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1475 BEACH AVE - SITE AND SURVEYS BOATWRIGHT RDEN LAND -x: _0 D EN L D S VEYORS ' FILE SURVEYORS COPY INC. December 30, 2014 Dan Arlington City of Atlantic Beach Building Department Atlantic Beach, Fl. 32233 Re: 1475 Beach Avenue-(BLS file#2013-0914-Average Grade Elevation) To Whom it May Concern: The survey for the above property was completed as required by the Atlantic Beach calculated average grade requirement as defined in Land Development Regulations Section 24-17. The survey dated October 2,2013 states the average grade elevation is 18.7 feet. S* erely,' I A c A er�ey,, '�wngh -�7 0 t DlU*onn . oaMfight Fla. Lic. Surveyor-md Aa�pir No. LS 3295 Florida Licnesed.SuTycyQ*- and Mapping Business No. LB 3672 1500 ROBERTS DRIVE - JACKSONVILLE BEACH, FL 32250 - (904) 241-8550 - FAX (904) 241-3346 TREE Z UBLIC ROAD P AVED P OF WAY 401 RIGHT U) 0 0 ............ SILT FENCE NOTEJ 5 MCSILT FENCE TO G WOOD FENCE FOUND IRON 1 .5 Q0 WHERE POSSIBLE PIPE NO CAP Qo N E�-,ISTING FFNCE Ix .8 3 \NOOD >1 1 . z 123 _V0 _O" (BIG SQP,.) ....... 0.101 �p\ON ON si ENCE NOTE: $ 1211E 20 215 - 3B) LOT N83*27 ......... rN.) ATT SILT FENCE TO (2) co E)as ING WOOD FENCE 4 c' 27 ) ,55 .0 C" WHE E POSSIBLE po z 0 1 .4 0 0 C S0B -TuNF_ 0 vER z 0 11 Mitt 9.8 CANTI 0 U) E-4 C\2 -TI�\l G 0"D ELj-�. 0 (y P-4 cr) co BAR E)(IS c E 3R 70 Z u� -4 R E rc)p \tqouD �:EN 6 ------ ----------- > rq FOUND -Jjuumg- m 0 11 --A cf) 0 .0 DRAINAGE U-1 �-4 co LE3 7 261 2183723.9 RETAINING WALL.- > - p OR-fHIN 3 12 0 r_ 0 - 1=4 �INAGE N .0 0.2 jW n- L-A) 4 0 1,4 14 c: le- - -8 13. FA,S-TING 530915 x x 11 .8 H rn (DO �D C\1 11 .63 x Fo > co 1401 12. x 2 09 2y2,, to 11 .5 r- z m 4� Z P4 M STORAGE -Ali X11 o.. 41-1- 7-.)-r-1 I-A X 12. LO 11 .47 T 10 CD W it 11 1%.- %..,J (3) r- M cc S P AVER S !,I )> z 1 .5 IAL SITE 0 __-WATER Lz a PAVEPS _u rl 311 0 rT1 00 GRAGE 0 1 r Qc I CC S I_�y . 1011 , 1 1 1 J) It I QO i 0 0 -------- dus 1 0 (2) x 11 .4B S-...:I! r 10 -------- m IN G�RAGE FLOOR _Tj (4 FI N�SH�iol 01 'a 0 crt (�o 7 16 -4 x /2.751 x 19.6 Ali It 1 .1 8 _ .!I1 � I F-LEVA X 19.6 11 .63 MAT 1AL1, 0 0 1 It t,4 10 19 0 11-1 s N A\/D x 119 7 AGE 'l If-. lie 'ZI mr. win it a TYARI) 2:1 > 5, G POOL -n I SITE N 1\5 VATIO ELE rq .25 M RIAL 21 M 0 SILT �ENC N \/D BB E co Y> N A OTE: __T_,�/ VI Im 1c, __ - - TTACH SILT\FENCE TO T 0 E A T -2 G OWO F NCR 11 .4 SST P 1 12 D 1 .5 Y % ORAGE ,lle4t* %N it \1_N 0 T�-�GARAGE LOT 9 t 3 If's 4 C) kLcoky F.. v -0 -Ti 11 .47, \bv v ua �-- I r co I p 0� I r 0 F I - --u c: TH 15 0 17 x NOR THE 11 .58 16.4 u cri, I I _,-.JL--- 8.7 0 c o 0 ip VIRAINAGE 19.5 D C\?It It DRAINAGE 7 (0 . CC S B F LO 0 F9 55 sOu-vH 10' 0 0 jsr SB3027 poN T E S 9.7 0 CCE 19 �RON 0 ):> 91 ' 0 4 \N 19 9 . SB3*2B 4 SILT FENCE NOTE� 21 ATTACH MT FENCE-To EXdSnNG WOOD FENCE 5 _B Fxis%G WHERE POSSIBLE 9 11 .52 FFNCE 59 -2" BRICK BLOCK 6) \NOOD cf) 11 .63 x IRON WALL FOUN 1\21p 123 -0" (BIG SQR .......... .......... ........... p I p LB 17o4 14 N(; '21B3659-1 28 BENCHMARK NOR 530920.6 <� EAS NC E--i SET MAG NAIL & ............ 