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1703 Park Terr E pool permit CITY OF ATLANTIC BEACH 'sI 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 .� INSPECTION PHONE LINE 247-5814 t O. ELECTRICAL PERMIT MUST CALL BY 4PM FOR NEIfT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-POOL-1880 Job Type: SWIMMING POOUSPA Description: INGROUND POOL Estimated value: $32,500.00 Issue Date: 9/28/2016 Expiration Date: 3/27/2017 PROPERTY ADDRESS: Address: 1703 E PARK TER RE Number: 172020-0240 PROPERTY OWNER: Name: LEE, JENNY CLARE & MICHAEL D, Address: 1703 E PARK TER GENERAL CONTRACTOR INFORMATION: Name: POOLS BY JOHN CLARKSON, INC. ,CPC009595 Address: 600 ST JOHNS BLUFF RD QA JOHN S CLARKSON Phone - FEES: PLAN CHECK FEES $106.25 BUILDING PERMIT FEE $212.50 STATE DCA SURCHARGE $3.19 STATE DBPR SURCHARGE $3.19 Total Payments: $325.13 PERMIT IS APPROVED ONLY M ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES NOTICE OF COMMENCEMENT State ofurl& Tax Folio No. County of To Whom It May Concem: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated statedNE CO Legal Description ofpoperty being improved: �i4- th2OF?<) lM/aENmT ar(�A ✓✓I nt f /o Addressofpropertybeingimproved: 1703 E- 6%r-k Terrace ADanflc &ch, P1 3Zz33 Genenal de-ascription of improvements: 1=1 GRr?t An/�P2.?J t�/ p Owner. yelp�(X Address: �7(S L. ParK TCr ractr FI bAff(- B6 Owner's interest in site of the improvement: $2233 1� Fee Simple Titleholder(if otbor than owner): Name: Contactor: In2�5�hn Garksm Address: Id X) I%- �l 5 1RkAPP u-[�� x�y T! TelephoneNo.: � - M-4= Fax No: 9L7L1- ZLl-0735 Surety(if any) Address: Amount of Bond$ Telephone No: Faze No: Name and address of my person making a loan for the consructien of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owrea designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owuer's option) Name: a f Address' Y Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different data is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: __ Date: 7 7 Doc #2016224584.OR BK 17724 Page 1852. Before' Chia ' day of in the County of fluval,Stall Number Pages'1 Of Florida,bas personally P Recorded 11812812018 ai MA2 AM, Notary Public at Large,Sate ori of a al. Ronnie Fussell CLERK CIRCUIT COURT DUVAL My commission expitts: COUNTY Personally Known: a RECORDING$10 M Produced Idertificad 'F 0. wComml Ulon# FF 936 j5® MV commission ExOlros Novena bet 17. 2019 City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) Ir » 800 Seminole Road I�_ Atlantic Beach, Florida 32233-5445 rOA L -1 cXJ v Phone(904)247-5828 Fax(904)247-5845 E-mail: building-dept@wab.us Date routed: _-- City website: http://Ww .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1703 PARK ( &2KRC6 De artment review rec lured Yes o /^� uil Applicant: PQ� .S�j-{N \ GAQ.KSO/J tanning BZonin ({^� Tree mmis rator Project: I �.JGkC")hN� Y SOL ublic Wo tic Utilitie Pu is Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Data of Pe=t Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: MKIpproved. [-]Denied. (Circle one.) Comments: rt/) BUILDIN 0 PLANNING&ZONING Reviewed by: Date: -d V_ O TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach o� BuildingDepartment APPLICATION NUMBER i P (Te be assigned by the Building Department.). n 860 Seminole RoadAtlan - `P mQ o Phone(904)2475826 rida 32Fax(904)247-5845 O(i t �' O(..Jt� E-mail: building-dept@wab.us Date routed: &If P5 City web-site: http://w .mab.us APPLICATION REVIEW AND TRACKING FORM 7 Property Address: I /03 P LG ( G 2f_R('F De artment review required Yes No n uil " Applicant: P� saL)U )c�tw l GA COfJ tanning &Zonin (� Tree mems rator Project: N 0[�1roQ Poo ublic o lic Utilitie Pu is Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING , Reviewed by' r/ Date: / TREE ADMIN. Second Review: ' ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: �\ Revised 05114/0g City of Atlantic Beach ` APPLICATION NUMBER Building Department ECEI �f E Ro be assigned by the Building Department.) 800 Seminole Road - ��t] `n 60 s Atlantic Beach,Florida 32233-5445 ,rttUG ' 8 20� s0 Pon t- -I IXa c) Phone(904)247-5826 Fax(904)2 s4S -urt or E-mail: building-dept@mab.us Data routed: B City web-site: http:/bmw.coab.us BY, APPLICATION REVIEW AND TRACKING FORM Property Address: 1 703 Pte. &2,2F10E Department review required Yes No II n uil Applicant: Paas LAG O}tN \ t-.