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201 MAGNOLIA ST - POOL DRAWINGS E LOT 513, SECTION No. 3 SALTAIR, AS RECORDED IN PLAT BOOK 10, PAGE 16 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 32'-0,' 14'-0" : ; STEVEN _ ., ❑ o . . — . . — . . — . . — . . — . . — . . . . — . . — . . — . . — . . — . . — . . _ - CD NORTH D . PAPKE F7 F -1 ,• ------ • NORTH POND PART ---- -- In POND , PART B L_ I -------------- { NORTH POND PART A PIPE. A���.1 IT E�j T 1 l R . i I ;--------- -----; { 4.5' X 31.5' BOTTOM (141.75) I ��� L ) lElv 5' X 32' TOB (160) ? E { I V = 315 ` 96231 High Pointe flI 1v e II � I I { s Fernandina I each, H �?�)�- { ► { { I NORTH POND PART B 7 X 13.5, BOTTOM (94.5) c { I 7.5 X 14 TOB 105 - SND ' CW 3 I I { ( ) P ---- - { V = 207 ...:` 02, ,, "►� �':� --- { I I { 100. (FlEW� =- I ALL PONDS : _.. { { � � I SOUTHWEST POND - FENCE A c PADs,► S1RUC'tt1�AL � TOP OF BANK, 8.5 E I •` --•�-�---- •��� LUIS PONTI ASSOCIATES, PA I � � { ._._._ 6 WOOD _ I 2 10.8' X 15' BOTTOM 162 -� - -- ° i # __. -- Q ❑ m 0. CA BOTTOM ELEV, 8.0 I ( ) ......1111............... ... _ 11.8' X 16' TOB (188.8) 20.1' :4 . V = 371 D E POSED TWO STORY �' Poo R . I { PRO SOUTHEAST POND 796 SQFT RESIDENE E COVERED o`-:: j �': (CONCR PATIO a3 SQFT 0 8.333' X 35' BOTTOM (291.655) _ FovNpAT10N) (coNCRE�) �.. m o ' �' • FT a 16 -0 ! I { I 9.333' X 36' TOB (335.988) $. BRICK PAVERS SQFT Z y' c� ._. .. l 1111 DRIVEWAY � a m L - --- - --j V = 661 �¢�.: ° 9.9 b/� ` ................ 2 ` ........ . { TOTAL REQUIRED TREATMENT VOLUME: 1512 `- F0t�10' _...............,... oar» Pte. CW E�llBRICK PAVERS N 0..2.-. — TOTAL SUPPLIED TREATMENT VOLUME. 1554 - EI ` • __ _---•- ----------------� E ( (' �,`,' 19C'IOr44'" f _1_11_1 F ��.,,,.-:� .. (+42 FT3 SURPLUS ) ; __ SOUTHWEST POND _ d- ' _" SOUTHEAST POND I �- ,, - 99.62!(i �.. E113 t 1 J^ . . — . . — . . 7 Ig CAP ------------ : ---------- D "' --- � _1111 _.. - ."� •.: - .� 30 -0 - ��:� NOTES LEGEND " c� 1. THIS IS A PLOT PLAN. -vim— = WATER FLOW DIRECTION 2. NO BUILDING RESTRICTION LINES PER PLAT. , 3. INTERIOR ANGLES PER FIELD SURVEY. -" . = FIRE HYDRANT , 4. NORTH PROTRACTED FROM PLAT. �- 5. TOTAL AREA = 5002 SQFT SQFT = SQUARE FEET = �,��- _ TOTAL IMPERVIOUS AREA - 1999 SQFT TOTAL PERMEABLE PAVERS = 879 SQFT _ .., 1111... �. •,. ,..� -:, �,�.w,4-,.. _ �x � s� 48.8X , Z TOTAL LOT COVERAGE: N - . e 2 SUPFLIED TREATMENT VOLUME DIAGRAM - Fj q 10 20 40 A1.01 1/8'=1'-0' um SCALE: 1" = 20' • ALL RETENTION AREAS MUST HAVE AN OVERFLOW DIP/WI R W/ DRAINAGE 1 d OVERFLOW TO STREET, TYPICAL • ALL DOWNSPOUTS FROM ROOF MUST DRAIN TO COLLECTI N PIPE OR THE PROPERTY SHOWN HEREON APPEARS THIS MAP WAS MADE FOR THE BENEFIT OF TERMINATE IN A RETENTION AREA INDICATED. RYAN THOMAS WEEKS & AMBER PAGE WEEKS TO LIE IN FLOOD ZONE "X" (AREA OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. m 12031 CO409C, REVISED JUNE 3, 2013 FOR ° . . — — — • • — — • — • • — • — — . . — — . — . . — . — — . . U VA L COUNTY, FLORIDA. -------------------------------- --- --- --- ------------ -- -- ---------------- . — • — — • — • . — . — — D .> .