3 V) DISC LB 3672 22 B Y4 ELEVATION 11 . 44 WINTER LL WOOD STEPS NAVD'88 F7 �D 1, 2 A C UNITS SUMMEP 0 NOTES: 1) OCCUPANCY CLASS: GROUP F-3 U) 2) APPLICABLE CODES: 2010 FL)RIDA BUILDING CODES, 2010 FLORDA FIRE PRVENTION CODE AND '.'GAB 6. CODE OF ORDINANCES 44 od M F-4 FRA E DECK SCALE t *0 t 0 3 5 TOR ONL Y RAG IST FLOOR 14.42 0 GARAGE FLOOR SCALE : NITS 1..4 ALL STRUCTURES, DRIVEWA)'S, SLABS, DECKING I N D E 0 F P A G E S AND PAVERS TO BE DEMOLI!-.;IIED AND REMOVED Al COVER SHEET, SITE AND DEMO' Lo A2 SITE DRAINAGE AND ER03ION PLAN c FLOOR A3 FOUNDATION' PLAN 75 FINISHED A A NOTES: 0 2 GARAGE PLAN 1..4 > A5 FIRST FLOOP PLAN THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. A6 SECOND FLROR PLAN COVERED ELEVATIONI FRONT AN6tL,-,F-,f---- ARCHITECTURAL DRAWINGS NO BUILDING RESTRICT10N LINE PER PLAT. BRICK WOOD A7 STEPS A8 ELEVATIOA REAR AND �GTIT BEARINGS BASED ON A LINE FROM D.N.R. MONUMENT No. 72-81-A18 TO A9 ELEVATIONS SECTIONS D.N.R. MONUMENT No. 72-81-A19 AS PER THE COASTAL CONSTRUCTION A10 ROOF PLAN CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS APPROVED JULY 21, 1992 BRICK AREA All DETAIL SHEET / SECTIO11S AND RECORDED IN MAP BOOK "C", PAGES 72 72H OF THE CURRENT 0 Al2 GARAGE ELECTRICAL i Z A13 FIRST FLOOR ELECTRICA� PLAN PUBLIC RECORDS OF SAID COUNTY. A 2�7 1 14 SECOND FLOOR ELECTRI�L PLAN CCCL DENOTES COASTAL C BY: ONSTRUCTION CONTROL LINE. STRUCTURAL DRAWINGS DRAWN EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED 0 L PLANS BY OTH�S ANY AND ALL ENGINEERING DRAWINGS TAKE STAFF -A . PROPERTY, AND WAS CALCULATED FROM COORDINATES OF SAID DNR - PRECEDENCE OVER ARCHITECTURAL DRAWINGS. MONUMENTS, AS PER THE EROSION CONTROL LINE FOR DUVAL COUNTY, BRICK&BLOCK 9B WALL FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 5 /Q .',d CHECKED BY: OF SAID PUBLIC RECORDS. --A Z DATE: RDED IN OFFICIAL THE GENERAL PERMIT LINE SHOWN HEREON IS AS RECO id 10.15.14 RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS 4 OF DUVAL COUNTY, FLORIDA. JL SCALE: THE COORDINATES SHOWN HEREON ARE FROM THE COASTAL CONSTRUCTION CONTROL LINE RECORDED DATA AND REFER TO NAD 27. THE PROPERTY THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" CORNER COORDINATES WERE ESTABLISHED USING GPS SPECTRA PREC18ION U) (AREA OF 0.2% ANNUAL FLOOD CHANCE), "AO" (DEPTH 2') AND I'VE" JOBNUMBER: EPOCH 25 L1A2 SYSTEM AND RUNNING TRIMBLE VRS SOFTWARE. (D (EL 16) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. ELEVATIONS ARE BASED ON NAVID 1988 AS ESTA13LISHED USING GPS. 12031CO409H EFFECTIVE JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. REVISED: MEAN HIGH WATER LINE ESTABLISHED USING E�TENDED DATUM FOR 0-) NOTE: TIDE STATION 872-0291 (JACKSONVILLE BEACH, MHW=2.10 N.A.V.D. THE BULKHEAD SHOWN HEREON WAS LOCATED IN LOTS 3 & 4, BLOCK 1988). TIDE RANGE-5.07'). 