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1719 BEACH AVE - GARAGE ADDITION SITE PLAN21.47' Z N O ti Q0 I (n tV m U Z 2 STORY WOOD FRAME I 13,624 sq ft Existing Impervious Roofed Structures 2,611 sq ft RESIDENCE NO 1721 / 3 r Existing Impervious Driveway \ Z 16.31 % Existing Impervious additional concrete 18 sq ft 0.13% Existing Total Impervious 4,853 sq ft 35.62% New Lot Area Calculations Lot y ^ New Impervious Roofed Structures 810 sq ft 5.95% New Impervious (concrete), walkways, driveways 2,221 sq ft H -'41 \\ a � I coverild U � 0 p" QO G r OX ~�.��J, k h STRUT Ww Q Q Q �, 40' RIGHT OF WAY, CLOSED BY DEED BOOK 1312, PAGES 177 & 178 Z 0 U12ZIQ O o X1 W 00 6 LL IN O O o:' N%, � a o a install silt fence around construction site -L u- 10 65 10 TRIC BO LL E:o 13 14 14.8 5 N } 16 17 18 19 O existing 5' wood fence i 583°23' 14"W (N83°25'29"E 150.37 IRON IRON) 1 6.58' u existin, X EW +12.5' �' 17 18 18• 21.1 20J p � 2 .4 1 6 o I r � \ i9 �O NAVD\ CCL , 17.5 x 18.26 ro \ slo e , N --'-�.i- OD - I / _ �> Wood Wall And Yard Se ac -i - - - - -'- T&71,iWTv - - - - --' \ .'� T - i 10.0'TO CCCL--------32r�CCCC --• \ ; r � � � cret /C Pac x 20',0" ' t \__ \ _ 1 �,k�ce topI To e ain +21.91 5' wood fence 20.7 -1 ` - rSlope _ :[STING 2 STORY FRAM RESIDENCE No. 1719 FFE = 21.91 Legal Description Lot 20, North Atlantic Beach - Unit No. 1 - R -c -b -s- Corporation As Recorded In Plat Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, Pages 177 And 178, And Except Those Lands Lying Easterly Of The Erosion Control Line For Said Duval County. LN Legal Description 1 15-10 09 -2S -29E .320 2 N ATLANTIC BEACH UNIT NO 1 3 LOT 20,S 1/2 CL ST N THEREOF Notes: 1. This Is A Boundary And Topographic Survey. 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 21, 1992, Being S 06°32'05" E. 3. Mean High Water Line Is Based On Extended Published Datum For 'hide Station 872-0291 (Jacksonville Beach). Mean High Water = 2.10 Tide Range = 5.07 4 Seasonal Hi h Water rine As Defined B Florida Statutes Cha ter 161 053 (6WA)2' Existing Lot Area Calculations Lot 13,624 sq ft Existing Impervious Roofed Structures 2,611 sq ft 19.16% Existing pervious Decking @ 0% to be removed -662 sq ft 0% Existing Impervious Driveway 2224 sq ft 16.31 % Existing Impervious additional concrete 18 sq ft 0.13% Existing Total Impervious 4,853 sq ft 35.62% New Lot Area Calculations Lot 13,624 sq It ^ New Impervious Roofed Structures 810 sq ft 5.95% New Impervious (concrete), walkways, driveways 2,221 sq ft 16.3Oo New pervious pavers 516 @ 50% 258 sq ft 1.89% Pool Coping 48 sq ft 0.35% Wood Decking @ 0% 685 sq ft 0% Existing Total remaining 2,611 sq ft 19.16% New Total Impervious 5,948 sq ft 43.65% Maximum allowable Lot Coverage 50% g y p DESIGN CRITERIA: "Seasonal High-water Line" Means The Line Formed By The Intersection Of The Rising Building Classification: Residential Shore And The Elevation Of 150 Percent Of The Local Mean Tidal Range Above Local Building Type: Type V Construction Mean High Water. Unless otherwise noted, project site considerations shall be the responsibility of the Mhw Elev. + (1.5 X Tidal Range )=Shwl owner and/or contractor. Examples of such items include, but shall not be limited to, 2.10 + (15 X 5.07') = 9.70 (Navd 1988) determination of grade elevations, drainage features, and special requirements associated 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. with FEMA flood hazard and/or DEP zones. 