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07-18-17 Agenda Packet Amended                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD REGULAR MEETING AGENDA Tuesday / July 18, 2017 / 6:00 PM Commission Chambers / 800 Seminole Road 1. Call to Order and Roll Call. 2. Approval of Minutes. A. Minutes of the May 16, 2017 regular meeting of the Community Development Board. 3. Old Business. 4. New Business. A. ZVAR17‐0003 PUBLIC HEARING (Richard Merriam) Request for a variance as permitted by Section 24‐64, to decrease the side yard setback from a combined 15 feet with a minimum of 5 feet on either side as required by Section 24‐ 106(e)(3) to a combined 13.5 feet with a minimum of 3.5 feet on one side at Atlantic Beach Subdivision A Lot 29 Block 10 (aka 362 Plaza). B. PLAT17‐0004 (Ahern TH Project LLC) Request for re‐plat approval as required by Chapter 24, Article 4 of the Code of Ordinances at Atlantic Beach Subdivision A, Lots 2, 4, 6, 8, 10 and 12 Block 2 (54 East Coast Drive, 329 and 331 Ahern Street). 5. Reports. A. Administrative Variances Approved (None) 6. Adjournment. All information related to the item(s) included in this agenda is available for review online at www.coab.us and at the City of Atlantic Beach Community Development Department, located at 800 Seminole Road, Atlantic Beach, Florida 32233. Interested parties may attend the meeting and make comments regarding agenda items, or comments may be mailed to the address above. Any person wishing to speak to the Community Development Board on any matter at this meeting should submit a Comment Card located at the entrance to Commission Chambers prior to the start of the meeting. Please note that all meetings are live streamed and videotaped. The video is available at www.coab.us. If any person decides to appeal any decision made by the Community Development Board with respect to any matter considered at any meeting may need to ensure that a verbatim record of the proceedings is made, including the testimony and evidence upon which any appeal is to be based. In accordance with the Americans with Disabilities Act and Section 286.26 of the Florida Statutes, persons with disabilities needing special accommodations to participate in this meeting should contact the City not less than three (3) days prior to the date of this meeting at the address or phone number above.                                                                                                                                                                                                                                                                            MINUTES OF THE REGULAR MEETING OF THE COMMUNITY DEVELOPMENT BOARD May 16, 2017 1. CALL TO ORDER AND ROLL CALL. The meeting was called to order at 6:35pm. All members were present except Richard Reichler, Patrick Stratton, Sylvia Simmons and Kelly Elmore. Alternate member Judy Workman was asked to fill in. Also present were Planner Derek Reeves, Board Secretary Grace Mackey and representing the firm Lewis, Longman and Walker, Mrs. Brenna Durden. 2. APPROVAL OF MINUTES. A. Minutes of the March 21, 2017 regular meeting of the Community Development Board. Chair Paul decided to move this item to the next meeting when more board members were present. 3. OLD BUSINESS. There was no old business. 4. NEW BUSINESS. A. 17‐UBEX‐497 (PUBLIC HEARING) (Atlantic Beach Paint Party) Request for a use‐by‐exception as permitted by Section 24‐111(c)(3), to allow on‐premises consumption of alcoholic beverages in accordance with Chapter 3 of the code at 703 Atlantic Boulevard Unit 707. Staff Report Planner Reeves explained that the property in question is in the Commercial General zoning district, with a Future Land Use of Commercial. It is an existing shopping center and no changes to parking have been proposed. The proposed business is to have group painting classes and private events as such, that are 2‐3 hours Page 1 of 2                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     long each. These events will end by 9:00pm Monday through Thursday, and 10:00pm Friday through Sunday. The applicant’s request is to provide alcoholic beverages at these events to adults 21 years of age and older. The need for a use‐by‐exception comes from Chapter 3 of the City’s code, regarding the consumption of alcoholic beverages. Planner. Reeves also clarified that the City’s codes regarding alcohol consumption on‐premises did not differentiate between the sources of the alcohol, meaning, if the applicant’s request for on‐ premises consumption of alcohol is approved, then she could potentially sell alcohol on‐premises as well. Applicant Comment Amy Carson, 752 Cavalla Rd, 32233 introduced herself as the applicant. She explained that she has been a business owner for 15 years in Jacksonville Beach and decided that she wanted to open a business in Atlantic Beach where people could come and paint with their friends and kids. Ms. Workman asked the applicant if all other code requirements had been met, specifically parking requirements. The applicant responded that they had. Public Comment Chair Paul opened public comment. With no public comment, Chair Paul closed the public comment. Board Discussion There was no board discussion. Motion Ms. Lanier motioned to recommend approval of 17‐UBEX‐497 as written. Mr. Mandelbaum seconded the motion. The motion carried unanimously. 5. REPORTS Chair Paul decided to defer all reports to the next meeting due to the lack of members. 6. ADJOURNMENT. Chair Paul adjourned the meeting at 6:56 PM. _______________________________________ Brea Paul, Chair _______________________________________ Attest Page 2 of 2         CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT AGENDA ITEM 4.A CASE NO LOCATION ZVAR17-0003 Request for a variance as permitted by Section 24-64, to decrease the side yard setback from a combined 15 feet with a minimum of 5 feet on either side as required by Section 24-106(e)(3) to a combined 13.5 feet with a minimum of 3.5 feet on one side at Atlantic Beach Subdivision A Lot 29 Block 10 (aka 362 Plaza). 362 Plaza APPLICANT Richard Merriam DATE STAFF July 14, 2017 Brian Broedell, Planner STAFF COMMENTS The applicant is Richard Merriam, the owner of 362 Plaza. The property is a platted, rectangular lot in the Residential, Single-Family (RS-2) zoning district. The lot is 50 feet wide and 130 feet deep and is located mid- block on Plaza, between Seminole Road to the west and East Coast Drive to the east. Plans for the demolition of the existing house and construction of a new two-story single family house at this property are currently in permitting review. A variance is needed for a section of the house that would be located 3 feet and 6 inches off the western (side) lot line. Section 24-106(e)(3) requires side yard setbacks to be a combined 15 feet, with a minimum of 5 feet on either side in the RS-2 zoning district. The house would be setback 10 feet from the eastern (side) lot line, resulting in a combined 13 feet and 6 inches of total side yard setbacks. The section of the house that will violate the minimum 5 foot side yard setback is the home entry located in the western front of the house and encompasses both stories. The home entry is 8 feet and 2 inches deep, meaning a total of 12.25 square feet of the house would exist within the required side yard. Beyond the home entry, the house is setback exactly 5 feet from the western lot line. Roof overhangs of 2 feet are proposed for this section of the house. If approved, this would result in the roof line being 1 foot and 6 inches from the western lot line and 3 feet and 6 inches within the required side yard. Section 24-83(b) allows structural projections up to 24 inches into the required side yard.       The current plans for this proposed house violate additional sections of the land development code as well:  Both second story exterior side walls violate Section 24-172(c)(1) which requires exterior side walls exceeding 35 feet in length to provide horizontal offsets in order to break-up the appearance of side walls.  The proposed roof overhangs on the eastern side of the house project 25 inches into the required side yard, exceeding the 24 inch projection allowed by Section 24-83(b). ANALYSIS Section 24-64(b)(1) provides that “applications for a variance shall be considered on a case-by-case basis, and shall be approved only upon findings of fact that the application is consistent with the definition of a variance and consistent with the provisions of this section.” According to Section 24-17, Definitions, “[a] variance shall mean relief granted from certain terms of this chapter. The relief granted shall be only to the extent as expressly allowed by this chapter and may be either an allowable exemption from certain provision(s) or a relaxation of the strict, literal interpretation of certain provision(s). Any relief granted shall be in accordance with the provisions as set forth in Section 24-64 of this chapter, and such relief may be subject to conditions as set forth by the City of Atlantic Beach.” Section 24-64(d) provides six distinct grounds for the approval of a variance: (1) Exceptional topographic conditions of or near the property. (2) Surrounding conditions or circumstances impacting the property disparately from nearby properties. (3) Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. (4) Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. (5) Irregular shape of the property warranting special consideration. (6) Substandard size of a lot of record warranting a variance in order to provide for the reasonable use of the property. The applicant stated in their application that the width of the lot (50 feet) does not provide sufficient space for the construction of a two car garage and appropriate home entry while also complying with the combined 15 foot side yard requirement. Page 2 of 3   REQUIRED ACTION The Community Development Board may consider a motion to approve ZVAR17-0003, request to decrease the side yard setback from 5 feet as required by Section 24-106(e)(3) to 3 feet and 6 inches to allow for the construction of a home entry at Atlantic Beach Subdivision A Lot 29 Block 10 (aka 362 Plaza), upon finding this request is consistent with the definition of a variance, and in accordance with the provisions of Section 24-64, specifically the grounds for approval delineated in Section 24-64(d) and as described below. A variance may be granted, at the discretion of the community development board, for the following reasons: (1) Exceptional topographic conditions of or near the property. (2) Surrounding conditions or circumstances impacting the property disparately from nearby properties. (3) Exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. (4) Onerous effect of regulations enacted after platting or after development of the property or after construction of improvements upon the property. (5) Irregular shape of the property warranting special consideration. (6) Substandard size of a lot of record warranting a variance in order to provide for the reasonable use of the property. Or, The Community Development Board may consider a motion to deny ZVAR17-0003, request to decrease the side yard setback from 5 feet as required by Section 24-106(e)(3) to 3 feet and 6 inches to allow for the construction of a home entry at Atlantic Beach Subdivision A Lot 29 Block 10 (aka 362 Plaza), upon finding this request is not consistent with the definition of a variance, or it is consistent with one or more of the grounds for denial of a variance, as delineated in Section 24-64(c), described below. No variance shall be granted if the Community Development Board, in its discretion, determines that the granting of the requested variance shall have a materially adverse impact upon one (1) or more of the following: (1) Light and air to adjacent properties. (2) Congestion of streets. (3) Public safety, including traffic safety, risk of fire, flood, crime or other threats to public safety. (4) Established property values. (5) The aesthetic environment of the community. (6) The natural environment of the community, including environmentally sensitive areas, wildlife habitat, protected trees, or other significant environmental resources. (7) The general health, welfare or beauty of the community. Variances shall not be granted solely for personal comfort or convenience, for relief from financial circumstances or for relief from situation created by the property owner. Page 3 of 3 q_v A eJ7-oao3 I JUN 2 1 2017 APPL(CATIONFORA VARIANCE City of Atlantic Beach · 800 Seminole Road ·Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 · FAX (904) 247-5845 · http://www.coab.us Date _6/2/2017 _ File No ·------------1 1. Applicant's Name __Richard Merriam__________________________ _ 2. Applicant's Address __4451 Mendenhall Drive, Dallas TX 75244,__________________ 3. Property Location __362 Plaza, Atlantic Beach FL 32233___ __________ _ ___ ___ 4. Property Appt·aiser's Real Estate Number _ _ 169972-005R'----------------------­ 5 . Current Zoning Classification _0100 Single Family_ 6. Comprehensive Plan Future Land Use designation ~--- 7. Provision from which Variance is requested: 8'2" portion of home is 1'6" closer to property line than is allowed._ 8. Size ofParcel_50' x 130'-----------­ 9. Homeowner's Association or Architectural Review Committee approval required for the proposed construction. KJ Yes 0 No (If yes, this must be submitted with any application for a Building Permit.) 10. Statement of facts and site plan related to requested Variance, which demonstrates compliance with Section 24-64 of the Zoning, Subdivision and Land Development Regulations, a copy of which is attached to this application. Sta tement and site plan mu st clearl y desct•ibe a nd depict the Variance that is r equested. 11. Provide all of the following information: a. Proof of ownership (deed or certificate by lawyer or abstract company or title company that ver ities record owner as above). If the applicant is not the owner, a letter of authorization from the owner(s) for applicant to represent the owner for all purposes related to this application must be provided. b. Survey and legal description of property for which Variance is sought. c. Required number of copies: Four (4), except where original plans, photographs or documents Jarget· th a n llxl7 inches arc s ubmitted . Pleas e provide eight (8) copies ohny such documen ts . d. Application Fee ($250.00) I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT: Signature of owner(s) or authorized person if owner's authorization form is attached: Printed or typed name(s): _Richard Merriam _ ________ ___________ Signature(s): >r:; ~WQJ(ll>... 6 I z.ol rc/r I f ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION Name: __Richard Merr iam _____ ___ ______________________ Mailing Address: __4451 Mendenhall Drive, Dallas TX 75244 _ _____________ Phone: _ 469-964-3326 __ FAX: _ _N/ A._ _____E-mail:_richard.merriam@abbott.com_ 0 The following paragraph sets forth reasons for which a Variance may be approved. Please ch eck th e circum s tan ces that apply to your request and bri e fly des cribe in th e space provided. (d) Grounds tor approval of a Variance. A Variance may be granted, at the discretion of the Community Development Board, tor the to !lowing reasons. 0 ( 1) exceptional topographic conditions of or near the property. -------------­ 0 (2) surrounding conditions or circumstances impacting the property disparately from nearby properties . (3) exceptional circumstances preventing the reasonable use of the property as compared to other properties in the area. ______________________________________________________0 (4) onerous effect of regulations enacted after platting or after development of the property or aft er construction of improvements upon the property . ---------------------------­ (5) irregular shape of the property warranting special consideration.------------­0 ' (6) substandard size of a Lot of Record warranting a Variance in order to provide for the reasonable Use of the property . The width of the lot does not provide sufticient width for 2 car garag e and appropriate home entry while also accomodating the 15' total distance from home to property line. The short stretch of home (8'2") and small encrouchment (1'6") provides the needed entry space while imposing minimal impact. The total area of impact is 12 .25 sqft. (e) Approval of a Variance. To approve an application for a Variance, the Community Development Board shall find that the request is in accordance with the preceding terms and provisions of this Section and that the granting of the Variance will be in harmony with the Purpose and Intent of this Chapter. (f) Approval of Lesser Variances. The Community Development Board shall have the authority to approve a lesser Variance than requested if a lesser Variance shall be more appropriately in accord with the terms and provisions of this Section and with the Purpose and Intent of this Chapter. (g) Nearby Noncontormity. Nonconforming characteristics of nearby Lands, Structures or Buildings shall not be grounds for approval of a Variance. (h) Waiting period for re-submittal. If an application for a Variance is denied by the Community Development Board , no further action on another application for substantially the same request on the same property shall be accepted for 365 days from the date of denial. (i) Time period to implement Variance. Unless otherwise stipulated by the Community Development Board, the work to be performed pursuant to a Variance shall begin within six (6) months from the date of approval of the Variance . The Community Development Director, upon finding of good cause, may authorize a one time extension riot to exceed an additional six (6) months, beyond which time the Variance shall become null and void. U) A Variance, which involves the Development of Land, shall be transferable and shall run with the title to the Property unless otherwise stipulated by the Community Development Board. Waiver Requested for 8'2" section of home. 11~1 7. u·rc·~ .. ,; j_ll 1 t~·cc ~ Lot Line~ 1­ 1­ 8'2" .. ~· u o uo l.o O ------ OWNER'S AUTHORIZATION FOR AGENT ____Dale Cole _________________;__ is hereby authorized to act on behalf of ___Richard Merriam, ________________ ,, the owner(s) of those lands described within the attached application, and as described in the attached deed or other such proof of ownership as may be required, in applying to the City of Atlantic Beach, Florida, for an application related to a Development Permit or other action pursuant to: Zoning Variance 0 Comprehensive Plan Amendment Use-by-Exception 0 Zoning Map Amendment Building Permit 0 Plat, Replat or Lot Division Sign Permit lXI Tree Permit Other____________________ BY: )<~J~~~~i'l'--' Signature of Owner Richard Merriam ------------~--------PrintName Signature of Owner Print Name -469-964-3326______'------' Telephone Number State of T\=-)('.A. S County of_j)~~u~=:.!.-..L.\___' ~ j't)iflSigned and sworn before me on this J lJ IJC:., ~~'~ ' By _ _~ltu\).\) ALl£N ' "" Identification v.el'ilied: \ Y 'S)L e..,KQ __;_:__NoOath sworn: v--ves J-::1... day of, 20 1J \ i' r.tJLI?-fLfL,!Jt~-\ J--.......-~~~~~ My Commission expires: JUN-24-2013 03:08P FRDM:FIRST COAST 9047797784 T0:3535619 P.2 MAP OF BOUNDARY SURVEY DESCRIPTION: LOT 29. BLOCK 10. PLAT NO 1. SUBDIVISION "A ·• ATLANTIC BEACH ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK ~ PAGE 6R OF THE CURRENT PUBLIC RECORDS. OF DUVAL COUNTY. FLORIDA. - T'T"": •• .... ·:-:: ·: :·:·:-:.·:.: :.~::. ::.::: LOT 2!l Bt.OCI( HJ 'r.f·'m "· {·o.~·.2~s~l.---..-:-.-::::----\.~ -r · 50' (P} • '·1.!.·/f'SCALE: 1" "' 30' SB5 '2J'5J'H 49.91 (H) ~ f!.'NC·lf~ .I:MoSURVEY NOTES: '1 8"~rl~MZ"~~5't/t/ffTlfr1ii/t~0L~1°Zl*JL~Z~11Jrf':~ZG•%JH.~.~~g~~~ #2 UIIDERGROUNO UTILITIES, FOUNDATIONS DR OTHER 1/ofPROVENENTS HERE NOT LO!;ATEO BY nilS SURVI:Y. #3 Ac;CORIJING TO TfiE FE!JEilAL EHERGENCY NAIIAGEHENT AGENUY FI/lll HAP PANEL /10. 1203JC 0408/i, liFFECTIVt: 05/03/13, THE: PROPERTY OEI>CR18EO HEREON APPEJ.HS TO LIE 1N ZONE 'X', CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF: 14 THIS SURVEY PERFORHED HITHOUT BENEFIT OF AN ABSTRACT,. TITLEi SEARCH, TITLE OPINION OR TITLE INSURANCE. RICHARD AND NANCY HERRIAII FRAZIER & FRAZIER. ATTORNEYS AT LMI #5 DIMENSIONS ARE SHOIIN IN FEET ANO OE;CIMALS THEREOF AND ARE PlAT ANO MEASURED UNLESS SHOHN UTHIYlHISE. STREET AIJIJRcSS: 15 ALL EASEHENTS AREi PER PLAT UNLESs SHOHN OTHERWISE. 38il PLAZA STREET 17 THERE HAY BE ADDITIONAL RESTRICTIONS THAT APPLY HHICH ARE' NOT SHDHN ATLANTIC BEACII, FL 32233 01/ THIS SURVeY H!IICII CAN BE: FOUND Ill PUBLIC RECORDS OF SAID COUNTY, a " ~ ~ 0 0 g ~ ~ ~ ~ -, 18 THIS SURVEY D0£9 NOT GUARANTEE' OJINI:RSHIP. #9 CB/21/2013 AMI/OR HAN-HADE HEMS 1/irJ; BUILOINrJ HATERTAL, OR PLASTIC UTILITY ON BLOCKS HAY BE ON VIDUALS SHOHN QN OTHER PARTY 15 ONLY TO Tl/OSC RESTRICTS THE THOUT EXPRESS 3'-1" __j,_____ 13'-1" --~~_-_..-., t J LIVING -­E!3 --t­ 1 Wl\lLTYPEB-2<4WOODSTlJDS@24' OCWJ1a'GWBBOTHSIDES WAllTYPEC-2l<4WOODSnJDS@24" DCW11ll"GWBBOTliSIDES,8"-rtH = ~=====--, MERRIAM RESIDENCE A 201 :s 0 2'z.., SCALE: 114" = 1'-(l" iijjjiI··~ MARK MACC ARCHITECTS INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: lnfo@MaccoArchitects.com PH· 904. 249-ARCH (2724) WIWJ.MACCOARCHITECTS.com Scale 1/4" =1'-0"J ------~-----------··-- ~ 1,~\i-1. r liJIERRIAM RESIDENCE · ·-·-· 362 Plaza Rd Atlantic Beach, FL 32233 o.: NORTH.''' fl!QJECNOCATION _________/ ISSUED FOR PERMIT AND CONSTRCTION 06. 19. 2017 IMPORTANT: "ALL BEDROOMS IN THIS RESIDENCE MEET OR EXCEED THE EMERGENCY ESCAPE AND FIRE RESCUE REQUIREMENTS BY HAVING AT LEAST ONE WINDOW OPENING PER ROOM OF 5.7 SQUARE FE;ET 0\ND MEET THE SILL REQUIREMENT$ OF LESS THAN ·k ABOVE FINISHED FLOOR REFER TO WINDOW TAGS AND CORRESPONDING ROUGH OPENING IN WINDOW SCHEDULE. *NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK *A FOUNDATION SURVEY SHALL BE PERFORMED ANDA COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING INSPECTION OR, ALL PROPERTY MARKERS SHALL BE ~:R~~k0r~N~A~~~~~g~~~~c~~g&~~~ SETBACKS. NO UNDERGROUND OR OVERHEAD UTILITIES IN VICINITY OF PROPOSED WORK TYPE OF CONSTRUCTION: SINGLE FAMILY HOME: ZONED RS-2 ~~~~6~~~~~~ BUILDING CODE 5TH EDITION 2014 NATIONA_L ELECTRICAL CODE 2014 FLORIDA FIRE PREVENTION CODE BUILDING CALCULATIONS b,OTTOTAL 6,525SF FIRSt Fl AC SPACE· 1,944SF 2ND F\.. C SPACE 2092SF TOTAL SPACE: 4,036SF rJ:(~lf-- _/~~-,···' .::/ MARK iv\ACC ARCHITECTS INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: lnfo@MaccoArchitects com PH: 904. 249-ARCH (2724) www.MACCOARCHITECTS.com MERRIAM RESIDENCE TITLE SHEETJ Project Number ##### II 10PIILMTREE II 11.PAL.MTREE II 12.PAL.MTREE l; I' ' I I I ' I ' PROVIDE SILT FENCE AROUND PRO:~~~~--:_----~~=~~~~-'-~~~~-E-;~:I·N~----=-~-~-~-.=.-=-o..---'-=-­ WITH THE EXCEPTION OF THE DUMPSTER ENTRY 2= &\ @ ~~~..~L~~.. ~--SCALE:3116"= 1'-0'' 0 ....= ......===­ MINIMUM BUILDING SETBACK J -ALLOWE.Q PER CODE :1 ·:~~ ~-r~.~~~~J POWER TO HOME FROM POWER POLE TO BE RAN UNDERGROUND "' r-·;-­SHEETUST ~ ~ET 1·.. I ~~T~SHEET,_.N":A""M.,_E____--j ~~t-· .~~~~:~~~~ ----~J t~~Cl,SHINGDETAIL_S__ I A 104 FLASHING DETAILS 3 A 2JT­IRST FLOOR PLAN -­- ~-~~~c<L~gL~~~~P=LAN===== _ :~-~~~~~~~ A·~ ... LEVAliONS A4_Qo ECTIONS A 401 ECTIONS ~-E~~~~ ~·--­-=1 E 00 FIRST FLO~R ElECTRICAL --=-­=~ iE 201 2nd FLOOR RCP-ELECTRICAL ___ _j Total. 1'7­ i MARK MACC ARCHITECTS INNOVATIVAELCg~s~i~;~cu;~gNSRESIDENT! II !O.PALMTREE II 11.PALMTREE II 12. PALMT~EE II 13.PALMTREE II 140RANGE TREE ~-0 2'~-.GALE·114"= 1'-0' _...,.. II II 15.PALMTREE FIRST FLOOR CD 1/4" = 1·-o" 15'-4''_ ---­ ~==:!=~~-~J:',f I :I i =I ~~~~~~w~~~T~o~;~~DS@ 24' g~u_;,~~~ ~w~~w,?HO~~E~~~~:· = I I ·~ 1 ']' I-MERRIAM RESLDENCE DECK r I ~r l MARK MACC ARCHITECTS INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: lnfo@MaccoArchitects.com PH: 904 249-ARCH (2724) www.MACCOARCHITECTS.com MARK MACCO, AlA NCARB FLORIDA REGISTRATION: #AR96004 No. Description Date_l MERRIAM RESIDENCE REFERTOTRUSSENGINEERINGDWGSFORROOFSLOP~ RATIO SLOPEBUILTINTOPREFABRICATEDTRUSSE& A202 ca.~~ 0 2' 4' 8'z,.; SCALE: 114"= 1'-D'' rz:=----=====::7 -~~~~~~~~~~~~~~~~~~~~~~~~~~~~--~~~~~~~~~~~~~~~~~~~~~~~~~~~-Scale 1/4" =1'-0" ~ ~------~======~~ 3 Elevation 2-a 1/4" =1'-0" SCALE: 114" = 1'-0" ------.:: ===-a j _SECON_Q Flg2~ ~ _ 1,9_f':IR_§_T LEVE_l_.