- • PROPOSED r -1 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED PR "NOT VALID WITHOUT THE SIGNATURE AND THE - - ---- ----__—' -- SURVEYOR AND MAPPER." FLA. LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 I PORTALET ' ' --- _ - --- --- --------------- -. _ 1111- _ --- - ----- -------- _---- -------------- ;.> f , LOCATION ---- - ; ' , . , L — — J �, -------------------- -------- --.-.-...--------------------------------- ---------------------------------- ----------------------- - --------'---- ---------------------- --- r. .., ;. JAH f .� JANUARY 0 2015 -------- ---------- -- — 2016 0011 ,, ;..., . : J; ,.,...f....... E' 1111? iE ,. , Z i _-- _- -� { — — — — — — — — — — — — —� ; j 1 SURVEY 1 I I i i I THIS SURVEY IS INCLUDED AS REFERENCE FOR THIS SCOPE OF WORK BUT WAS NOT PRODUCED BY THE ARCHITECT OF RECORD. 1T IS INCLUDED AS s a P I I PROVIDED WITH ALL ELECTRONIC INFORMATION. NO CHANGES HAVE BEEN MADE TO THE ORIGINAL FILE. ANY INQUIRES SHALL BE MADE TO THE SITE ACCESS I ON SITE SURVEYOR DIRECTLY. I I I I REVISIONS: OR OPENINGS .; I PARKING I I IN SILT FENCE ' ' AREA --- TO COMPLY �� I - -� - - - - - -I- - _.. .. I. + r I T I -� WITH AHJ i i I; ---------------I--------- 1; -----------------------------------------'-'----------------------'--------------------- 1 fl MATERIAL PROPOSED / i I I ;; . I t} I STORAGE I DUMPSTER , I , 5/6/16 i ---------------------------------- - - - -- ----------------- -- ___ ......�.. r� I AREA I LOCATION I I oa�E• SLOPED STONE CAP • ' 640 SQ. FT. I W/ 12'-0" SURVEY,C- - - - - - - - - - - = -_---�- --------- --- ----------- --------- ------- --- - --------- --------- ------- --------- —- -_ —_________� I I I I E S MECHANCALLY DRIP EDGE CONT ------------._..--..._ .-__.- .----------- ``, X190 SQ. FT_ - X160 SQ. FT. ANCHORED TO CMU 7" ADDRESS LETTERING TREATMENT VOLUME ti e - SURFACE APPLIED 2f-011 O --------------- ---_----- STUCCO FINISH (STREET FACING) DIAGRAM CONTRACTOR TO M AI N T IN SI TE e METAL LATH NON D ----------- --------_----- ---- ---- - -- - - - 11.11 -- ........._ WAr01� SP SILT FENCING PER AHJ ACCESS AND SITE CON ROL 8" CMU GROUT "' WALL MOUNTED I 1� ' i Br sp _ SOLID. TERMINATE � LIGHT F IXTURES CD �. Ali N w STUCCO W/ VINYL 1'-6" IL 4'-6" ' 4'-6" 1'_6" PROCT NUMBER: 2015-2 J-BEAD01 lo -_ ------ -__111_1- _-------------------- -------- ---- ---------- ------_.......... ................------------------------------------------1.111... ................_ • �i 8X18" ■ 4 SITE COMPLIANCE DIAGRAM N FOUNDATION 3 LOW WALL W ADDRESS A1.01 1/8'=1'-0' d oo A1.01 1/2'=1'-0' • CONTRACTOR SHALL CONFIRM ALL PROPOSED SERVICE, ACCESS AND 6— PERMIT SET UTILITY LOCATIONS WITH AHJ PRIOR TO COMMENCEMENT OR NOTICE TO OWNER. 100 0 rJr 20 -1 3 4 59 -10 1 /4 ff )) )f ±13 6 / 5 0 10 0 5 0 f r :VERIFY IN FIELD F EXISTING FENCE #AND# AHU 1 2 ❑ • o N I- _I _I o PROPOSED - - -i I 00 FUTURE POOL EQUIPMENT" I I d— PORTALET _ I `�' /. ... I _______ L" TO BE COORDINATED BY , LOCATION _ _ I 0 I ------------- ' L J OWNER AND POOL "TEVEN „ „ „ I I MANUFACTURER �� t ,....... ..................:... ............J...;... ..t...{............ ...l...., } I I I Of D . PAPKE : : V) 1% Rpt , ::;:. .: / l , ...:: AVER EDGE SET I I IN CONCRETE �4 NEW 2 STORY FUTURE POOL COPING HAS ..