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat The contractor is responsible for the means and methods of construction. It is the Book 35, Pages 59, 59a, 59b. contractoi's sole responsibility to determine the procedure, sequence, and temporary 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. bracing as to insure the safety of the building and its component parts during construction. Elevation=13.20 (N.g.v.d.. 1929)' 8. All Pipes In Sanitary Manholes Are 6" Pvc. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. 9. Elevation Datum Converted From N.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon 6.0.1. Datum Conversion Factor= (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be required to attach and accommodate other work. It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The Engineer shall be notified if soil conditions encountered differ from the noted assumptions. All requirements for site preparation and soil compaction specified in the soils report shall be followed unless more stringent requirements are specified in these plans. Site Plan Key I 000000000000 000000000000< DENOTES PROPOSED PERVIOUS BELGARD AQUA-BRIC 000000000000< PERVIOUS PAVERS ON PERMEABLE BASE < DENOTES CONCRETE OR CONCRETE SET PAVERS/BRICK - - - - - - IX4 PT PINE EDGING X 20 -- 19 18 ULA_ - 16 15 1 GRASS Sun i3 GRAVEL / OYSTER SHELL " MULCH SEA OATS SALT MEADOW HAS' - - - EXISTING GRADE CONTOURS X 15.5 EXISTING SURVEYOR SPOT ELEVATIONS \ NEW CONTOURS 130.446 To CCCLa *rn \F /%dj/r f 1 iY1 r, " ' - - - I O O II O Ln W 1. 'N EW +21.5767 I Cn �0 U I NAVr ix� in �2. / r y j 7 N 3. 1 \ y I o a 4 ,yZ phase 1phase 1 cocreteporeeOnerete porch �* , 5cn . I x 6. Ad I � 7. 3• / I I v s 8. /.. � � �Y•. ,s�v � NEW wood M decking . K r M eat r , 4y-..�� ` � °� � n✓' ` � �.,( NEW +21.5767' vI r �� :,• �. ' E +, "€ � as , :NAVD I I r10 : d... ... : _a. _ 1 �,,,:� c -, j P- _ • I .`721 T „„ ,,, F *.�\� .>,..... .., „... .,�.�.,' . - _ I _ _ W 31 - ., „ 1 v lr, 1 Z 1 Under gTOUrd �6 / • ,� . �^ � ' I I i I J 11 e tail ! .:.. ... v ....., Pry Id ou h u I _. ( C,I "gat,,, 12 q N t I � -� 6 p\ I NAVD' I r 22' 13 8' 13.292' 2 e Z m / - 5 vvA . ogcr ee ingds ° - 1�;Izj _ _ O st----'--- --- -----r---- ----- . /. 20, --- , 0 , Yard Setback ,_ ,;,fit- � U 12 13 14 o _ _ =�-, - .` y h 48" brick wall & gate i` ZIN p14 slo 19 l.. - p. sloe I oI� 15 6' 2 sloe from hale 1 _ , P , � 9 • V - p C) c9 Cf) NAVD ` L9 - - - NAVD x 119 x 13 i 7'TOCC 16 17- 18 - 19 e N I ®aluminum fence - - S83-23'1 4"W (S83°23' 14"W 150.05' IRO -IRON) 193.93' WATER I Z m I install silt fence around'construation site ---- - _ 133.48' - - METER ¢i W 1 92.13' N Iit \ 3 a Q a u qo' D Li 0 10 Z71. / ice% ✓� c k \\ ' > � /y / r ?01 Slr rY W / 1 yGv� '� //G//� /r a P 4 v / /- ✓ o O s /✓,�,d \... ..�- / - : / ,// ice"✓> i. i r in LO MR, 2 STORY WOOD FRAME v RESIDENCE NO 1717 `\... �Or i ✓/viii_ / %�, 20.7 I - m 17.3 15.3 12.2 O N -i I I I 1 0-1 existing 4'20 19 o , 18 F17 existi 16 alumin 15 rice 14 13 i 2 aluminum fence I i Z D a i - - O 0- r a Site Plan Notes This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors , INC. of Jacksonville Beach, January 25th 2017. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. A.Vork shown is new unless specifically noted as existing. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Atlantic Beach, FL . Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water withoutg or ponding. ondin p g. Silt fence will be provided along property line in best place for the erosion control House structure 2 stories, not to exceed 35 feet in height. No more than 12" of fill to be added to site, verify with appropriate counsel. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes. A°u New Site Plan 0 2' 4' 6' 8' 10' 12' 14' 16' +.ex �td.r<;.;,a, KK fi ,<:•ri'aC•. 1 I 11, � n,•d0 „t,: 011 2061 10,11"', 1 Copyright ©2018 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, and specifications of this document are the property of Starr Sanford Design Associates, Inc. No part of these documents shall be copied, disclosed to others, or re reduced in part or whole in any }orm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. iff DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 1/31/18 Revised: Sheet Al2 Q0 J C � � 1 O 4: N U ^ +� - E d O •F-4 U � GJ G: O 16 U) U S- WJ Gi M rB -41 DRAWN: MLS CONSTRUCTION DRAWINGS Project #: 16012 Date: 1/31/18 Revised: Sheet Al2 I Legal Description Existing Lot Area Calculations I` Lot 20, North Atlantic Beach - Unit No. 1 - R -c -b -s- Corporation As Recorded In Plat Lot 13,624 sq ft Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together Existing Impervious Roofed Structures 2,611 sq ft 19.16% I I I ' I With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, ,I / / I' Pages 177 And 178, And Except Those Lands Lying Easterly Of The Erosion Control Existing pervious Decking @ 0% to be removed 662 sq ft 0 IExisting Line For Said Duval County. Existing Impervious Driveway 2224 sq ft 16.31 % I LN Legal Description Impervious additional concrete 18 sq ft 0.13% ' I Existing Total Impervious 4,853 sq ft 35.62% I 1 15-10 09 -2S -29E .320 13 ...,., 2 N ATLANTIC BEACH UNIT NO 1 New Lot Area Calculations 3 LOT 20,S 1/2 CL ST N THEREOF 19.2 PIPE, NO CAP , 0 I I I Lot 13,624 sq ft - - --- �--- _ Notes: New Impervious Roofed Structures 3,421 sq ft 25.11 % I 1. This Is A Boundary And Topographic Survey. New Impervious (concre�e), walkways, driveways 2,243 sq ft 16.46% I2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. New pervious pavers 486 @ 50% 243 sq ft 1.78 L 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval Pool &Pool Coping 339 sq ft 2.49 12 County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 21, Wood Decking 1,155 @ 0% 0 sq ft 0 1992, Being S 06°32'05" E. New Total Impervious 6,246 sq ft 45.84% y.1 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station - :\ I 872-0291 (Jacksonville Beach). Maximum allowable Lot Coverage 50% I I Mean High Water = 2.10 Tide Range = 5.07 T/�'� 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2: DESIGN CRITERIA: "Seasonal High-water Line" Means The Line Formed By The Intersection Of The Rising Building Classification: Residential IShore And The Elevation Of 150 Percent Of The Local Mean Tidal Range Above Local Building Type: Type V Construction covered Mean High Water. Y NAVll wood deck 14 Unless otherwise noted, project site considerations shall be the responsibility of the a I I I I I I I � 1 19.6 ............... .....,�r r.......�........ Mhw Elev. + (1.5 X Tidal Range )=Shwl owner and/or contractor. Examples of such items include, but shall not be limited to, - 2.10 + (1.5 X 5.07') = 9.70 (Navd 1988) determination of grade elevations, drainage features, and special requirements associated I 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. with FEMA flood hazard and/or DEP zones. F-7 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat The contractor is responsible for the means and methods of construction. It is the I I ' Book 35, Pages 59, 59a, 59b. contractor's sole responsibility to determine the procedure, sequence, and temporary 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. bracing as to insure the safety of the building and its component parts during construction. Elevation=13.20 (N.g.v.d. 1929) � 8. All Pipes In Sanitary Manholes Are 6" Pvc. The contractor shall verify all conditions and dimensions at the job site prior to phase 1 commencing work. 9. Elevation Datum Converted From N.