�(ZK COIJ fanning &Zonin I ,n Tree minis rotor Project: {y G.2rx'nN� POOC- flTuhblic Wo lic Utilitie Pu Ic Fire Services Review fee $ _ Dept SignatureX� Other Agency Review or Permit Required Review or Receipt Date of Permit Veritied B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other. APPLIr,AflON STATUS Reviewing Department First Review: Approved. [-]Denied. (Circle one.) Comments: BUILDING �� PLANNING R ZONING Reviewed by: ; "- ' Date: TR ADMIN. Second Review: [-]Approved as revised. ❑Denied. IC WORK Comments: PU ��I1� PU LI AF TY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. -]Denied. Comments: Reviewed by: Date: Revised 05/14/09 0-� City of Atlantic BeachnE`aEi APPLICATION NUMBER 800S mn Department be assigned by the Building Department.)800 Seminole Road /� ryryAtlantic Beach, Florida 32233-5445 A�� 1 8 201 I'0-006 t — �vPhone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@mab.us By: ate routed: 8 City web-site: hdp:/Avww.coab.us APPLIC7ATION REVIEW AND TRACKING FORM Property Address: 1 / �-3 P�t< ( &2,p_pCC= Department review required Yes No I- /^' uil Applicant: P(jL.X $ U G oj-:W \ lA k oO Isinning BZonin Tree mims mtor Project: I K)G.eonl� � poo ublic Wor Iic Utilihe Pu Ic Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management Distnct Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Bevemges and Tobacco Other. APPLICATION STATUS Reviewing Department First Review: ❑Approved. hADemed. (Circle one.) Comments: zke AdLil,V) A�¢c BUILDING PLANNING&ZONING Reviewed by\LA19�� /4-R Date: A TREEADMIN. Second Review: ❑Approved as revised. e)nie/d'.� PUBLIC WORKS Comments: JGL W PUBLIC UTILITIES PUBLIC SAFETY Reviewed byDate: FIRE SERVICES Third Review: VrApproved as revised. ❑Denied. Comments: Ae o. ,L. G /'_4`R46V/ Reviewed by: z' Date: 27 Revised osnaas Oat CITY OF ATLANTIC BEACH DEPARTMENTOFPUBLICWORKS 1200ticlilrleflaneAnomicBwcb,FL 322334318IELEPHO)247-54)2/]-5814FAX:(904)24]-584) CONTRACTOR: DATE: 8-22-16 Pools by John Clarkson PERMIT# 16-POOL-1880 600 St.Johns Bluff Road N. ADDRESS: 1703E.Park Terrace Jacksonville,FL 32225 Atlantic Beach,FL 32233 Fax: 904-223-0735 PERMIT APPLICATION FOR GROUND POOL Your permit application has been y the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (SSuubb it the following information to the Public Works Department) y'"Provide drainage plans showing site topography(flow arrows,etc.). y+F jProvide erosion and sediment control plans with installation details. * ection 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). ** Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing 1' cpdfours. * vide a detailed plan of water retention area and how water runoff gets to water retention areas and then to et. •* Provide detailed measurements of pool and deck drawings. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) *• Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. ** All silt must remain on-site during construction. *• If on-site storage is required,a post construction topographic survey documenting proper construction will be required. •* Pool-Wellpoint(if used)must discharge into vegetated area 10'minimum from street or drainage feature(swale, structure or lagoon). A separate Pool Permit is required. ** Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). ** Full right-of-way restoration,including sod,is required. "* Any plan change must be submitted as a Revision to the Building Department. lekdU'r , (bAal cc: Toni Gindlesperger,Building Department TRANSMISSION VERIFICATI�I REP�2T TIPS 08/22/2016 09:12 NAME ATLCBEACH CITY WORKS FAX 9042475843 TEL 9042475843 SER.N BROL7J723782 DATEJIME 08/22 09:11 FAX N0./NAME 99042230735 DURATION 00:01:17 PAGE(S) 02 RESULT OK MODE STANDARD ECM t t%yyy CITY OF ATLANTIC BEACH S '? DEPARTMENT OF PUBLIC WORKS j p 1200 Sandpiper Luce Atlantic Beach,FL 322334318 r TELEPHONE(904)247-5834 J FA :(904)247-5843 www.caab.us �=UJi g'r CONTRACTOR: DATE: 9-13-16 Pools by John Clarkson PERMIT# 16-POOL-1880 600 St.Johns Bluff Road N. ADDRESS: 1703 E.Park Terrace Jacksonville,FL 32225 Atlantic Beach,FL 32233 Fax: 904-223-0735 PERMIT APPLICATION FOR INGROUND POOL—2"d REVIEW Your permit application(2"d Review)has been denied by the Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in order that we may approve your application. If you have any questions,please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or email swilliarrs@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) ** The Shellock Atlantic Series pavers do not qualify as a pervious paver. ** *" Provide drainage plans showing site topography(flow arrows,etc.). *" Provide erosion and sediment control plans with installation details. ** Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). ** Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land Surveyor,showing 1' contours. ** Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. ** Provide detailed measurements of pool and deck drawings. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) ** Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. *• All silt must remain on-site during construction. ** If on-site storage is required,a post construction topographic survey documenting proper construction will be required. ** Pool-Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage feature(swale, structure or lagoon). A separate Pool Permit is required. •* Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco,Republic Services,Shapell's,Sunshine Recycling and Waste Pro). ** Full right-of-way restoration, including sod,is required. *" Any plan change must be submitted as a Revision to the Building Department. cc: Toni Gindlesperger,Building Department TRANSMISSION VERIFICATION REPORT TIME 09/13/2016 13:49 NAME ATLCBEACH CITY WORKS FAX 9042475843 TEL 9042475843 SER.M BROL7J723782 DATEJIME 09/13 13:4B FAX NO./NAME 99042230735 DURATION 00:01:30 PAGE(S) 02 RESULT OK MODE STANDARD ECM Comp. By: SRW Date: 9/812016 Public Works Department City of Atlantic Beach Pemlit No: 16-P"1.1880 Address: 1703 Park Tem" Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feat R=25-yr 124-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelogment Runoff Volume: Lot Area (A) = 14,205 ft' Runoff Coefficient Area Lot Am Description (ft') (ft') Impervious 3,958 14,205 1.00 0.28 Pervious 10,247 14,205 0.20 0.14 Runoff Coefficient(C)- 0.42 Runoff Volume V= 0.42 x 14,205 x 9.3 1 12 V= 4,656 R' Postdevelooment Runoff Volume: Lot Area(A) = 14,205 f Runoff Coefficient Area Lot Area Description (ft) (fl'1 'a. Wtd"C' Impervious 4,808 14,205 1.00 0.34 %ISA= 33.8% Pervious 9,397 14,205 0.20 0.13 Runoff Coefficient(C)- 0.47 Runoff Volume V= 0.47 ?t 14,205 x 9.3 / 1i V= 5,183 fe Required Storace Volume DV= Postdevelopment Runoff Volume-Predevelopmenl Runoff Volume DV= 5,183 - 4,656 DV= 527 R3 ReMNon IMI9TER WATER REFENPON we201e Comp. By: SRW Date: 9/812016 Public Works Department City of Atlantic Beach Permit No: 18-Pool-1980 Address: 1703 Park Terrace Provided Storaoe: Elevation Area Storage (ft) (ft') Ift31 7 9.5 169 0 BOTTOM 13 X 13 7 10.0 225 99 TOB 15 X 15 Elevation Area Storage (ft) (fP) (ft') 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 225.0 d=depth to ESHVJT= 6.5 pf=pore factor= 0.3 Inground Storage= 438.8 ft' Required Treatment Volume= 527 ft' Supplied Treatment Volume= 537 ft' . .__ _ERRE__ _. Rean leraMASTER WATER RETENTION 91NL018 f 21, BLOCK 14 L01 20 BLOCK 14 04�ooAf5 3"" II S 06.1670" E' 105.00' (R) "'1/r I s OB'B6'42'E 105.26- (M) , MEN PIPE I a9, 1 1.7' 1.4' LW- 5f 14/93 ��15 L ye (G IRM PIPE Tb MMN ('9NTMN !lGYIbE sy:3755 �9 w\ _ � [crhnoN • �I 1`��bi SE➢ � �90B[9i: 310 I 14URmNGF Wl- kc7 NI FWO&Iey�,, 90 T15N ksG 1F h�= 3(9.6Ye NEW 211r x r r mak. *152% 95- 7t 1�ReA1 i1 . -4 a 1G5•05 _ 3~ C ao i Z 1 ~ mmeir FA a M 2 a.o• i �:h � Zs W, 926' vav va�aam: i H n � 1&2 STORY57'¢41GT101✓ ge FRAME & � NlI BRICK n 6 Ij N0.1703 I 1 .._....18:x•...:..... 59.0 I 5 ._...L........._19:9..._....._.._.... i CO ED CONCRETE N ----__ IRON PIPE P.C. b: n BRICK WALK RLS 3295 `: ' hryy9 l� Q 0.05• SOUTH 0� 99.29' (M) 0.32' EAST y1 4k4• (1�• BEARING REFERENCE LINE ' V 004 \` C.M• NR-4744.65'W L-7B.055(M)) 1/r IRON PIPE UNREADABLE 6 N 05"51'29" Io 75.08' /R) P.C. PARK TERRACE EAST 1' = 20• (50' R/(YJ IN CURE a GUTTER 66639• 39722 1EEIMLD TO BE QN w "/NMUL%NICE F g—P4H jq ECHE�(((9I.'