51 AND LOT. 2, BLOCK 62, ATLANTIC BEACH AS RECORDED IN PLAT DWG NO: CA BOOK 5, PAGE 65; AND IN LOT 1, NORTH ATLANTIC BEACH UNIT 1, AS r SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER RECORDED IN PLAT BOOK 15, PAGE 10, ALL OF THE CURRENT PUBLIC 16B-33.002(45), FLORIDA ADMINISTRATIVE CODE, MHW + (1-5 X RECORDS OF DUVAL COUNTY, FLORIDA. THE REMAINING BULKHEAD WAS CONNECTED FROM FOUND POINTS, MOST OF THE BULKHEAD IS BURIED czt�i T 5TH S LT X-CH T R DRAINAGE TIDE RANGE) 2.10 + (1.5 X 5.07) 9.71 N.A.V.D. (1985) UNDER SAND AND NOT EXCAVATED. A 1 14 ELEVATIONS ARE IN N.A.V.D. 1988 DATUM. OF I MIN III ET TH S IC ROAD U B'L S S 4o' NGHT OF WAY A 0 C3 ............................................ ...... ......... 0 .................. ......... SILT FENCE NOTE: to tLT FENCE T EMSTING WOOD FENCE 1 .5 5 ATTACH 8 0 FOUND 1\2" IRON Q0 WHERE POSSMIX PIPE NO CAP EyIsTING x 3 OD FENCE 3' \1qO >1 1 . 9-0, (BIG SQPI-) 0 N I z 123 �P\ON TO 0 )1 - 200.10 )1 - ........ ...... TCE NOTE: ` 12 F 215 . \3 B SILT FEL A77ACH SILN FENCE TO LOT 183027 ' 55 r:) co EXISTING W-001) FENCE 3027 ... 0 0 WHERE POSSIBLE N B . I I z L_ 4 C) TLIN'E 19'-11Y2 /C SLAB C\2 19.8 CANT 0 FL.1-�- -------- rn co ,Is 3R 0 cj� %. ., _y _4 --a- I I i II F-BAR F-FNCE co X , —*-79`2_(�.6 > rn FOUND R ro, \IqorjD a*- U) U) cr) > 0 cco: r LB 7 261 0 2183723.9 RETAINING WALL 2 1 .0 > DRAINAGE >3 NORTHIN 6. 0.2 1 KR I d. I Z.-.-- .1 3 12 wo 0 C-)o e\�, 4.0 _5�z ...- - I I ,," 4 530915,8 x at tt:. c: -1�t �4 6-4 13. 'D \ =.r - - _T, C:) GE it EAS-TING I i x PRAI �D C\2 x 11.8 5WATkXR JORAGE GE 11 .63 x 0 5YVALC 1 11 LE X17 6� I It 1 'x21 XI-ZF 12.0 WAT�R `V 21 % 11 .5-< -0 I'LL- --2y2,L G If I z "" I I I I ; rtr --- rn m AR. PLR. HGT. ri z W C) il it X*110 Y�,41 It i > ---------- -- X 12. 11 .47 13, 25 0 L 10 V. J P A\rtRS z NAVJ5 88 7) 1 oz v 04 CL HICii r-1 r 0 1711 -0 L 0 L 0 MA 4� G G Q0 0 AVERS 17. V E # 10 11,x 19.6 > c" 11.48 '5"' FLOOR FINI H Q10, It % S I __4 10 i x I I __j 17 16 ELEVA10N 0 22.75 8 11.63 4f _e r X 19.6 0 -V o-) t-4 i,0 > 0 m 0 10 1 9 N A\/D Ab.7 T4 WATkR 5TORAGE Dr> :E > 6'D SWALE v > 1 01, 5'x12 x Ir 0-) bAR. FLR. POOL T rn 0-) "1 1 111 .1 IL-3 VATION jr. rn ELE 113 . I C,ot:: 21*25 NN A 88' It N AVD 8B SI T VENCE NOTE: i 1,o_14 CH SILT%FENCE TO 0 STING WOW FENCE 11 .4 1 .5 ERE POSSIBLE 4.3 -ToN _t1w. 7\ (2) RAGE OT 11 .47 NY _.-A 0 OF T 16.4 0) .: I -_. I .. .. I ., I TH x NOR 5 P A ER' 7. 