcing details shall conform to "Details and Detailing of Concrete Reinforcement,” ACI 315, unless detailed otherwise on the structural I I drawings. I I L o 00 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in accordance with "Standard Tolerances for Concrete Construction andOrf N M Materials, ACI 117. Footing or slab edges may be up to 1/2 inside of the sill plate. I I �_ LU oO z co -0 - CO 8• All concrete slabs on grade shall be the thickness as indicated on the drawings over �' (13o N 2 ZD minimum 6 mil. polyethylene (visqueen) vapor barrier. Slabs shall be reinforced with I I (D z 6x6 W1.4x1.4 WWF lapped 8" at edges and ends in conformance with ASTM-A 185, I I Q ¢ o a X ma or fibermesh reinforcement shall`be used with a minimum fiber length of Z" to 2" I I 8 c~n U_ complying with ASTM C 1116. The dosage amount shall be 0.75 to 1.5 pounds per cubic yard in accordance with manufacturer's recommendations. I i 0 ,y 0 SCALE: 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and — 0 - - - - - - - - - - - - - - 1'-0U 1/2" = " .O.N. other deleterious material. Structural fill shall be compacted to a density of at least { 95% of the Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated � DO NOT SCALE with termite poison before slab is placed. THIS DRAWING L j RELEASE DATE: - 10. Footings may bear upon undisturbed soil or upon structural fill. Structural fill shall be 06-30-14 compacted to a density of at least 95% of the Modified Proctor Maximum Dry Density f (ASTM D1557) for a depth of at least two feet (2'-0") below the bottom of the footing. = REVISIONS: The following minimum concrete cover shall be provided for reinforcement: f 3" Concrete cast against and permanently exposed to earth 2" Concrete exposed to earth or weather i 1 '/2" Concrete not exposed to earth or weather a 12. All continuous reinforcing steel in concrete shall be lap-spliced with the following ' minimum lengths: FOUNDATION PLAN � DRAWN BY: #4 bars: 21" minimum DJM II #5 bars: 26" minimum #6 bars: 32" minimum CHECKED BY: P W JKH 13• Reinforcement in footings shall be bent around corners or corner bars shall be used. SHEET: U) 14. The contractor shall provide spacers, chairs, bolsters, etc., necessary to support = d- reinforcing stoel. Support items which bear on exposed concrete surfaces shall have o ends which are plastic tipped or stainless steel. I L