�Fn NEAS Of 63 NINY.LL OWItE ROGR MEtS CF a AWIII/L UI/N!E wTl AKIUfE GEPIN s IESS TIN11 YNNE�' No MFA4 PTOIECIE➢BY IEMFs�,x NYWK WNL fLKO. --- - +12" RAISED BLOCK WALL - COPING TOP -TILE FACE&BACK - (1) 36" SHEER DESCENT -(2) +18" RAISED BLOCK PEDESTALS - 24" x 24" FINISHED OUTSIDE DIM. -COPING TOP -TILE SIDES&BACK -------------- 18" + 18 BENCH V-0" DEEP MDX W/ SDX SEE ATTACHED NOTICE: ° BONDING GRID-OPTION "C" # 8 BARE COPPER CONDUIT / - (1)WHITE IT ~- POOL NICHE POLARIS 360 (2) 2" F/Rs - +18" FIREPIT T-6" - 30" x 30" INSIDE DIM. 3 W/IIs DEEP - PAVER EXTERIOR 18 - COPING TOP - 2" GAS CHASE - BURNER NOT INC. - 6" DEEP SU-- `-=UM8RBLW'3LEt ---------------------- ARTISTIC PAVER DECK FLUSH -SHPF 1-2 COVERED LANAI INC. - CS 250 ARTISTIC - PLC 1400 PAVER DECK - ZQ -4P - !Q20A -APUREM (10)ALARMS BY PB3C - 4424 IVA FOR SHEER FENCING - 3 PORT 7-BOX . (1)]ANDY WHITE POOL LT(100') PROPERTY LINE Customer Info Owner: Lee Residence#2068 Address: 1703 Park Terrace E.: Lot 1 _ Neighborhood:Atlantic Beach: 32233 Builder: Residential Pool Specific on Perimeter.84 LF. Square Footage:390 Sq.Ft Est Total Gallons:70 DB2 Gal_,__ Deck Area:850 SO Ft Lanai Area:2295g FL Footer.Na Dist To P/E:63 LF. Hydraulics _ SKIMMER #2 -c '---ACCESS - PAVER LID PUMPS 1:MDX-R3 a SDX ON BIDE_ Branch ure: 3- Trunk Uns: 2.5' _ ARTISTIC ! ReWm Line: r PAVER COPING SMmmes: 2 Janey Pump:SHPF 1-2 SPD PUMP 4---- 25' B.R.L Jandy Filter: rs 250 Heater. MIA PROPERTY LINE Mink -W num TDH: i Maximum Flow: 103 GPM'$ Safety - SKIMMER #1ELM SAFETY 1:FENCE BY_HOMEOWNER �— DRAIN LINE - PAVER LIDSAFETY 2:ALARMS OR CODE COMPLIANCE NTIC BEACH MITS FOR ADDITIONAL ENTLAND CITIONS DAIM� i OFFICE COPY Scale: 118"= 1•-0• Company Info Designer Kyle K Acdre:600 Sr.JOHNS BLUFF RD N S� Oty:JAO(SON IL E pY u StateMp:32225 I 6 i Phare:904.223.4050 ® 4a Fax:9D4.213.0735 f Email:INPo®PBJGOOM pew ucsse x:ac 009595 a lanass i ! — Ind)! o._--u lgvig,4 8 k 4t %Z tf -9 Jaw 'K - yoYQ � �AM)' 24'/'-04ig Awe..- ._rok ,7p. Z Ali .3 & 4� ---- &ixs -A r 3'716 DQc� D _ d,zx-lb-� r n rx f-Y Comp. By: SRW Date: 9/16/2016 Public Works Department City of Atlantic Beach Permit No: 113,Pool-1880 Address: 1703 Park Terrace Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of slormwawter runoff be stored on ads. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predeveloument Runoff Volume' Lot Area(A) = 14,205 ft" Runoff Coefficient Area Lot Area Description (ft') (ft) C. 'Md"C" Impervious 4,049 14,205 1.00 0.29 Pervious 10,156 14.205 0.20 0.14 Runoff CoafRcient(C)a 0.43 Runoff Volume V= 0.43 x 14,205 x 9.3 I 12 V= 4,712 ft3 Postdevelooment Runoff Volume- Lot Area(A) = 14,205 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft°) C. iii "C" Impervious 5,037 14,205 1.00 0.35 %ISA= 35.5% Pervious 9,168 14,205 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V= 0.48 x 14,205 x 9.3 I 12 V= 5,325 ft' Required Storage Volume DV= Postdevelopmenl Runoff Volume-Predevelopment Runoff Volume DV= 5,325 - 4,712 DV= 613 ft3 Retention Pad Terrace 1703 9/1612016 3 Comp. By: SRW Date: 9/16/2016 Public Works Department City of Atlantic Beach Permit No: 1&Pool-1880 Address: 1703 Park Terrace Provided Storage: Elevation Area Storage (ft) (ft°) (ft) 9.5 230 0 BOTTOM 23 X 10 10.0 300 133 TOB 25 X 12 Elevation Area Storage Iftl Ift') (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft) (ft') 0 BOTTOM 0 TOB Inground storage=A'd'pf A=Area= 300.0 d=tlepth to ESHWi 6.5 pf=pore factor= 0.3 Inground Storage= 585.0 ft' Required Treatment Volume= 613 ft' Supplied Treatment Volume= 718 ft3 Retention Park Tenace 1103 911&2010 E , Artistic Paver Mfg° INTERLOCKING SAND SET PAVERS FOR PEDESTRIAN APPLICATIONS Artistic Paver Mfg.®Shellock AIIanOc Series is available in five pavers saes and and in a variety Of coping in different bullnose and size options. Standard thickness: 1-5/6"(40mm). COPING: One Sided NOMINAL SIZE ACTUAL SIZE SOFT.PER j87 Two Sided (mm) PALLET Three Sided 8"x8' 200x200 160 Four Shed - - 8"x12" 200x300 160 Adjacent _ Pre-cut 12'x12" 300x300 180 Renovation Piece 113"x18' 400x400 180 24"x24' 15 x600 120 M Artistic Paver Shelbck®AtWnlic Series is available in 5 standard colors. Custom colors available for minimum quantities of 10,000 sq.0 ' IVORY BUFF itYpi r ` TAN - — •'� CAFE SILVER SAM' 'Sam Sam colons not available a%West Coast :C= o:: PLOG�c. Artistic Paver Mfg. PRODUCT DESCRIPTION SHELLOCK® Seashells mixed in each paver and then honed to expose the beauty of the shells. Atlantic Series' Artistic Pavefs Shellock•Paver is a beautiful and elegant alternative to the same old brick paver look.Shellock•consists of actual seashells gathered from mother earth,mixed in each paver and then honed to expose the beauty of the seashells. Shellock•pavers are part of our Steplock•Line,exclusively designed for pedestrian applications. Shellock pavers are very smooth to walk on.Applications Include patios,swimming pool decks, lanais,walkways and more.Pavers are calibrated to achieve a uniform dtmmensions