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon concrete porcNNIh 6.0.1. Datum Conversion Factor= (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, openings, sleeves, hangers, slab depressions, or other components as may be i required to attach and accommodate other work. OD N I It is the owner's and/or contractor's responsibility to obtain a soils exploration report. The 17 Engineer shall be notified if soil conditions encountered differ from the noted phase 2 assumptions. All requirements for site preparation and soil compaction specified in the t I soils report shall be followed unless more stringent requirements are specified to these sk I plans. I C I NEW +21 .5767' 1 Y NAVID U 1.5 : I I I I ' I NEW +21.5767' ,I / / LIJ I )RY FRAME J NAVA I I phase I I , No. 1719 I� ( wood deck existing 5' wood fence I 20 19 18 17 16 ri4 x_ ..�..�................. ..........h, ............ 13 ...,., _ . I 19.2 PIPE, NO CAP , 0 I I I AWall And I 1 ��------1----�- -`-- -�- ret A/C Pasi-------- ----�----�` p L o e airOF 12 LQ I y.1 CJ 13 :\ I \ O I I 3 slope � I T/�'� 16 X 15.5 NEW +21 .5767' 1 Y NAVID I I : I I I I ' I NEW +21.5767' ,I / / LIJ I )RY FRAME NAVA I I phase I I , No. 1719 • ( wood deck 1.91 J _ . I \ , 0 I I I I I 1 CL. W L IN'lr 0. 12 LQ I I CJ 13 :\ I _. "" O E. T/�'� I V NEW +21.5767' t� I- Y NAVll I $ 14 SlopeI u.W.................. a I I I I I I I � 1 19.6 ............... .....,�r r.......�........ n� 691916X � \/ �� I /\ existing 4' f/ I I ON) 193.93' ] I I ' / / I y � phase 1 Im concrete porcNNIh i OD N I 17 Mgs phase 2 wood deck 18 1 L I I 16 X 15.5 ,1 I I NEW +21.5767' ,I / / 16 X 15.5 19 20. 21. 22. 23. EXISTING GRADE CONTOURS ExISTING SURVEYOR SPOT ELEVATIONS NEW CONTOURS Site Plan Notes This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors , INC. of Jacksonville Beach, January 25th 2017. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. Work shown is new unless specifically noted as existing. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Atlantic Beach, FL . Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. Silt fence will be provided along property line in best place for the erosion control House structure 2 stories, not to exceed 35 feet in height. No more than 12" of fill to be added to site, verify with appropriate counsel. I?o not scale Drawings. Use only c.Ilnensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes. All Concrete drivewayaprons must be 5 thick 4 000 psi, with fibermesh from p p , edge of pavement to the property line. Reinforcing rods of e sh are not allowed in the right-of-way. Full erosion control measures must be installed and approved prior to beginning any earch disturbing activities. Contact the City of Atlantic Beach Inspection Line to request an Erosion and Sediment Control Inspection prior to start of construction. All run off must remain on-site during construction. If` storage is required, a post construction topographic survey documenting propoer construction will be required. All water runoff must go to retention area and retention overflow must run to street. Roll off container must be on City approved list. Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. All runoff must remain on site, cannot raise lot elevation. Maximum driveway width within the City right-of-way is 20'-0". Pervious pavers must be used to receive 50% credit. Copyright ©2oi8 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anc s�ecifications of this document are te property of Starr Sanford Design Asociates, Inc. No part of these documents shall be copied, disclosed to others, or repproduced in part or whole in any 3orm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION DRAWINGS Project 16012 Date: 4/19/18 Revised: 2 -JUNE 1 2018 Sheet A1.5 ' I' I I NEW +21.5767' LIJ NAVA I , 1 Z 10 • I _nope _ _ ' 'r- / J _ . , 0 11 I I 1 CL. L IN'lr 0. 12 ttspap I CJ 13 idrr-gsept s IpCliY�aCspe ad ' .......1L......._ ........... ......................m. T/�'� V i r 0 14 SlopeI u.W.................. a I I I I I I I � 1 19.6 ............... .....,�r r.......�........ cr W 15 existing 4' �� E9l8 existi6aluin15nce��13 12 �7 ON) 193.93' aluminum fence1V / / y � Im 17 Mgs �c7 18 19 20. 21. 22. 23. EXISTING GRADE CONTOURS ExISTING SURVEYOR SPOT ELEVATIONS NEW CONTOURS Site Plan Notes This drawing is based on a boundary and/or topographic survey made by Boatwright Land Surveyors , INC. of Jacksonville Beach, January 25th 2017. See site survey for existing conditions not shown on this plan. Contractor shall establish finish floor elevation. Building layout dimensions are shown to outside face of foundation wall. See Floor Plans for clarification. Parking dimensions are shown to front of curb unless noted otherwise. Curb & gutter dimensions are shown to back of curb unless noted otherwise. Work shown is new unless specifically noted as existing. The General Contractor shall verify all property lines, easements, dimensions & setback requirements w/the appropriate department of Atlantic Beach, FL . Construction materials, equipment & procedures shall be in general accord with the Florida Department of Transportation "Standard Specifications for Highway Constructions", latest edition, as modified by technical specifications. All driveways shall extend entirely to public streets to which they connect, whether shown or not shown. Transition smoothly from new asphalt to existing asphalt in a manner that will facilitate the smooth flow of water without puddling or ponding. Silt fence will be provided along property line in best place for the erosion control House structure 2 stories, not to exceed 35 feet in height. No more than 12" of fill to be added to site, verify with appropriate counsel. I?o not scale Drawings. Use only c.Ilnensions shown on drawings. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions & conditions at jobsite. See A0.1 for specifications & Notes. All Concrete drivewayaprons must be 5 thick 4 000 psi, with fibermesh from p p , edge of pavement to the property line. Reinforcing rods of e sh are not allowed in the right-of-way. Full erosion control measures must be installed and approved prior to beginning any earch disturbing activities. Contact the City of Atlantic Beach Inspection Line to request an Erosion and Sediment Control Inspection prior to start of construction. All run off must remain on-site during construction. If` storage is required, a post construction topographic survey documenting propoer construction will be required. All water runoff must go to retention area and retention overflow must run to street. Roll off container must be on City approved list. Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. All runoff must remain on site, cannot raise lot elevation. Maximum driveway width within the City right-of-way is 20'-0". Pervious pavers must be used to receive 50% credit. Copyright ©2oi8 Starr Sanford Design Associates, Inc. All rights reserved. The design concepts drawings, written material, anc s�ecifications of this document are te property of Starr Sanford Design Asociates, Inc. No part of these documents shall be copied, disclosed to others, or repproduced in part or whole in any 3orm without the written consent of Starr Sanford Design Associates, Inc. Do not scale drawings. Use given dimensions only. If not shown, verify the correct dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions and conditions of the job site. DRAWN: MLS CONSTRUCTION DRAWINGS Project 16012 Date: 4/19/18 Revised: 2 -JUNE 1 2018 Sheet A1.5 AxGF PPWI OF'POS1£ F-,5 D.E.P. MONUMENT No. 72-81-A17 NORTHING -2186046.2 v �1 EASTING=3739021 u pppF pyo �,qg g mT Oj FLOOD INSURANCE RATE MAP No. 12031CO407H v -- FLOOD INSURANCE RATE MAP �"' �`+ No. 12031CO409H r o,rn 0 f C TT1 D.E.P. MONUMENT No. 7 NORTHING -2183562.4 EASTING=374065.2 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" (AREA OUTSIDE OF 0.27 ANNUAL CHANCE FLOODPLAIN) AND "AD" (DEPTH 2') AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP Nos. 12031CO407H AND 12031C0409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. 'NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER.- (— — :HFCKED BY_ FILE: 2Oy7-1454 DRAWNI WIcL I VI 0 Erl 2 STORY WOOD FRAME RESIDENCE No. 1721 z1.6: 7th S I (SEE 1 RIGHT OF WAY, CLOSED BY D y N8323.19`14� j50.37 IftO11 IRON �•yg REC N 23E $ 4 E ,ro.02' e, 1 t� � 7� 5• ( ODK 1312, PAGES 177 8 I RoIU� — -w x xlb x°a °��ItT3 Q ' D I ) ' Z ,1 I 1 \\ I i O I s.r 5ss I . s, 2 STORY WOOD FRAME RESIDENCE No. 1717 9.d 4 IIIg�i UjRST, 'FJ A115 Ixt18I .I I I sv.. II RK: NAIL IN A PALM f TO 1671 PALM ELEVATION=13.20 1929) (12.10 N -A -VD. �L ¢ 1A ZO 40 y SCALE: 1" a 20' 1 in c- AGAR SHOWING SURVEY OF LOT 20, NORTH ATLANTIC BEACH - UNIT No. i - R -C -B -S- CORPORATION AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THE SOUTH 20 FEET OF 17th STREET AS CLOSED AND RECORDED IN DEED BOOK 1312, PAGES 177 AND 178,. AND EXCEPT THOSE LANDS LYING EASTERLY OF THE EROSION CONTROL LINE FOR SAID DUVAL COUNTY. I I i x. \ t'�+Qf !'1' 1 '' \ I � � I x,4.5 ��W � •W-' I � '' x ?' �§§F �� fi 9 I' 1 1 1 1 1 I, I 1 I 1 NOTES, 1. THIS ISA BOUNDARY AND TOPOGRAPHIC SURVEY. I 2. BEARINGS BASED ON A UNE FROM THE DEPARTMENT OF - I I NATURAL RESOURCES MONUMENT NO. CONSTRUCTION CO TO N0. 1 I FOR DU.016 O PER COASTAL CONSTRUCTION CONTROL UNE FOR DUVAL COUNTY, FLORIDA AS RECORDED IN MAP BOOK I { C, PAGES 72 THROUGH 72H APPROVED JULY 27, 1992, ( I BEING 5 06'32'05' E. 3. MEAN HIGH WATER LINE IS BASED ON EXTENDED PUBLISHED DATUM FOR TIDE STATION 872-0291 MEAN HIGNVLLZ WATERA=H 2.10 PDE RANGE = 5.07 1 4. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA I STATUTES CHAPTER 161.053 (6)(A)2: "SEASONAL ( I HIGH-WATER UNE' MEANS THE UNE FORMED BY THE I INTERSECTION OF hIE RISING SHORE AND THE ELEVATION OF 150 PERCENT OF THE LOCAL MEAN TIDAL RANGE ABOVE I i LOCAL MEAN HIGH WATER - MW W ATER.MAW ELEV. + (1.5 X TIDAL RANGE )=SHM, I 2.10 + (1.5 x 5.07) = 9.70 (NAW 1966) 5. EROSION CONTROL UNE IS EASTERLY BOUNDARY OF ( I SURVEYED LANDS. 