-, - - ' 10'-0" 'J -I ___ SECON_Q ~g~ _ FIRST~O~ ~ERIORUGHTING-1 =~~-~"---, _____ T.O. RO_QF ~~·~o~ ~ COAT SMOOTH STUCCO OVERMETALLATHETYP _______ ROOFBEA1'~~ ____ ~ECONO F~~~ __ T_Q_f_J_R$_T L~~~O~ SJ ______FIRSTFb.OQ~ MARK MACC ARCHITECTS INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: lnfo@MaccoArchitects.com PH: 904. 249-ARCH (2724) www.MACCOARCHITECTS.com MARK MACCO, AlA NCARB FLORIDA REGISTRATION: #AR96004 MERRIAM RESIDENCE ELEVATIONS 1 3COATSMOOTHSTUCCO OVERMETALLJilliETYP. 4'HARDIPANELLAP "'· Bl _______ j __ OECORATh'EMETAL SPIRAL STAIRCASE \ SCALE: 1/4'=1'·0'' =="""'i==Ol INNOVATIVE COMMERCIAL AND RESIDENTIAL DESIGN SOLUTIONS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: lnfo~MaccoArchitects.com PH: 904. 249-ARCH (2724) MARK MACCO, AlA NCARB FLORIDA REGISTRATION: # AR96004 No. Description Date MERRIAM RESIDENCE ELEVATIONS Project Number -D... 06.19.2017 Drawn By EN Checked By MWM A 301 """' 1/4" = 1'-0"                                                                                         CITY OF ATLANTIC BEACH COMMUNITY DEVELOPMENT BOARD STAFF REPORT AGENDA ITEM 4.B CASE NO PLAT17‐0004 Request for re‐plat approval as required by Chapter 24, Article 4 of the Code of Ordinances at Atlantic Beach Subdivision A, Lots 2, 4, 6, 8, 10 and 12 Block 2 (54 East Coast Drive, 329 and 331 Ahern Street). LOCATION 54 EAST COAST DRIVE, 329 AND 331 AHERN STREET APPLICANT AHERN TH PROJECT LLC DATE JULY 14, 2017 STAFF DEREK W. REEVES, PLANNER STAFF COMMENTS The applicant is Ahern TH Project LLC, the company that owns 54 East Coast Drive, 329 and 331 Ahern Street in the Residential General, Multi‐family (RG‐M) zoning district. These properties have been acquired over the last two years and will be combined into a single development project. All together the property is 300 feet by 130 feet and is 39,000 square feet or about 0.9 acres. The applicant plans to build a 12 unit townhouse project comprised of 4 buildings, each with 3 townhomes. The property is located within the Residential Medium (RM) Future Land Use designation, which allows up to 14 units per acre. At 0.9 acres, the maximum total number of units is 12.6 and is therefore rounded down to 12 units. This is further called out in the Section 24‐88(a) requirement for new townhomes to have at least 3,100 square feet of lot area per townhome. Each proposed lot exceeds this requirement at 3,199 square feet or more in lot area. Section 24‐188 requires any division of land resulting in three or more lots is required to be platted. This is also consistent with state statutes. Additionally, Section 24‐201 requires lands to be platted prior to the issuance of permits for construction. As a result, this step is required before any development starts. As required by Section 24‐203(b), the applicants have presented preliminary engineering plans that have been reviewed by the City’s Public Works, Public Utilities, Building and Community Development departments. These reviews are not an approval, but rather a proof of concept. Formal reviews will be done at permitting. There are a few minor outstanding issues that are believed to be easily resolved and will not impact the proposed plat. There are two significant outstanding issues and those are the proposed easements and the covenants and restrictions. These items have not been submitted yet and the City Attorney has asked to review them prior to plat approval. There are multiple easements shown on the plat for various things like ingress and egress and utilities. This is specifically a concern as Section 24‐252(c) requires access to a paved public street for every lot and many of the lots in the project must cross other lots as they come and go.                   SUGGESTED ACTION TO RECOMMEND APPROVAL The Community Development Board may consider a motion to recommend approval to the City Commission of the requested Plat,PLAT17‐0004, at 54 East Coast Drive, 329 and 331 Ahern Street within the Residential General, Multi‐family (RG‐M) Zoning District finding that; 1. Approval of this Plat is consistent with the intent of the Comprehensive Plan; and 2. Approval of this Plat is consistent with the requirements of Chapter 24, Article 4. SUGGESTED ACTION TO RECOMMEND DENIAL The Community Development Board may consider a motion to recommend denial to the City Commission of the requested Plat, PLAT17‐0004, at 54 East Coast Drive, 329 and 331 Ahern Street within the Residential General, Multi‐family (RG‐M) Zoning District finding that; 1. Approval of this Plat is NOT consistent with the intent of the Comprehensive Plan; and/or 2. Approval of this Plat is NOT consistent with the requirements of Chapter 24, Article 4. Page 2 of 2 PLAT BOOK PAGEAHERN TOWNHOMES A Replat of Lots 2, 4, 6, 8, 10 and 12, Block 2, Plat No. 1 Subdivision "A" SHEET 1 OF 2 SHEETS SEE SHEET 2 FOR LEGEND•Atlantic Beach, as Recorded In Plat Book 5, Page 69 of the Current Public Records of the City of Jacksonville, City of Atlantic Beach, Duval County, Florida. CAP]ON LOTS 2, 4, 6, 8, 10 AND 12, BLOCK 2, PLAT NO. 1 SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. General Notes 1. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY RIGHT OF WAY OF AHERN STREET AS S83'21'50"W, PER STATE PLANE COORDINTATE SYSTEM, FLORIDA EAST ZONE (NAD 1983 1990 NGS ADJUSTMENTS.) N 2164747.1621 DENOTES COORDINATES REFERENCED DATUM FLORIDA EAST E 524347.553 ZONE NAD 1983/1990 NGS ADJUSTMENT. 2. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 3. NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. (FLORIDA STATUTE 177.091) 4. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" (UNSHADED. AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NUMBER 120075, DATED JUNE 3, 2013. HOWEVER, FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 5. ALL PLATTED UTILITY EASEMENTS SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES; PROVIDED HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE TELEVISION SERVICES SHALL INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. 6. 'JEA-E.E.' DENOTES JEA EQUIPMENT EASEMENT. THESE EASEMENTS SHALL REMAIN TOTALLY UNOBSTRUCTED BY ANY IMPROVEMENTS THAT MAY IMPEDE THE USE AND ACCESS OF SAID EASEMENT BY JEA. 7. CERTAIN EASEMENTS ARE RESERVED FOR JEA FOR USE IN CONJUNCTION WITH THE UNDERGROUND DISTRIBUTION SYSTEM. 8. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. 9. OVERALL SITE ACREAGE = 0.89 ACRES± AOOP]ON ANO OEPICA]ON THIS IS TO CERTIFY THAT AHERN TH PROJECT LLC, A LIMITED LIABILITY COMPANY UNDER THE LAWS OF THE STATE OF FLORIDA, HEREINAFTER REFERRED TO AS THE "OWNER", IS THE LAWFUL OWNER OF THE LANDS DESCRIBED IN THE CAPTION HEREON KNOWN AS AHERN TOWNHOMES, HAVING CAUSED THE SAME TO BE SURVEYED AND SUBDIVIDED. THIS PLAT BEING MADE IN ACCORDANCE WITH SAID SURVEY IS HEREBY ADOPTED AS A TRUE AND CORRECT PLAT OF SAID LANDS. NO PART OF SAID LANDS IS DEDICATED TO THE CITY OF ATLANTIC BEACH, STATE OF FLORIDA, OR TO THE PUBLIC. ALL EASEMENTS DESIGNATED AS "JEA-E." ARE HEREBY IRREVOCABLY DEDICATED TO JEA, ITS SUCCESSORS AND ASSIGNS, FOR ITS NON-EXCLUSIVE USE IN CONJUNCTION WITH ITS UNDERGROUND ELECTRICAL SYSTEM; PROVIDED HOWEVER, THAT NO PARALLEL UTILITIES MAY BE INSTALLED WITHIN SAID EASEMENTS. ALL EASEMENTS DESIGNATED ON THIS PLAT AS "JEA-E.E." ARE HEREBY IRREVOCABLY DEDICATED TO JEA, ITS SUCCESSORS AND ASSIGNS, FOR ITS EXCLUSIVE USE IN CONJUNCTION WITH ITS UNDERGROUND ELECTRICAL SYSTEM. ALL EASEMENTS DESIGNATED ON THIS PLAT AS, ACCESS & DRAINAGE EASEMENT AND UTILITY EASEMENT, ARE AND SHALL REMAIN PRIVATELY OWNED AND THE SOLE AND EXCLUSIVE PROPERTY OF THE RESPECTIVE OWNER THEREOF, AND ITS SUCCESSORS AND ASSIGNS AND GRANTEES OF SAID EASEMENTS. IN WITNESS THEREOF, THE UNDERSIGNED OWNER HAS EXECUTED THIS PLAT ON THIS DAY OF 2017 AHERN TH PROJECT LLC A FLORIDA UMIJED LIABILITy COMPANY WITNESS: PRINT NAME: JEFF MILLER WITNESS: MANAGING MEMBER PRINT NAME: NOTARY FOR AHERN TH PROJECL ULC. A FLORIDA LIMITED LIA81UY COMPANY THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS __ DAY OF , 2017, BY JEFF MILLER, MANAGING MEMBER OF AHERN TH PROJECT, LLC, A FLORIDA LIMITED LIABILITY COMPANY UNDER THE LAWS OF THE STATE OF FLORIDA, ON BEHALF OF THE COMPANY. HE IS PERSONALLY KNOWN TO ME. NOTARY PUBLIC MY COMMISSION EXPIRES: STATE OF FLORIDA AT LARGE SERIAL NO. ____ PRINT NAME: SURVEYOR'S CER]BCAJE THIS IS TO CERTIFY THAT THE ABOVE PLAT IS A TRUE AND CORRECT REPRESENTATION OF THE LANDS SURVEYED, PLATTED AND DESCRIBED ABOVE, THAT THE SURVEY WAS MADE UNDER THE UNDERSIGNED'S RESPONSIBLE DIRECTION AND SUPERVISION, THAT THE SURVEY DATA COMPLIES WITH ALL REQUIREMENTS OF FLORIDA STATUTES CHAPTER 177, THAT THE PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED ACCORDING TO THE LAWS OF THE STATE OF FLORIDA AND THE CURRENT REGULATIONS OF THE CITY OF JACKSONVILLE. SIGNED THE ___ DAY OF ------~ 2017. GREGORY B. CLARY REGISTERED LAND SURVEYOR NO. 3377 ······· ········· C!!Y OF AJLAN]C BEACH APPROVAL THIS IS TO CERTIFY THAT THIS PLAT OF AHERN TOWNHOMES HAS BEEN EXAMINED AND APPROVED BY THE CITY COMMISSION OF ATLANTIC BEACH THIS __ DAY OF , 2017. MAYOR CLERK CLERK'S CER]BCA]ON THIS IS TO CERTIFY THAT THIS PLAT OF AHERN TOWNHOMES HAS BEEN EXAMINED AND APPROVED AND THAT IT COMPLIES IN FORM WITH THE REQUIREMENTS OF CHAPTER 177, FLORIDA STATUTES, AND SUBMITTED TO ME FOR RECORDING AND IS RECORDED IN PLAT BOOK ::-c:---::-::,---. PAGES OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ON THIS __ DAY OF------~ 2017. RONNIE FUSSELL CLERK OF CIRCUIT COURT DEPUTY CLERK APPRPVEP FOR THE RECORD THIS IS TO CERTIFY THAT THE ABOVE PLAT HAS BEEN EXAMINED, ACCEPTED AND APPROVED BY THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, FLORIDA, PURSUANT TO CHAPTER 654, OF THE ORDINANCE CODE. BY _______________ SCOTT WILLIAMS, P.E. DIRECTOR OF PUBLIC WORKS PLAT CONFORMITy REVIEW THIS PLAT HAS BEEN REVIEWED AND FOUND IN COMPLIANCE WITH PART 1, CHAPTER 177, FLORIDA STATUTES, THIS __ DAY OF 2017. W. MONROE HAZEN, P.L.S. PROFESSIONAL LAND SURVEYOR NUMBER ____ ' I' Cla!Y&Associates PROFESSIONAL SURVEYORS & MAPPERS LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM 0 PLAT BOOK PAGEAHERN TOWNHOMES A Replat of Lots 2, 4, 6, 8, 10 and 12, Block 2, Plat No. 1 Subdivision "A" SHEET 2 OF 2 SHEETS • SEE SHEET 1 FOR GENERAL NOlESAtlantic Beach, as Recorded In Plat Book 5, Page 69 of the Current Public Records of THERE ARE 12 LOTS ON THIS PLAT the City of Jacksonville, City of Atlantic Beach, Duval County, Florida. 14 SET 4"x4" C.M. "CLARY REF" 3.0' N N'LY R/W LINE 1 1 N 2178500.372 g 5 7 299.77' '' '' '' '' .·.·. 58.55'> ' N 2178535.014 E 530884.688 "CLARY REF" 2.0' s z 0 a> ... ~ .... t,.. ~-.·.·.·. 0 o,·:· .. 0 :E'"" 0. .... ~-·· .... (Jl~ .. 1 3 N I 13 r ,. " '",. z VICINITY MAP SCALE: 1" = 600' EETss3'21'so A 'tl'ERN SST;!~ 40' R/W) ,CJ. y ATLANTA ' (FORMERL DETAIL 'A' NOT TO SCALE LEGEND R\W RIGHT-OF-WAY O.R.B. OFFICIAL RECORDS BOOK P.B. PLAT BOOK PG.(S) PAGE(S) S. F. LOT AREA IN SQUARE FEET C.M. CONCRETE MONUMENT JEA-E. JEA EASEMENT JEA-E.E. JEA EQUIPMENT EASEMENT A.&D.E. ACCESS & DRAINAGE EASEMENT D SET 4"x 4" PERMANENT REFERENCE MONUMENT STAMPED "P.R.M. LB 3731" (UNLESS NOTED OTHERWISE) SET NAIL & DISK "PRM LB 3731" DENOTES UTILITY EASEMENT ~ LINE TABLE LINE LENGTH BEARING L1 3S.6S' N06'38'10'1,1 L2 19.89' N83'21'SO'E L3 3.96' S06'38'10'E L4 27.64' N83'21'SO'E LS 13.SO' S06'38'10'E L6 6.2S' N83'21'SO'E L7 13.18' S06'38'10'E LB 2S.88' S06'38'10'E LBA S.OO' S06'38'10'E L9 S.S9' S83'21'SO'I,, LID 24.4S' S06'38'10'E Lll 13.68' S83'21'SO'I,, L12 3.SO' N06'38'10'1,1 L13 7.63' S83'21'SO'I,, L14 3.SO' S06'38'10'E us 14.4S' S83'21'SO'I,, L16 29.17' N06'38'10'1,1 L17 3.91' N83'21'SO'E LIB 20.28' N06'38'10'1,1 L19 2S.88' N06'38'10'1,1 L20 30.6S' N06'38'10'1,1 L21 9.89' N83'21'SO'E L22 3.96' S06'38'10'E L23 21.28' N83'21'SO'E L24 !B.SO' S06'38'10'E L2S 6.2S' N83'21'SO'E L26 8.18' S06'38'10'E E 530586.925 LINE TABLE LINE LENGTH BEARING L27 6.2S' S83'21'SO'I,, L28 17.88' S06'38'10'E L29 6.2S' N83'21'SO'E L30 8.00' S06'38'10'E L31 S.S9' S83'21'SO'I,, L32 19.00' S06'38'10'E L32A 0.67' S83'21'SO'I,, L33 10.4S' S06'38'10'E L34 8.01' S83'21'SO'I,, L3S 3.SO' N06'38'10'1,1 L36 17.63' S83'21'SO'I,, L37 3.SO' S06'38'10'E L38 9.4S' S83'21'SO'I,, L39 4.17' N06'38'10'1,1 L40 3.91' N83'21'SO'E L41 2S.28' N06'38'10'1,1 L42 2S.88' N06'38'10'1,1 L43 13.18' S06'38'10'E L44 6.2S' S83'21'SO'I,, L4S 13.SO' S06'38'10'E L46 42.43' S83'21'SO'I,, L47 3.96' S06'38'10'E L48 23.47' S83'21'SO'I,, L49 30.6S' N06'38'10'1,1 LSD 2S.88' N06'38'10'1,1 LSI 20.28' N06'38'10'1,1 LS2 3.92' S83'21'SO'I,, LINE TABLE LINE LENGTH BEARING LS3 9.17' N06'38'10'1,1 LS4 14.4S' N83'21'SO'E LSS 3.SO' S06'38'10'E LS6 7.63' N83'21'SO'E LS7 3.SO' N06'38'10'1,1 LSB 13.68' N83'21'SO'E LS9 29.4S' S06'38'10'E L60 S.S9' N83'21'SO'E L61 S.OO' S06'38'10'E L62 2S.88' S06'38'10'E L63 8.18' S06'38'10'E L64 6.2S' S83'21'SO'I,, L6S IB.SO' S06'38'10'E L66 21.28' S83'21'SO'I,, L67 3.96' S06'38'10'E L68 9.89' S83'21'SO'I,, L69 30.6S' N06'38'10'1,1 L70 2S.88' N06'38'10'1,1 L71 2S.28' N06'38'10'1,1 L72 3.92' S83'21'SO'I,, L73 4.17' N06'38'10'1,1 L74 9.4S' N83'21'SO'E L7S 3.SO' S06'38'10'E L76 17.63' N83'21'SO'E L77 3.SO' N06'38'10'1,1 L78 8.01' N83'21'SO'E L79 3.SO' S06'38'10'E LINE TABLE LINE LENGTH BEARING LBO 0.67' N83'21'SO'E LSI 2S.9S' S06'38'10'E L82 S.S9' N83'21'SO'E L83 8.00' S06'38'10'E L84 6.2S' S83'21'SO'I,, LBS 17.88' S06'38'10'E L86 6.2S' N83'21'SO'E L87 3S.6S' S06'38'10'E LBB 23.58' S83'21'SO'I,, L89 3.96' N06'38'10'1,1 L90 34.97' S83'21'SO'I,, L91 13.SO' N06'38'10'1,1 L92 6.2S' S83'21'SO'I,, L93 13.18' N06'38'10'1,1 L94 2S.88' N06'38'10'1,1 L9S S.OO' N06'38'10'1,1 L% S.S9' N83'21'SO'E L97 24.4S' N06'38'10'1,1 L98 13.68' N83'21'SO'E L99 3.SO' S06'38'10'E LIDO 7.63' N83'21'SO'E LID! 3.SO' N06'38'10'1,1 L102 14.4S' N83'21'SO'E L103 9.17' S06'38'10'E L104 3.91' S83'21'SO'I,, LIDS 20.28' S06'38'10'E L106 2S.88' S06'38'10'E LINE TABLE LINE LENGTH BEARING L107 30.6S' S06'38'10'E LlOB 9.89' S83'21'SO'I,, L109 3.96' N06'38'10'1,1 Ll!O 21.28' S83'21'SO'I,, Llll IB.SO' N06'38'10'1,1 L112 6.2S' S83'21'SO'I,, L113 8.18' N06'38'10'1,1 L114 6.2S' N83'21'SO'E Ll!S 17.88' N06'38'10'1,1 L116 6.2S' S83'21'SO'I,, L117 8.00' N06'38'10'1,1 Ll!B S.S9' N83'21'SO'E L119 2S.9S' N06'38'10'1,1 L120 0.67' N83'21'SO'E L121 3.SO' N06'38'10'1,1 L122 8.01' N83'21'SO'E L123 3.SO' S06'38'10'E L124 17.63' N83'21'SO'E L12S 3.SO' N06'38'10'1,1 L126 9.4S' N83'21'SO'E L127 4.17' S06'38'10'E L128 3.91' S83'21'SO'I,, L129 2S.28' S06'38'10'E L130 2S.88' S06'38'10'E L131 13.18' N06'38'10'1,1 L132 6.2S' N83'21'SO'E L133 13.SO' N06'38'10'1,1 LINE TABLE LINE LENGTH BEARING L134 35.10' N83'21'SO'E L13S 3.96' N06'38'10'1,1 L136 19.89' N83'21'SO'E L137 3S.6S' S06'38'10'E L138 2S.88' S06'38'10'E L139 20.28' S06'38'10'E L140 3.91' N83'21'SO'E L141 29.17' S06'38'10'E L142 14.4S' S83'21'SO'I,, L143 3.SO' N06'38'10'1,1 L144 7.63' S83'21'SO'I,, L14S 3.SO' S06'38'10'E L146 13.68' S83'21'SO'I,, L147 24.4S' N06'38'10'1,1 L148 S.S9' S83'21'SO'I,, L149 S.OO' N06'38'10'1,1 usa 2S.88' N06'38'10'1,1 US! 8.18' N06'38'10'1,1 L1S2 6.2S' N83'21'SO'E L1S3 !B.SO' N06'38'10'1,1 L1S4 21.28' N83'21'SO'E LlSS 3.96' N06'38'10'1,1 L1S6 9.89' N83'21'SO'E L1S7 30.6S' S06'38'10'E USB 2S.88' S06'38'10'E L1S9 2S.28' S06'38'10'E L160 3.91' N83'21'SO'E LINE TABLE LINE LENGTH BEARING L161 4.17' S06'38'10'E L162 9.4S' S83'21'SO'I,, L163 3.SO' N06'38'10'1,1 L164 17.63' S83'21'SO'I,, L16S 3.SO' S06'38'10'E L166 8.01' S83'21'SO'I,, L167 10.4S' N06'38'10'1,1 L168 0.67' S83'21'SO'I,, L169 19.00' N06'38'10'1,1 L170 S.S9' S83'21'SO'I,, L171 8.00' N06'38'10'1,1 L172 6.2S' N83'21'SO'E L173 17.88' N06'38'10'1,1 L174 6.2S' S83'21'SO'I,, L17S 11.10' N83'21'SO'E L176 IS.4S' N83'21'SO'E L177 9.2S' N83'21'SO'E L178 13.69' N83'21'SO'E L179 IS.OO' S06'38'10'E LlBO IS.OO' N06'38'10'1,1 UBI IS.OO' N06'38'10'1,1 L182 13.09' N83'21'SO'E L183 13.02' N83'21'SO'E L184 IS.OO' N06'38'10'1,1 LlBS IS.OO' N06'38'10'1,1 L186 IS.OO' S06'38'10'E L187 IS.OO' S06'38'10'E LINE TABLE LINE LENGTH BEARING L188 IS.22' N83'21'SO'E L189 10.77' N83'21'SO'E L190 IS.OO' N06'38'10'1,1 L191 IS.OO' N06'38'10'1,1 L192 IS.OO' S06'38'10'E L193 IS.OO' S06'38'10'E L194 20.48' N83'21'SO'E L19S S.69' N83'21'SO'E Ll% IS.OO' S06'38'10'E L197 IS.OO' S06'38'10'E L198 IS.OO' N06'38'10'1,1 L199 S.69' N83'21'SO'E L200 17.69' N83'21'SO'E L201 6.36' N83'21'SO'E L202 18.08' N83'21'SO'E L203 10.77' N83'21'SO'E L204 9.2S' N83'21'SO'E L20S S.97' N83'21'SO'E L206 3.69' N83'21'SO'E L207 11.97' N83'21'SO'E L208 8.12' N83'21'SO'E L209 3.S8' N83'21'SO'E L210 13.02' N83'21'SO'E L211 10.28' N83'21'SO'E L212 10.81' N83'21'SO'E " """" .. .. .... . . . . ...... . .. .. .... . DENOTES ACCESS & . . . ...... . .. .. .... . DRAINAGE EASEMENT . . . ...... .I I GRAPHIC SCALE 0 10 20 I I I (IN FEET) 1" = 20' Cla!Y&Associates PROFESSIONAL SURVEYORS & MAPPERS LB NO. 3731 3830 CROWN POINT ROAD JACKSONVILLE, FLORIDA 32257 (904) 260-2703 WWW.CLARYASSOC.COM APPLICATION FOR REVIEW OF SUBDIVISION CONCEPT PLAN City of Atlantic Beach · 800 Seminole Road ·Atlantic Beach, Florida 32233-5445 Phone: (904) 247-5800 · FAX (904) 247-5805 · http://www.coab.us Date __3_11_21_1_7_______ File No •.__________ Ahern TH Project LLC 1. Applicant's Name -----------------------------­ 2. Applicant's Address _ _;3..:.._3 A...;.__.;...#_;0 P...;.ntc.:.__________8;..;.0 1..:.._1AN .;...12_;_o...;.e V_;e...::.dc.:.ra.:...:B.:...:e:..:a:.::..ch_,._F-'-Io.:...:r:.::id..:..a...::.3.::..20.:...:8:..:2:-_ 3. Property Location 329,331 Ahern & 54 East Coast 4. Property Appraiser's Real Estate Number 1:..:6..:...:_4.:..::2-00::..:...::00 .:....:::..:74 :.___ 97 =-..:..!-,1 69..:....;..;0 -00~0:..:0.:..•&;;;;_,;.1..;;.69;;.;7..;;3..:..7_;-0;..:;0..:..00.;:...________ 5. Current Zoning Classification ___AM____6. Comprehensive Plan Future Land Use designation ___AM_ 7. Size of Parce l _....;l ~c:.:.;re=-------::::e:.::S:.::.S...:.:th.:::a:.:.:n...:1:....::A Application fee as established by Section 24-69(7)c, must l)e ~ incluc;led with this application. 11 MAR 1 5 2017 uL _j I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITH THIS APPLICATION IS CORRECT: Signature of owner(s) or authorized person if owner's authorization form is attached: ~nteG or typ~~t{MJ~ Sognature(s): ~~ ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION Name: Jeff Miller I Mgr Mailing Address: 830 13 A1A N #120, Ponte Vedra Beach, Florida 32082 Phone: Sb<-5"'(2-).,$'") 'f FAX: E-maii:_-.:..Jm_l_lle_r@_ha_w_k_sb_a.._y_.c_om_ Project Design Calculations and Notes Ahern Townhomes Calculations St. Augustine, FL Prepared for: Ahern TH Project, LLC Issued for Permit: May 2017 PH Project No. 116073.01 PROSSER ,M 13901 Sutton Park Drive South Suite 200 Jacksonville Florida 32224 -0229 C TABLE OF CONT ENTS A h ern To wn/tom es A tlantic B ea ch , Florida COVER NARRATIVE • Project Descript ion ATTACH MENTS A Figures • FIGURE I -V icinity Map • FIGURE 2 -Aerial Photograph • FIGURE 3 -FEMA Map • FIGURE 4-USGS Map • FIGURE 5 -SCS Soil Survey • FIGURE 6 -Land Use • FIGURE 7-Zoning B Pre-Deve lopment , Post Deve lopment & Pond Ca lcu lations ICPRModel PROJECT DESCRIPTION Ahern Townhomes Atlantic Beach, Florida T he proj ect in vo lves th e construction of 4 buildings w ith 3 townhome units with associated infrastructure at the inte rsectio n of A he m Street and East Coast Drive. I PRE-DEVELOPMENT SITE INFORMATION T hi s 0.9 acre piece was previously developed and was occupied by one si ng le famil y hom e as well as a triplex res id enti a l unit until 20 16. The property drai ned to th e public infrastr ucture along Ahem Street and East Coast Drive. Due to its proximity to the ocean, we have noted through s ite vis its that the soi l is very sandy w ith a low gro undwater table. IPOST-DEVELOPMENT SITE INFORMATION t This project wi ll brin g 4 townhome buildin gs with pervious parking and paver courtyards. All storm water runoff will be co ll ected and taken to two dry swales along the norths id e of the project. T he ponds have bee n s ized to provide treatm e nt to d ry retention sta nd a rd s of the F.A.C. and atte nuate the 25 year 24 ho ur and m ean annual s torm events. Due to the t otal s ize of the project (0 .90 acres) and w ith an impervious area less than 2 acres, this pem1it is being processes as a I 0/2 Self Certifi cation through the FDEP website. IMaintenance The applicant will be responsible for all maintenance. ATTACHMENT A Figures 16th St Dutton Island Rd\V Dudley St 1~th St St lev;11 St 0 Uth.Slorast " RobertSt ~ 13th S\ U) Edg:ar S t Ill ... u mc: '>. Jackson Rd:! 12th S\~ u.. 2 At della Rd " .. "'= H th St~evy Rd 0... U) u; ,,1 Oonnrr Rd \0\h 5 I Sallftsh Drii :: ~ .,,s, 0 ~ ~ Ambe~Jacl< lll 9\h St n1J'hs, •Uonltil Ru ~ CD 78th St U) ell <>: ~ 0 ~ •., 0., a. c. Cull~ss Ot ,. Dc:•:: "'Or Vecun 01 Rd~ Cavaua Rd Subject Property Neptune B e a ch Cherry~\ ,c,olhtfr! C''1:: It Ced<1r St O"" S\ ; ,... :I p 1ne St,. ...... ~ 5 ...0 3 ... n :I ~! -:I ~ " ell 0 ~ • ;-eav lot., .. :II ~~ no 1aSta. ~ s: ~a.. i Ill Nnrth St ~ Forest Ave z;0 ;:.~ Florrd:a Blvd~' 4=>o~ CD0~ ~0 ,\ o !'.o tl St ~ ! :;;: ~a\.n Sources: Esri, HERE , Delorme cUs.G~.Intermap,INCREMENT P, NRCan, ~ ,'f' o Ru .~ Esri Japan, MET I, Esri Chi na (Hong Ko ng), Esri Kore<!1 Esri (Thailand). :! lJJ Mapmylndia, N GCC~C OpenSt'i'eetMap'<:ontributors, and the GIS User ~L-~------~~~~~----~~--------------------~~~~u n i !-----l-----=~Co mm =~~~~~~~~~L-------l~----------_J Source: Bing,Oom W. Boo twrlgh~P.S.M. Prouer In c.AHERN TOWN HOME S PROSSER ..Cit y of At l a ntic Bea ch 0 0.125 0.25Vicinity Map 0 •••==::::1 MilesMarch 7, 2017 Legend Source: l in g. DomW. Bootwrigh~ PS.M. Duwl Co""IY· Pro•se< Inc.AHERN TOWN HOMES PROSSER ..City of Atlantic Beach Aeri al Photograph 0 0--3CO ==:::J60Feet March 7, 2017 Legend c:::::J Subject Property c=J Zone X -Outside 0.2% Annual Chance Floodplain AHERN TOWN HOMES PROSSER ..City of Atlantic Beach 0 30 60FEMA 0 ---==:::J FeetMarch 7, 2017 Sourm: Mlll>toc l\ Oom W Bolllwrigh~ P5.M, Prosser Inc.AHERN TOWN HOMES PROSSER ..City of Atlantic Beach USGS 0 0·-·- =0.250.125===::1 Miles March 7, 201 7 Legend c::J Subject Property -69 -URBAN LAND -71 -URBA N LAND -LEON -BOULOGNE COMPLEX, 0 TO 2 PERCENT SLOPES SourClr. l ing. NACS. Donn W. Bootwrigh~P.S.M, Ov ,.l Co unty, Plo-lnc.AHERN TOWN HOMES PROSSER ..City of Atlantic Beach Soi ls 0 o•••Jco =:::JsoFeet March 7, 2017 Legend Source: Bing. Donn W. Bootwrigh~ P.S.M, City of Atlantic kach, Duva lCounty, Prosser Inc.AHERN TOWN HOMES PROSSER ..City of Atlantic Beach Future Land Use ~o 3c s~~~ .....o ==~ March 7, 2017 Legend c:J Subject Property -­Surveyed Topographic Contours AHERN TOWN HOMES PROSSER ..City of Atlantic Beach 0 30 60 Topography 0 ••-==::::J Feet March 7, 2017 ATTACHMENT B Pre-Development, Post Development & Pond Calculations PROSSER . Ahern Townhomes Prosser# 116073.01 Date: April 2017 Drainage Area -Pre-1 Total Area (Ac.): 0 .90 Pervious Area (Ac.): 0 .68 I mpervious Area (Ac): 0 .21 (previous driveways and houses Curve Number C N of Pervious Area (Ac.): 57 *From TR-55 , Table 2-2c Woods-Grass Combination C N of Impervious Area (Ac.): 98 in Poor Condition Hydrologic Soils Group A Weighted C N= 67 Time of Concentration For the first 110 LF of flow, assume sheet flow From 0' to 110' : T, = Travel Time (hr) n = 0.015 *From TR-55 , Table 3-1 L= 110 If p2 = 4 .5 in *FOOT Intensity-Duration Curve Figure 5-5 s= 0.636% T1= 0.04 hrs 2 .23 min. Total Surface Runoff Travel Time T rorAL = 0.04 hrs = 2.23 mins '***USE 10 mi nutes Ahem TownhomesPROSSER- Prosser# 116073.01 Date: April2017 Drainage Area -Post -1 Total Area (Ac.): 0.90 Pervious Area (Ac.): 0.32 Semi Impervious (Pavers) 0.14 Semi Impervious (Coquina Driveway) 0.19 Impervious Area (Ac): 0.25 0.58 Curve Number CN of Open Area (Ac.): CN of Semi Impervious Area (Ac.): CN of Impervious Area (Ac.): 39 83 98 *From TR-55, Table 2-2a assume: -Open Space in Good Condition Hyd. Soils Group A Weighted CN= 72 Treatment Volume Based on 0.5" of runoff over entire drainage basin TV= 0.04 ac-ft Based on 1.75" of runoff over impervious areas TV= 0.04 ac-ft Therefore the Treatment Volume = 0.04 ac-ft :enter Drive I£ULA TIONS-SWJ\1F I PROSSER. INC. TIU;ATMENf VOLUME STAGE vs. STORAGE CALCULATIONS BASIN NAME : Ahern Tov.nhomu Proj. No. : Prosserll 116073 0 I DATE : 03-May-17 LAKE DATA TOP OF BANK ELEVATION : 9.S5 feet AREAATTOB 0.06 Acres AREAATNWL 006 Aere s NWL ELEVATION : 7.40 Feet l~QUJ.RED TIU;AT . 