with very little variation for easy installation. Each piece is made to precision with the highest quality of technological machinery available. You can expect a slight variation In shade color and shell which simply adds to the natural appearance of each piece.Shellock•transforms any pool deck Into a natural looking paradise. Shellock•Atlantic Series pavers and coping are available In 6 different colors:Ivory. Buff, Tan,Cafd and Silver Sam'. Shellock•Atlantic Series Is available In sizes:5'x8",8x12 12"42",16'x16"and 24'x24". Caping and specialty pieces are available in all colon in a many different sizes and ptions of bullnose In one,two,three,four sides or adjacent.Plus the renovation piece and pre-cut spa coping. Notes Rd. aP AtIF.0,W. (mm Ne East mm[and Wan coat fanpdes. Sam isllsam.n ex ten any In shade mbn r,we simplyarae to the mmralappeannce of ease lime.emabnnypthed.rcalor,hkrcrmnmma nrthentwelexerInat 0 Elural Prtbtk Paver relaWnore lydpnxJ.visit hnp://www.aNrtkpann.om/slepbdahetlaxas.pM1p MAW OFFICE WEST COAST PLANT Outside Fbnda (877)701-2031 EAST COAST PLANT Phone'.(520)426-34]9 PMM_(305)551]2532 Fax:(520)426-340 www enlsllcpavers 0. Fax (305)553-7511 lits tvrTePocr mom Msc Gamdlp. Rd 200.w200 Ix�lmuha MMa.k•mwn nesut w aS 93[198 Siryle tided aaHD.lRelVF1IDPlYFR ]ybtY'LLn..sM.MY NWmdbrnN.uwn Boli 300,300 gmoae)elmuo lend, .pa.a. Im1NL•waa 1v12 93!289 Single dtlM mmlMomlJn4lwY. 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SL]2 289.189 edlamntsl0etl Mla<enttided capiry is awalade hall Sn,pimk•tleekkg sMes.ltt perktthr 1&16 390a390 Ixene slMd 'Cpltimns.panttRmtl more Thb eraures Mat materials used ln.,01u Lural sduv wn wen wmtllnate witlt Me Amok Mesal 590S90 RdlaCont Dad Pawn dRLne teetotal, 1.13 93.289 R!n°wa0on RerovaUen copleglmalk.a,ailPP coping of MealRa6owerpaur a mqq RerovaVon maarlid.allowl""a to top an nd1w, 1.12 93.289 mPk6 tracked deck wMPutremMlng It,.., I..Jme am don"i Geta a<Dmplenely 4,12 93a389 RenowDan eve IDDM whnout Ue masaM beaOaNR eap1ry of.mmouternerete. 14 80.196 Peat mphg Prete mlai hurt mryad and!In",.No 412 00.369 %etut earn, need to two.amid mming plus lD fit around Me spa.The total numbR N Plead 4X12 80dW ReatmpinB he complain,a Ne title.a)k dated, 1vt6 10598 IlNtmpky fpabg)Iw airy—dr.'hRolmplog. wane wera ww.on I.,..I e't0fodrdn u wwa.lamay n '�'p�"`�,^„^�"' �rar elanlarnn 1.oalaaawn Williams, Scott From: Reception<Reception@pbjc.net> Sent: Tuesday, September 13, 2016 8:38 AM To: Williams,Scott Subject: FW:Scan from Pools by John Clarkson Copier Attachments: Cut Sheet.pdf For 1703 Park Terrace E. Thank You, Debbi Werling Admin.Assistant reception@pbjc.com Pools by John Clarkson 600 St.Johns Bluff Rd. N. Jacksonville, FL 32225 Fax: :90 050 904-223-0735 NG This email has been scanned for spam and malware by The E o"r ✓ ✓ �v Cold (d 014661., zp /'6�dA,vO X 23 --'-/0 t I f BUILDING PERMIT APPLICATION FILE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 y Office (904) 247-5826 Fax(904)247-5845 16 -1000,_ Job Address: 170 E Park perrare Permit Number: Legal Description N -51 09-2 S,229E Sdya Plon;w I,,f a �R, ) Parcel# 172022c) - cZYo F oo1�e��q�t.�I,gq Valuation of Work$ 2 `a' Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolitionpool/ ) window/door Use of eiisting/propposed structures) (circle one): Commercial Residential If an existing structare,is afire sprinkler system installed?(Circle one): Yes No N/A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: ry,ga 6Wi MMi 06 "I Property Owner Information: Name:�Etk1y 1_e� Aidregs:_ 1 X0.3 E. �e� K TBrraee Clty A�lfe-!p1—,i�Gmfh State��?%$3 Phone E-Mail or Fax#(Optional) Contractor Infornmation: Company Name:'Y[A"� by i iz)ftl �p�r{C�v� Qualif ' g Agent: r{' r Address:/i11�� i vts "#�I � KN A]. City,' rrlvi lir+ State Zip Office Phone - -t/Q�Job Site/Contact Number Fax# Z 0jS State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Tide Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance afa pemd[and that all work will be pe mted to meet the standards ofall laws regulating construction in this jurisdiction. This permit becomes null and void if work isnot commenced within six(6)months,or if construction or work is suspended or abandoned for apenad of six(6)months at any time after work is commenced. /understand that separate permits mast be secured for ElecMcal Work, Plumbing,Signs, Wella,Poa(a, usnacas,Bolters,Hea era, Tanks and Ab Conditioners,ere. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 1 hereby certify that I have read and examined this_applicarion and know the same to be true and correct All is as of laws o ce govthis type a7 work wr/I be complied with whether s ecr ed herein or not. The gran[ing of a permh does not esume a rve am viol 'o,=1 the provisons ofany other federal,state,or local aw regulating ernstmetion or the performance of ronstruci n. Signature of Owner Signature of Con Print Name n C L Print Name it PL]tJ� _._.._..._.... ._. .._...._....4r_»..._�.._.......---....�-2222 ---- fir_._.._...,..._..------------ Iwo p gond so scn before me Swo nd s bsc bed bef re me Z'1 '-Day of 20 20 ) E ti 3;•• F Notary Public f ;"'°¢•; a mlaF�on E.pneF x ,• Commission N FF 936882 "+•� %1 •4® My CommlaFton Eeplr0$ 'v.;�,:,;,�'` November 1], 2019 d +�„ November 17. 2019 Revised 01.26.10 'r TREE & VEGETATION REMOVAL PERMIT APPLICATION INSTRUCTIONS City of Atlantic Beach (1) Complete and sign this form. - Department of Community Development (2) Attach the required supporting exhibits as listed on the application 800 Seminole Road Atlantic Beach,FL 32233 checklist. IN 904247-5800 (F)904 247-5845 (3) Contact the Department of Community Development if you have questions or need assistance completing the application or F— Single-I'Two-Family Residential $125.00 determining which exhibits are required foryour particular project. r- Multi-Family Residential (4) Submit this form, along with all required exhibits and payment to $250.00 the City of Atlantic Beach,and in the appropriate amount according r Commercial/Industrial $250.00 to the application fees listed to the right, to the reception desk at I- Institutional/Other Non-residential $250.00 the Building Department. Application#TREE_ SECTIONI-SITE INFORMATION /� FILE COPY PHYSICAL ADDRESS '- '- - — Y rk Q Tp rrQ�p I/ dd h tb mg dt th p perty,contact Me AB SUBDIVISIONBuilding Departmentat(904)147-5826torequestanaddreu. ` A a m --- •t"IOQ BLOCK LOT I RE# 17202 - X40 SECTION II-APPLICANT INFORMATION IR OWNER rLEGAL AUTHORIZED AGENT• NAME OF APPLICANT ADDRESS OF APPLICANT PHONE CELL EMAIL SECTION III-TREE&VEGETATION REMOVAL REQUEST 1 REQUESTTHAT THE TREES&VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED EXHIBITS BE APPROVED FOR REMOVAL,AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE,CHAPTER 23, FO FOLLOWING REASONS(check allthatapply): q THE F Vegetation(trees)are difficult to maintain/owner dislikes. �- Trees are dead,diseasedorso weakenedby age,storm,fire,orotherinjuryso as topose a danger to persons,prope improvements or other trees. rty, r Vegetation(trees)pose a safety hazard to pedestrian Orvehicular traffic orcause disruption to public utilitysewices. (' Vegetation(trees)pose a safetyhazard to buildings orstructures. F- Vegetation(trees)completelypreventaccess orcross access to a lotorparcel. Vegetation and/or trees preventdevelopment or physical use. Itis the intent of this provision thata permit shall be gran ted for (- the remoValofvegetaIt nand/or trees when theepplicanthas demonstrated an effort to design orlocate theproposed improvements so as to minimize the removal of vegetation and/or trees. 1 HEREBY CERTIFY THAT ALL INFORMATION PROVIDED WITHIN THIS APPLICATION IS CORRECT AND I AGREE TO COMPLY WITH ALL PROVISIONS OF CHAPTER 23,PROTECTION OF TREES AND NATURAL VEGETATION,AND ALL OTHER APPLICABLE CODES AND ORD ANCES OF THE CITY OF ATLANTIC BEACH. SIGNATURE OFA PLIC NT DATE ' FORINTERNAL OFFI EONLY FRONTAGE FLU NAR ESA DEPTH - —_ SR 1 ZONING ueff AREA HAI __ - SR ISA WAIV OAB CR 'treefi Vegemiion Remora(Permit ...... 2 MMfI iFY'I 0.ODD Y108 PYIA.YLL 1m Oim OFFICE COPY I•p v n 3 3 0 pp q 4 0 s b m ❑ m m '_' m � m3 � z � ❑ �' ."z � ml� u mm ,T LLV D r b y fY D � rl v ? ❑ 3 c I e a V.- O 0 "' Z h I< O • h r � Y'yf 5 P 6 I nj' � m � a 1' P91(Premm Oaipo) ffiIxlnl,LJdIyIdL.l�ln�l�lnl_I_i_i_i_i_i OFFICE COPY CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN MCK Submerged Suction Outlet For use on Floor Includes (1) SDX as 2nd point of suction Vie COMPUANI OEaR15 BRAIN MDX R3 is a listed suction outlet(certified by IAPMO) designed to Accept large debris and provide anti-entrapment protection. Proper installation requires the installation of the secondary drain - SDX (also listed by IAPMO). COMPLIANT WITH: A ME Virginia Graeme Baker Pool and Spa Safety Act 7 ASME At 12,19.8-2007 •t, •• Ariz.ia.s�•• ANSI/APSP-7 }--•••, IAPMO Listed mm-umEo FLOW RATING FLOOR MDR R3 132 GPM No Velocity @ 132GPM= 1.294 fps LIFE-05YEARS MDXR3&SDX PLACE OF MANUFACTURE: Paramount Pool&Spa Systems 295 E.Corporate Place Chandler,AZ 85225 USA (480)893-7607 NAME OF THIRD PARTY LABORATORY: IAPMO R&T LAB TEST RECORD DOCUMENTATION: IAPMO R&T 5001 E.Philadelphia Street Ontario,CA 91761 (909)472-4104 NOTE: MDX R3 and SOX must be installed in accordance with Paramount's written instruction manual, and in conformity with applicable Federal, State, Local and Swimming Pool Industry building and safety codes. Paramount xono.