1 6. EROSION CONTROL UNE BASED ON THE STATE PLANE COORDINATES AS RECORDED IN PLAT BOOK 35, PAGES 59, 1 59A, 598. ( 7. BENCH MARK USED IS NAIL IN A PALM ADJACENT TO 1671 BEACH AVENUE. ELEVATION=13.20 (N.G.VD. 1929) 8, ALL PIPES IN SANITARY MANHOLES ARE 6' PVC. 1 9. ELEVATIONDATUM CONVERTED FROM N.G.V.D. 1929 TO 1 N.A.VD. 1968 USING CORPSCQ4 6.0.7. DATUM CONVERSION 1 ( FACTOR- (N.A. Y.D. 1988)=(N.G.V.D. 1929-1.10') 10. THE PROPERTY OWNER OF RECORD IS MICHAEL R. ( I MULARKEY, AS PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE. DE P. UPDATE- OCTOBER 30, 2017 REVISED FINISHED FLOOR ELEVATION- JANUARY 25, 2017 D.E.P. TOPOGRAPHIC SURVEY- DECEMBER 14, 2016 G THIS SURVEY WAS MADE FOR THE BENEFIT OF MICHAEL R. MULARKEY AND ELIZABETH C. MULARKEY. DONN W. BOATWRIGHT, P.S.M. FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 FLOR! DA DATE: MAY i, 2012 SHEET OF (so4)2a1-8550 A x xlb x°a { r ' D Z l I i O I � n 1�1 x D G THIS SURVEY WAS MADE FOR THE BENEFIT OF MICHAEL R. MULARKEY AND ELIZABETH C. MULARKEY. DONN W. BOATWRIGHT, P.S.M. FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 FLOR! DA DATE: MAY i, 2012 SHEET OF (so4)2a1-8550 W �rn A g~= �g Oi FLOOD INSURANCE RATE MAP a No 12031CO407H A FLOOD INSURANCE RATE MAP No. 12031CO409H 0 om 0 rn D.EP. MONUMENT No. 72-81-A18 NORTHING -2183562.4 EASTING-374065.2 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" (AREA OUTSIDE OF 0.2% ANNUAL CHANCE FLOODPLAIN) AND "AO" (DEPTH 2') AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP Nos. 12031CO407H AND 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER." ;NECKED BY: ' FILE: 2017-14_ 54 ^�IORAWN BY: CL STORY WOOD FRAME :SIDENCE No. 1721 17*h STREET BY T OF Y. CLOS Y8328,19" 14 E. '34 t � VIE NNE i 11. I I \I \ I � \ / 13121 PAGES 177 & I - I� I I I I I I I 1 I I 1 I I 1 i Y 2 STORY WODD FRAME i RESIDENCE No. 1717 t 9.0 { I 1 I I I a -4r I I I I I I I I I tK; NAIL IN A PALM II TO 1671 PALM . LEVATON=13.20 1929) (12.10 N.AV.D. 1 0 f0 20 40 SCALE: t" - 20 MAP SHOWING SURVEY OF LOT 20, NORTH ATLANTIC BEACH - UNIT No, i - R -C -B -S- CORPORATION AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THE SOUTH 20 FEET OF 17th STREET AS CLOSED AND RECORDED IN DEED BOOK 1312, PAGES 177 AND 178, AND EXCEPT THOSE LANDS LYING EASTERLY OF THE EROSION CONTROL LINE FOR SAID DUVAL COUNTY. I I x % id3 t x1'� I I 15 p ( i I i I I i I HI � 1 1 ( NO S. I I 1. THIS IS A BOUNDARY AND TOPOGRAPHIG SURVEY. 1 2. BEARINGS BASED ON A UNE FROM THE DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72-81-A17 TO N0. I II FOR DU 18 AS PER COASTAL CONSTRUCTION CONTROL UNE ( FOR DUVAL COUNTY, FLORIDA AS RECORDED IN MAP 800K ( I C. PACES 72 THROUGH 72H APPROVED JULY 21. 1992, BEING S 06'32'05" E. I 3. MEAN HIGH WATER UNE IS BASED ON EXTENDED I PUBLISHED DATUM FOR TIDE STATION 672-0291 (JACKSONVILLE BEACH). MEAN HIGH WATER = 2.10 I TIDE RANGE = 5.07 ( 4. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA 1 STATUTES CHAPTER 161.053 (6)(A)2: "SEASONAL I INTERSECTION OF F THE RISING SHORE AND THE ELEVATION ( F 150 PERCENT F THE LOCAL MEAN TIDAL RANGE ABOVE LOCAL MEAN NIGH WATER. I MHW ELEV + (1.5 X TIDAL RANCE )-S W. ( 2.10 + (1.5 X 5.07) = 9.70 (NAVD 1988) I 5. EROSION CONTROL UNE IS EASTERLY BOUNDARY F SURVEYED LANDS. 6. EROSION CONTROL UNE BASED ON THE STATE PLANE ( COORDINATES AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A, 'a- 7. BENCH MARK USED IS NAIL IN A PALM ADJACENT TO I 1671 BEACH AVENUE. -IiF I 8. ALL PIPES IN SANITARY M I O 6 PVC. 9. ELEVATION DATUM CONVERTED FROM N.G. V.D. 7929 TO I N.A.VO. 1988 USING CORPSCON 8.0.1. DATUM CONVERSION I FACTOR= (N.AY.O. 79887=(N.G_VD. 1929=LVU 10. THE WiOPERR'97110EIZ-bF IS MICHAEL R. 1 MULARKEY, AS PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE. D.E.P. UPDATE- OCTOBER X 2017 REVISED FINISHED FLOOR ELEVATION- JANUARY 25. 