- ... .t ./.... ... .:./. . : ..E.........,.......a..... : : I '� ' I ' K HIT URBEEN INCLUDED INWOOD FRAMED FUTURE MORTAR, TYP.; { _ , , . IhTERIOR DESIG NPOOL , ,.......,_%,. RETENTION PLAN CD : ", FFLR 900 I 962 31 High Pointe to I)rivePERMEABLE AREA CALCS I I f � LL- , Fernandina Ie1; 32034 i3L— ------------v------- Cz)j CD — I I I C� i r/ { � OWNER TO COORDINATE i f --- I I ) F --�-�--�- � ORDER AND PERMIT FUTURE NEW PE MEABLEPAVERS SET ON µ1 I ,f + ., WELL PUMP SEPARATELY cn�RAt. s : , ... , d— ' I ' LUIS PONTICO & ASSOCIATE PA I I I - SAND B D OVER COMPACTED FILL I ' ' ------ ----- ' ' I �' L— —J �l f : ••J r , © E-1 PATIO ____------------' PROPOSED 11 0 I DUMPSTER I z t;i i ---- --- �--r— »--rr---------- — --------y jCD LOCATION PER TYP. l / ! APPROVED CD FIRE , oi ! ; :%''.,. , , k ..,.;. ,. � I COAB I z o �- ;� HYDRANT o I I FRANCHISEE I � 12 0 I �, � - - - - - J W 4FT TALL SADOWBOX FENCE SILT FENCING AS REQUIRED BY 3 24" LOW WALL I ` AHJ TO LIMIT OF SITE DRAINAGE z A1.01 SITE RETENTION TO COMPLY �,..�.. _ W/STUCCO FINISH, DURING CONSTRUCTION N >- STONE CAP W REQUIREMENTS OF AHJ APPROXIMATE EDGE OF RIGHT OF WAY W 1 EXISTING CURB STOPS w x OF PARK STREET, ALSO KNOW AS DAVID STREET PER PLAT c 1 ARCHITECTURAL_ SITE PLAT' A1.00 1/8 t ST AUGUSTINE11' WHITE 57 STONE INFILL d SOD, TYPICAL „ ❑ AROUND CONDENSOR PADS i! .� / r i t 4 ti , '.4 r K :I - ------------- --------------- r' , -------------- i ---- ------- r.. W LLJ I I fa V) �/ � I I NEW 2 STORY <C I , WOOD FRAMED / CD FUTURE :2M I __ RESIDENCE IRRIGATION SYSTEM NOT FFLR 9.00 POOL Q ; - %'� INCLUDED IN THIS SCOPE u- LANTANA (6), TYP ' I ------------ OF WORK. 0 SIE1�11 D.PAPIE,AIA —UCOGE MMM r � RED DRACAENA PURPLE FOUNTAIN ' ' : ,- Li MAHATMA (3) TYP :I f,. GRASS: (15), TYPICAL 12FT ► r * '%' REVISIONS: ANNUALS, I I WASHINGTONIA DWARF CRETE ' ''" ` TYPICAL I _ �f PALM M YR TLE 2 , TYP I o , ;r 0 .. - .. .. .:'•. / .... '.„, ,J ria ,-J i; J r/ a /'•. , d v!�4 / .r ,r r / arei / r I•. J v. p .r•r4�' _� , � / .-,.. __••-___ /r. /., �r .... . / :. � .,., .,/. .... :r //'p.. —rte._, : / / t .. .. .. .: j..._.,.;..i�.. :..•;;; ate•+ :lr _ JASMINE•i -� = NE GROUND ';f; SJ /� r/. i l / f l 1 l / •/ f .3 / COVER, / .r+• r ��:�. TYPICAL f t 'C r.` n 4 T.� / / //, i• r / ..4 `r / / / ;3 ' 'i +J% s' 7 ,� r r• ,f r <l { r s 18FT 4 .r- r r.. \ �y r �r t� iJ -f DATE• 5/6/16 J: 1 r .r s ry '�- J. ::l'•r ilk/�. ��•J�%'.� sl 'J WASHING O� IA J/ r ' ms's // �f ar-'•'' ;>.. / �:, \ t 1 •1 �. /+` :'r.�, 1. rr'',1 �+•, :./ r. •.J, / f /r r l � f ., CRETE MYRTLE t. r/ 1 / ,r r t l ALM r / / i J +31.'r'•'�Y.- / : •-'._,.-.•',: ..,.J�.3h-r. jr .. r.: � s �.: 1 Si EPLAN 111,11 �J TYPICAL I T /• r •J'- y �f//f/J •'J / "tel 'l / J 1. l tel•; ':' F 3 , . . LANDSCAPE PLA i' By. t r ,r ?r . •J. •r / s , , _ f l.. �.. ./ DRAYM OEM V. / r 5 PROVIDE SLEEVED PERF PIPE YARD ST AUGUSTINE DWARF CRETE BOXWOOD PROJECT NUMBER: 2015-2 DRAINAGE SYSTEM TO AND BETWEEN SOD, TYPICAL MYRTLE (2), TYP (15), TYPICAL RETAINAGE AREAS, TYPICAL OF PARK STREET, ALSO KNOW AS DAVID STREET PER PLAT ....... .... ........ _.. ........ .... ......... .... ......... .... ......... ... .,...,.. .. ......... 2 ARCHITECTURAL LANDSCAPE PLAN PERMIT SET N / N =1 -0 A1.00 1/8 xxx.awG