=_a'.nlEen. OFFICE COPY CERTIFICATE OF CONFORMITY 50 SDX HIGH FLOW SAFETY DRAIN Submerged Suction Outlet For Single or Multiple Drain Use RIGH FLOW SAFID DRAIN For Use on Wall and Floor No Sump Required The SDX High Flow Safety Drain is a 10'diameter frame and grate or ETRO bulkhead style drain fitting. It includes a back plate and cover that is `i affixed to a frame, a bulkhead or an existing drain sump. SDX Retro replaces most existing drain covers up to 10" in diameter. HIGH FLOW SAMY OAAIN COMPLIANT WITH: ASME Virginia Graeme Baker Pool and Spa Safety Act Ait�,,..rI^_}- • ASME A112.19.8-2007 zl ANSI/APSP-7 • IAPMO Listed •mm:rismo FLOW RATING FLOOR WALL One SDX or SDX Retro 200 GPM 192 GPM U $ PSquare Inches of opening=43.201 sq. inches G Velocity Q 200 GPM = 1.485 fps ® LIFE-05 YEARS PLACE OF MANUFACTURE: Paramount Pool&Spa System 295 E.Corporate Place Chandler,AZ 85225 USA (480)893-7607 NAME OF THIRD PARTY LABORATORY: IAPMO R&T LAB TEST RECORD DOCUMENTATION: TAPMO R&T 5001 E.Philadelphia Street Ontario,CA 91761 (909)472-4104 NOTE: Suction Safety Standards require that drain grates used to cover sumps must have the Suc- tion pipe cut at least 1.5 times the pipe diameter behind the drain cover. There is no sump require- ment for SDX because the patented design provides uniform Suction regardless of pipe location. However, if the pipe is too close to the back of the cover, it may restrict water flow to the pump, po- tentially reducing hydraulic efficiency, but this does not pose a suction safety hazard. This Product must be installed in accordance with all applicable Federal, State and Local Codes. P,--.i rdrTl c)u rl t OFFICE COPY HYDRAULICS DESIGN FOR PARAMOUNT IN-FLOOR SYSTEMS. Paramount makes systems that operate and 40 to 45 gpm and 60 to 65 gpm and the gpm Of the system will be listed on the drawing from Paramount. If Paramount main drains are used: MDX2 is GVB approved and rated at a maximum flow of 90 gpm at less than 1.5 ft. per second, and is less than 1 ft. of head loss at that flow rate. SDX is GVB approved and rated at a maximum flow of 200 gpm on the floor and 192 gpm on the wall at less than 1.5 ft.per second and is 3 ft of head loss at that flow rate. When used as the second safety drain to our MDX2 at 90 gpm it is rated at less than I ff. of head loss. The Paramount water valve has around 10 ft. of head loss at 65 gpm. (NOT COUNTING ANY PIPE OR FITTINGS). NOTE; ON POOLS WITH 9 OR 12 PORT SYSTEMS THE HEAD LOSS THRU THOSE VALVES WOULD BE 20 FT. OF HD. NOT COUNTING PIPE AND FITTINGS. The nozzle loss of each circuit on the water valve (NOT COUNTING ANY PIPE OR FITTINGS) is 25 feet of head. EACH CIRCUIT(NOT INCLUDING PIPE AND FITTINGS WILL BE AROUND 35 FEET OF HEAD LOSS EVEN IF THE SYSTEM IS 40 GPM OR 65 GPM BECAUSE OF THE LOSS IN THE WATER VALVE AND THE PRESSURE AT THE NOZZLE NEEDING TO BE 10 PSI FOR MAXIMUM CLEANING DISTANCE . ON A SINGLE PUMP SYSTEM YOU MUST ADD IN THE POOL EQUIPMENT LOSS, ALL PIPE AND FITTING LOSS AND AN EXTRA 15 FEET OF HEAD LOSS ALLOWING FOR THE PROPER FLOW AT THE NOZZLES WHEN THE FILTER 1S DIRTY. On a booster pump cleaning system YOU WILL NOT HAVE TO ADD THE 15 FT. OF HD. FOR A DIRTY FILTER AND NO EQUIPMENT HD LOSS WILL BE ADDED. Just the pipe and fittings must be added. j an®rqTechnical Specifications ePump''" Variable Speed Pumps � yeries nywnuCe OFFICE COPY ger. 1145•-�j 164i'----- I � 15u• tor• ,me^ 1 ---a•--I tar• -� NSF Bob Holes. Front Edge of Union to Career to Came( Center of Bolt Holes Part No. Description JEP1.5 ePump Variable Speed Pump 1.5 HP Pump Model A.O.Smith/Century JEP2.0 ePump Variable Speed Pump 2.0 HP JEP2.0 M48A40D58 JEP7.6 M48A42D58 ePump Specifications Model No. HP Voltage Wang Pipe at.. Carlon Weigh[ Overall Length JEP1.5 0,25-2.2 208-230VAC 2,100 W 214-3" ]1.51bs. 34W JEP2.0 0.25-2.7 