0.04 AC. ·FT. VOLUME DEPn!INCREMENT 010 Feel LAKE BANK SLOPE I I DEPTH OF POND TOTAL WATER ELEVATION AREA STORAGE (fc<t) (Acres) (Ac.ft) TOTAl.,-> 0.13 0 70 8.10 0.059 0.042 000 7.40 0.060 0.000 0.10 7.SO 0.060 0.006 0 .20 7.60 0.060 0.012 0 .30 7.70 0.060 0.018 0.40 7.80 0.060 0.024 0.50 7.90 0.060 0.030 0.60 8.00 0.059 0.036 0.70 8.10 O,OS9 0.042 080 8.20 O.OS9 0.048 0.90 8.30 O.OS9 0.054 1.00 8.40 0 ,059 0.060 I 10 8.SO 0.059 0067 1.20 8.60 0 .073 1 30 0.059 8.70 O.OS9 0.079 1.40 8.80 0.059 0 .085 I.SO 8.90 0.059 0.091 1.60 9.00 O.OS9 0.097 1.70 9.10 0.058 0.103 1.80 9.20 O.OS8 0. 110 1.90 9.30 0.058 0. 116 2 .00 9.40 0.058 0. 122 210 9 .50 0.058 0. 128 2. 1S 9.55 0.058 0.13 1 2.15 9 .55 0.058 0. 131 2 IS 9.5S 0.058 0. 131 2.1S 9.55 0.058 0. 131 2.15 9.55 O.OS8 0. 131 2.JS 9.55 0.058 0. 131 2.15 9.55 0.058 0. 131 2. 1S 9.55 0.058 0. 131 2 .15 9.55 0.058 0. 131 2 IS 9.55 0.058 0.13 1 2 .15 9.55 0.058 0. 131 2 IS 9.SS 0.058 0.13 1 2 .15 9.55 0.058 0. 131 2 .15 9.55 0.058 0. 131 2 .15 9.55 0.058 0. 131 2 .1S 9.5S 0.058 0. 131 2. 1S 9.SS 0.058 0. 131 2 IS 9.SS 0.058 0. 131 2. 15 O.OS89.5S 0.131 ATTACHMENT C ICPRModel Ahern Townhomes No de Pa t h Diagram Nodes A Stage/Area V St a ge/Vol ume T Time/Stage M Manho l e Basins 0 Overland Flow u SCS Unit CN s SBUH CN y scs Unit GA z SBUH GA Links P Pipe W Weir C Chann el D Drop Struc ture B Bridge R Rating Curve H Breach E Percolation F Filter X Exfil Tren ch I......c.. u~"'"" c-... Interconnected Channel and Po nd Routing Model (I C PR) @2002 Strean1line Technologies, Inc . Ahern Townhomes Node Path Diagram Name Group Simulation Max Time Stage hrs Max Stage ft Warning Max Delta Stage Stage ft ft Max Surf Area ft2 Max Time Inflow hrs Max Inflow cfs Max Time Outflow hrs Max Outflow cfs Onsite Sw ale BASE 25 Year 12.12 9 . 29 9 . 00 0 . 0007 2614 12.00 4 . 76 12.12 3. 62 Outfall BASE 25 Year 12.00 7 .72 9 .04 0 . 0013 0 12 .12 3 .62 0 .00 0 . 00 Pre-Dev BASE 25 Year 24.00 162 .33 9 .50 0 . 0163 113 12 .00 3 .67 0 .00 0 . 00 Onsite Swale BASE Mean 12.36 8 .47 9 . 00 0 . 0008 2614 12.00 1. 7 4 12.36 0.71 Outfall BASE Mean 12 . 00 7 . 72 9 . 04 0 . 0013 0 12 .36 o. 71 0 .00 0 .00 Pre-Dev BASE Mean 24 .00 58.73 9.50 0 . 0053 113 12 . 08 1.19 0.00 0 . 00 Interconnected Channel and Pond Ro uti ng Model (ICPR) ©2 002 Streamline Technologies, In c. Page 1 of I • Ahern Townhomes Input Data Name: Post Dev Node: Onsite Swale Status : Onsite Group: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Uh484 Peaking Factor : 484.0 Rainfall File : Storm Du ration(hrs) : 0 .00 Rainfall Amo unt(in) : 0.000 T ime of Conc(min) : 10.00 Area (ac) : 0. 900 Time Shift(hrs) : 0.00 Curve Number: 72.00 Max Allowable Q(cfs): 999999.000 DC IA(%): 0.00 Name: Pre Dev Node: Pre-Dev Status: Onsite Gro up: BASE Type: SCS Unit Hydrograph CN Unit Hydrograph: Oh323 Peaking Factor: 323.0 Rainfall File : Storm Duration(hrs): 0.00 Rainfall Amount(in): 0 . 000 Time of Conc(min): 10 .0 0 Area(ac): 0 . 900 Time Shift(hrs): 0.00 Curve Number: 67.00 Max Allowabl e Q(cfs): 999999 . 000 DCIA(%): 0 . 00 ==== Nodes =============================================================================== Name: Onsite Swale Base Flow (cfs): 0 . 000 Init Stage(ft): 7.400 Group: BASE Warn S t age(ft): 9.000 Type: Stage / Area Stage(ft) Area(ac) 7 . 400 0.0600 9 .550 0.0600 Name: Outfall Base Flow(cfs): 0 . 000 Init Stage (ft): 6 . 790 Group: BASE Warn Stage(ftl: 9 . 040 Type: Time/Stage Use pipe flowing 3/4 full for tailwater condition Time (hrs) S tage(ft ) 0.00 6 . 790 12 .00 7 . 720 24 .00 6 .7 90 Name: Pre-Dev Base Flow(cfs): 0 .0 00 Init Stage(ft) : 6.790 Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 9 .500 Type: Manhole, Flat F loor Stage(ft) Area(ac ) 6 .7 90 0 .0000 9.000 0.0000 Name: Outfall From Node: Onsite Swale Length(ft): 127 .00 Group: BASE To Node: Outfall Count : 1 Interconnected Channel and Pond Routi ng Model (ICPR) ©2002 Stream li ne T echn ologies, In c. Page I of3 .. Ahern Townhomes Input Data Geometry : Span (in ) : Rise(in): Invert(ft): Manning's N: Top Clip(in): Bot Clip(in): UPSTREAM Circular 15 . 00 15.00 7.420 0.012000 0 . 000 0.000 DOWNSTREAM Circular 15 . 00 15.00 6. 790 0.012000 0.000 0.000 Friction Equation : Solution Algorithm: Flow : Entrance Loss Coef: Exit Loss Coef: Outlet Ctrl Spec: Inlet Ctrl Spec: Solution Incs : Automatic Most Rest Both 0.000 1.000 Use de or Use de 10 rictive tw Upstream FHWA Inlet Edge Description: Circular Concret e: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall *** Weir 1 of 1 for Drop Structure Outfall *** TABLE Count: 1 Bott om Clip(in): 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.200 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 12.00 Invert (ft) : 8 .100 Rise(in): 9999.00 Control Elev(ft): 8 . 100 ~~~~ Hydrology Simulations ~~~~~~~~~~~=~~~==~~=~~~=~~~~~=======~~~=========~============== Name: 25-24 Filename: P:\116\116073.01 AHERN\DESIGN\DRAINAGE\25-24.R32 Overr i de Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: Flmod Rainfal l Amount(in): 9 . 50 Time(hrs) Print Inc(min) 30.000 5.00 Name: Mean Ann Filename: P:\116\116073 . 01 AHERN\DESIGN\DRAINAGE\Mean Ann.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall Fil e: Flmod Rainfall Amount(in): 5.00 Time(hrs) Print Inc(min) 30.000 5.00 ==== Routing Simulations ==================•••••••s • ====================================== Name: 25 Year Hydrology Sim : 25-24 Filename: P:\116\116073.01 AHERN\DESIGN\DRAINAGE\25 Year.I32 Execute: Yes Restart: No Patch: No Alternative : No Max De l ta Z(ft): 1.00 Delta z Factor : 0.00500 Time Step Optimizer: 10.000 Start Time (hrs) : 0. 000 End Time(hrs): 24 . 00 Min Calc Time(sec): 0.5000 Max Calc Time(sec) : 60 . 0000 Boundary Stages: Boundary Flows: Interconnected Channel and Pond Routing Model (I CPR) ©2002 Streamline Techno logies, Inc . Page 2 of3 Ah ern To wn h ome s Input Data Time (h rs ) Pr int I nc(min) 999.000 1 5 . 000 Group Ru n BASE Yes Name: Mean Hydro l ogy Sim : Mean Ann Fi l ename: P:\11 6\1 16073 .0 1 AHE RN \ DE SIGN \DRAI NAGE\Me an.I32 Execute : Yes Restart : No Patch: No Alternative : No Ma x Delta Z(ft) : 1 . 00 Delta Z Factor : 0.00500 Time Step Optimi z e r : 10 .0 0 0 S t art T ime (h rs ): 0 .0 0 0 End Time (hrs): 24 .00 Min Calc Time (sec): 0 . 500 0 Max Calc Time(sec) : 60 .0000 Boundary Stages : Bo un d ary Flows : Time(h rs) Prin t Inc(min ) 999 .000 15 .000 Group Run BASE Yes Interconn ected Channe l an d Po nd Routi ng Mo de l (I CPR) ~200 2 Streamline Teclmo logies , Inc. Page 3 o f 3 AHERN TOWN HOMES @ ATLANTIC BEACH 542 AST COAST DR RE# 1697 42-00 · 0 329 ~HERN STREET RE# 169737-00 · 0 • 331 .,.HERN STREET RE# 169737-0010 I DEVELOPER: AHERN TH PROJECTS, LLC ATTN:-------­ B30-13A1A N PONTE VEDRA BEACH, FL 32082 (904 )-----­ ENGINEER: PROSSER, INC. MR. J. BRADFORD DAVIS, PE 13901 SUTTON PARK DRIVE SOUTH, SUITE 200 JACKSONVILLE, FL 32224-0229 PHONE: (904) 739-3655 FAX: (904) 730-3413 Prepared By: Prepared for: GATE PETROLEUM NO. DATE 1st SUBMITTAL REVISION 1 5/312017 2 7/512017 2nd SUBMITTAL 13901 Sutt Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Offi~e 904.739.3655 Fax I 904.730.3413 DRAWING INDEX www.prosserinc.com SHEET NUMBER ' SHEET TITLE COVER SHEET !Prosser No. 116073.01 SURVEY 1 PRELIMINARY PLAT C1.0 GENERAL NOTES C2.0 EXISTING CONDITIONS -DEMOLITION PLAN C3.0 SITE LAYOUT ' C4.0 GRADING & DRAINAGE PLAN C5.0 UTILITY PLAN C6.1 GRADING & DRAINAGE DETAILS C6.2 GRADING & DRAINAGE DETAILS C7.0 EROSION & SEDIMENT CONTROL NOTES & DETAILS C8.0 STORMWATER POLLUTION PREVENTION PLAN STORMWATER POLLUTION PREVENTION PLAN­C9.0 CONTRACTORS CERTIFICATION LP-1 LANDSCAPE PLAN AND DETAILS LP-2 LANDSCAPE SPECIFICATIONS M-1 MITIGATION PLAN ISSUED: MAY, 2017 0 ~ ,.; g ~ 1i5 ~ ~ ~~ m~ ~u ~ CJ)I wo ~<( Ow Ic:c zo s­ ol­~--~ z....J o::l­ w<( I@) <( ~~~-----------------------------------------------------------------------1r---------------------------------------------------------------------------------------------------------------------------~----__J •• Map Showing a Topographic Survey LOTS 2, 4, 6, 8, AS RECORDED 10 AND 12, BLOCK 2, PLAT NO. 1 SUBDIVISION "A" ATLANTIC BEACH, IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. FOR: AHERN TH PROJECT, LLC 1 3 RIM•9..52 s (~«t~~r "" -~ ,. 4'CLF 14 I I I I I I I 1 2 I I I I I I I I I I 1 0 BENCHMARK ... • 8 "" FUM-9.33 W INY-6.17 s INV-5.55 E INY-5.10 9.3• 6 ... siREElAHe::;.:: sTREET (P) AiLA ( 4()' R/W) '-IBOX CUT ON BACK OF WALK 4 ...• 10.1• 2 10.2• ON~ TOP-10.21 FL-8.7fli £P•0.88 INY-&.08 10.4• GRAPHIC SCALE 20 40 I I ( Dl FEET ) 1 inch = 20 ft. (11 ~ - -1 0 0 )> Ul -1 0 ;Q o1o.37 ~ \ FIRSi siREEi 1 5 7 g 1 1 PLAT N 1 ,, A~·SUBDIVISIO ATLANTIC BLOCK F::o.B. 5, P 69 N I GENERAL NOTES 1. BEARINGS SHOWN HEREON ARE BASED ON NORTHERLY R/W LINE OF AHERN STREET AS N0814'24"E PER STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, NORTH AMERICAN DATUM 1983/1990 NCS ADJUSTMENT. 2. INTERIOR IMPROVEMENTS NOT LOCATED EXCEPT AS SHOWN. 3. THIS SURVEY ONLY SHOWS lt.tPROVEt.tENTS/STRUCTURES SITUATED ABOVE GROUND. BELOW GROUND IMPROVEMENTS/STRUCTURES, IF ANY, ARE NOT SHOWN OR LOCATED. 4. THIS DRAWING MAY HAVE BEEN ENLARGED OR REDUCED FROM THE ORIGINAL. UTILIZE THE GRAPHIC SCALE AS SHOWN. 5. CROSS REFERENCE: SURVEY BY BOATWRIGHT, FILE NO. 2015-1363. 6. THE LANDS SHOWN HEREON LIE WITHIN ZONE "X" (UNSHADED, AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON FLOOD INSURANCE RATE MAP 0409H, COMMUNITY NO. 120075 DATED JUNE 3, 2013. HOWEVER, THE FLOOD INSURANCE RATE MAPS ARE SUBJECT TO CHANGE. 7. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE COMMITMENT. 8. THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. IT IS A TOPOGRAPHIC SURVEY. 9. ELEVATIONS SHOWN HEREON ARE BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (NAVO '88) AND ARE REFERENCED TO A NATIONAL GEODETIC SURVEY 4 INCH BRASS DISK, STAMPED "V 324 1970", HAVING AN ELEVATION~10.27 (NAVO '88)-LOCATED ON THE ON THE SOUTHWEST CORNER OF A CURB INLET ON THE SOUTHERLY SIDE OF ATLANTIC BOULEVARD, APPROXIAMTELY 53 FEET EAST OF THE CENTERLINE OF PENMAN ROAD-SEE FLORIDA DEPARTMENT OF TRANSPORTATION CAICE DATABASE NO. 7210006. 10. CONVERSION FACTOR IS -1.10' TO GO FROM NATIONAL GEODETIC VERTICAL DATUM 1929 TO NORTH AMERICAN VERTICAL DATUM 1988. 11. +26.8 DENOTES SPOT ELEVATION ON GROUND. 12. +26.97 DENOTES SPOT ELEVATION ON ASPH, CONC, ETC. LEGEND R/W : RIGHT OF WAY CM = CONCRETE MONUMENT O.R.B. = OFFICIAL RECORDS BOOK P.B. = PLAT BOOK CONC = CONCRETE WBF = WOOD BOARD FENCE IP = IRON PIPE FND = FOUND CB : CATCH BASIN CINL = CURB INLET EP = EDGE OF PAVEMENT MH = MANHOLE INV = INVERT FL • FLOW LINE CLIF = CHAIN LINK FENCE OHU = OVERHEAD UTILITY P = PLAT A= ACTUAL A/C = CONCRETE PAD WITH AIR CONDillONING UNITS PVC = POLYVINYL CHLORIDE PIPE R<!l> = REINFORCED CONCRETE PIPE DIR = FOR DIRECTION ONLY $ = SANITARY SEWER MANHOLE 'th ~ POWER POLE ... ~ WATER METER ICI = CABLE TELEVISION BOX ~ • WATER VALVE COVER tt = FIRE HYDRANT= = ELECTRIC SERVICE FOR LIFT STATION ~ = SANITARY SEWER VALVE COVER 181 = 3" METAL POST (UNLESS NOTED OTHERWISE) @ = SET NAIL & DISK "PRM LB 3731" B = SET 4"X4" CONCRETE MONUMENT "PRM LB 3731" (UNLESS NOTED OTHERWISE) ~~~= BRICK PAVERS MH RIU-10.26 INY-5.76 ELEV:9.61 (NAVO '88) RE\ISKlN DA1E DRAFTER IQK DRilER NO. REASON FOR RE\1sta<20 0 10 80 THIS loiN" OR SURVEY MEETS 1HE STANDARDS OF' PRACliCE SET FORTH BY THE FLORIDA DEPARTMENT CF AGRICU.TURE AND CONSlAIER SERW%S. IN CHAPTER M-17, FLORIDA AOMNSTRAmEC00E. PURSUANT TO SECTION 472.027, FLDR10A STAlUTES,. UNLESS I ----OlHER'IIItSE SHO'ttN AND STAlED HERECtt.\l I I THIS DRAliNC. SI<ElO-I, PLAT OR MAP IS NOT VALID UNlESS IT BEARS THE SIGNAlURE AND lHE ClaGINAL RAtSED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER (CHAPlER SJ-17, FI.CRIDA ADMINISTRAliVE CODE), Clary&Associates THS tr.IAP OR SUR\£Y IS rOFt THE EXCLUSIVE USE fYi 1HE EN1111ES NAMED HEREa.l. lHE CERllflCAllOH SlimW't HEREON DCES HOT PROFESSIONAL SURVEYORS & MAPPERSEXTEND 10 ANY I.HIAWED PARTY. LB NO. 3731 3830 CRO'M-.1 POINT ROAD INY-6.52 J. II .... JACKSON\1LLE. FLORIDA 32257 (904) 260-2703 YIW'N.ClARYASSOC.COM GREGORY B. CLARY, P.S.M. CERT. NO. 3377PARTY CHIEF: MICKLER F.B. DIGITAL CAD FILE: 2017-179 TOPO.DWG CHECKED BY: DATE: 4-6-17 FILE No.SA-3253JOB No. 2017-179 DRAFTING: EJC GENERAL NOTES: 1. Topographic boundary su~y. including property lines, legal description, existing utilities, site topography with spot elevations, outstanding physical features and existing structure locations was provided by CLARY & ASSOCIATES; DATED 2017-04-06. 2. Prosser, Inc., Planners and Engineers and its associates 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 the City of Atlantic Beach site work specifications. 4. The contractor shall be held solely responsible for and shall take all precautions necessa.JY to avoid property damage to adjacent properties during the construction phases of this project. 5. Warranty I Disclaimer: The designs represented in these plans are in accordance with established practices of civil engineering for the design functions. Neither the Engineer 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 boundary, roadway and building geometry information see engineering site plan. It shall be the Contractor's responsibility to verify that the building dimensions shown on the engineering plan agrees with the dimensions shown on the architectural plan. If any dimensions do not agree, the architect, engineer and owner shall be notified and the dimensions adjusted prior to commencing with construction. 7. The contractor shall notify all utility companies prior to construction for verification and location of aU utilities. 8. Contractor shaU furnish shop drawings to Engineer indicating materials and manner of installation for all components of the project prior to purChase of materials and construction. 9. These engineering drawings may not show all of the City of Atlantic Beach standard details required to complete constructiOn of this project. It shall be the contractor's responsibility that the construction, outside City of Atlantic Beach right of way be in accordance with all current City of Atlantic Beach Standard Details and SpecifiCations. 10. The contractor shaH furnish certified ~as-builts" , see As·Built Requirements on this sheet. 11. 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 tree barriers. 12. 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 costs associated with complying with OSHA regulations and the Florida Trench Safety Act shall be included in the Contractors bid. 13. All improvements shown shall be warranted by the Contractor to the Dvtlner for a period of one year from date of acceptance by the Owner. If the work is in the City Right·Of·Way or easement, the Contractor's one year warranty shall extend to the City of Atlantic Beach. 14. The Contractor shall contract with an independent testing laboratory to perform materials testing and soil testing in accordance with the City requirement and the recommendations outlined in the geotechnical report. This shall include density testing in all pavement areas and in the utility trenches located in pavement areas, concrete testing and all other materials testing. 15. The Contractor shall be responsible for obtaining all necessary permits and insurance required for the project. 16. The Contractor shall provide no less than 6 inch clearance between all utilities other than water mains, which shall be to City Health Department permit conditions. 11 These plans do not stand by themselves. Bid documents, COAB water and sewer standards details & materials, City of Atlantic Beach standard specifications & details and any other standards, listed or referenced, are included in the project documents. 18. The contractor shall notify the City of Atlantic Beach@ 247-5814 a minimum of 24 hours prior I:Q.Ulrling constructiOn. \~- 19. All work in the right·of·way requires Maintenance of Traffic (MOT) per FOOT index 613. Contractor-s.hall not work in the ROW from 7:00am to 9:00am and from 4:00pm to 7:00pm. Work in the ROW sha~ only occur during daylight hours. GRA9ING AND DRAINAGE NOTES: 1. Contractor shall verify existing ~vetions at connection points prior to construction and notify Engineer of any discrepancies. 2. See geotechnical report for site preparation requirements. • __dated ___ 3. The contractor shall coordinate the grading and drainage construction with all other construction. 4. The Contractor shaH submit shop drawings to the Engineer and the city, if required, on all materials, for review and approval, prior to purchase or fabrication of any utility pipe or structure. 5. All construction and materials shall conform with all City of Atlantic Beach standards. 6. The contractor shall stake the storm sewer system and the sanitary sewer system and shall notify the Engineer of any conflicts prior to installation of any pipe. 7. The existing utility facltities and locations shown on the drawings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The 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 and specifications and relocate if required at no cost to the owner. 8. All underground utilities shall be installed prior to preparation of subgrade for pavement 9. Pavement subgrade shall have aH unsuitable material removed to a depth of3.0 feet below subgrade and 2.5 feet beyond back of curb. Backfill with suitable material per the geotechnical report. 10. Any unsuitable material encountered shall be removed from the site. The contractor shall be responsible for the removal of all Ull$UitBble material and replacement with structural fill. Excess suitable fill material shall be moved to Owner specified location. See geotechnical report. 11. The contractor shall be responsible for all subgrade, limerock and asphalt testing as required by the projed: specifications. 12. One rrm of sod shall be installed along all edges of pavement. All disturbed areas shall receive sod. **See landscape plans for other requirements. 13. Stormwater CollectiOn System design is based on the 5·year return frequency storm (Rational Method). 14. All RCP pipe shall meet tile requirements of ASTM C~76 and shall be Class Ill, Wall B. 15. All labeled pipe lengths are approximate and measured to the center of structure or mitered end section. Actual lengths may vary and no added compensation will be made for variations 16. The contractor shall provide a qualified soils laboratory representative on site during excavating to determine the suitability of the existing sub..grade and existing on·site material prior to beginning any filling operation. 17. Contractor shall take all available precautions to control dust. Contractor shall control dust by sprinkling, or by other methods as directed by Engineer at no additional cost to the owner. 0 ~ ,.; ~ iii ~ ~ 0:: 18. 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 ~ rformed. 19. Cut and fill slopes shall not exceed 4H:1V unless otheiWi~ noted. 20. Contractor shall repair or replace in-kind any damage that occurs as result of his work. 21. All soils test reports shall be submitted to the Engineer for review and approval. 22. For all trench excavations which exceed five feet (utilities and storm), the following shall be adhered to: a. Contractor shaU follow OSHA Standard 29 CFR, sectio11926.650 subpart P, which is now a part of Laws of Florida Chapter 90-96. b. The Contractor shall provide written assurance of comp iance with this law. c. A separate price item shall be included in their base bid identifying the cost of compliance d. A trench safety system shall be designed by the Contra~ or. 23. All areas shown to be filled shall be cleared and grubbed in accordance with City Standards and shall be filled with clean structural fill compacted and tested in accordance with the geotechnical report. 24. All debris resulting from all activities shall be disposed of o{site by the Contractor. 25. All existing trees to remain shall be protected and preservef­ 26. The Contractor shall coordinate connection of proposed piping with all existing piping. 27. All drainage structures shall be constructed to conform to City requirements and shall be constructed to conform to curbing and low points as shown on plans. 28. Contractor shall ensure that all new and existing drainage uctures, pipes, etc. are dean and functioning properly at time of acceptance. 29. Burning of trees, brush and other material shall not be pem itted on property. 30. All inverts in drainage structures to be precast or brick with layer of mortar between each layer of brick, or reddi~mix concrete with #57 stone. 31. The Contractor shall restore all culverts, headwalls and sto m drain inlets removed or disturbed by the construction operation. The cost of these items shall be included in the price bid for furnishing and installing any new item causing such damage. 32. Should the surface or subsurface conditions differ from what is shown on these plans, the contractor shall immediately contact the engineer. 33. Corrugated Polyethylene Pipe {CPP), shall be per AASHT~M252 or 294 with smooth inner lining TypeS with bell and spigot, silt·tight, rubber-gasketed joints. 34. Inlet grate sizes shown on plans. All concrete boxes and rd drain structures shall be sized by contractor. WATER NOTES: 1. The contractor shall obtain all pennits required to complet t the construction. 2. Contractor shall coordinate the construction of water facilit es with all other construction. 3. Contractor shall furnish shop drawings to the engineer for approval prior to beginning construction and purchasing materials. 4. All workmanship and materials shall conform to latest COr Standards and Specifications and app~cable A'WINA Standards. 5. The existing utility facilities and locations shown on the dr ings are taken from readily available information. The actual locations of the utility facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The 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 confonnance with the contract documents and specifications and relocate if required at no cost to the owner. + 6. Water lines shall have a minimum of 36" cover from finish grade. Maximum cover shall be 60''. 7. water lines are designed to finished grade and shall be prc~ected until finish work is complete. 8. All water mains 3" and larger shall be A'MNA C900, DR25 PVC. Water mains 2" and smaller shall be polyethytene pipe with couplings may be ufect and with NSF--PW approval. 9. Restrained joints. are required where water mains are tenn nated and at aU bends, in accordance with COAB standard details and specifteatlon . 35. 10. AU gate valves 2~ and larger shall be non·rising stem ty~ nd shall be suitable for 200 psi non..shock working pressure. Gate valves shall_~ mechanical joint, Iron body, resilient seat 2" square operating nut, Mueller or equal. Valve boxes with screw extensions shall be provkied for each buried gate valve. Boxes shall be of cast iron construction, 318" minimum wall thickness and shall be non·tacky tar enamel coated. The word :':,':::'~shall be casl in oover. All gate valves instelk!d shatll open by turning 1o the left (counterclOd<wise) when viewed from the 12. Class B, Type 1bedding shall be used for this project unle indicated otherwise on the drawings or directed by the engineer. 13. Unsuitable materials underwater pipe shall be removed and replaced with selected backfill properly compacted. The material shall exhibit moi.'lture contents within +I-2 percent of the modified proctor optimum moisture content {ASTM 01557) during the compaction operatiOns. Compaction shall continue ubildensities of at least 95 percent of the modified proctor maximum dry density ( 0 1557) have been achieved. 14. Backfilling shall be made with clean backfill which shall be oroughly compacted in 6" lifts. Compaction shall be a minimum of 95% of max. de sity at +I· 2.0% of the modifl&d proctor 15. Where water mains are laid under ditches, culverts, pipelines, or obstructions without fittings, the maximum deflection of any joint shall not exceed 50% of the maximum recommended by the pipe manufacturer. 16. No connection to existing potable water system will be all?' ed until all proposed water lines have been flushed, pressure tested, disinfected, and eared for service by the Florida Department of Environmental Protection. 17. Contractor shall notify utility company a minimum of two d ys prior to connection of water mains to existing lines. All new work must be inspected by the engineer. No tests hall be scheduled for weekends. Any change from the technical requirements must be reviewed and approved b the engineer and owner. 