1 11 .58 HE rrl 0 -R WALKWAY L PAVE _j qj, 5 19. mm 9.7 DRAINAGE DRAINAG \N OF LOT ORAGE 027 5 T 0 TER S T B3 ON VE SOU H 10' WAL 8, 0 x1.33 0 S 0 8' 2 E S �RON TO R 199 .91 ........... :z SB3.2B' 04 S1 T FENCE NOTE. 4 21 - ATTACH SUiT FENCE TO I- E)aSTING WOOD FENCE 5 11 .52 KISTING WHERE POSSIBLE ........................ uj BRICK & BLOCK E') FENCE 59 2" 11.68 x wooD cf) IRON 0 WALL 6' .............. FOUN 1\2 I ........ 123'-0" (91G SQR.) WINTER pjpF LE3 17o4 9-6 14 -0 Y ING 2183659-1 2B S U > BENCHMARK NOR 920.6 <� FAST NG 530 0 F SUMMER P SET MAG NAIL & B pERNAVD G GFUIDE 2 - 4 ARE E-XISTIN ;r . 111�1111111111ll� DISC LB 3672 2 831A NOT' ITS Sjj0'WN ................. TLANTIC BEACH ELEVATION 11 . 44 T HEIG . ........ OCK 61, A LO 111i�_ I I iiiiiiiiiiiiiiiiiii��illillillillilillilli FEET OF Lot 8, BL -1) 1 N .................. H 15 WANy'S MAP AS RECORDF THE NORT TERMINAL CON DUVAL COUNTY,0 SAID N A VD'88 AND 10 AND UBLIC RECORDS OF ADJACENT T LOTS REPLAT OF MAYPORT AND To THE -3/8" (60 MM) MIN. TIIKNS. OF THE CURRENT TERLY OF PERVIOUS CONCRETE PAVER 2 A�ION, A PING EAS EAST CORPOR 6 P AGE S LY 8, BLOCK 61, ERLY OK I 11TH THOSE LAND - T OFLOT IN PLAT BOOK 351 0 PLATBO: W lop E ECORDED ED ONIHE 0 1" (25MM) BEDDING SAND #8 STONE FLORIDA. TOGEIHr FN E 'TH 15 1E EAN ASR ING 13OUND COMPACTED AGGREGATE BASE #57 STONE 'S 9 AND 10 AND TH THE ATLANTK; OC CORDS, AND BE ID LOT 10 AND ON LOI SION CONTROL LINE OF TH LI E OF SA TH 15 U) 6" (150 MM) MIN. DEPTH (4" THK BASE 0 SIDEWALK) FRO 59B OF SAID PUBLIC RE NOR LINE OF SAID NOR D E P R E Q U I R E D F I L L T A B L E 59, 59A, AND PROJECTION OF THE THE SOUT COMPACTED SUBGRADE PAGES BY AN EASTERLY PROJECTION OF NORTH I BY AN EASTERLY -TOTAL CUT TOTAL FILL -TOTAL IMPORTZEXPORT THE SOUTI B LOT 6B. ME.. FEET OF LOT -GARAGE 256 YARDS HOUSE/FOUNDATiON 253 YARDS ZERO PILE/FOUNDATION Ill YARDS REAR PORCH/PO)L FILL 134 YARDS 0 ............ ........... POOL/POOL PILES 59 YARDS ........ LOT FILL 39 YARDS U) TOTAL 426 YARDS TOTAL 426 YARDS LO <� NOTES: > 0 THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. NO BUILDING RESTRICTION LINE PER PLAT. (RIGHT OF WAY) INFORMATION TABLE EXISTING PERVIOUSZ MPERVIOUS AREA Iii/ Y/ Y.,-/ L )T COVERAGE X�,N Y BEARINGS BASED ON A LINE FROM D.N.R. MONUMENT No. 72-81-A18 TO D.N.R. MONUMENT No. 72-81-A19 AS PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS APPROVED JULY 21, 1992 in RIGHT OF WAY AREA ±934 S.F. LOT AREA 14,030 S.F. LOT AREA 14,030 S.F. (z) AND RECORDED IN MAP BOOK 'C", PAGES 72 - 72H OF THE CURRENT 0 PERVIOUS NEW DRIVEWAY SPACE IN RI(v'HT OF WAY S.F. HOUSE SQR. Fi 2465 S.F. PERMIABLE PAVER AREA 517 S.F. PUBLIC RECORDS OF SAID COUNTY. z WITH 50% CREDIT CCCL DENOTES COASTAL CONSTRUCTION CONTROL LINE. DRIVEWAY AND