208-230VAC 2,300 W 214-3• 1 71.5 His. 34W When installing the pump,leave a minimum of 2 it.of clearance above the pump for removal of strainer basket. Recommended Minimum Wire size For epunip Series Pumps' Distance from Bub-panel 030 Feet 50-100 Feet 100-150 Fret 150-200 Feet Branch Fuse AMPS Voltage Voltage Voltage Voltage Class:CC,G,H,J,K,RK orT 230 VAC 208-230 VAC 20g-230 VAC 206-230 VAC 208-230 VAC JEP2.0 20A 12 10 8 6 JEP7.5 20A 12 10 8 6 *Assumes three(3)copper conductors in a buried conduit and 3%maximum voltage loss in branch circuit.All National Electrical Code (NEC)and local codes must be followed.Table shows minimum wire size and branch fuse recommendations for typical Installation per NEC. www.ZodiacPoolSystems.com OFFICE COPY JEP Performance Curves 20 ne O IN 2 O 90 d ea 79m a w w to x f0 JEP-20 HP,3450 RPM •E JEP-1S HP,3450 RPM (a C 30 - JEP-2.0 HP,3000 RPM >. JEP0 R M JEP-1 5 HP,3000 RPM ❑ . 2400 RPM 20 JEP20HP 15GO RPM JEP45 HP,24N RPM H 10 eoo a>fw P iER- JEP-LS HP is RP 1500 RPM WO RPM ° 0 10 20 30 40 50 50 70 e0 90 100 110 120 130 10 150 IN fro IN 190 200 210 220 210 240 250 Flow GPM 02011 Zodiac Pool Systems,Inc.SA6219 0611 ZODIAC°is a realstered trademark of Zodiac Intannational.S.A.S.U..usetl under license. TTechnical Specifications anJ d CS Series Fiiters Pro�eries yyZODtnc. OFFICE COPY 14'l: I i Part No. A' 13`h' Description Siz- Specifications and Model No. • CS100 CS150 C5200 C5250 CS100 CS Cartridge Filter 100Sq.Ft. Finer Area 100 il' 150 A° 200 W250 a' CS150 CS Cartridge Filter 150 Sq.Ft. Design Flow Rate 1 gPMW .85 gpMV ,825 9pmW .S 9PnVW CS200 CS Cartridge Filter 200 Sq.Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Filter 250 Sq.Ft. Ceyse your a iOW 45.000fi al- gall 45'00gal- CS Filter Head Loss Curves capatcity 9 loos lons 60,0009a1- 9 11000 BO,Olo00sggal' Normal Start Up 6-15 pet 6.15 psi 6-15 psi 6-15 psi Pressure e a Ma in9 50 pal 50 psi 50 Pei 50 Psi Pressure a awls. Cartridges 1 1 1 1 Dews. Prase• Required XNa 2 swap 361bs. Ima Icer, Shipping welght 281trs. 28 srs. 34lbs. n""M 4 Height('A't 3235' 323b' 42'h' 42'h' RZ 1 2 0 00 an 59 911 120 CS150 M.swoefapm) CUM cw50 -- - C51o0 www2odia0P001Systems.COm ®2011 Zodiac Pool Systems,Inc.SA6259 0611 70nIAC is a moistened trademark of Zodiac International,S.A.S.U.,used under license. i MAP SHOWING BOUNDARY SURVEY OF F LOT 1 BLOCK 14 ACCORDING TO THE PLAT OF E R $ELVA MARNA UNIT No. t 3�° sI AS RECORDED IN PLAT BOOK 34 , PAGE(S) 51, 51A, & SIB OF THE $ CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. y @@a¢ g3`1 CERTIFIED TO: C B B NICf1AEI. LEE AND JENNY LEE AND EVERII N . 9 LOT 21• BLOCK 14 LOT 14 S 06'l6'l0"R 105.00' n pFE I 59. 5 PB'09'1T'E 1M26' (✓) £ r.r *Exisrm'6 �i 'WIN9TAVEY$ RT ` rD RE[AMN [OT hF: 14193 lallrov✓ A-+ Fm"- 3259 r � P'P VPRWIE'dAf of dal 3 0 0 **N[wk 9E Nm.x n1rA1p = _ zu'<5fI B5/� 'xa mwrr WM1Aurs�- ati Wbz , p _ N I J� ma xa � I mT w N �a 1&2 STORY pp rwrw i FRAME & m BRICK NO.1703 `m APPROVED _i........... v........._... ...... � //(� ��/� gyp' CW I ,/y l[ 4q1A ------ P. l-IC. Q/ b b5 DST EAST •P ra' �'. ,YY 4'IN• N 6T31'29'W nat/� y`ryY Q CJL RN14A63' L.10.03'N) Is nPc P P A N 05'61'2,1" A 75.06' /R) P•°. 16 , PARAr mmACE EAST �5� = 20' (60' R/W) XKF: M39' 39722 mnmirwiwrx""'xw1pYwmilwl�i Nu°M1m'xE�:o.vimmOV1� ..^®ia�"m�evw��L�x��uru°uas wu"oLwa xam xw a•u.w.owa xm nws®Ilxsmnw� JPV EYO,PS JUEmIxorEo mvaut xmm E+rw MVY..E0.x0 MN 5 iw10. aorta ASSOCIATED SURVEYORS INC. '"°'W " "�"E'"`' ° 1.":r. �e'o' �: '=mom W INIoaENID410 0su MtD �Eex N^ iN•xws°E>s mRr+,s 3818 BI.V1L eCNLVNiD .MII r .rv�,wa vnEmi L vxNi L . Jrn¢o90+- R.auw 3xzt5 L S a F 7t-ewe o 8 : "$.9PL :c�On�mw"n axEm CERDFlGTE OF A91HOnWT1aV N0. L0 0005128 I a .mawNivv'm®inme .mirk u 9 Y ,en:cw°mior Ru ,tm I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY • :oa lcv •"""�ypV.VLxVV,�I DIRECT SUPERVISIOf AND MEETS THE MINIMUM TECHNICAL AiL STAN 9 FOR LW URI2YINC PUR{UAM J CHxPFER SJ-1].050 e ......ios SRO 17.052. � D�ADMIIIIAIVE QgDE, 1;lWPfEN 472. F.S. E L --.-•� M E = .MIL nS oc ,p¢ CRM25 e. HATCNE FUMIO//CER RI m ND.3T/1 v IE$ L STARU i. FLQ A CERIIFICKM N0.1132 °x •mrt v®m�� f, —ou— RAYi10ND J. SCN FLO DA CERIIFlGTE N0.6132 t MLm � ::::::::::::::::: JOB NO, 67111 PATE 0a/f0/2016 0 1O4rt'yK ® : :vmr.�vE SOME: 1 20' DEAF EG x :r'"aswualmw¢xvLxm 0 : ...:::::::::: NOT VALID NTi WF THE SIGNATURE AND THE OHWNM. RNSD] SEAL OF A FLORIDA LILENSm SVRNEYOfl ANO NAPPER E�J4 s