18. Hydrostatic and leakage testing of the water mains installed shall be performed in accordance with AWWA standard specifications. A representative of the utility company or the engineer must be present during the tests. Pressure tests shall be conducted at 150 psi for 2 hours for water mains and 200 psi for 2 hours ~r fire mains. Pressure test after limerock is installed. 1 WATER NOTES fCONT'Dl: 19. The contractor shall coordinate all water main flushing with COAB Utility Department. Flushing and disinfection procedures shall comply with AVWVA C..S51 for main disinfection. 20. Upon completion of water main flushing, bacteriological samples shall be taken. Samples shall be taken for 2 consecutive days. 21. Sample points for bacteriological sampling shall be located as follows: 1. Every 1000 feet and/or every dead end on a water main. 2. Point of tje..in to existing water system. 3. Water main stubs more than 40 feet in length. 22. Fire hydrants shall meet COAB standards. 23. New or relocated, underground water mains included in this project shall be laid to provide a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed vacuum. type sanitary sewer, storm sewer, stormwater force main, or pipeline conveying reclaimed water regulated under Part Ill of Chapter 62-610, F.A.C.; a horizontal distance of at least six feet between the outside of the water main and the outside of any existing or proposed gravity-type sanitary sewer (or a horizontal distance of at least three feet between the outside of the water main and the outside of any existing or proposed gravity·type sanitary sewer if the bottom of the water main will be laid at least six inches above the top of the sewer); a horizontal distance of at least six feet beMeen the outside of the water main and the outside of any existing or proposed pressure·type sanitary sewer, wastewater force main, or pipeline conveying reclaimed water not regulated under Part Ill of Chapter 62..S1 0, FA.C.; and a horizontal distance of at least ten feet between the outside of the water main and all parts of any existing or proposed ~on..site sewage treatment and disposal system." [FAC 62·555.314(1}; exceptions allowed under FAC 62-555.314(5)1 24. New or relocated, underground water mains that are included in this project and that will cross any existing or proposed gravity· or vacuum·type sanitary sewer or stonn sewer shall be laid so the outside of the water main is at least six inches above the other pipeline or at least 12 inches below the other pipeline; and new or relocated, underground water mains that are included in this project and that will cross any existing or proposed pressure·type sanitary sewer, wastewater or stormwater force main, or pipeline conveying reclaimed water shall be laid so the outside of the water main is at least 12 inches above or below the other pipeline. [FAC 62·555.314(2); exceptions allowed under FAC 62..S55.314(5)) 25. At the utility crossings described in Part II.C.1.w, above, one full length of water pipe shall be centered above or below the other pipelines so the water main joints will be as far as possible from the other pipeline or the pipes will be arranged so that all water main joints are at least three feet from all joints in vacuum--type sanitary sewers, storm sewers, stonnwater force mains, or pipelines conveying reclaimed water regulated under Part lit of Chapter 62-610, F.A.C., and at least six feet from all joints in gravity· or pressure-type sanitary sewers, wastewater force mains, or pipelines conveying reclaimed water not regulated under Part Ill of Chapter 62·61 O, F.A.C. [FAC 62-555.314(2); exceptions allowed under FAC 62·555.314(5)] 26. When a water main crosses a storm drainage line, a minimum of 18" vertical separation shall be required. 27. All water and sewer construction shaU be accomplished by an underground utility contractor licensed under the provisions of Chapter 489 Florida Statutes. 28. All water mains shall terminate approximately 5 feet outside the building unless otheiWise noted. The end of these service lines shall be tightly plugged or capped and marked until·such time as connection is made inside the building. 29. The contractor shall make application to utility company for the project water meter and shall pay for all meter fees. 30. The contractor shall be responsible to provide mitigating construction measures in all cases where a minimum of 18lnches of vertical clearance between water and sewer (including storm) lines is not possible. 31. ,The contractor shaH be responsible for providing water for construction use during entire course of project if necessary. .... 32. Pressure pipe and fittings requJring restraint shall be braced with restrained joints per COAB Standards. 33. If dewatering capacity requires a consumptive use permit it shall be the Contractor's responsibility to obtain the penult through the St. Johns River Water Management District. 34. If solvent contamination is found in the pipe trench, work shall be stopped and the pq:._per authorities notified. With approval of the permitting agency, ductile iron pi"' frttings, and solvent resistant gasket material such as fluorocarbon shall be usecUn the contaminated area. The ductile iron pipe shall extend at least 100 feet beyorKt any solvent noted. Any contaminated soil that is excavated shall be placed on an impermeable mat and covered with a waterproof covering. The proper authorities shall be notified and the contaminated soU held for proper disposal. All backflow preventers shall be in accordance with COAB cross connection program. Backflow preventers must be tested after installation by a certified tester and annually thereafter. COAB contact: Malcolm Clemons@ 247.S834. Backflow preventers on fire lines or back:flow preventers on fire lines or combinations fire/potable mains shall have freeze protection. FOOT GENERAL NOTES a. All work performed within the Florida Department of Transportation (FOOT) Right..of-Way (ROW) shall conform to the most current edition of the following publications: Standard Specifications for Road and Bridge Construction (English). ii FOOT Standards Index (English) iii FOOT Plans Prep Manual iv FOOT Flexible Pavement Design Manual for New Construction and Pavement Rehabilitation. b. Should a conflict arise between the details shown in the plans and the FOOT Standards the Engineer/ Permittee shall immediately confer with the Department's Engineer in order to resolve the discrepancy. In no case will anything less that the Department's minimum standard be allowed. c. All traffic striping and markings are to be lead.free, non·solvent based thermoplastic. d. Removal of existing striping shall be accomplished using the ~hydro-blast" method. If this process damages/ scars pavement, then the pavement shall be milled and resurfaced per FOOT Standards. e. Existing paved shoulder shall be removed full depth prior to widening of the roadway_ f. All curb and gutter and sidewalk wUI be removed and replaced joint to joint. g. Temporary stabilize sidewalk at end of work day reopen. Permanent repair within 7 days. Sidewalk replacement from Joint to Joint h. All disturbed area within the FOOT ROW will be restored to original or better condition by grading and sodding the area disturbed {Bennuda in rural, Centipede in utility Strips.) i. Burning of material and/or debris Is prohibited within FOOT ROW. j. All lanes must be opened for traffic during an evacuation notice of hurricane or other catastrophic event and shall remain open for the duration of the evacuation or event SANITARY SEVVER NOTES: 1. The contractor shall obtain all permits required to complete the construction. 2. Contractor shall coordinate the construction of sewer facilities with all other construction. 3. Contractor shall furnish shop drawings to the Engineer for approval before ordering materials and beginning construction. 4. All gravity sewer construction shall conform to the latest COAB standards and specifiCations. 5 The existing utility facilities and locations shown on the drawings are taken from readily available information. The actual locations of the utllity facilities may vary somewhat from the locations shown and there may be utility facilities existing that are not shown or indicated on the drawings. The contractor shall contact aU 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 and specifications and relocate if required at no cost to the owner. 6. T~contractor shall stake the sanitary sewer system and the storm sewer system and shall notify the Engineer of any co~flicts prior to installation of any pipe. 7. M$nholes shall be in conformance with COAB Standards. 8. TyPe B bedding shall be used for this project unless indicated otherwise on the drawings. 9. Bapkfilling shall be made with clean backfill which shall be-thoroughly compacted in 6~ lifts. Compaction shall be a minimum of95% max density at+/-2% of the modified proctor optimum moisture content. 10. Un$uitable materials under sewer pipe shall be removed to a depth of 18" below the bottom of pipe and replaced with , cted backfill properly CQmpacted in 6" lifts. The material shall exhibit.moisture contents within +I· 2 percent of the ;,ifled proctor optimum moisture content {ASTM 01557) during the compaction operations. Compaction shall inue until densities of at !east 95 p8(cent of the modified proctor max1mum dry density (ASTM 01557) have been acl!lieved. 11. Ali sewer construction shall be accomplished by an underground utility contractor licensed under Chapter 489 F.S. 12. All pipe lengths are horizontal distances and are approximate. 13. All sanitary sewer laterals shall terminate approximately 5 feet outside the building at a minimum depth of 3' below grade unless otherwise noted. The end of these service lines shall be tightly plugged or capped and marked until such time as connection is made inside the building. 14. Thle Contractor shall perform a television inspection of the sewer system. Two full reports, including video tape, shall indicate conditions of the pipe, location, type of pipe, diameter, location of services, type of joint, distance between manholes and any irregularities in the pipeline. The television inspection shall include a deflection test with a 5% mandrel. The sewer lines shall be lamped as part of the final inspection. 15. The Contractor shall coordinate the location, size and invert elevations of sanitary sewer services with the approved plumbing plans for the building. 16. Contractor $hall provide to the Engineer, a schedule of invert elevations of all sanitary manholes prior to the placement of the limerock base course. This schedule shall be provided by the registered land surveyor submitting the "as-built" draWings for this project. 17. AU sewer mains shall be PVC (ASTM-3034) SDR·35 for depths to 12 feet, SDR~26 for depths 12 feet or deeper. or in easements unless otherwise noted. 18. Gravity sanitary sewer shall be low pressure air tested for leakage. Maximum allowable leakage rate is 50 gpd per inch of diameter per mile. ASTM C-828-86 or C-924. 19. All gravity sewers instaUed under this project shall be tested for leakage by the contractor to demonstrate that: 1) te leakage exftttrauon or infiltration does not exceed 200 gallons per inch of pipe diameter per mile per day for.any section of the s~em; 2) Exfiltratkm or infiltration tests shall be peliormed with a minimum positive head of 2 feet; and 3) Air test, as a minimum, conform to the test procedure described in ASTM C-828 for clay pipe, ASTM F·1417 for plastic pipe, and for other materials appropriate test procedure described in ASTM C·828 for clay pipe, ASTM F-1417 for plastic pipe, and for Other materials appropriate text procedures are used per RSWF 33.93 33.94 and 33.95. ......._ AS-BUILT REQUIREMENTS Contractor shall provide complete as·built information to the Engineer in accordance with the following requirements: 1. As-built drawings shall be prepared in AutoCAD format by a registered land surveyor. One set of signed and sealed prints and a set of computer disks containing project Auto CAD files and PDF's of the prints shall be submitted to the Engineer for review and approval. Addition~\ signed and sealed prints shall be provided to the Engineer as requeated. 2. As·built drawings shall be fn accordance with ait authorities having jurisdiction. Contractor shall coordinate as-built submittals and approll81s with jurisdictional age11cies unless otherwise directed by the Engineer ' 3. Provide building locations, finish floor elevations, pavement grades and aU underground factuties. 4. !Provide perimeter dimensions at top of bank and at bottom of pond. 5. Provide elevations at top of bank and bottom of pond. 6. Provide special detail drawings where installations were riot as shown on centrad drawings due to field conditions or where required for clarity. 7. Provide location. elevation and description of benchmark('). B. Locate and provide elevations of aH structures. Location Mall structures shall be from two (2) directions and include northing/easting coordinates at oerrter of structure. 9. Locate all pipes and provide size, elevation, invert elevations, length and type. 10. Provide dimensions and elevations of the pond outfall stl\lcture(s). 11. Water asoobuilts shall indicate the location of bacteriologicel sample points. 12. The as..f)uilts shall include a detail of every crossing of tte new water main with gravity sewers, force mains and storm pipes clearly shO\!fl & indicating the vertical clearances at each crossing. Details shall be furnished for parallel runs whe' the horizontal separation is less than 10 feet. 13. The centering of uncut lengths of pipe at points of crossi~ shall be documented on the as--buitts and all mitigating construction measurestlearly depicted in cases . where a minimum of 18" ofvertical clearance between the water and sewer i {including storm) lines is not possible ~L_--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PROSSER- Community -Management -Energy -Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: ____~MA~Y~~~17~--------- PROJECT NO. : _,1...,160""-'73,_,.0'-'1_________ DESIGNED BY : _,JB,D::..._____________ DRAWN BY: OPT SCALE· SEE PLAN No. Date Revision 1 51312017 1st SUBMITTAL 2 7/512017 2nd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE GENERAL NOTES C1.0 S H E E T --- NOTES: 1. IT IS THE INTENT OF THIS PLAN TO HAVE A COMPLETELY CLEARED AND CLEAN SITE. EVERYTHING ABOVE GROUND SHALL BE REMOVED WITHIN THE LIMITS OF CLEARING. FIRS 2. CONTRACTOR SHALL PROTECT ALL EXISTING INFRASTRUCTURE BOTH ON AND OFF THE PROPERTY. 3. CONTRACTOR TO VERIFY ALL TREES TO BE PROTECTED WITH LANDSCAPE PLAN PRIOR TO COMMENCING DEMOLITION. 4. CONTRACTOR TO NOTE THAT EXISTING UTILITIES MAY BE PRESENT IN AREA OF WORK THAT ARE NOT SHOWN ON PLAN. ALL UTILITIES SHALL BE PROTECTED UNLESS THEY ARE CALLED OUT FOR DEMOLITION. 5. ALL ELECTRICAL, FIRE HYDRANTS, TELEPHONE, STORM PIPE, GRAVITY SEWER, FORCEMAIN AND WATER LINES TO REMAIN UNLESS SPECIFICALLY DESIGNATED FOR DEMOLITION ON THIS SHEET OR OTHER SHEETS IN THE PLAN SET. 6. ALL UNDERGROUND ELECTRIC AND TELEPHONE RELOCATIONS SHALL BE COORDINATED WITH UTILITY COMPANIES. 7. ALL DEMOLITION, REMOVAL AND DISPOSAL SHALL BE ACCOMPLISHED IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS. ALL DEMOLITION MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS SPECIFICALLY DESIGNATED OTHERWISE AND DISPOSED OFFSITE. (}) I f1\ ::0 ::0 -< Q ::0­<f1\ SILT FENCE I LIMITS OF CONSTRUCTION ~l··QF ------­-~-!!l-i~·· "'""""" 11£1: - -UfT STAll<w :<1. i.JD,-4 I I \ ..................... , -...•.....--SILT FENCE I LIMITS OF CONSTRUCTION I S<1UAA£ ..&, UFT sr.:;;:.t. \ 10" PVc GOEs INTO I,.\. ---- UNAeu:: ro oer~it{~1/0N 1'i+---ir-e-Pvc ""' \ 9.1 + \ \ \ ' ' ' ' '.., \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I \ \ \ \ \ .... \ I I I I \ \ I I I ':! I I I EXISTING POWEftPOLES TO BE RELOCAT.€1)-------. •••+ -a---­..... I J /' / \ / o.aI • -, I I I I I I I I I I I I \ \ I I I I I I I I I l I I 1._ .... J ...... "306'\1'( 299.77' (A) -­ '>.'\ TREE Bf.RRICADE (TYP.} \ \ \ \ /'....._ v ' ' ...... ) •••+ I I I I I EXISTING CURB & GUTTER I AND SIDEWALK TO BE REMOVEp I \ I I I I I I I I I 10.1 I • -­ I ( \ \ \ 10.2 + ~ 10.4 & + + 10.50 + f0.J7 8"P11C -------n-~~~u--~~-u-----n-----n-7~~ o.n 1 STREET) BLIC ROW I ~ 8. REMOVE ALL EXISTING PAVEMENT, PLANT MATERIAL AI'!JD CURB AS 50 SHOWN. LEGEND9. CONTRACTOR SHALL REVIEW AND IMPLEMENT RECOMMENDATIONS OF GEOTECHNICAL REPORT FOR ALL EARTHWORK ACTIVITIES. 10. SEE SHEET C8.0 & 9.0 FOR SEQUENCING OF EROSION CONTROL AND RIGHT-OF-WAY I DETAILS. -PROPERTY LINE 11. THE CONTRACTOR SHALL HAVE AT LEAST ONE PERSON ONSITE AT SILT FENCE I LIMITS ALL TIMES DURING WORK ACTIVITIES CERTIFIED THROUGH THE SF OF CONSTRUCTION FLORIDA STORMWATER, EROSION AND SEDIMENT CONTROL INSPECTOR TRAINING PROGRAM. EXISTING----10---­12. LAND DISTURBANCE ACTIVITIES THAT ENCOUNTER WORK CONTOUR INTERRUPTIONS OF 14 DAYS OR MORE SHALL STABILIZE ALL DISTURBED AREAS. EXISTING•... SPOT ELEVATION AUTHORIZE DEWATERING CONSTRUCTIONS., CONTACT CAROLINE SILVERS AT 448-7903 TO REQUEST A CONSUMPTIVE USE PERMIT 13. A DISTRICT CONSUMPTIVE USE PERMIT MAY BE REQUIRED TO LIMITS OF CURB I DETERMINATION FROM SJRWMD PRIOR TO ANY CONSTRUCTION. CONCRETE 14. BEFORE CONSTRUCTION BEGINS, CONTRACTOR SHALL TEST ~ DEMOLITION GROUNDWATER AND COORDINATE WITH KIM PEARCE 904.256.1686 OF FDEP TO DETERMINE IF A DEWATERING PERMIT IS REQUIRED ACCORDING TO RULE 62-621.300. INLET PROTECTION 15. ADDITIONAL PERMITS MAY BE NECESSARY FOR THE DEMOLITION OF VERTICAL ELEMENTS. CONTRACTOR SHALL COORDINATE WITH •.---. ..__. TREE BARRICADE I••COAB BUILDING DEPARTMENT. PROSSER- Community -Management -Energy -Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 WNW. prosserinc.com Florida Certificate of Authorization Number. 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: ____~MA~Y~2~0~17~--------- PROJECT NO.: _,1..e16"'0"'73~.0;!.!1'---------- DESIGNED BY : _;J,B,D:._____________ DRAWN BY: --~D~~-------------- SCALE · SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/512017 2nd SUBMITTAL 0 ~ .; g ~ ~ <0 ~ ~ NOTE: CONTRACTOR SHALL SEQUENCE ONSITE AND OFFSITE WORK SUCH THAT IT DOES NOT DISRUPT EXISTING PEDESTRIAN TRAFFIC. EROSION CONTROL NOTES: 7. THE CCIJNTRACTOR SHALL MAII!fTAIN LOW RUN<\f'F VELOCITIES AND RUNOFF SHALL BE DETAINED ON THE SITE. 1. EROSION CONTROL AND TREE PROTECTION MEASURES SHALL BE 8. THE CONTRACTOR SHALL STA4IILIZE DISTURBED AREAS INSTALLED PRIOR TO ANY OTHER CONSTRUCTION ACTIVITY AND IMMEDIATELY AFTER FINAL GRADE HAS BEEN GBTAINED MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 9. THE CCiJNTRACTOR SHALL IMPLf2MENT A THOROUGH MAINTENANCE 2. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED AND C<bMPLIANCE PROGRAM .. BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL 10. THE C<)NTRACTOR SHALL HAVS:AT LEASE ONE PERSON ONSITE AT MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND ALL TIMES DURING WORK ACTI'AITIES CERTIFII:'O THROUGH THE DISTURBING ACTIVITIES. FLORidA STORMWATER, EROSIQN, AND SEDIMENTATION CONTROL 3. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. INSPEdTOR TRAINING PROGRAM. ' IF FULL IMPLEMENTATION OF THE PLAN DOES NOT PROVIDE FOR 11. FULL EROSION CONTROL MEASURES MUST BE INsTALLED AND EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND APPROVED PRIOR TO BEGINNING ANY EARTH DISTURBING SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO ACTIVITIES. CONTACT PUBLIC WORKS (247-5834} FOR EROSION AND CONTROL OR THREAT OF THE SEDIMENT SOURCE BY THE SEDIM$NT CONTROL INSPECTION PRIOR TO START OF CONTRACTOR AS NEEDED. CONSTRUCTION. 4. THE CONTRACTOR SHALL MINIMIZE THE EXTENT OF THE AREA 12. ALL SEDIMENT/SILT TO REMAIN ONSITE DURING CONSTRUCTION EXPOSED AT ONE TIME AND THE DURATION OF EXPOSURE. USING BMP. 5. THE CONTRACTOR SHALL APPLY EFFECTIVE EROSION CONTROL MEASURES TO PREVENT OFF SITE DAMAGE. 6. THE CONTRACTOR SHALL APPLY PERIMETER CONTROL PRACTICES TO PROTECT THE DISTURBED AREA FROM OFF SITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS BELOW THE DEVELOPMENT SITE. THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE EXISTING CONDITIONS I DEMOLITION PLAN C2.0 SHEET ~L-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------~ PROSSER- Community •Management • Energy •Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH SWALE DETECTABLE WARNING MUST MEET CH. 11 OF FLORIDA BUILDING CODE & THE AMERICAIIIS WITH DISABILITIES ACT. EXPOSED AGGRE$ATE RIVER ROCK WITH EUCLID SUPER CLEAR DIAMOND II SEALERf (TYP. ON SITE). ' ALL STRIPING WITHIN THE PUBLIC R/W SHALL BE 6" WIDE THERMOPLASTIC UNLESS OTHERWISE NOTED. ONSITE STRIPING MAY BE PAINTED. FEMA FIRM PANEL 12031C0409H, FLOOD ZONE X. GUTTER PAN SHALL SLOPE IN SAME DIRECTION AS THE ADJACENT ASPHALT. FOR GENERAL NOTES AND AS-BUlL T REQUIREMENTS SEE SHEET C1.0. SEE ARCHITECTURAL PLANS FOR EXACT BUILDING LAYOUT, WALLS, UTILITY SLABS, ETC .... SEE ELECTRICAL PLANS FOR LIGHT POLE LOCATIONS. ALL RADII ARE 5' UNLESS OTHERWISE NOTED ON THESE PLANS. ALL DIM!=NSIONS ARE TAKEN FORM FACE OF CURB UNLESS OTHER"!oJJSE NOTED I SEE LANDSCAPE PLANS FOR LANDSCAPE AND PLANTING DETAILS. ALL NORTHING AND EASTING COORDINATES BASED OFF ASSUMED DATUM FROM BOAT~IGHT LAND SURVEYORS, INC .. PLANS ARE NAVD 1988. SEE CLARY & ASSOCIATES PRELIMINARY PLAT, IN THIS PACKAGE, FOR LOT LINES, EASEMENTS, ETC ... LEGEND ---­ --SF ( N· 502.18 ) . E 805.54 . L R RIGHT-OF-WAY I PROPERTY LINE SILT FENCE I LIMITS OF CONSTRUCTION CONCRETE TURF BLOCK PAVERS ASPHALT RIVERROCK DETECTABLE WARNING NORTHINGIEASTING COORDINATES BA!lED ON ASSUMED DATUM FROM SURVEY BENCHMARKS HANDICAP RAMP (SEE FOOT STD. INDEX304) LANDING RAMP 12 78543.50 530866.10 DATE: MAY 2017 PROJECT NO.: 116073.01 DESIGNED BY : JBD DRAWN BY: OPT SCALE· SEE PLAN " §. E 0 .<= 1­ " 0 0 ::;; 0.. "' "'N..,. i<i ,__ 0 ~ 'i: _§'.fON~SIDEWALK _ 3'R(TYP.) § THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED 6' ABOVE..; ~ ~ SHEET TITLE "0 ,_: :::J 0 ~ w 1­ 00 0 ~ SITE LAYOUT ..; s ,__ ~ ~ >=z w 0:: 0:: :::J 0 15 ~ 0-z 0:: w ~ 0 ~ ..;,__ 0 -~ "' "' ~ ~-li ~ No. Date Revision 1 51312017 1st SUBMITIAL 2 715!2D17 2nd SUBMITTAL C3.0 (j) I fll )) )) -< 0 ))-<fll _,-_...,.._, SILT FENCE I LIMITS OF CONSTRUCTION ±9.57 HEADED DRY (BY OTHERS) NOTCH IN WALL TOP= 9.55 BOT= 7.40 FIRST STREET SWALEDATA TOB 9.55 (0.06 Ac) BOT= 7.40 (0.06 Ac) 25yr 24hr ELEV. 9.29 (3.62 CFS) MEAN ANNUAL ELEV. 8.47 (0.71 CFS) I 9.95 \ \ I I 9.95 I 20 0 10 20 ·~:~-1~1 ..... 1 BULK HEADED DRY POND (BY OTHERS) TOP= 9.55 BOT= 7.40 ( \ r-----~~Tu-ar----~~~--ss------n---~~~-f-tt~~~~~----:~~~~~f~±~9.~15~-~-~~~------1~-~~J~~~-u------ BOX curliENCHMAR!I: ON BACK OF W EU::v..s.61 (NAVD 'BB)'AU<. 23LF 15" PVC@ 1.14% CORE EXIST. STRUCTURE @ ELEV. 6.79 (FORM 40' MEG VALLEY GUTTER 'I STREET TLANTA STREET) BLIC ROW CONTRACTOR TO MAT9>k_ EXIST. ASPHALT ELEv'.lt'J.'t."" AND INSTALL MIAMI Cf!IM03 B N HMARK N: 2178500.94 E· 879.17 .,...,.,...c TO FIELD VERIFY EXISTING ELEVATIONS AT ALL TIE-·INSAND COORDINATE WITH THE ENGINEER PRIOR TO LEGEND --­2. r-n,II.ITfrai'Trlc TO REMOVE ALL UNSUITABLE MATERIAL PER GEOTECHNICAL REPORTS AND BACKFILL WITH SUITABLE MATERIAL, INCLUDING iHJILDING FOOTPRINTS. --SF 3. ALL DISTURBED SOIL IN FUTURE DEVELOPMENT AREA SHALL BE S~EDED AS SOON AS POSSIBLE TO PREVENT EROSION. 4. ALL SPOT ELEVATION ARE CENTERLINE OR FACE OF CURB UNLESS OTHERWISE NOTED. 5. ELEVATIONS OR CONTOURS ARE BASED ON NAVD 88 PER TOPO AND AS-BUILT SURVEY BY DRMP. 6. ALL SIDEWALK SLOPES SHALL NOT EXCEED 2% CROSS AND 5% LONGITUDINALLY. IF CONTRACTOR CAN NOT ACHIEVE THIS, THEY SHALL CONTACT ENGINEER PRIOR TO CONSTRUCTION. 7. ANY CONSTRUCTION IN CITY ROW WILL REQUIRE A ROW PERMIT. THE CONTRACTOR IS RESPONSIBLE FOR CALLING 255-8366 DAILY FROM 7:30AM TO 8:30AM, WHEN WORKING IN THE q1TY ROW. 8. RCP JAY BE SUBSTITUTED WITH ADS HP OR APPROVED EQUAL. 9. CONTRACTOR TO COORDINATE STORM PIPE WI SCREEN WALL AND RETAINING WALL. TOTAL AREA= 0.90 Ac nn~n = 0.68 Ac IMPERVIOUS AREA= 0.21 Ac POST DEVELOPMENT PERVIOUS AREA= 0.32 Ac -RIGHT-OF-WAY I PROPERTY LINE SILT FENCE I LIMITS OF CONSTRUCTION TURF BLOCK PAVERS ASPHALT RIVERROCK DETECTABLE WARNING SEMI PERVIOUS= 0.14 Ac (PAVERS)+ 0.19 Ac (CONC.) = 0.33 Ac IMPERVIOUS AREA= 0.25 Ac 5' TRANSITION %IMPERVIOUS = (0.33 Ac + 0.25 Ac) I 0.90 Ac = 64% -''"'"TcAr,-r.cTOMAT)C~H~............................................ EXIST. ASPHALT ELEV. AND INSTALL MIAMI CURB "V""-~-~-SILT FENCE I LIMITS OF CONSTRUCTION w > -TOP OF WALL= 9.55 WIDTH VARIES - ±10.37 ·1\.1---MEG -0::: os: ""'--RETAINING 10.67 ----:.