2017 Q.E.P. TOPOGRAPHIC SURVEY- DECEMBER 14, 2016 AMRF PQWT 0.ModIE x-.3 h 4115 D.E.P. MONUMENT No. 72-81-A17 NORTHINO-2186046.2 ol EASTINO-373902.1 ,wCtE Aawr aasnsn' R -I6 W �rn A g~= �g Oi FLOOD INSURANCE RATE MAP a No 12031CO407H A FLOOD INSURANCE RATE MAP No. 12031CO409H 0 om 0 rn D.EP. MONUMENT No. 72-81-A18 NORTHING -2183562.4 EASTING-374065.2 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" (AREA OUTSIDE OF 0.2% ANNUAL CHANCE FLOODPLAIN) AND "AO" (DEPTH 2') AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP Nos. 12031CO407H AND 12031CO409H, REVISED JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. "NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER." ;NECKED BY: ' FILE: 2017-14_ 54 ^�IORAWN BY: CL STORY WOOD FRAME :SIDENCE No. 1721 17*h STREET BY T OF Y. CLOS Y8328,19" 14 E. '34 t � VIE NNE i 11. I I \I \ I � \ / 13121 PAGES 177 & I - I� I I I I I I I 1 I I 1 I I 1 i Y 2 STORY WODD FRAME i RESIDENCE No. 1717 t 9.0 { I 1 I I I a -4r I I I I I I I I I tK; NAIL IN A PALM II TO 1671 PALM . LEVATON=13.20 1929) (12.10 N.AV.D. 1 0 f0 20 40 SCALE: t" - 20 MAP SHOWING SURVEY OF LOT 20, NORTH ATLANTIC BEACH - UNIT No, i - R -C -B -S- CORPORATION AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA, TOGETHER WITH THE SOUTH 20 FEET OF 17th STREET AS CLOSED AND RECORDED IN DEED BOOK 1312, PAGES 177 AND 178, AND EXCEPT THOSE LANDS LYING EASTERLY OF THE EROSION CONTROL LINE FOR SAID DUVAL COUNTY. I I x % id3 t x1'� I I 15 p ( i I i I I i I HI � 1 1 ( NO S. I I 1. THIS IS A BOUNDARY AND TOPOGRAPHIG SURVEY. 1 2. BEARINGS BASED ON A UNE FROM THE DEPARTMENT OF NATURAL RESOURCES MONUMENT NO. 72-81-A17 TO N0. I II FOR DU 18 AS PER COASTAL CONSTRUCTION CONTROL UNE ( FOR DUVAL COUNTY, FLORIDA AS RECORDED IN MAP 800K ( I C. PACES 72 THROUGH 72H APPROVED JULY 21. 1992, BEING S 06'32'05" E. I 3. MEAN HIGH WATER UNE IS BASED ON EXTENDED I PUBLISHED DATUM FOR TIDE STATION 672-0291 (JACKSONVILLE BEACH). MEAN HIGH WATER = 2.10 I TIDE RANGE = 5.07 ( 4. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA 1 STATUTES CHAPTER 161.053 (6)(A)2: "SEASONAL I INTERSECTION OF F THE RISING SHORE AND THE ELEVATION ( F 150 PERCENT F THE LOCAL MEAN TIDAL RANGE ABOVE LOCAL MEAN NIGH WATER. I MHW ELEV + (1.5 X TIDAL RANCE )-S W. ( 2.10 + (1.5 X 5.07) = 9.70 (NAVD 1988) I 5. EROSION CONTROL UNE IS EASTERLY BOUNDARY F SURVEYED LANDS. 6. EROSION CONTROL UNE BASED ON THE STATE PLANE ( COORDINATES AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A, 'a- 7. BENCH MARK USED IS NAIL IN A PALM ADJACENT TO I 1671 BEACH AVENUE. -IiF I 8. ALL PIPES IN SANITARY M I O 6 PVC. 9. ELEVATION DATUM CONVERTED FROM N.G. V.D. 7929 TO I N.A.VO. 1988 USING CORPSCON 8.0.1. DATUM CONVERSION I FACTOR= (N.AY.O. 79887=(N.G_VD. 1929=LVU 10. THE WiOPERR'97110EIZ-bF IS MICHAEL R. 1 MULARKEY, AS PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE. D.E.P. UPDATE- OCTOBER X 2017 REVISED FINISHED FLOOR ELEVATION- JANUARY 25. 2017 Q.E.P. TOPOGRAPHIC SURVEY- DECEMBER 14, 2016 THIS SURVEY WAS MADE FOR THE BENEFIT OF MICHAEL R. MULARKEY AND ELIZABETH C. MULARKEY. DONN W. BOATWRIGHT, P.S.M. FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 DATE: MAY 1, 2012 SHEET 1 OF , (so4)241—esso j z 11 i �° C) rn % Z THIS SURVEY WAS MADE FOR THE BENEFIT OF MICHAEL R. MULARKEY AND ELIZABETH C. MULARKEY. DONN W. BOATWRIGHT, P.S.M. FLA. LIC. SURVEYOR AND MAPPER No. LS 3295 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672 DATE: MAY 1, 2012 SHEET 1 OF , (so4)241—esso