~ LF­ 1 0" PVC @ 0.22% ±10.30 MEG 10.30 ±10.26 --MEG ±10.14 MEG I-~ (J)o <(::::i 0~ ()~ I-('f) (/) <( w STR. NO. ST-1 ST-2 ST-3 ST-4 ST-5 ST-6 ST-7 ST-8 ST-9 ST-10 ST-11 ST-12 ST-13 ' ST-14 ST-15 ST-16 ST-17 ST-18 ST-19 DRY RETENTION SWALE NTS QRAINAGE STRUCTURE TABLE STRUCTURE TYPE DRAINAGE TOPEL.AREA STUB ST~M MANHOLE­ CO ROLSTRUCTURE 9.80' 12"WEIR@ ELEV. 8.10 "C" INLET 0.08Ac 9.40 YARD DRAIN 0.02Ac 9.52 YA~DDRAIN 0.02Ac 9.50 • YARD DRAIN 0.02Ac 9.50 "C" INLET 0.21 Ac 9.50 36"\>TORM SEWER • 9.81 ' STUB Y~DDRAIN 0.02Ac 10.24 YARD DRAIN 0.02Ac 10.24 YARD DRAIN 0.02Ac 10.24 STUB TYPE "C" INLET 0.06Ac 10.41 TYPE "C" INLET 0.05Ac 10.41 STUB WALL (BY OTHERS) INVERT EL. 7.40 15" PVC 7.05 15" PVC 7.05 15" PVC 7.47 10" PVC 7.40 10" PVC 7.70 10" PVC 7.6110" PVC 7.61 10" PVC 7.51 10'' PVC 7.51 12" PVC 7.40 12" PVC 7.5612" PVC 7.4712" PVC 7.4712" PVC 7.4712" PVC 7.40 12" PVC 7.40 12" PVC 7.80 10" PVC 7.7110" PVC 7.71 10" PVC 7.6110" PVC 7.61 12" PVC 7.50 12" PVC 7.60 10" PVC 7.48 10" PVC 7.48 12" PVC 7.40 12" PVC No. Date Revision 1 51312017 1st SUBMITTAL 2 7/512017 2nd SUBMITIAL Community -Management -Energy -Relationships 13901 Sutton Park Drive South, Surte 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 WNW.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: ____~MA~Y~~~17~--------- PROJECT NO. : -'1'-'16,0,_73,.,_01.___________ DESIGNED BY : --!!!JB~D!_____________ DRAWN BY: --~DP~T'-------------- SCALE· SEE PLAN THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE GRADING & DRAINAGE PLAN C4.0 0 ~ .,;::; ~ SHEET"' iii ~ ~L_----------------------------------------r-----------------------------------------------------------~ TURF BLOCK ASPHALT RIVERROCK DETECTABLE PROSSER- Community -Management -Energy -Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH NOTES: LEGEND1. ALL EXISTING WATER AND SEWER MAINS SHALL BE FIELD VERIFIED. NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. RIGHT-OF-WAY I----PROPERTY LINE SILT FENCE I LIMITS•~-------------------------------------------4-----------------r----------------------------------~-------------------t----------------r-----------------------------------~----------------------~--------------j2. ALL.NEWWATERANDSEWERTAPSTOBEPERFORMEDBYUTILITYCONTRACTOR OR LICENSED MASTER PLUMBER AND MUST BE --SF OF CONSTRUCTIONSCHEDULED 48 HOURS IN ADVANCE THROUGH COAB INSPECTOR. 3. ALL POTABLE WATER PIPE 3" IN DIAMETER OR LESS SHALL BE N.S.F.P.W. RATED. 4. CONNECTION LOCATIONS ARE APPROXIMATE. CONTRACTOR TO VERIFY CONNECTION LOCATIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY ENGINEER IF LOCATIONS DIFFER FROM PLANS. 5. CONTRACTOR SHALL INSTALL PER CITY OF ATLANTIC BEACH LATEST STANDARDS ND APPROVED MATERIALS. 6. SEE LANSCAPE PLANS FOR IRRIGATION. 7. SEE ARCHITECTURAL I MEP PLANS CONTINUATION OF UTILITIES WITHIN BUILDING. 10' ELEC. EA,>EMIEN"T ~ %"HOSE BIB " 1 SLEEVE & VALVE 1-4" GATE VALVE l \ ' 0 ~ .; ~ ~ iii ~ ~ ~~--------------------------------------------------------------------------------------------i-------------------------------------------------------------------------------------------------------------------------------------------~ D 36 LF-6" PVC I I I I I I I I I I I I I I I (SEE MEP PLAN) LJ 1t"WATER SERVICE -II~ @ 0.50%-f-f-1rl--~~----l 54"x43" TRANS. PAD 1-41"xA"' TAPPING <>L<1t:vt: & VALVE GATE VALVE 1~" WATER SERVICE (FORMERL 40'P STREET TLANTA STREET) BLIC ROW APPROXIMATE LOCATION OF EXIST. 8" WATER MAIN 0 1t" WATER SERVICE w >-0::: 05: I-~ Cf)o <(::J 0~ (.)~ I-("I) (f) <( w EXISTING FIRE HYDRANT \ 1-GANG WATER METER ASSEMBLY; 7-%" METERS (REFER TO JEA PLATE W-1 FOR DETAILS & SPECS.) 1-4"x8" TAPPING WARNING DATE: MAY 2017 PROJECT NO. : 116073.01 DESIGNED BY : JBD DRAWN BY: OPT SCALE SEE PLAN No. Date Revision 1 513/2017 1st SUBMITTAL 2 7/512017 2nd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE UTILITY PLAN 111 Community-Management-Energy-Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 MVW.prosserinc.com Florid;~ Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH SHEETING NOTE: Bc+18•MAX. Bc+12"MIN. BEDDING EXCAVATION SHAll. ACCOIIODATE BELL SUCH THAT FULL LENGTH OF PIPE IS SUPPORTED. r-C,I\REI'ULLY COMPACTED BACKFILL Bc+18"MAX. Bc+12"MIN. CAREFULLY COMPACTED BACKFILL \_,~~~~~::~~-~~~~:<~FLORIDA COMPACTED GRANULAR MATERIAL SHAPED BOTTOII SUITABLE UNDISTURBED SOIL B'MINIMUM CROSSWALK IN R.O.W. I I COCE (TRUNCATED DOMES-SEE DETAIL) (MIN. 36" DEPTH IN DIRECTION OF TRAVEL-FUU WIDTH) HALF SECTION SHEETED TRENCH HALF SECTION UNSHEETED TRENCH HALF SECTION SHEETED TRENCH HALF SECTION UNSHEETED TRENCH TYPE II TYPE COMPACTED,GRANULAR BEDDING SHAPED BOTTOM WITAMPED BACKFILL ·a· TACTILE WARNING SURFACE PERCH. 11 FLORIDA BLDG. CODE (TYP.) (EXPOSED AGGREGATE-RIVER ROCK MIX) (FULL "WIDTH AND DEPTH OF RAMP) CURB '-. S"TANC>ARO OR MEDIAN CURB & GUTTER CLASS BEDDING DETAIL 4,DDD PSI ABER REINFORCED CONCRETE (SEE SHEET C4.1 FOR JOINT SPACING). II" THICKENED EDGE AGAINST ASPHALT SEE DETAIL 4" CRUSHED CONCRETE, MIN I,IIR 100. 1~ IIAX DENSITY PER AASHTO T-ltO 12" STABALIZED SUBCRADE MIN LBR 40, IIAX PLAS11C INDEX 6, COIIPACTED TO A DENSITY OF AT LEAST 1~IIAX. DENSITY PER AASHTO T-180 NOTES· _,FI,~ISIIED GRADE SEALER* PAVEMENT 4 .. 411...-----­ 0 APPLY JOINT SEALER 60 DAYS ~....:.-~ AFTER ASPHALT HAS BEEN PLACED 'CONC. CURB JOINT SEALER r--r-----:;;;;;:::?IT,.. '----'--------!1 FOOT DROP CURB {SEE FOOT INDEX 300) T ,.. ,,.l 1/2"0 11/1.. L__.....j__----L...J 1----18" ----j CITY STANDARD (LOW SIDE) 1-··-IT~T ,.. t 1 l f----••--1 TYPE "D" HEADER CURB MEDIAN CURB {HIGH SIDE) 1. FOR CURB AND CURB & GUTIER PROVIDE 0.125" CONTRACTION JOINTS EVERY 10' (MAX.)_ CONTRACTION JOINTS ADJACENT TO CONCRETE PAVING SHALL MATCH THE PAVEMENT CONTRACTION JOINTS , NOT EXCEEDING 12'. 0.375" EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM OF EVERY 30 FEET AND AT THE P.T. AND P.C. OF ALL CURVES 2. CONCRETE FOR CURBS AND CURB & GUTIER SHAlL USA=E A MIN. 3,000 PSI WITH SYTNETIC FIBERS PROVIDING A RESIDUAL FLEXURAL STRENGTH OF 152 PSI 'M-IEN TESTED USING STM C1018-97, SUCH AS STRUX 90140 APPLIED AT A RATE OF 4_5 LBICYD OR APPROVED EOUIVELENT 3. GUTTER SLOPE SHALL MATCH ADJACENT PAVEMENT SLOPE. CURB & GUTTER DETAIL 1.5" ASPHALTIC CONCRETE TYPE SP-9.5 (2 LIFTS OF 0.75") 12" CONSTRUCTED SUB-BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY-AASHTO T-180. CONCRETE PAVEMENT SECTION CITY ROW ASPHALT PAVEMENT 4'-1" EYE BOLTS (SEE PLATE 0-210) 6" 3'-1~ L 6" 6" VARIES MAX. DEPTH 15' J lA 8" /~ SLOT OPENINGS SHALL NOT BE IN WALLS WITH GRATE SEAT NOTE: CONC. DESIGN STRENGTH 4000P.S.I. ·: ..,· ··.·,....-J··. .. ..... L-+.j.:,'~·~2"x2"x1/4" ANGLE IRON GRATE.·':I·:.· ... ' : ·. .. . .· . •,•. . ·:·.'.:1.::··.... ... ' .... :-:1:..... · ::·.'..·. ·. ···."+-+---IP SEAT (SEE PLATE D-209) #4@ 12" O.C. B.W. GROUT, OR "RAM-NEK" JOINTS WHEN REQUIRED #4@ 12" O.C. B.W. PIPE MUST NOT BE IN CONSTRUCTION JOINT PIPES SHALL BE FLUSH WITH INSIDE WALL #4@ 6" D.C. B.W. MINIMUM BEARING CAFACITY 2000 PSF STORM SEWER TYPE 'C' INLET COVER E.!.AtJ. PRECAST IN ACCORDANCE WITH LA TEST EDITIONS OF ASTM C 478 PIPE MUST NOT BE IN CONST. JOINT i!:0.. w 0 MIN. BEARING CAP 2000 P.S.F. (/) w ;;::' <> ~-. • ...... l ,,, ~ .. 7 CLEAR <( ~ II -..., I..., 'o •I 0 ;.. I io #8 @ 6" o.c. CD I ~ I..., 'o I "' _, _, < < u u w w 0.. 0.. (/) (/) u 0 w I I I ~ --I I I..., ..., ..., • ' ' 0 0 0 I I I " 00 Ol '"" I-I..., ' 0 I 0- MANHOLE COVER AND FRAME PER CITY OF JAX. STD . GROUT, "RAMNEK" OR "0" RING JOINTS WHERE REQ'D. PIPES SHALL BE FLUSH WITH INSIDE WALL. STORM SEWER TYPE J-1 g TYP. ~4" 'MOE PAINTED 1/VHITE LINE OR CURBING - 4~ WIDE PAINTED 'M-IITE LINE NOTE: ALL GENERAL TRAFFIC STRIPING SHALL BE 4" WIDE PAINTED LINES USING INHITE TRAFFIC MARKING PAINT PICAL PARKING SPACE LAYOUTS MAX. 2% CROSS SLOPE 6' Vv1DTH UNLESS OTHERWISE NOTED A~~~L-4-------4----4----~4~--4~4~-4----4~4L__4..J NOTES: 1. CONCRETE SHALL BE 3,000 PSI, MAX SLUMP 5" 1. CONTROL JOINTS TO BEAT SPACING EQUAL TO WIDTH OF SIDEWALK. 3. SIDEWALK WIDTH TO BE 6' 'M-IERE ADJACENT TO PARKINGJROADWAY. 6' MAX 2% CROSS SLOPE ~~~--~~--------~,--4 444 4" 6"444 4 8" ...,. tCOMPACTED CONCRETE SHAll BE 3000 PSI MAX. SLUMP 5" 1 \ ~ PAVEMENT -L-----4--~--~~L-IM_E_R_O_C_K_BA__S_~ 3" 5" tSTABILIZED l NOTE: WHERE SIDEWALK ABUTS BUILDING SEPARATE WITH A 112" PREMOLDED MASTIC STRIP CONTINUOUS J_;~_..:~ SUBGRADE FINISHED GRADE TO MATCH TOP OF SIDEWALK R3-5L R3·5R RS-1 R1·1 PROPOSED SIGNAGE 3" ASPHALTIC CONCRETE TYPE SP-12.5 8" COMPACTED OR LIMEROCK BASE MIN LBR 100, 100% MAX. DENSITY, AASHTO T -180 12" CONSTRUCTED SUB-BASE MIN. LBR 40, MAX. PLASTIC INDEX OF 6, COMPACTED TO 98% MAX. DENSITY· AASHTO T-180. FOOT ROW ASPHALT PAVEMENT 6" PERVIOUS CONCRETE 1.5" NO.8 AGGREGATE (WASHED) 10" GRADED CRUSHED AGGREGATE PERVIOUS BASE COURSE (WASHED) NON WOVEN GEOTEXllLE ON BOTTOM SIDES OF BASE COURSE 6" STABILIZED SUBGRADE (95% MODIFIED PROCTOR MAX DENSITY, MINIMUM LBR 40) PERVIOUS CONCRETE SECTION 7' MOUNTING HEIGHT HC SIGN NO. FTP26 TYPICAL AT ALL ACCESSIBLE PARKING SPACES THIS SIGN TYPICAL AT ALL VAN ACCESSIBLE PARKING SY DISABLED PERMIT ONLY PARKING SPACES IGCC~~..,J ~2" X 6" PENALTY SIGN WITH ~~ WORDING AS REQ'D ~_ 12., X 9, BY STATE OR LOCAL LAW L.::))" 2"x 2" STEEL TUBE WIWELDED TOP CAP ANCHORED 24" IN SOLID CONCRETE I II II I I -SLOPE TOP OF G~R~O~UWN~D~/BPA~VdiN~G~~~tl~~CONCRETE SURFACE •. · • I f · ... . ' I' • .. ... Iii • . '.1-t"· ..• : l·f .. ~-=='=··=--:.:·u:..·....:·~-I-­ 1'-6" •0-I.,.... -j 5' TRANSITION I jf--::=-.:--i----1--il PLNI TOP OF' CURB ~ r--s· TRAHmlOM~ TOP OF PAYEWJt::-;7'""""=========-.J OR CUTTER PROFILE CURB TRANSITION Case X. 1" Crown "'"' "'o o ooLimerock Bose 'W 'W 'W 0 o ~7/.rr?.rrr-~~~~o~~o~---+~~~~~~~o 6" AASHTO T-180 Temporary Type I Repair 1" Crown Cold Mix "' "' "'Limerock Bose 'W 'W ~""7"""""~::,...,..~~...;:,.~ AASHTO T-180 Temporary Type II Repair Ditch Width(W) +4' Min. 1/8" To 1/4" Surface Replacement Consistent W/Exist. 6"K 1 1/4" Min .• , Smooth Sow Cut Limerock Base >, Limerock Replacement Base LBR 75, 100% Max. Density AASHTO T-180 Compacted Backfill 98% Max. Density AASHTO T-180 12" Surface 0 0 0 Min. Permanent Repair Note: In Some .Cases Portland Cement Concrete May Be Considered Or Required By City Engineer For Surface Replacement. STANDARD PAVING REPAIR DETAIL 6" WHITE PAINTED LINE _ DIAGONALS @ 60' EQUALLY SPACE,D HC SIGN NO. FTP 26 WHEELSTOP fJHERE SHOWN ON P111\N PAINTED LINES "WHITE PAINTED LINE WHEN ADJACENT TO STANDARD SPACE 18" NOTE: DETECTABLE WARNING SURFACE IN ACCORDANCE WITH A.D.A (SEE FLORIDA BLDG. CODE, CH. 11) HANDICAP RAMPS, SPACES AND SIGNAGE SHALL MEET AMERICAN NATIONAL STANDARD A117.1 AND ALL APPLICABLE CITY AND STATE REQUIREMENTS. DATE: ____~M~A~Y~2~0~17~--------- PROJECT NO. : .J1u16!!!0!L73:J.,.0!!.1L._____ DESIGNED BY: -'J~B!!:D~------- DRAWNBY: __¥DP~TL.____________ SCALE· SEE PLAN No. Da1e Revision 1 513/2017 1s1 SUBMITTAL 2 7/512017 2nd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE GRADING & DRAINAGE DETAILS C6.1 SHEET AEEBQ~. 2ill L.EIS j<>~ L.J I I • r ·'~ ~ N GRATE DETAIL FOR TYPE 'C' INLET r­.................... ·,..., - - -f.;;; 7 /8" -LEIB" 1 7/8 35 7 a· 2 7/8 • 2 1/8" • PLAN "~~1--e-JL__I ~__e_,3,.5--'~'-L/B_,e·_~ID__I_:IL_I_u---1 1/8" X 1" X 1" BEARING PAD SIDE VIEW---­ ELEVATION -t CONCRETEP ·~ -----.. OIL 1/2" -I ___51 ~YR/24 HR STORM EL. 6.87 _ _ _. _'V 5YRI~ll!Q!!MEL.6.7_7___ < < _ '_v. MEANANNU~ATEREL~ .,.. NORMAL WATER EL. 4.20 POND BOTTOM EL.-1.8 NOT TO SCAli POND SECTION ,­ T RCP \ 0:: iii ' <D:s: I.,. &, "' 1 \J NOTE: 1/4" ALUMINUM SKIMMER WITH GALVANIZED A 80LTS. 18" O.C NCHOR __.­ ~ !.---'""' 1­1. USE MODIFIED TYPE 'E' OUTLET FOR CONTROL STRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC. DESIGN STRENGTH 4,000 P.S.I. t 114" ALUMINUM OIL SKIMMER WITH 1/2" GALVANIZED ANCHOR PLAN MODIFIED TYPE "E" STRUCTURE TYPE "E"GRATE ""\ BOLTS.18" O.C. .~ OIL SKIMMER/GRATE EL \ 25 YR/24 HR -• ., 28" VVEIR EL. 6.45 • ~ ~~~~~---+----~~, I ~TRASH u NORMAL WATER EL. 4.20 - I l BARS 6"0.C. j ,I I I •. I• r I I t TOB EL 8 00 rB" RETAINING WALLI (BY OTHERS) _I I - I 1 -tl+-"BO,_TT'-"'O"'M-"S"'KI"'M"'M""ER=EL"-."'3."-2__"' ~-'1 I ~-T III CONCRETE PAD -~ -------.,r--;..-'......====.. ~· : : W I I I I I I I . • .I I~ .~ .. , .~·J,:1 .. . . .• '.4 . . . . : . :. ·..· : .-· .. ..t . .. I•f . • ·• . . . . . • ' .. ~·.~-.~-.r-.:·~~~ #4@ 12" O.C. B.W. ~ MINIMUM BEARING ----' CAPACITY 2000 PSF #4@ 6" O.C. B.W. SECTION 12" RCP TO OUTFALL SUMP EL. (FILLED WI CONCRETE FROM I NV. RCP TO BOTIOM OF STRUCTURE) MODIFIED TYPE "E" CONTROL STRUCTURE NOT TO SCALE OUTFALL STRUCTURE 2 \ \J INV. EL. 4.05 ' TOB EL. 8.00 ETAINING WALL (BY OTHERS) PLAN 1 1/1!' SECTION 2-CONCENm PICK HIIUll RBIIRD MANHOLE FRAME AND COVER DETAIL COAB SANITARY MANHOLE COVER 2. 77" ORIFICE DRILLED IN CENTER 3" PVC THREADED CAP CONCRETE PAD 114" ALUMINUM OIL SKIMMER WITH 112" GALVANIZED ANCHOR BOLTS. 18" O.C. t 114" ALUMINUM OIL SKIMMER WITH 112" GALVANIZED ANCHOR BOLTS.18"0.C. \ OIL SKIMMER/GRATE EL. 6.87 25 YR/24 HR PLAN MODIFIED TYPE "E:' STRUCTURE I'\ TYPE "E" GRATE \ -• ., ~28~"~WE~IR~E~l.~6~.4~5----f-l--_, • ~ -rTI ~~~~H l S"O.C. r-+"'-1 L ,I I. I ... I~ -­ NOTE: 1. USE MODIFIED TYPE 'E' OUTLET FOR CONTROL STRUCTURE. 2. PIPE MUST NOT BE IN CONSTRUCTION JOINT 3. CONC. DESIGN STRENGTH 4,000 P.S.I. t TOB EL 8 00 1 r .. RETAINING wALLV (BY OTHERS) '<7 NORMAL WATER EL. 4.20 I I I ! K I T f'l ICONCRETE PAD ---­I I' --...,.....,I;·,I-,--,-f--,-.-1 : '-2.77" ORIFICE : W I I I I : : 1­• • . • J ..1. .,.4 •.., ·.4· • ·• .......... . I : • . . . . . .• . .,r . . . · 1· . ·... · : · . . • . • I• ..• !"..~. ~.~_:f" r·---: ,_ ~-.'-·t · EIIEIIIBIIBI I @ 12" O.C. B.W. ----' _j ' MINIMUM BEARING CAPACITY 2000 PSF #4@ 6" O.C. B.W. SECTION BOTTOM SKIMMER EL. 3.2 15" RCP TO OUTFALL SUMP EL. (FILLED WI CONCRETE FROM INV. RCP TO BOTTOM OF STRUCTURE) MODIFI :D TYPE "E" CONTROL STRUCTURE NOT TO SCALE \ \I INV. EL. 4.03 A LOG TE WIRE SHALL BE PLACED ON SERVICES 10FT OR GREATER. r-­SINGLE WATER SERVICE -GANG WATER SERVICES GANG WATER SERVICES­ P/L PIL 3 OR 4 SERVICES (SEE NOTE #5) 5 OR MORE SERVICES (SEE NOTE #5) 2' 2' - --r-2'­-rRIW ~1" POLY TUBING W/"Y"1-"'___.-r.r FITTING -7 1/2' JEA UTILITY EASEMENT _.,-METER W/ / CURBSTOP 15'MAX / ....----1" POLYi •• i / ~ 1"MIPPACK 4" D.I.P. OR MAIN (MIN) WHERE MULTIPLE TAPS ARE CONSTRUCTED ---. \ 20' MAX I 1\ I .I(.,L." -JOINT COUPLING \ f'---,~~::::._----MULTI-SERVICE "Y" I .----2" POLY TUBING L------1-1~·(2"FIP INLET AND 3!-'"" OR 4 1" FIP OUTLET) '\J----_____J ~;ONG-SIDE WATER SERVICE 2" MIP PACK ____.... POLY TUBING (1" MIN.) JOINT COUPLING-----­.· ...· .·.·.·.·.·. ·.· .. ·.·.· ...· ..· . . . . . . . . • . . . . . . . . . \_ROADWAY V2"POLYTUBING . I'-SERVICE SADDLES WITH 24" SEPARATION AT A MIN. (NO GLUED TEES) '-___ 4"PVC [r-rSADDLEW/CORP · ~·. . ·~..:2'.'8·A·D·D·L.EW.1C·O·H·P. S.T.O.P.. ·. ·.·.· / . STQP (TYP) . . . . · \ / · · /TAPPING SLEEVE OR ~~~/~-~]_------,..--:cc::-::=-:-:-:-::-:-------~v~---=-i-J==2='=M=AX;::(S=E=E=N=O~T:::E::;#4~)-=:=-:':":":':=)V~~::-::-TE--(~WITHVALVE ) WATER MAIN -----SHORT-SIDE WATER SERVICE ) ,._.­POLY TUBING (1" MIN.) (NEAR UG ELECTRICAL """"' ::. . BOX, NOTE #1) f-2 ' -7 1/2' JEA UTILITY EASEMENT METER BOX LOCATION \ 2' -vWATER METER BOX (TYP) --~---,~--~~~~~~~~----------------~--~------~------------~~ .....--10'x~O' JEA UTILITY NOTES: ~ EASEMENT W/UG ELECTRIC BO)\ OR EASEMENT (NOTE 11'3) DOUBLE 1" WATER SERVICE (SEE NOTE 116) \ I PiL R/W: RIGHT OF WAY LINE P/L: PROPERTY LINE 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LO~TIONS. ACTUAL LOCATIONS OF BOXES MAY VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED. TYPICALLY. TI-lE METER BOX SHALL LOCATED AT THE R1W LINE BUT INSIDE THE 7 1/2' ELECTRIC EASEMENT. 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY (NASSAU, CLAY OR ST. JOHNS COUNTY), THE METER BOX SHALL BE LOCATED IN THE JEA 71/2' UTILITY EASEMENT, AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX 'MAY BE ADJUSTED TO FOUR FEET (MAX.) INSIDE PROPERTY LINES (IN LIEU OF TWO FEEn. UNLESS APPROVED OTHERWISEJBY JEA, THE WATER METER BOX SHALL BE LOCATED IN NON-TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE ME;J'ER BOX IS APPROVED BY JEA TO BE LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET ~TANDARD DETAIL NUMBERS W-3&4, AT A MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMJ'R BOX AND TOP). SET TOP OF BOX AT FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA, THEN THE CONTRACTOR OR CUSTOMER SHALL BE RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATI;D IN THE SIDEWALK OR DRIVEWAY OR THE COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE THE EASEMENT AREA . 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 2" POLY 1.1AIN SHALL BE LOCATED CENTERED BETWEEN THE TWO METER BOXES. LOCATE W~·RE IS REQUIRED ON ALL SERVICES 10' OR GltEATER IN LENGTH. IF LOCATE WIRE IS REQUIRED, THE WIRE SHALL RUN F OM THE METER BOX (W/ PIG TAIL) TO THE M,41N (DEAD END SHALL BE TAPED WITH NO CONNECTION TO MAIN WIRE WITH T E LAST 241NCHES STRIPED OF INSULATION,flARE WIRE AS GROUND). ALL EXCEPTIONS TO THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING)EXISTING SERVICE LINES IN THE FUTURE. 5. GANG WATER SERVICES: FOR 3 OR SERVICES IN ONE AREA, A DUCTICLE IRON PIPE (D.I.P.) WATER MAIN EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER HORT-SIDE OR LONG SIDE SERVICES WHER~SHOWN ON THE DRAWINGS. LOCATE WIRE SHALL EXTEND FROM ONE METER B X TO CORP STOP AT WATER MAIN. FOR 50~MORE SERVICES IN ONE AREA, A WATER MAIN EXTENSION W/LOCATE WIRE MAY B UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS (TAPS STAGGERED AND T 2 FEET ON CENTER-MIN). FOR WATER SUit'LY HEADERS WHERE 5 OR MORE TAPS ARE CONSTRUCTED, THE HEADER PIPE HALL BE 4" AT A MINIMUM. EXAMPLE: CONSTRUCT A 4" MAIN PVC CROSSING THE STREET FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" DIP, 4" PIPE, 4"X1" SADDLES AND 1\CORP STOPS (NO GLUED TEE FITTINGS). THE 4" OR LARGER D.I.P. WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E. ENGINEER. 6. DOUBLE 1" WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SER"fES AND WHERE SHOWN ON THE DRAWINGS. 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER Sfl!VICE LINE (WHICH SERVES THE SAME CUSTOMER) UTILIZING A 1" BRONZE "Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE) . 8. No 2" AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICflARE 20" ANO LARGER SIZE. 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMII;AR TO THE ABOVE AND SHALL BE LOCATED, AT A MIN. OF 10' FROM THE POTABLE WATER SERVICE, AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS APPROVED OTHERWISE BY JEA. WATER OR RECLAIM SERVICE INSTALLATIONS 2'J AND SMALLER METER JANUARY 2017 PLATE W-1 .. Community -Management -Energy -Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www. prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: ______~MA~Y~2~01~7___________ PROJECT NO. : __,1-"16,0"-'73..-;.0"'1'-----------­ DESIGNED BY: _J,B~D'------------- DRAWN BY: --~DPwT'------- SCALE · SEE PLAN No. Date Revision 1 51312017 1st SUBMITIAL 2 71512017 2nd SUBMITTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE GRADING & DRAINAGE DETAILS C6.2 SHEET 48" MIN. METAL FENCE POSTS DRIVEN INTO GROUND A MIN. OF 2'-0" WOVEN WIRE FENCE FILTER CLOTH ( MIRAFI, POLYFILTER (MIN. 14 GAUGE; 6" MAX. X OR APPROVED EQUAL ) MESH SPACING) FILTERCLOTH TRENCH BACKFILL TRENCH WITH EARTH AFTER PLACING FILTER CLOTH CONSTRUCTION "~ AREA ~r ~P s"' CONSTRUCTION SPECIFICATIONS: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS BY USE OF WIRE TIES 2. FILTER CLOTH TO BE FASTEN SECURELY TO WOVEN WIRE FENCE BY USE OF WIRE TIES SPACED EVERY 24"x 24". 3. SILT FENCES TO BE INSTALLED IN LOCATIONS AS SHOWN ON THIS EROSION AND SEDIMENT CONTROL PLAN PRIOR TO BEGINNING OF CONSTRUCTION TO CONTROL SEDIMENT. 4. SILT FENCES TO BE MAINTAINED AND CLEANED AS NECESSARY TO MAINTAIN IN FUNCTIONAL CONDITION. 5. SILT FENCES TO BE REMOVED AND THE AREA TO BE RESTORED TO ITS NATURAL CONDITION WHEN PERMANENT EROSION AND SEDIMENT CONTROL PROCEDURES ARE EFFECTIVE. STRAW BALE BARRIER DROP INLET SEDIMENT FILTERGRAVEL &WIRE MES FILTER FENCE DROP INLET w/GRA TE STAKES BURLAP FABRIC RUNOFF WATER w/SEDIMENTS BURIED BURLAP FABRIC FILTERED WATER SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5%) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY MEDIANS. 0 ~ ..; g ~ ~ ii) ~ SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. RUNOFF WATER w/SEDIMENTS GRAVEL (12" MIN. DEPTH) FILTERED WATER SPECIFIC APPLICATION: THIS METHOD OF INLET P"o'"~T''~"'Tonii\J IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE J1'0NDIING AROUND STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO STRUCTURED ARE UNPROTECTED AREAS. 0 DROP INLETw/GRATE 0 SYNTHETIC BALES STAKED w/2 STAKES PER BALE STAKED SYNTHETIC BALE COMPACTED SOIL FILTERED WATER TO PREVENT PIPING RUNOFF WATER w/SEDIMENTS w/GRATE DROP INLET SPECIFIC APPLICATION: THIS METHOD OF INLET PROTECTION APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER 5%) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 CFS) ARE TYPICAL. METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS IN "'""''""'TOR HIGHWAY MEDIANS. SYNTHETIC BALE BURLAP DROP INLET SEDIMENT FILTER MAX. SLOPE 3:1 SEDIMENT LADEN RUNOFF STORM WATER WITH LARGEF PARTICLES REMOVED WEEP HOLES FOR DEWATERING --..J:Sitl-_::,t DRAIN INLET LARGER PARTICLES SETTLE OUT FOUR I-FOOT WIDE STRIPS OF SOD ON EACH SIDE OF THE DROP INLET FILTERED WATER - SOD DROP NLET SEDIMENT FILTEREXCAVATED DROP INLET SEDIMENT TRAP NOTES: 1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES 3. 4. WEDGE LOOSE STRAW BETWEEN BALES BACKFILL AND COMPACT THE EXCAVATED SOIL. STAKED AND ENTRENCHED SYNTHETIC BALE COMPACTED SOIL TO PREVENT PIPING BINDING WIRE OR TWINE FILTERED RUNOFF SEDIMENT LADEN RUNOFF CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE POINTS 'A' SHOULD BE HIGHER THAN POINT 'B' 6"MINIMUM co ON ENTRANCE DETAIL EROSION AND SEDIMENT CONTROL NOTES 1. The Contractor is responsible for removing silt from site if not reusable on-site and assuring plan alignment and grade in all ditches and swales at completion of construction. 2. The sHe Contractor is responsible for removing the temporary erosion and sediment control devices after completion of construction and only when areas have been stabilized. 3. Additional Protection -On-site protection must be provided that will not permH silt to leave the project confines due to unforeseen conditions or accidents. 4. Contractor shall ensure that all drainage structures, pipes, etc., are cleaned out and working properly at time of acceptance. 5. Wire mesh shall be laid over the drop inlet so that the wire extends a minim~m of 1 foot beyond each side of the inlet structure. Hardware cloth or comparable wire mesh with 1/2-inch openings shall be used. If more than one strip of niesh is necessary, the strips shall be overlapped. 6. FOOT No. 1 coarse aggregate shall be placed over the wire mesh as indicated on detail. The depth of stone shall be at least 12 inches over the entire inlet opening. The stone shall extend beyond the inlet opening at least 18 inches on all sides. 7. If the stone filter becomes clogged with sediment so that it no longer adequately perfonms its function, the stones must be pulled away from the inlet, cleaned and replaced. 8. Bales shall be either wire-bound or string-tied with the bindings oriented around the sides rather than over and under the bales. 9. Bales shall be placed lengthwise in single row surrounding the inlet, with the ~nds of adjacent bales pressed together. ! 10. The filter barrier shall be entrenched and backfilled. A trench shall be excavated around the inlet and width of a bale to a minimum depth of a 4 inches. After the bales are staked, the excavated soil shall be backfilled and compacted against the filter barrier. 11. Each bale shall be securely anchored and held in place by at least two stakes or rebars driven through the bale. 12. Loose straw should be wedged between bales to prevent water from entering between bales. 13. Close attention shall be paid to the repair of damaged bales, end runs and undercutting beneath bales. 14. Necessary repairs to barriers or replacement of bales shall be accomplished promptly. I 15. Sediment deposits should be removed after each rainfall. They must be removed when the level of deposition reaches approximately one-half the height of the barrier. 16. Any sediment deposits remaining in place after the straw bale barrier is no longer required shall be dressed to conform to the existing grade, prepared and seeded. 17. Silt fences, straw bale barriers and filter barriers shall be inspected immediately after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. 18. Should the fabric on a silt fence or filter barrier decompose or become ineftective 21. The structure shall be inspected after each rain and repairs made as needed. 22. Sediment shall be removed and the trap restored to its original dimensions when the sediment has accumulated to 1/2 the design depth of the trap. Removed sediment shall be deposited in a suitable area and in such a manner that it will not erode. 23. The Contractor is responsible for following the best erosion and sediment control practices as outlined in the plans, specifications and St. Johns River Water Management District Permit. 24. For additional information on sediment and erosion control refer to "The Florida Development Manual - A Guide to Sound Land and Water Managemenf' from the State of Florida Department of Environmental Regulation (FDER), Chapter 6. 25. Erosion and sediment control barriers shall be placed adjacent to all wetland areas where there is potential for. downstream water quality degradation. See detail sheet for typical construction. 26. All disturbed areas shall be grassed, fertilized, mulched and maintained until a permanent vegetative cover is established. 27. Sod shall be placed in areas which may require immediate erosion protection to ensure water quality standards and maintained. 28. Any discharge from dewatering activity shall be filtered and conveyed to the outfall in a manner which prevents erosion and transportation of suspended solids to the receiving outfall. 29. Dewatering pumps shall ·~ot exceed the capacity of that which requires a consumptive use permit from the St. Johns River Water Management District. 30. All disturbed areas to be stabilized through compaction, silt screens, hay bales and grassing. All fill slopes 4H: IV or steeper to receive staked solid sod. 31. All dewatering, erosion, and,.,ediment control to remain in place after completion of construction and be removed only when areas have been stabilized. ' 32. This plan indicates the mi\oimum erosion and sediment control measures required for this project. The Contractor is responsible for meeting all applicable rules, regulations and water quality guidelines and may need to install additional controls. 33. All excavations and earthW9rk shall be done in a manner to minimize water turbidity and pollution. Discharge shllll be controlled and rerouted through hay filters. siltation diapers and sumps. The; Contractor shall be responsible for the prevention, correction. control and abalement of erosion and water pollution in accordance with Chapter 17-3, Florida Admi~istrative Code. 34. The Contractor is responsijlle for the removal of any sediment that leaves the site and changes any downslream conditions by raising channel botioms and/or clogging outfall culverts. 35. The Contractor shall pay ftlr any water quality control violations from any agency that results in fines being ai;sessed to the owner because of the Contractor's failure to eliminate turbid runoff from leaving the site and raising background levels. 36. The Contractor is respontible for obtaining all necessary permits, including any applicable N PDES permitSl l l \ \ \ ~~L-------------------------------------------------------------------------------------l--------------------------------------------------------------------------------------------------------------------------------__j PROSSER~ Community -Management -Energy -Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville. Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number. 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: ____~MA~Y~2~0~17L__________ PROJECT NO. : -'1~160~73!,!.0!..!.1__________ DESIGNED BY : _J,B,D:...____________ DRAWN BY --~D~LL------------- SCALE · SEE PLAN No. Date Revision 1 513/2017 1st SUBMITTAL 2 7/512017 2nd SUBMilTAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE EROSION & SEDIMENT CONTROL NOTES &DETAILS C7.0 SHEET OP INLET SEDIMENT FILTER ry, the is not d and ational prior to the end of the expected usable life and the barrier still be necess fabric shall be replaced promptly. 19. Any sediment deposits remaining in place after the silt fence or filter barrie longer required shall be dressed to conform with the existing grade, prepar seeded. 20. The Environmental Protection Agency (EPA) has issued to Florida a SPECIFIC APPLICATION: THIS METHOD OF INLET IS APPLICABEL ONLY AT THE TIME OF PERMANENT SEEDING, TO PROTECT THE INLET""'""1M SEDIMENT AND MULCH MATERIALS UNTIL PERMANENT VEGETATION HAS BECOME ES-rABILISHE:D. Pollutant Discharge Elimination System (NPDES) General Penmit for certain Stromwater discharges. This NPDES program requires that if the magitude of construction sctivHies covered by the general permit are above certain thresholds, then a Storm Water Pollution Prevention PLan (SWPPP) is required. Also i valved are certain certification, notification, inspection and record keeping in acco dance with the EPA Publication EPA 832-r-92-005 dated Sept., 1992 & titled "Storm Water Management for Construction Activities-Developing Pollution Prevention P ans & Best Management Practices. It is the Contractor's responsibility to determin if this project requires an NPDES application and notification and, if necessary, p epare, submit and maintain the required documentation in compliance with th. EPA guidelines and criteria. · s T CITY'S REQUIREMENTS PROJECT NAME AND LOCATION: OWNER NAME AND ADDRESS: DESCRIPTION: SOIL "'OTO I , PAVEMENT AND GRADING; STORM SEWER, UTILITIES, AND PREPARATION FOR FINAL PLANTING AND SEEDING. ~~cu ·~ 1 DURING C~~~~~~~;iON: 3. POST-CONSTRUCTION: SOILS: --SEE SOIL BORING REPORT FOR SOILS DATA 0 R M w A T E THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING THE SYSTEM INTO OPERATION. R p 0 L L u T I 10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AN WATERED OR HYDROMULCHED OR OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT•• JF A GOOD GRASS COVER. TEMPORARY GRASSING SHALL BE THE SAME 1¥ IX & AMOUNT REQUIRED FOR PERMANENT GRASSING IN THE CONTRACT SPE IFICATIONS. SEQUENCE OF MAJOR ACTIVITIES: f-T-H_E_O_R_D-ER_O_F:_A:.C:.T:_IV:.IT:.IE_:S:;WI.:_::L_:L:_B_:E:.:A_S:_:F::O:__LL:.O_:WS:.;_::_:_::=_:..:....:_:_:_:.=.:_:._____--j11. TEMPORARY REGRAS lNG IF, AFTER 14 DAYS FROM SEEDING, THE TEMPORARY GRASSE AREAS HAVE NOT ATIAINEO A MINIMUM OF 75 1. INSTALL STABIUZED 9. INSTALL UTILITIES, STORM SEWER, PERCENT GOOD GR SS COVER, THE AREA WILL BE REWORKED AND CONSTRUCTION ENTRANCE. CURBS & GUTTER. ADDITIONAL SEED J PPLIED SUFFICIENT TO ESTABLISH THE DESIRED 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT VEGETATIVE COVER. BALES AS REQUIRED. 11. COMPLETE GRADING AND INSTALL 3. CLEAR AND GRUB FOR DIVERSION PERMANENT SEEDING/SOD AND SWALES/DIKES AND SEDIMENT PLANTING BASIN. 12. COMPLETE FINAL PAVING 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACCUMUlATED BASIN. SEDIMENT FROM BASINS 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUCTION GRUBBING. ACTIVITY IS COMPLETE AND THE 6. STOCK PILE TOP SOIL IF SITE IS STABILIZED, REMOVE ANY REQUIRED. TEMPORARY DIVERSION 7. PERFORM PRELIMINARY GRADING SWALES/DIKES AND RESEED/SOD ON SITE AS REQUIRED. AS REQUIRED 8. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE. 12. MAiNTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND CONSTRUCTED TO PR VENT EROSION AND SEDIMENT SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED. 13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE OFFSITE FACILITIES. SITE MAPS: • SEE A, I PLAN FOR PRE & POST DEVELOPMENT GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF SURFACE WATERS, WETLANDS, PROTECTED AREAS, MAJOR STRUCTIJRAL AND NONSTRUCTURAL CONTROLS AND STORM WATER DISCHARGE POINTS. 14. PERMANENT SEEDIN,­ALL AREAS WHICH HAVE BEEN DISTURBED BY CONSTRUCTION WILL AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST PROVIDE BOTH LON TERM VEGETATION AND RAPID GROWTH SEASONAL VEGETATION. SLOPES STEEPER THAN 4 1 SHALL BE SEEDED AND MULCHED OR SODDED f------=--------:---:--:----,-,------------f STRUCTURAL PRACTICES: TIMING OF CONTROLS/MEASURESf------_:_::::::.:.:_:::._:::;_-=..::_:.:_:_:_:::::_:;::_:.::_::::_:.:::.:::.:_::=:::._____-l1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE USED AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES AND TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY. AND IT • SEE ATIACHED EROSION & TIJRBIDITY CONTROL PLAN FOR LOCATION OF TEMPORARY STABILIZATION PRACTICES, AND TURBIDITY BARRIERS HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE SHALL BE CONSTRUCTED IN ACCORDANCE TO D-914. • SEE GENERAL NOTES FOR REQUIRMENTS FOR TEMPORARY AND PERMANENT STABILIZATION. SITE AREA: 1. TOTALAREAOFSITE: 2. TOTAL AREA TO BE DISTIJRBED: NAMF, OF I CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE VVHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. CONTROLS IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSJON AND 1--------------=::--:--------------1 TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TIJRBIDITY CONTROL PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE '------------'C:_O:..:_N:_T..;.R_O.:..c::L:_SL__________-j CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING I PROPERLY TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PlACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY" FOR A VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. STORM WATER MANAGEMENT: STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPnON:) CURB & GUTTIER AND INLETS FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF ACRES WILL HAVE BEEN REGRADED, ACRES LEFT UNDISTURBED. THE SITE DISCHARGES TO A WET DETENTION SYSTEM. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION BASIN. THE WET DETENTION SYSTEM IS DESIGNED WITH A DAY MINIMUM RESIDENCE VOLUME. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT FOR THIS TYPE OF DEVELOPMENT AT THE TIME OF PERMITTING. TIMING OF CONTROLS/MEASURES REFER TO "CONTRACTORS RESPONSIBILITY" FOR THE TIMING OF CONTROUMEASURES PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE EROSON AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS REQUIRED.IJ-EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE REGULA TORY AGENCIES. EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOVVING LIMITATIONS: A WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY, MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST WASHOUT. REFER TO CITY STANDARD DETAIL 0-913 FOR CONSTRUCTING THE HAY BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER LOCATION, MATERIAL & USAGE. 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTIJRBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING LIMITATIONS: A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. REFER TO CITY STANDARD DETAIL 0-910 FOR PROPER CONSTRUCTION OF THE FILTER FABRIC BARRIER. f--------------------------------1 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED BELOW CERTIFICATION OF COMPLIANCE WITH DISTIJRBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. FEDERAL, STATE AND LOCAL REGULATIONS f--------:_--------------------1 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT-FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED TO RECONCENTRATE AFTER RELEASE. LEVEL SPREADER SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY STANDARD DETAIL 0-914. IN ACCORDANCE WITH FEDERAL, STATE AND LOCAl LAWS RELATED TO STORM WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS, THE FOLLOWING PERMITS HAVE BEEN OBTAINED. D.E.R. DREDGE/FILL PERMIT# TBD C.O.E. DREDGE/FILL PERMIT# TBD S.J.R.W.M.D. M.S.S.W. PERMIT# TBD POLLUTION PREVENTION PLAN CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATIACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITIED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECnY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITIED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITIING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS. 5. STOCKPILING MATERIAL: NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION FACILITY. 6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 10 ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-51TE DEPOSIT OF SEDIMENTS. 7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE DIRECTLY OFF-SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET. 8. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND SIGNED:---------------------­RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL BE SEEDED 2. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF DISCHARGE FROM A ISTURBED AREA. THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTE EITHER INDEPENDANTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERS! N DIKE: 2.1. BLOCK & GRAVEL EDIMENT FILTER-THIS PROTECTION IS APPLICABLE WHERE HEAVY FL WS AND/OR WHERE AN OVERFLOW CAPACITY IS NECESSARY TOP EVENT EXCESSIVE PONDING AROUND THE STRUCTURE. REF :R TO D-902 FOR CONSTRUCTION OF A CURB INLET SEDIMENT FILTER AND D-904 FOR CONSTRUCTION OF A DROP INLET SEDIMENT FILTER 2.2. GRAVEL SEDIM~~!~...~RAP ~THIS PROTECTION IS APPLICABLE WHERE HEAVY CONCEN • r~TED FLOWS ARE EXPECTED, BUT NOT WHERE PONDING AROUN THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE R DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED AI EAS. REFER TO D-903 FOR CONSTRUCTION OF CURB INLET & DROP SE)IMENT TRAP. 2.3. DROP INLET SED I ENT TRAP-THIS PROTECTION IS APPLICABLE WHERE THE INLET DRAIN A RELATIVELY FLAT AREA (S < 5%) AND WHERE SHEET OR OVERlAND FLC WS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD SHALL NOT APPLY TO IN ETS RECEIVING CONCENTRATED FLOWS SUCH AS IN STREET OR HIGH 'AY MEDIANS. REFER TO 0-905 FOR CONSTRUCTION OF HAY BALE & FABR C SEDIMENT FILTER. 3. OUTLET PROTECTIO~ : APPLICABLE TCi THE OUTLETS OF ALL PIPES AND PAVED CHANNEL SE IONS WHERE THE FLOW COULD CAUSE EROSION & SEDIMENT PROBLEM 0 THE RECEIVING WATER BODY. SILT FENCES & HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE DISCHARING STRUCTURE AS SHOWN ON THE OUnET PROTECTION DETAIL 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED ACRES AT ONE TIME, THE PROP SED STORM WATER PONDS (OR TEMPORARY PONDS) WILL BE CONSTRUCT 0 FOR USE AS SEDIMENT BASINS. THESE SEDIMENT BASINS MUST PROVIEf' A MINIMUM OF 3,600 CUBIC FEET OF STORAGE PER ACRE DRAINED UNTIL INAL STABILIZATION OF THE SITE. THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT APPLY TO FLOWS FRCM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS THAT ARE EITHER UN USTURBED OR HAVE UNDERGONE FINAL STABILIZATION WHERE SUCH FLO~ RE DIVERTED AROUND BOTH THE DISTURBED AREA AND THE SEDIMENT o \SIN. ANY TEMPORARY SEDIMENT BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE SPECIFICA IONS FOR STRUCTURAL FILL. ALL SEDIMENT COLLECTED IN PERW NENT OR TEMPORARY SEDIMENT TRAPS MUST BE REMOVED UPON FINAl STABILIZATION. 0 N p R E v E CONTRACTOR'S REQUIREMENTS OTHER CONTROLS WASTE DISPOSAL WASTE MATERIALS ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET All LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS. THE DUMPSTER WILL BE EMPTIED AS NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES THE DAY~TO-DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED. HAZARDOUS WASTE All HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES DAY·TO-DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED. SANITARY WASTE ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAl WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. 'VFHir.l F A :TION ENTRANCE WILL BE PROVIDED TO HELP REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT TO THE SITE ENTRANCE WILL BE SWEPT DAILY TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A TARPAULIN. INVENTORY FOR POLLUTION PREVENTION PLAN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE PRESENT ONSITE DURING CONSTRUCTION' ~CONCRETE ;:: FERTILIZERS ;:: WOOD ASPHALT PETROLEUM BASED PRODUCTS MASONRY BLOCKS ~ "'"' 1­CLEANING SOL VENTS ROOFING MATERIALS -- N T I 0 N N 0 SPILL CONTROL PRACTICES: IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY LITTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE. All SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE. SPILL OF TOXIC OR HAZARDOUS MATERIAl WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE OF THE SPILL THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE OAY~TO~DAY SITE OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS Will EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE Of PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF APPLICABLE. IN THE OFFICE TRAILER ONSITE. MAINTENANCE/INSPECTION PROCEDURES EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE USED TO MAINTAIN EROSION AND f-l-...Lo_ET_E_R_G_E_N_Ts---l....J..P_A_IN_T~s=--:---:-=c-:::::--...I..J_M_ET_A_L_s_T_u_os___---1 SEDIMENT CONTROLS. I--------S::.P:...:::IL=L:..:.P:..:.R.::E:.V:.:E:::N..:.T:.:I::::O:.:_N:_______---1 • NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED MATERIAL MANAGEMENT PRACTICES THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. GOOD HOUSEKEEPING: THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE CONSTRUCTION PROJECT. .."' ~ • AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB. • ALL MATERIALS STORED ONSJTE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE. • PRODUCTS. WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAl MANUFACTURER'S LABEL. • SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER. • WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER. • MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED. • THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE RECEIVE PROPER USE AND DISPOSAL. '"""T~· THESE . -~E USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. • PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. • ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. • IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WiLL BE FOLLOWED. PRACTICES WILL BE FOLLOWED ONSITE: PETROLEUM PRODUCTS ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED CONTAINERS WI-IICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. FERTILIZERS FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO ltMIT EXPOSURE TO STORM WATER. STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN TO AVOID SPILLS. PAINTS All CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SE'WER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE. AT ONE TIME WITHOUT WRITIEN PERMISSION FROM THE ENGINEER. • ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. • ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORT. • BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE.SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO SEE IF THE FABRIC IS SECURELY ATIACHED TO THE FENCE POSTS, AND TO BEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. • THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB, WHICHEVER COMES FIRST. • DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES PROMPTLY REPAIRED. • TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. • A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE INSPECTOR IS ATIACHED. THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, STATE OR LOCAL AGENCY APPROVING SEDIMENT AND EROSION PLANS, OR STORM WATER MANAGEMENT PLANS. THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF TERMINATION IS SUBMITIED THE REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE. • THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE REPORT. • PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE T E s NON-STORM WATER DISCHARGES IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: • WATER FROM WATER LINE FLUSHING • PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). • UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GEIIIERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTI~ICATION. \ ' \ ' g I ~ w z w " "' I ::l "' "' ~ z 0 ~ ::l "' PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. COUNTY ENGINEER WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE PERMANENT GRASSING. DATED:--------------­ C Z ~0:: a8 <( ~o::~w- ~ g Community -Management -Energy -Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATEc ____-2MA~Y~2~0~17___________ PROJECT NO. : -l1~16!!,!,0!!_;73;!,!.0!!J1'------- DESIGNED BY : __,J<:B,Dc..._______ DRAWN BY: OPT SCALE· SEE PLAN No. Date Revision 1 51312017 1st SUBMITTAL 2 7/512017 2nd SUBMITIAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE STORMWATER POLLUTION PREVENTION PLAN ,...... Q PO"~B IJ,,,, •• v ·./.-:./n·~.~~"":!. -· •• (J"'l ~ f N · 6 2?t~l r-1: ~ ca.o* '*'~*· ~ \ ~\ STATE OF .l~J ~ %;2>;;:~~""cm~\'1..~;~~~ .,,,,_~ re-..·~,~·-~ ~~~~-~N~A~\~~;~.:~.~......... .... .... s.H E E.T fl. L....-------------------------------------------------'----------------_.:._____:_____________________________________________________________________________________________________________j ~IIIJ/ ---· \\\( ,,\ 0 ---- -- P:\116\116073.01 AHERN\CADD\CURRENT\116073.01 NOTES & DETAILS.dwg [C9.0]7/6/2017 3:43:44 PM Don Thompson PROJECT: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM TO BE COMPLETED EVERY 7 DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT OF 0.25 INCHES OR MORE INSPECTOR: DATE: INSPECTOR'S QUALIFICATIONS: DAYS SINCE LAST RAINFALL: AMOUNT OF LAST RAINFALL: STABILIZATION MEASURES INSPECTION AREA DATE SINCE LAST DATE OF NEXT STABILIZED? STABILIZED(DESCRIPTION OF CONDITIONDISTURBED DISTURBANCE (YES/NO) WITHLOCATION) STABILIZATION REQUIRED: TO BE PERFORMED BY: ON OR BEFORE: PAGE 1 OF 4 PROJECT: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM SEDIMENTATION BASIN ANY EVIDENCE OF DEPTH OF SEDIMENT IN DEPTH OF SEDIMENT CONDITION OF OUTFALL OVERTOPPING OF THE BASIN SIDE BASIN FROM SEDIMENT BASIN EMBANKMENT? MAINTENANCE REQUIRED FOR SEDIMENT BASIN: TO BE PERFORMED BY: ON OR BEFORE: OTHER CONTROLS STABILIZED CONSTRUCTION ENTRANCE ' DOES ALL TRAFFIC USE DOES MUCH SEDIMENT IS THE GRAVEL CLEAN THE STABILIZED GET TRACKED ONTO OR IS IT FILLED WITH ENTRANCE TO LEAVEROAD? SEDIMENT? THE SITE? MAINTENANCE REQUIRED FOR STABILIZED CONSTRUCTION ENTRANCE: IS THE CULVERT BENEATH THE ENTRANCE WORKING? (IF APPLICABLE) TO BE PERFORMED BY ON OR BEFORE: PAGE 30F 4 . .,....., '"" .."''"~'~< ,~· ' "' "' -· ,,·~-- . - NOTE TO CONTRACTOR: ! PROJECT: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM STRUCTURAL CONTROLS DATE: EARTH DIKES/SWALES IS DIKEISWALEDIKE OR SWALE FROM TO STABILIZED? MAINTENANCE REQUIRED FOR EARTH DIKE/SWALE: IS THERE EVIDENCE OF WASHOUT OR OVERTOPPING? TO BE PERFORMED BY: ON OR BEFORE: CATCH BASIN/CURB INLET/OUTFALL TURBIDITY CONTROLS ARE TURBIDITY DOES SILT NEED TO BEANY EVIDENCE OF ARE TURBIDITY STRUCTURE/ REMOVED FROM CONTROLS IN CLOGGING/WASHO CONTROLS IN NEEDOUTFALL AROUND CONTROL PLACE UT OR BYPASSING? OF REPLACING MAINTENANCE REQUIRED FOR CATCH BASIN/CURB INLETS/OUTFALLS TURBIDITY CONTROLS: TO BE PERFORMED BY: ON OR BEFORE: PAGE 2 OF 4 PROJECT: STORM WATER POLLUTION PREVENTION PLAN INSPECTION AND MAINTENANCE REPORT FORM CHANGES REQUIRED TO THE POLLUTION PREVENTION PLAN: REASONS FOR CHANGES: SIGNATURE: DATE: PAGE4 OF 4 THIS IS THE CONTRACTORS CERTIFICATION REQUIRED BY THE EPA'S NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER POLLUTION PREVENTION PLAN FOR CONSTRUCTION SITES OVER 5.0 ACRES. THIS CERTIFICATION MUST BE COMPLETED WEEKLY AND AFTER EVERY RAINFALL EVENT OVER 0.25 INCHES. IT IS SUGGESTED THAT THIS SHEET BE REMOVED FROM THE PLAN SET AND DUPLICATED AS NEEDED BY THE CONTRACTOR. "' -z p * 0~ ~ 0 0 ... ... ~ -a ;oCJ)c: c:.. .. CJ) "' ~· ;:: ;:: o·-:j ::J ~ ~ )>()-!"'U (f) CD OJ:oz­() I ::::0 iji <rnrn m-10m 0 m en~ ;o~::::0 0 < "'U -I ::::! 6:?: .... ­-Z-I~ moO~ OGl Zz::;;:;:ozr:::O co Z-1 r-;oo)>:::!Es: mm (f)r­)>00-1~ ~~ (f) om() :::!dzo~J: zm oom <0 .... ,O:;:o~zm. mom o:oZ(l))> ::::0.... z (") 0(f) 0 0 -u 3i m ;o ~ @(f)5? 0 .... r m , "' ~ c:3 G) '­ lll :::>m m '-~"' z () 0 ~)> -I ::J. (f)m .... "110c. ' ~ 0 ., .,31 ~I:: ;;::--IQ )( 0 0 6'0 <D :::> "'-< z ~Q "'s;:~)> 3a ~ ~~ J!!g:n , "' .,(f) ~0 '-~ ZZI 3m "tJ ,§l_ a ,,..~ CD a> CDm .... ~ 0 0 "' oo :::> "' OR>...."tJ "'0 -lim oo !£ ::!. ~- 0 ::!. ~~ ~ "' :il-R> ' ~ ::J m ~ ~; 0 :.....:..., w<n :::>o5. CD ~ .... oo:::o 0<0 ~g8 "'"' .aOJ:S:z 00 '< "'"' ::!. 3 ~~ ~ ~s: 'mm fij ~"' boo a.)>(I) "'"' "'" ~0 "'"" ::J() "'"' g 0 :::> "' 0 iI "' il 0 ~ 0 ,.; .... g ~ ~ ~ ~ TREE PRESERVATION NOTES 1 ). ALL PRESERVED TREES AND PRESERVED UNDERSTORY VEGETATION SHALL BE PROTECTED WITHIN A CONTINUOUS TREE PROTECTION BARRICADE AT THE EDGE OF THE LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL PRESERVE UNDERSTORY VEGETATION UNDER PRESERVED TREES. THE CONTRACTOR SHALL REMOVE ALL WEEDS, DEAD LIMBS, FALLEN BRANCHES AND TRASH IN PRESERVED AREAS. PROTECTED PRESERVED TREES SHALL BE TRIMMED PER ANSI STANDARDS. 2). THE CONTRACTOR PERFORMING THE SITE CLEARING SHALL BE RESPONSIBLE FOR ANY FINES LEVIED AND I OR MITIGATION REQUIRED BY ST. JOHNS COUNTY FOR TREES DESIGNATED FOR PRESERVATION BY THIS PLAN WHICH ARE PURPOSELY OR OTHERWISE DESTROYED DURING THE SITE CLEARING ACTIVITIES. 3). NO CLEARING OPERATIONS SHALL COMMENCE PRIOR TO A SITE VISIT BY CITY OF ATLANTIC BEACH OFFICIALS TO EXAMINE THE TREE BARRICADES AROUND PRESERVED TREES AND UNDERSTORY VEGETATION. 4). THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED IF ANY QUESTIONS ARISE CONCERNING THE REMOVAL OF ANY TREES. "[ NOTES: ~­Vv~ ~~~' '4~ ~~~ ~~/~ 1-:>"'Hl:c OF DRIPLINE - ,­EX. -2'X4'RAIL 2'X4' POSTS -"~ '-­ORANGE COPOLYMER BARRIER FENCE FASTENED TO POSTS & RAIL 1) THIS BARRICADE SHALL BE IN PLACE PRIOR TO LAND CLEARING AND CONSTRUCTION ACTIVITIES. 2) THE PROTECTED TREES TO BE SAVED SHALL BE PROVIDED WITH A PROTECTED TREE BARRICADE FENCE THAT INCLUDES 50% OF DRIP LINE. 3) WHERE EXISTING TREES TO REMAIN ARE BEHIND SILT FENCE, TREE PROTECTION BARRICADE NOT REQUIRED. 4) CONTRACTOR SHALL NOT WORK. STORE MATERIALS, OR DISTURB AREA BEHIND SILT FENCE & TREE PROTECTION BARRICADE. TREE MITIGATION NOTES & DETAILS -POINT AT WHICH ROOTS ARE PRUNED PRIOR TO EXCAVATION -­/ /_.. B'O.C. MAX 0 ,.---EXISTING TREE ~,.---EXISTING GRADE "" , . ~~~;;y 0....::::::;;, --...2_ "" "­'-.:: ' -"'": l-­/ -~~~~ 7 -/7 / /7 J -""o/ \ DEPTH OF EXCAVATION FOR PAVEMENT BASE AND SUS-BASE MATERIAL NOTE ON DISTURBANCE OF TREE ROOT ZONE IF AND WHEN TRENCHING DOES OCCUR WITHIN THE DRIPLINE OF THE TREE THESE STEPS NEED TO BE TAKEN: 1). USE AN IRRIGATION OR ROOT-PRUNING TRENCHER TO CUT THE ROOTS AND IMMEDIATELY FOLLOW UP WITH A HANDSAW TO CLEANLY CUT ANY ROOT OVER 1" IN DIAMETER. 2). NO ROOTS GREATER THAN 2" IN DIAMETER WILL BE CUT. 3). KEEP ALL MACHINERY OUTSIDE OF 50% OF THE DRIPLINE ZONE TO MINIMIZE COMPACTION. 4). SOIL USED TO FILL IN THE TRENCH SHOULD BE LIGHTLY COMPACTED TO ALLOW FOR AIR TO REACH THE ROOT ZONE. 5). A 24" DEEP ROOT BARRIER NEEDS TO BE INSTALLED FOR ANY EXISTING TREE IN CLOSE PROXIMITY TO A CURB. TREE# 1 2 3 4 5 6 7 8 9 10 23 TREE# 15 16 19 20 CITY ATLANTIC BEACH (SEC.23-32.C) Protective barriers and signage required. Protective barriers and signage shall be installed around every tree or group of trees to be preserved prior to commencement of construction, in compliance with the guidelines In the Tree Protection Guide for Builders and Developers, published by the Florida Oi islon of Forestry and/or any other reasonable requirements deemed appropriate by th administrator to implement this part. FIGURE 1. TREE PROTECTION ZONE SIGNAGE TREE PROTECTION ZONE (TPZ) No grade change, storage of materials, vehicles or equipment is permitted within this TPZ. This tree protection barrier must not be removed w~hOut the written authorization of the City of Atlantic Beach. For information, call (904) 247-5800. LEGEND GRAPHIC SYMBOLS (1) Temj:X)I"ary protecti e barriers shall be placed at least six (6) feet from the base of any tree, and shall encompass at least fifty (50) percent of the area under the dripline of any @ EXISTING TREES TO BE REMOVED tree or trees to be preserv d or retained for mitigation credit, unless otherwise approved by the administrator. ~--;,-~ EXISTING TREES TO REMAIN {2} Temporary protecti e barriers shall be at least three {3) feet high, and shall consist of either a wood fence with t11 o-by·four posts placed a maximum of eight (8) feet apart with (D) Adjacent properties. The property owner(s) or their agent(s) shall ensure protective barricading of all trees located on adjacent properties, that have root or branch systems that encroach upon the subject property, and that may potentially be impacted by development activities. !____I a two-by-four minimum top rail, or a mesh fence, or other similar barrier which will limit access to the protected ar 1a, unless otherwise approved by the administrator. (Ord. No. 95-1 ().101, § 2(Exh. A), 2-22-10) (3) Waterproof, rigid si n(s) shall be affixed to each individual barricade, such that there is one {1) sign every fifteen ( 15) feet along the length of the barricade. The signs shall contain the following word , and will be made available by the clty at the time of permit Issuance: TREE! AIJRFI.OAK PAlM PAlM PALM PINE LIVE OAK AIIRFI.OAK PAlM PAlM LIVE OAK LIVE OAK TOTAL + .•. ! ' ,], ' .. I ' (#23)50» L/V£0AK "I''''"'"I IV.. TABLE o lVI 16 12 16 14 16 18 12 13 16 30 50 213 .j; (/)., . ' ~. ' \ >TO 0 MITIGATI )N TABLE (RIGHT-OF-WAY) TREE SPECIES INCHES TO REMAIN INCHES TO BE REMOVE PALM 9 LIVE OAK 27 PALM 12 TREE (PALM) 12 TOTAL 27 33 .. J ' i ITREE REMOVAL PERMIT#16-DRTV-2171~ ADDITIONAL TREES TO BE REMOVED ADDITIONAL TREES TO BE REMOVED LIVE OAK TO REMAIN­ (PREVIOUSL Y INCLUDED IN THE ORIGINAL TREE REMOVAL PERMIT­ WITHIN THE RIGHT-OF-WAY) AHERN STREET (FORMERLY ATLANTA STREET) 40' PUBLIC ROW (#18) 15~ MITIGATION SUMMARY: TREE REMOVAL PERMIT #16-DRTV-217 CALCULATION AND SUMMARY LEGACY LEGACY (OAK) REMOVED (NON-OAK) 20" OR GREATER OAKS PALMS OTHERS TOTAL PROTECTED TREES REMOVED (prev. buildable area) 25 112 14 197 77 425 PROTECTED TREES REMOVED (prev. removed 6/3/17) 0 24 23 113 90 250 PROTECTED TREES REMOVED (additional) 0 0 0 60 0 60 MITIGATION NEEDED 12.S 68.0 18.5 185.0 as 367.S NOTE: TREE FUND RATE IS $123.00 PER INCH. MITIGATION IS liNCH PRESERVED OR PlANTED FOR EVERY 21NCH REMOVED FOR 'QIEE REMOVAL 25% OF LEGACY TREES MUST BE REPlACED WITH LEGACY TREE SPECIES. LEGACY TREE RATIO REQUIRED (25%) PLANTED (80.5)= 20.13 = 96 (PRESERVED AND PLANTED) ,--------------------------------------------------------------------------,_ PROPOSEDTREESTOBEPLANTEDSEELANDSCAPE MITIGATION SUMMARY: PRESERVED AND PLANTED PLAN FOR SPECIFICATIONS LEGACY LEGACY(OAK) TREE TYPE QUANTITY INCHES PRESERVED AND PlANTED (NON-OAK! 20" OR GREATER OAKS PALMS OTHERS TOTAL . L T 4 -CRAPE MYRTLE (4") 11 44 l-:c"'R"'ED:-:I:-:T:-:FO"'R:-:T=R,..:Ee::ES:C,P::CR=:E7SE:':R:::.V"::E='D.::..:..==::::..._----t-"=:.:O:==t=:......::.:.:..:8:::0==+-=46':=--+-'-:::::7:::1=-j-=1:=6=-t-=21:.::3=----l ' QV4-LIVE OAK (4") 4 16 r.C7.R=ED~I~T=FO~R~T~R=E=ES=P=IA~N~TE~D~--------t--~0~-t--~176__,__~0~---r--~1~92~-j--~M=---+---~25=2~-1 .rS~P~1~-~S~A~B~Al~P~AL7M~(7.12~")~--+--~1~6--4--~1~92~-~ MITIGATION CREDIT 0 96 46 263 60 465 ·I TOTALS I 31 I 252 I NOTE: PlANTED LEGACY TREE SPECIES RECEIVE DOUBLE CREDIT WHEN REPlACING NON-LEGACY TREES. THE LEGACY TREE LIST INCLUDE$ BALD CYPRESS, SOUTHERN AND EASTERN RED CEDARS, WINGED AND FLORIDA ELMS, UVE AND SAND UVE OAKS, HICKORY, PECAII, PIGNUT HICKORY, LOBWLLY BAY, SOUTHERN ANDSWEETBAY MAGNOLIAS, RED AND FLORIDA MAPLES, AND TUPELO. MITIGATION PAYMENT TO TREE FUND ' REQUIRED TREE INCHES TO PAY INTO .------------------------------------------------,\ FUND@ $123/INCH = 0" ($0.00) MITIGATION SUMMARY (RIGHT-OF-WAY) 'f-------------------,.-LE-:::G:-A-C:-Y-r-:LE-:::G-:::A-CY.,...-,('"'O-A-K:-).,------.------,----.,--------1 RIGHT-OF-WAY:REQUIRED TREE INCHES (NON-OAK) 20" OR GREATER OAKS PALMS OTHERS TOTAL TO PAY INTO FUND@ $123/INCH = 33" ($4,059.00)REMOVED PROTECTED TREES REMOVED 0 0 0 33 0 33 PAYMENT NEEDED $0.00 $0.00 $0.00 $4,059.00 $0.00 $4,059.00 NOTE: NO ADDITIONAl TREES o ••u WITHIN THE R/W. TREE FUND RATE IS $123.00 PER INCH. MITIGATION I! liNCH PRESERVED OR PlANTED FOR EVERY liNCH REMOVED FOR TREE REMOVAL ~L_--------------------------------------------------------------------------~------------------i----------------------------------------------------------------------------------------------------------------------------------------------~ PROSSER~ Community ­Management-Energy ­Relationships 13901 Sutton Park Drive South, Su~e 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of AuthOrization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: ______~MA~Y~~~1~7___________ PROJECT NO.: _.1_,_,160""--'73"'.0!.!.1_____ DESIGNED BY: ....:.SB=-------­ DRAWNBY: --~BH~K~------------­ SCALE : SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/5/2017 2nd SUBMITIAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE MITIGATION PLAN M-1 SHEET FRONDS TO REMAIN TIED ---._ AS NOTED BELOW REMOVE BOOTS FROM TRUNK AS INDICA TED. BURN MARKS OR TRUNK DEFECTS NOT ACCEPTABLE SUPPORT BRACING --~ SEE DETAIL INSET RIGHT 5LAYERS BURLAP-­ WRAPPING ADD2X4X61NCH SUPPORTS TO SECURE BRACE IN PLACE EQUALLY SPACED BRACES TRUNK 2X4X 121NCH BAITENS, INSTALL BATTENS TO KEEP STEEL BANDS OFF TRUNK DO NOT DRIVE NAILS INTO TRUNK 2 X 4 PINE BRACE • 3 MINIMUM EQUALLY SPACED AROUND TRUNK BATTEN DETAIL-INSET A MULCH 3" LAYER OUTSIDE OF ROOTBALL 1" MAX. LAYER OVER ROOTBALL 6 INCH HT. TEMPORARY --~ EARTH SAUCER IF~IN~I=SH~G:RAD~E~~~ COMPOST MIX - 3" LAYER SPREAD BEFORE EXCAVATING PlANTING HOLE. BACKFILL-------.../ UTILIZE SOIL REMOVED FROM EXCAVATION, INTERMIXED WITH COMPOST SOIL MIX LAYER MULCH---~ WOOD BRACE 2 X4X 121NCH WOOD ANCHOR SEE INSETS TOP 1/3 OF BURLAP AND WIRE. REMOVE SYNTHETIC MATERIALS AND OTHER MATERIALS THAT WILL NOT DECOMPOSE. 2X4X121NCHWOOD ANCHOR NAILED TO BRACE, INSTALL 12 INCHES BELOW GRADE MINIMUM. INSTALL OUTSIDE PLANTING HOLE IN UNDISTURBED SUBGRADE. WOOD ANCHOR DETAIL-INSET B PLANT SPACING AS NOTES: • ALL TRUNKS SHALL BE PREPARED PRIOR TO DELIVERY. SABAL AND WASHINGTON PALMS SHALL BE BOOTED OR SHAVED AS SPECIFIED . • PALM FRONDS SHALL BE TIED UP UNTIL AFTER PLANTING. TIES SHALL BE REMOVED AS FOLLOWS: WASHINGTON PALM & QUEEN PALM­ IMMEDIATELY; SABAL PALMS WHICH ARE NOT 'HURRICANE CUT SHALL REMAIN TIED FOR 3-MONTHS. REMOVE ALL DEAD AND BROKEN FRONDS, DO NOT REMOVE GREEN FRONDS. NEVER CUT BUD. • PLANT TOP OF ROOT BALL 2M ABOVE FINISHED GRADE; BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. • NEVER NAIL INTO TRUNK. • SABAL PALMS MAY BE HURRICANE CUT, UNLESS STATED OTHERWISE IN THE PROJECT PLANS. PALM PLANTING N.T.S. / I I \ \. GUYING PLAN N.T.S. 1" DIAM. RUBBER HOSE TRUNK FLEXIBLE NYLON STRAPPING MATERIAL (3 PER TREE) -----..... 3" OF SPECIFIED MULCH EXTENDED BEYOND SAUCER. KEEP MULCH AT LEAST 3" FROM TREE TRUNK ------~ 12" MIN. SPECIFIED PLANTING MIX ALL AROUND. WATER& TAMP TO REMOVE AIR POCKETS----------------J UNDISTURBED SUBGRADE NOTES: SPREAD L 2X BALL DIA. 1 • PLANT TOP OF ROOT BALL 2" ABOVE FINISHED GRADE. TREE WRAPPING FASTENED NEAR TOP& BOTTOM WITH CORD 3-2"x2"x36" PRESSURE TREATED STAKES -NOTCH TO HOLD NYLON STRAP. TOP OF STAKE SET BELOW GRADE 20 GAL. TREEGATOR ORIGINAL, TWO ZIPPED TOGETHER APPROX. 40 GAL OF WATER BOTTOM OF ROOT BALL SHALL BE SEATED DIRECTLY ON UNDISTURBED SUBGRADE. STAKE ABOVE FIRST STRONG BRANCHES AND AS NECESSARY FOR FIRM SUPPORT. TREE PLANTING -SINGLE TRUNK N.T.S. PER PLAN---------......_ 3" OF SPECIFIED MULCH, KEEP MIN. 3" --, AWAY FROM TRUNK PREPARE BED A:_:~~!l~~f~tT~PER WRITTEN SPECIFICATION 6" MIN. SPECIFIED PLANTING MIX ALL AROUND. WATER & TAMP TO REMOVE AIR ·.•·· POCKETS -------,~uJ~71~~~~~f-lLiifUJ UNDISTURBED SUBGRADE -----------'-1==1-lj~±IJffi_[JJ;::;:;:! l 2X BALL DIA. l ~ ~ PLANT SPACING AS PER PLAN ---_,..<\l'-f/~ 3" OF SPECIFIED MULCH KEEP 2" FROM BA,~E -------~1M< NOTES: 88800 0 8 ('~ 000~ TRIANGULAR SPACING N.T.S. NOTES: GROUND COVER PLANTS ARE TO BE SPACED AS INDICATED ON PLANTING PLAN. PLANT SO THAT TOP OF ROOT BALL IS FLUSH WITH FINISHED GRADE. I I I I I GENERAL LANDSCAPE NOTES: 1. PLANT MATERIAL SHALL CONFORM TO THE STANDARDS FOR GRADE #1 OR BETIER AS GIVEN IN THE LATEST ~GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND II,~FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES OR TO THE STANDARDS AS GIVEN IN THE LATEST "AMERICAN STANDARD FOR NURSERY STOCK; AMERICAN NATIONAL STANDARDS INSTITUTE. 2. PINE BARK OR PINE STRAW MULCH SHALL BE PROVIDED A MINIMUM OF TWO (2) TO THREE (3) INCHES IN DEPTH AROUND ALL NEWLY PLANTED LANDSCAPING. 3. A MULCH RING FOR ALL NEWLY PLANTED TREES SHALL BE PROVIDED AT LEAST FIVE (5) FEET IN DIAMETER AND NOT CLOSER THAN SIX (6) INCHES FOR THE TREE TRUNK. 4. IRRIGATION WILL BE PROVIDED WITH AN AUTOMATIC IRRIGATION SYSTEM. 5. SHRUB UNES ARE TO BE PLANTED AT THE REQUIRED MINIMUM HEIGHT, NOT BY CONTAINER SIZE. 6. TREES SHALL NOT BE PLANTED CLOSER THEN 5' FROM THE CENTERLINE OF UNDERGROUND UTILITIES. 7. ALL INVASIVE EXOTIC SPECIES MUST BE REMOVED FROM THE DEVELOPMENT AREA. 8. ALL PLANTINGS MUST BE FREE OF INSECTS, PESTS, DISEASE, WEEDS, E!C. 9. GALLON SIZES FOR PLANT MATERIAL ARE STATED AS THE MINIMUM. IF d>tMENSIONS ARE NOT AVAILABLE WITHIN THE SPECIFIED CONTAINER IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE DIMENSIONED PLANT MATERIAL IN ANOTHER SIZE POT. 10. CONTRACTOR TO VERIFY ALL QUANTITIES AS SHOWN ON LANDSCAPE PLAN SHEET LP-1. 11. LANDSCAPE AND IRRIGATION SHALL COMPLY WITH CITY OF ATLANTIC Bi:.ACH LAND DEVELOPMENT REGULATIONS. EXISTING TREES TO REMAIN 3' JEA NO OBSTRUCTION ZONE 3' JEA NO OBSTRUCTION ZONE EXISTING TREES TO REMAIN / I / / -/ Swale I I I 6' PRIVACY FENCE I ~2.jlo-.-iiiiii~o~~1o;;~21o. .. I • i= I I L­___ .. -·------------·-------·----------·-· -·-. -----------­------.--­ w >-0::: 0 r­ C/) <( 0 0 r­ C/) <( w \ SOD\ ' I " " / / / EXISTING TREES TO REMAIN 7.5' ELEC. EASEMENT -­ PLANT SCHEDULE TREES QTY BOTANICAL NAME LT4 11 LAGERSTROEMIAX 'TUSCARORA' QV4 4 QUERCUS VIRGIN lANA SP1 16 SABAL PALMETTO SHRUBS QTY BOTANICAL NAME CFR 17 CORDYLINE FRUTICOSA 'BLACK MAGIC' VOB 156 VIBURNUM OBOVATUM "MRS. SCHILLER$ DELIGHT' vsu 67 VIBURNUM SUSPENSUM SHRUB AREAS QTY BOTANICAL NAME MCA 252 MUHLENBERGIA CAPILLARIS GROUND COVERS QTY BOTANICAL NAME MULCH 292 SF MINI PINE BARK NUGGETS RRD 53 ROSA X 'RED DRIFT' SOD 292 SF STENOTAPHRUM SECUNDA TUM 'FLORATUM' TJA 298 TRACHELOSPERMUM JASMINOIDES 'CONFEDERATE' AHERN STREET ' ' (FORMERLY ATLANTA STREET) 40' PUBLIC ROW '.. ·-­-­--­.. COMMON NAME SPACING ORIGIN REMARKS TUSCARORA CRAPE MYRTLE SEE PLAN NON-NATIVE 14'-16' HT & 4"-6" SPR.. 4" CAL. STD, LIVE OAK SEE PLAN NATIVE 12·-16' HT.X a· -10' SPR., 4" CAL., s· CT MIN. CABBAGE PALMETTO SEE PLAN NATIVE MIN. 16' CT, SLICK TRUNK, 12" CAL MIN. 0 COMMON NAME SPACING ORIGIN REMARKS Tl PLANT 'BLACK MAGIC" 36" o.c. NON-NATIVE 3 GAL, 24" HT., 18" SPD .. SUN GROWN 'MRS. SCHILLERS DELIGHT' VIBURNUM 24" o.c. NATIVE 16"-18" HT.X 16" SPR.. 3 GAL.,, FULL IN POT SANDANt<M/A VIBURNUM 36" o.c. NON-NATIVE 18"-24" HT.X 18" SPR .. 3 GAL, ' COMMON NAME SPACING ORIGIN REMARKS PINKMUHLY 36" o.c. NATIVE 16"-18"HT.X 16" SPR., 3 GAL. ' COMMON NAME SPACING ORIGIN REMARKS MINI PINE BARK 12" o.c. 3" DEPTH IN ALL PLANTING BEDS RED DRIFT ROSE 24" o.c. NON-NATIVE 14"-16"HT.X 16" SPR .. 3 GAL FULL ' FLORA TAM ST. AUGUSTINE SOD NON-NATIVE 2" -3" THICK SOLID, FRESHLY CUT, WEED FREE CONFEDERATE JASMINE 18" O.C. NON-NATIVE 1 GAL, 24" HEIGHT, FULL, 5 RUNNERS MIN. \ •. ........... ___ / I i I ··-----·----·---·-·-------······-· ·-----·--···-···~-·...···-····-·-·-·····--·-·-·-·-·-·-·· -·--·-~···-·-·-·-·----------·-·---~--· -·------­.------·--­-·-­---­--­---·--­-----·--­--··---·-­---­------· -­----·-·-·----. ··---­-------­----··-·---·-·----·---·-­-~·-·-·...·-·--·-·--­··-··· -· -··­. ---·--­-·-·-­j IRRIGATION NOTES: 1) IRRIGATION IS PROHIBITED BETWEEN 10 A.M. AND 4 P.M. 2) DURING DAYLIGHT SAVING TIME (SECOND SUNDAY IN MARCH UNTIL THE FIRST SUNDAY IN NOVEMBER) IRRIGATION IS LIMITED TO NO MORE THAN TWO DAYS PER WEEK ON SCHEDULED DAYS. 3) DURING EASTERN STANDARD TIME (FIRST SUNDAY IN NOVEMBER UNTIL THE SECOND SUNDAY IN MARCH) IRRIGATION IS LIMITED TO NO MORE THAN ONE DAY PER WEEK ON SCHEDULED DAYS. NONRESIDENTIAL IRRIGATION IS ALLOWED ON TUESDAY. 4) IRRIGATION USING A MICRO-SPRAY, MICRO-JET. DRIP OR BUBBLER IRRIGATION SYSTEM IS ALLOWED ANYTIME. 5) IRRIGATION CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES AND SHALL CLARIFY ANY DISCREPANCIES ON THE PLAN PRIOR TO BIDDING. 8) THE CONTRACTOR SHOULD TAKE CARE TO REROUTtiPING AS NECESSARY TO AVOID PLANT OR TREE ROOTS . 9) ALL SPRINKLERS SHALL BE SITE ADJUSTED TO PREY T WATER OVERTHROW ONTO BUILDING SURFACES, ROADWAYS, AND WALt<M/AYS. 10) ALL SPRINKLERS SHALL BE A MINIMUM OF 18" FROM ~y BUILDING. 11) SHRUB BODY SPRINKLERS MAY BE SUBSTITUTED FOR HI-POPS AGAINST BUILDING(S) AT OWNERS DISCRETION. CONTRACTOR SHALL VERIFY WITH OWNERS REPRESENTATIVE ALL CONrROLLER PROGRAMMING, INCLUDING MONTHLY ADJUSTMENTS, PRIOR TO FINAL INSPECTION. 6) ALL PIPE AND WIRE UNDER PAVING SHALL BE PLACED IN SCHEDULE 40 P.V.C. SLEEVES FOR THE FULL PAVEMENT COVERAGE • LENGTH AND SHALL BE AT LEAST 24" BELOW GRADE SLEEVE LOCATIONS FOR GRAPHIC CLARITY. COMBINE SLEEVES WHEREVER 1[ 3" MIN. SPECIFIED PLANTING MIX UNDER AND AROUND-WATER AND TAMP TO AIR POCKETS. SHRUB PLANTING POSSIBLE. N.T.S. GROUNDCOVER PLANTING I' N.T.S. 7) MAINLINES SHALL BE BURIED TO PROVIDE A MINIMUM COVER OF 18", WHILE ALL LATERAL LINES SHALL HAVE A MINIMUM OF 12". , ~ L____________________________l-----':===·-·=----=---=··--=--····=--·-=-----=·----=-­--=-----=-----=----=-==========='-=-·=·--=-=--·=----·-=·-·--=---·-=··---=·--·=···-·==-:.:=--=---=----=..·--=----·--=-----=-----=----=­··=--·--=-·----=---=----==--=--=--=---·-=-----=---·-··-=·--­..=·-·---=----=---·=····-·=-----~~ 0 ~ .; g ~ ~ ~ ~ ~ w "' ~ ~ ~ g ~ ii5 Community -Management -Energy -Relationships 13901 Sutton Park Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 AHERN TOWN HOMES @ ATLANTIC BEACH DATE: ____~MA~Y~~~17~--------- PROJECT NO. : _,1...!!16~0~73~.0!.!.1_________ DESIGNED BY: ...2.SB='--------­ DRAWNBY: --~B~HK~------------- SCALE· SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITIAL 2 7/5/2017 2nd SUBMIITAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE SHEET TITLE LANDSCAPE PLAN AND DETAILS LP-1 SHEET Community -Management -Energy -Relationships 13901 Sutton Par1< Drive South, Suite 200 Jacksonville, Florida 32224-0229 Office 904.739.3655 Fax 904.730.3413 www.prosserinc.com Florida Certificate of Authorization Number: 00004050 --------------------------,------------------­- LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS LANDSCAPE SPECIFICATIONS C. Seed:PART1-GENERAL 2.3 COMPOST MIX1.7 MAINTENANCE 1. Seed: All seed shall be furnished from an established seed dealer or certified seed grower; A. Compost Mix: Manufactured mix that is weed and disease free, pasteurized composed of: A. Plant Materials: Maintain until final accepta 1ce by pruning, cultivating, watering, weeding, shall meet the requirements of the Florida Department of Agriculture regulations; and shall a. 34% Aged Pine Bar1<fertilizing, restoring planting saucers, tightening an repairing stakes and supports, resetting plants 1.1 GENERAL NOTES be labeled in accordance therewith. Seed shall be free of noxious weeds. b. 33% Finished Organic Compost to proper grades, vertical position, as required toe tab\ ish healthy, viable plantings. SprayA. Contractor shall comply with applicable laws, ordinances and codes; obtain required permits, insecticides to keep plants free of insects and dise se. c. 33% Composted Cow Manureinspections; pay required fees. 2. Seed Planting: At a minimum the contractor shall test the soil to verify conditions are B. Protect plant materials from damage due to andscape operations, operations by otherB. Prior to preparing and submitting cost proposal, Bidder shall visit and inspect the project site acceptable for turf growth. B. Compost mix shall be sent to an approved agronomic soil-testing laboratory to provide the contractors and others. Maintain protection during installation and final acceptance. Treat, repair, to become familiar with existing conditions. and replace damaged plantings at no additional cost to the Owner. requirements noted Part 1-Genera\. C. This contract includes providing and installing plant and landscape materials as described 2.1. Submit agronomic soil tests for existing soil. Tests shall be performed by an approvedC. Maintenance of sod areas: The Contractor hall maintain until final acceptance by protecting within the contract documents. agronomic soils testing laboratory and shall include a fertility test with the pH factor and the D. Seed:sod areas against traffic or other use by warning signs and barricades. as approved by the D. Contractor shall perform fine grading to establish finish grades in landscape areas. Fine percentage of organic matter and a suitability analysis. The suitability analysis will include 1. Seed: All seed shall be furnished from a certified seed dealer or certified seed grower; meet the Landscape Architect-Owne(s Representative. Da naged sod shall be repaired by re-grading, then grading shall include only minor grading to correct random or infrequent grade irregularities to 1" or percolation tests and evaluation of soil composition to determine the soil's suitability to requirements of the Florida Department of Agriculture regulations; be labeled in accordance re-sod. Contractor shall mow, water and otherwis ' maintain sod areas in a satisfactory condition less. sustain healthy turf. Submit written recommendations for soil suitability and all necessary therewith. Seed shall be free of noxious weeds. until final acceptance of the wor1<.E. Grading-Berming labeled on the project plans shall be the responsibility of the landscape soil amendments, fertilizer and chemical conditioner application rates for soil preparation,1. Maintain sod areas until final acceptance by watering, weeding, mowing, applications ofcontractor to construct. Landscape contractor shall provide fill and grading for these areas and and a post maintenance fertilization program. Submit recommendations to bring the soil to a E. Sprigging: Sprigs shall be certified to genetic purity, free of pests and disease, delivered in a herbicides, fungicides, insecticides, fertilization an re-seeding until a full, uniform stand of grasscoordinate fill requirements with general contractor prior to bidding. pH rating between 5.5 to 6.5 and to supply necessary nutrients to satisfactory level fortimely fashion and consist of stems, leaves and stolons. The sprigs shall come from a certified free of weeds, undesirable grass species, disease and insects is achieved and accepted by theF. Bidder-Contractor shall verify all plant quantities shown on plans. Notify Landscape planting and sustaining vigorous turf growth. Submit a copy of soil tests with suitability supplier, approved by the Owne(s Representative. After being harvested, the sprigs shall be Landscape Architect-Owner's Representative. Architect-Owne(s Representative of discrepancies. analysis and recommendations to Owner's Representative prior to any planting.delivered to the planting site within 24 hours. The stock shall contain no weeds, soil, or other debris a. Repair, re-work, and re-sod all are s that have washed out, eroded, or are not aG. Plant size noted in plant schedule shall be the minimum acceptable size. Container gallon 2.2 At a minimum apply 100 lbs/acre of scarified, chemically treated Bahia Seed. Apply by and shall not be dried out at the time of planting.healthy stand of grass.size are minimum. Contractor shall provide the plant material in container size needed to meet plant hand, cyclone seeder, drill or hydro-seeding. The final result shall place the seeds 14" -Y,"Sprigs shall be harvested to facilitate separation and distribution. Sprigs shall average four to six b. Mow sod areas when top growth r 1aches a height where no more than a third of thesize specified. below the soil. inches in length and carry at least four nodes. Sprigs shall be planted within twenty-four hours after leaf blade will be removed at any single mowing. epeat mowing to maintain specified height per 2.3. At a minimum apply an additional 30 lbs/acre of quick growing rye grass over the entire removal from the certified supplier. It shall be the Contracto(s responsibility to protect the stolons, recommendations of local agricultural extension a ency.1.2 DEFINITIONS area.keeping them moist and out of the sunlight before and during the planting operation. A. Finish Grade: Top of surface soil and top of planting bed after plant installation. 2.4. Contractor is responsible for utilizing the best application method to prevent erosion of soil1.8 REPLACEMENTS AND CONDITIONSB. Topsoil: Native or imported surface soil modified with soil amendments per recommendations during seed growth. A. Promptly remove and replace plant material that are dead, unhealthy condition, fallen below from commercial soil-testing laboratory. 2.5. At a minimum apply mulch (straw, hay, wood, etc.) at a rate of 2.5 tons per acre during acceptable quality. Prior to the end of the warrant' period, a final warranty inspection of the wor1< PART 3-EXECUTIONC. Compost Mix: Homogeneously blended organic material, see Part 2 -Products. seeding.may be made by the Landscape Architect-Owne(' Representative. The Contractor shall remove D. Subgrade: Soil below finish grade and soil below finish grade remaining after completing 2.6. At a minimum apply fertilizer during seeding at a rate of 250\bs/acre using a 12-6-8 and replace plant materials and sod areas found I not be in compliance with contract requirements. 3.1 PLANTINGexcavation. fertilizer or other ratio recommending by the soil testing. An additive of 4% magnesium isReplacement plant material size and species shall be as noted in the project plans. A new warranty E. Final Acceptance: Shall mean that point in time when requirements of contract documents 1. Prior to installing plant materials, Contractor shall perform drainage test excavations one also required and should be verified with soil testing. period shall commence on each plant replaced du ing the warranty period, contractor shall maintain are completed, including punch-list items, to the satisfaction of the Landscape Architect-Owne(s per acre of site planting areas or submit plan of locations for Landscape Architect approval, a 2. 7. Contractor is responsible for dust control and measure should be taken to minimizeplant warranty log. Representative. Contractor will be notified in writing of final acceptance by Landscape minimum of 250 It on center throughout the planting and sod areas. Test excavations shall be a movement of dust in addition to seeding and mulching. minimum of 12"dia. and 12" deeper than the largest proposed plant rootba\1. Test excavations shall Architect-Owne(s Representative. 1.9 FINAL INSPECTION AND ACCEPTANCEF. Warranty Period: Shall begin alter notification of final acceptance, continuing for the duration be filled with water to finish grade, then monitored to verily excavations have completely drained 3. Watering: At a minimum apply 3/4" to 1" of water each week to the newly seeded areas to A. Final Inspection: Upon completion of lands ape installation, the Contractor shall notify the of the specified period. within a 3 hour period. Landscape Contractor shall notify the Landscape Architect-Owner's help germination until the grass is fully established. The contractor is responsible to monitor Landscape Architect-Owne(s Representative in w iting 10 days prior to requested inspection date. G. Final Warranty Inspection; Shall occur near the end of the warranty period. Representative of any excavations which fail this test, prior to proceeding with plant installations. rainfall quantities and supplement with watering as necessary. The contractor shall record all Landscape Architect-Owne(s Representative will jnake an inspection to determine compliance with H. Contract Documents: Project plan set, technical specifications and documentation issued Corrective actions may be required, such as but not limited to over-excavation to break sub-surface watering information and furnish to the Owner's Representative when requested.contract documents. When inspected landscape' •ork does not comply with contract documents, during project bidding, award and installation. soil conditions which shall be the Contractor's responsibility and may be considered additional work. 3.1. During the maintenance period the contractor shall supplement the rain water amount withthe Contractor shall remove and replace rejected or1< and continue maintenance. Contractor shall Contractor shall seek and obtain approval from Owne(s Representative prior to proceeding. hand watering as necessary to maintain an average of%" of water weekly. At any time theprovide 48 hour notice to Landscape Architect-Ow 1e(s Representative requesting re-inspection. 1.3 SUBMITTALS 2. Unsuitable Soil Conditions: Absolutely no plastic or clayey soil is to be used in landscape owners representative may require an immediate watering of areas they find suffering from Plant Materials: B. Product Data: Each type of product utilized areas. If such a condition is found, the area is to be back-filled with material of suitable sandy a lack of water. The contractor will have 2 days to water these areas. a. Replace plant materials not in healthy co dition. fails below quality requirements C. Samples: Pine Bar1< gradation which is porous and percolates well with reasonable compaction. If any planting or sod B. Lawns:D. Product certificates, confirmation letter that the Contractor has procured all plant materials and area has a plastic or clayey soil condition which prevents proper drainage, then a system of 4. Maintenance: At a minimum the contractor shall be responsible for mowing the new a. At the time of final warranty inspection, s Jd areas shall be healthy, well-rooted even products to complete the project plans. underdraining, turf drain or other means of releasing underground standing water must be established Bahia grass at four (4) different times throughout the 12 month warranty period. colored, lawn is established, weed free without op m joints and bare areas. E. Planting Schedule: Indicating anticipated installation dates. incorporated under the direction of the Landscape Architect-Owne(s representative. The timing of mowing shall be coordinated and approved by the owne(s representative. F. Maintenance Instructions: Provide prior to final acceptance. 3. Upon completion of landscape installation the finish grade of planting beds and lawn areas 4.1. At a minimum the contractor shall implement a fertilization program that will adequately G. Agronomic Soil Tests for Topsoil and Compost Mix: Soil testing and recommendations shall shall be minimum 6 inches below adjacent structures and slope away from existing structures per assist the continued health of the turfgrass. This should include a spring, summer, and fall be performed by a commercial soil-testing laboratory. Areas to be installed with plants and lawn PART 2-PRODUCTS the Florida Building Code. Verily compliance with Florida Building Code with General Contractor fertilization treatment unless proper soil sample analysis is supplied to the owne(s areas shall be tested. Tests shall include a fertility test, pH factor, percentage of organic matter and prior to beginning work. Parking lot islands shall slope at 3% from center of island to curb. Finish representative that warrants no treatment required. The owner's representative shall make a suitability analysis. The suitability analysis shall include percolation tests and evaluation of soil grade shall be below sidewalks, curbs and walking surfaces to allow for mulch thickness and sod. the final decision.2.1 PLANTScomposition to determine the soil's suitability to sustain the project's plant materials and to bring the 4. Upon completion of landscape installation, the Contractor shall notify the Landscape 4.2. At the request of the owne(s representative, at any given time, any area of the project that soil to a pH rating between 5.5 to 6.5. Submit copy to Landscape Architect-Owne(s Representative A. Tree and Shrub Material: Provide nursery~~ rown tree and shrub materials complyin~ with Architect-Owner's Representative in writing 10 days prior to requested inspection date. Landscape has not properly been covered by turfgrass, that is undernourished, underwatered, eroded, of soil tests, written recommendations for soil suitability, soil amendments, fertilizer, chemical plant quality requirements, Part 1-Genera\. Prov1d, well-shaped, fully branched, healthy, v1gorous Architect-Owner's Representative will make an inspection to determine compliance with Contract or in any other way not acceptable to the owner's representative, the contractor will have conditioner application rates for soil preparation, and a maintenance fertilization program. plants free of disease, insects, eggs, larvae, and d •fects such as knots, sun scald, injuries. Documents. seven (7) days to fully correct the problem at the contracto(s expense.abrasions, and disfigurement. H. Manufacture(s Data: Include physical characteristics, application, installation instructions and -5. The Contractor shall be responsible for stability and plumb conditions of all plant materials, B. Ground Cover: Provide ground cover speci s indicated, established and well rooted in pots recommendations to be utilized. be legally liable for damage caused by instability of plant materials. Proper staking and guying is the D. Fertilization, Pre-Emergent and Mulching:or similar containers, and complying with plant qu• lity requirements, Part 1-Genera\. a. Fertilizer Contracto(s responsibility. Contractor shall under their own discretion provide additional staking and 1. Prior to mulching, apply fertilizer specified in Part 2-Products to tree, palm, shrub, C. Annuals: Provide healthy, disease-free pia ts of species and variety shown or approved,b. Each soil amendment to be used guying above and beyond the requirements of the project plans at no additional expense to the groundcover and sod areas at the rate of 1.5 pounds of actual fertilizer per 100 square feet. complying with plant quality requirements, Part 1-( ;eneral. Provide plants acclimated to the c. Herbicide -·· Owner. Fertiliztr application shall be wii1essed by Landscape Architect-Owner's Representative. conditions they are to be installed on the project a 1d are in bud with few, if any blooms. d. Super absorbent, if to be utilized ' ',,D. Perennials: Provide healthy plants from a " mmercial nursery, of species and variety shown e. Pre-emergent herbicide ~A. Plant Material installation and Planting Bed Preparation: E. Mulching and Pre-Emergent Herbicide: or approved, complying with plant quality requirements, Part 1-Genera\. f. Materials identified in contract documents 1. Topsoil shall be modified according to recommendations from agronomic soil-testing 1. Apply pre-emergent herbicide to tree, palm, shrub, and groundcover areas according to E. Sod: Sod shall be species and locations in he project plans. Sod shall be freshly cut in pads I. Written plant guarantee laboratory, prior to installation of plants. manufacture's recommendations. Pre~emergent application shall be witnessed by Landscape(or rolls wrth prior approval). Sod shall be derived rom an area having a soil type similar to the soil J. Prior to purchase and delivery of plants, Contractor shall provide the Landscape 2. Spead on top of topsoil a 3 inch layer of compost mix prior to planting. Mix shall be Architect~Owner's Representative.on which it is to be laid. Sod shall be healthy, free of weeds and insects including ground pearls and Architect-Owne(s Representative with photos of proposed plant materials and coordinate nursery incorporated in planting holes during installation. 2. Mulch surfaces of tree, palm, shrub and ground cover areas. Apply 3 inch depth of settledspittle bugs, in naturally green condition, and shall have an abundance of roots contained within a visit. -3. Do not spread compost mix if topsoil is frozen, muddy, or excessively wet. mulch, level with adjacent finish grades, sidewalks, curbs and sod. Mulch over root ball of plantsmat of topsoil derived in the harvesting process from the area where grown. Brown, dry, irregularly ~Ianting Pits and Trenches: Excavate circular planting pits with sides sloped inward. Trim shall be 1 inch maximum.smooth, and/or un-fresh sod will be rejected. 1.4 QUALITY ASSURANCE base \eav1tlg center area raised slightly to support root ball and assist in drainage. Do not further A. Landscape Contractor Qualifications: The Landscape Contractor (Contractor) shall have disturb base. Scarify sides of plant pit smeared or smoothed during excavation. F. Plant Protection: 2.2 PLANTING MATERIALS previous experience installing projects of equal or greater size to the project plans. The Contractor 5. Topmost Root: Topmost root-root flare shall be visible prior to planting-Find the topmost 1. Protect plants from damage due to landscape operations, operations by other contractors A. Topsoil: pH range of 5.5 to 6.5, a minimum of 6 percent organic material content; free ofshall have a full-time supervisor with a minimum of 5 years of experience that is on-site during root and remove excess soil to expose topmost root~root flare. and trades, and others. Maintain protection during installation and maintenance periods, asstones 1 inch or larger in any dimension and extrt: neous materials harmful to plant growth.installation process. 6. Root Defects: Inspect root ball for root defects, cut roots at the point where they begin to approved by Landscape Archit~-Owne(s Representative. Treat, repair, or replace damaged plant 1. Topoil Source: Amend existing surfaces its according to recommendations from soil tests B. Soil Analysis: Contractor shall provide soil analysis of the existing surface soil and compost kink or circle. Root ball shall comply with Florida Grades & Standards. materials. ' analyzed by commercial soil testing laboratory, se Part-1 General. mix. Agronomic soil testing shall be performed by a commercial soil-testing laboratory. 7. Remove rocks, sticks or other deleterious material greater than 1 inch in any 1 direction B. Soil Amendments: Following are soil amendrnents that may be utilized to modify existing C. Provide quality, size, genus, species, and variety of plants indicated, complying with "Florida prior to backfill process. G. Clean Up: surface soil according to recommendations from a ronomic soil testing analysis.Number 1" or better classification in "Grades and Standards for Nursery Plants," latest edition, B. Set tree, palm and shrubs plumb and in center of tree planting pit or trench with top of root 1. Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, a. Lime: Natural dolomitic limestone containin> not less than 85 percent of total carbonates with published by Florida Department of Agriculture, Division of Plant Industry, Gainesville, Florida. To ball 2 inches above finish grade. and debris, and legally dispose off Owne(s property.a minimum of 30 percent magnesium carbo 1ates, ground so that not less than 90 percent evaluate plants not spec~ically listed in the "Grades and Standards for Nursery Plants," use the a. Container Grown: Carefully remove root ball from container without damaging root passes a 10~mesh sieve and not less than 50 percent passes a 100~mesh sieve. appropriate matrix type. ball or plant. H. Spriggmg:b. Aluminum Sulfate: Commercial grade. D. Pre-Installation Conference: Prior to beginning plant installations, conduct conference at b. Ball and Burlaped Root ball: Do not use plant materials if root ball is cracked or 1. The Contractor shall carefully coordinate the sprigging operation being careful not to sprig c. Peat Humus: Finely divided peat, complete\ ' decomposed and free of fibers to eliminate it's project site. broken before or during planting operation. Do not lift plants by the trunk. Remove rope, synthetic an area too large or move so swiftly that a reasonable watering operation could not follow. biological identity. Provide in granular form, free of hard lumps and with pH range suitable forE. Substitutions: burlap, plastic and materials that will not decompose. Remove top 1/3 of wire basket. Carelessness on the part of the Contractor, as mentioned above, shall result in the Contractor being intended use or Florida Muck with a texture nd pH range suited for the intended use. Florida1. 11 a plant material or product is not available, the Contractor shall submit to the Landscape c. Backfill planting excavation incorporating compost mix. Wor1< soil around roots liable for the cost of additional sprigs and the replanting of same.Muck shall be delivered in a non-muddy sta e, reasonably free of clay, roots and litter and Architect-Owne(s Representative for approval, proof of non-availability with a recommendation for eliminate voids and air pockets. When planting pit is approximately one-half backfilled, water 2. A successful planting shall be defined as the insertion of 12\ive sprigs per square foot. other extraneous or toxic matter harmful to >!ant growth. Florida Muck shall be subject toan equivalent material. When authorized, adjustment of contract amount may be made. No thoroughly before placing remainder of backfill. 3. An automatic planting machine shall be used, the machine shall insert live sprigs at 1-1/2 approval by the Owner. substitutions will otherwise be allowed. d. Repeat watering until no more water is absorbed. After planting, remove excess soil to 2 inch centers and roll the surface smooth on one pass. A minimum rate for sports field shall be d. Bonemeal: Commercial, raw, finely ground; percent nitrogen and 20 percent phosphoric F. Inspection: Landscape Architect-Owne(s Representative may inspect plants at nursery and and rake plant beds to a smooth even surface conforming to required finish grades. 400 bushels per acre and sprigs shall be "cut in" mechanically. acid.project site prior to planting, for compliance with plans. The Landscape Architect-Owne(s e. Upon completion of plant installations, fertilize according to specifications. 4. After planting, sprigs'\nust be watered to avoid drying out. Watering must be maintained e. Superphosphate: Soluble mixture of treated minerals; 20 percent available phosphoric acid. Representative may inspect plants at any time for size and condition of balls, root systems, insects, f. Tree pits in non-irrigated areas shall be installed with super absorbent, according to until the sprigs tack down, abo.ut 14 days, then reduced to kept the sprigs well irrigated until f. Sand: Clean, washed builde(s sand, free of toxic materials, free of salt, weeds, sticks and injuries, latent defects, and reject plant materials at any time during progress of work. Contractor manufacturer's recommendations. complete coverage is obtained. Insects such as army worms are the biggest insect threat and canother debris. Sand shall conform to ASTM ,3 for five aggregates. shall remove rejected plants from project site. The Landscape Architect-Owne(s Representative's 9. Water thoroughly after planting, taking care not to cover plant crowns with wet soil. completely destroy a stand of immature sprigs overnight, it is the Contractors responsibility to g. Perlite: Conforming to National Bureau of S ndards PS 23. preliminary inspection is not to be construed as acceptance until such time as a written final 10. Protect plants from hot sun and wind: remove protection if plants show evidence of monitor and treat all infestations as may be required.h. Vermiculite: Horticultural grade, free of toxic substances. acceptance inspection is received. recovery from transplanting shock. 5. The sprigs must be properly fertilized until completely grown in (about 12 weeks ini. Sawdust: Rotted sawdust, free of chips, sto 1es, sticks, soil, or toxic substances and with 7.5 11. Finish Grading: Level planting area to a smooth, uniform surface with loose, un~ormly optimum season -do not attempt to sprig past August 1 ). Apply 1 lb of nitrogen/1 ,000 square feet pounds of nitrogen uniformly mixed into eac 1 cubic yard of sawdust.1.5 DELIVERY, STORAGE, AND HANDLING fine texture. Roll and rake, remove ridges, and fill depressions to meet finish grades. per week, applied in 2, 1/2 lb ~pplications for 12 weeks. The nitrogen source shall be 75% water j. Manure: Well rotted, unleached stable or ca tie manure containing not more than 25 percentA. Prior to materials being shipped from supplier, Landscape Architect-Owner's Representative 12. Upon completion of plant installations, fertilize according to specifications. soluble and 25% water insoluble. Test soil and apply lime as needed to meet, then apply a by volume of straw, sawdust, or other beddi >g materials and containing no chemicals ormay inspect materials on-site or through the submission of photographs. Refer to the plant 13. Tree and Shrub Pruning: Prune, trees and shrubs according to International Society of pre-plant "complete" fertilizer, 10-10-10 at least 2\b/M which needs to be lightly incorporated into the ingredients harmful to plants. schedule within the project plan set for specific plants requiring on-site tagging-inspection. Arboriculture standards. Contractor shall prune trees and shrubs to comply with Florida Grades and soil prior to sprigging. k. Mulch: Organic mulch shall be uniform in si; e, shape, texture and free from deleterious B. Do not prune trees and shrubs before delivery. Protect bar1<, branches, and root systems Standards. Prune plants to retain natural character. <l. Contractor shall be responsible for the planting and grow-in of all sprigged areas. Thematerials and suitable for top dressing of tre.s, shrubs, or plants and consisting of one of thefrom sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or grow-in responsibilities shall include all mowing, fertilization monitoring, watering and any additional following:bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective B. Sod: activities required to produce il weed-free dense turf. The grow-in and maintenance period shall be 1. Medium-sized (Mini-sized) pine bark chips, clean, bright and free from weeds, moss, sticks covering of plants during delivery. Do not drop plant materials. 1. Topsoil shall be modified according to recommendations from agronomic soil-testing considered complete when a healthy, well-rooted, even-colored, viable lawn has been established, and other debris. C. Deliver plants after preparations for planting have been completed and install immediately. If laboratory, prior to installation of sod, see Part 1-General. free of weeds, surface irregularities and no bare areas greater than 2-1/2 square inch/10 square 2. Areas indicated as "pine straw mulch" shall include mulch that is clean, bright and free planting is delayed more than six hours after delivery, set plants trees in shade, protect from 2. Remove rocks, sticks or other deleterious material greater than 1 inch in any 1 direction feet, with no bare area greater than 1 sq in each. Contractor shall notify the Landscape from weeds, moss, sticks and other debris. weather and mechanical damage, and keep roots moist. prior to sod installation. Architect~Owner's Represen\fltive in writing requesting an inspection with 48 hours notice to 3. Finish grade to receive sod shall be un~ormly graded and irrigated prior to sod installation. determine final acceptance 1all the sprigged areas. I. Fertilizer:1.6 WARRANTY Sod shall be laid end-to-end and side-to-side to form a uniform layer of un-broken, un-gapped turf. 1. Fertilizer: Pelletized ferlilizerwith nitrogen, phosphorous and potassium in 100 percent A. Warranty: Contractor shall warrant plants for the warranty period indicated against defects All uneven edges shall be squarely trimmed to allow close and firm fitting of each piece. All gaps orslow release form, with the following composition: including death and unsatisfactory growth. Contractor will not be responsible for defects resulting spaces shall be filled to a smooth level with topsoil as specified herein. Edges shall be "heeled-in" a. Composrtion: 8 percent nitrogen, : percent phosphorous, 12 percent potassium + 4 from lack of adequate maintenance, abuse by Owner, winds of tropical storm speed per and finished smoothly without uneven exposure. Place sod with staggered joints closely butted, percent magnesium and all micro-nutrientsSaffir-5impson Hurricane Scale or higher winds, or acts of God. tamped or rolled to an even surface to the required finished grade. Avoid continuous seam along 1. Warranty Period for Plant Materials: 1 year from date of final acceptance line of water flow in swa\es. Place sod in rows at right angles to slope. Peg sod on slopes greater 2. Warranty Period for Sod: 6 months from date of final acceptance than3:1. 4. Upon completion of sod installation, sod areas shall be watered to provide a healthy growing condition. Watering shall be monitored and adjusted by the Contractor to prevent over or under watering. 0 ~ ~ 1i5 ~ 15 ~ ~L_----------------------------------------------------------------------------1------------------------------------------------------------------------------------------------------------------------~ AHERN TOWN HOMES @ATLANTIC BEACH DATE: ____~MA~Y~2~0~17~-------­ PROJECT NO.: ...!1,160,7,_,3'-".0"-1__________ DESIGNED BY : _:S,B'-------------­ DRAWN BY: --~BuHK~------------­ SCALE · SEE PLAN No. Date Revision 1 5/3/2017 1st SUBMITTAL 2 7/512017 2nd SUBMITIAL THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE \ SHEET TITLE LANDSCAPE SPECIFICATIONS LP-2 S H E E T