DRIVEWAY, WALKWAYS AND PADS �757 S,F. NON PERMIABLE PAVER AREA 975 S.F. EROSION CONTROL LINE IS THE EASTERLY BOUNDARY OF SURVEYED HOUSE COVERAGE 4859 S.F. DRAWN BY: STAFF PROPERTY, AND WAS CALCULATED FROM COORDINATES OF SAID DNR Or WALKWAY SECTION TOTAL PERVIOUS AREA S.F. MONUMENTS, AS PER THE EROSION CONTROL LINE FOR DUVAL COUNTY, SCALE: NTS NON PERMIABLE SURFACE 6369 S.F. FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B TOTAL IMPERVIOUS AREA 9808 S.F. CHECKED BY: OF SAID PUBLIC RECORDS. TOTAL LOT COVERAGE 45 % HEREON IS AS RECORDED IN OFFICIAL DATE: THE GENERAL PERMIT LINE SHOWN POOL COVERAGE NIA 10.15.14 RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SCALE: THE COORDINATES SHOWN HEREON ARE FROM THE COASTAL CONSTRUCTION CONTROL LINE RECORDED DATA AND REFER TO NAD 27. THE PROPERTY THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X" CORNER COORDINATES WERE ESTABLISHED USING GPS SPECTRA PRECISION U) (AREA OF 0.27. ANNUAL FLOOD CHANCE), "AO- (DEPTH 2') AND "VE" JOB NUMBER: EPOCH 25 LIIA2 SYSTEM AND RUNNING TRIMBLE VRS SOFTWARE. (EL 16) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. ELEVATIONS ARE BASED ON NAVD 1988 AS ESTABLISHED USING GPS. 12031CO409H EFFECTIVE JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. REVISED: (-D NOTE: MEAN HIGH WATER LINE ESTABLISHED USING EXTENDED DATUM FOR -P' �" THE BULKHEAD SHOWN HEREON WAS LOCATED IN LOTS 3 & 4, BLOCK TIDE STATION 872-0291 (JACKSONVILLE BEACH, MHW=2.10 N.A.V.D. 51 AND LOT '41, BLOCK 62, ATLANTIC BEACH AS RECORDED IN PLAT DWG NO: (1988), TIDE RANGE=5.07'). BOOK 5, PAGE 65; AND IN LOT 1, NORTH ATLANTIC BEACH UNIT 1, AS SEASONAL HIGH WATER LINE FORMULATED ACCORDING TO CHAPTER RECORDED IN PLAT BOOK 15, PAGE 10, ALL OF THE CURRENT PUBLIC 16B-33.002(45), FLORIDA ADMINISTRATIVE CODE. MHW + (1.5 X RECORDS OF DUVAL COVNTY, FLORIDA. THE REMAINING BULKHEAD WAS TIDE RANGE) 2.10 + (1.5 X 5.07) 9.71 N.A.V.D. (1988) CONNECTED FROM FOUND POINTS. MOST OF THE BULKHEAD IS BURIED u _j P\ co 2 0.2 --'—n I Ge P�A ELEVATIONS ARE IN N.A,V.D. 1988 DATUM. UNDER SAND AND NOT EXCAVATED. A 2 OF 14 /\N OCE 7r -VLP\N BULKHEAD NE ONCRETE u ,,ONTF,OL L 0 ) Os� ()N C Z I ER p,,,1 9 jw ........................ ENT No. 72 0 DNR MONU 3631 .5 1.11 E BU KHEAD NORTHING- 2,1 B 74,B88-1 CONCRET TING. EAS 0 Q0 00 LC) Lj V �Z Lij V sIt GE K 0 BOOK WOOD Ln PLA c� co OL DECK r- LLJ 0-) CT� ON CON C) 00 0 60 S-VR C\2 CON U) E--4 -------- (4 co t E p A 6 C A AL T c o0K 5 FORME 11 U!.Aj, *400 Znd STOR'� �4 pL Lj c 00 CO co OOD DECK �X4 uj cr- Ld r- 0 Nt (3 00 L) Q0 .0 �D 61 POOL 0 U- CL �.jj 0 uj LLj C12 STORY 0 IS ll U) d 3rd cy-, wu- CL -cf- 2n W�.4 I SPA 13J > 09 ul W j z :3 1#21, -j uj uj .4 00 1 Ld k,d z 0- ro z Li- 0 04 ILLj LL- uj 0 LLJ Ln L-0 0 (D LLJ Ld 0- LL- (-) ,LO LLj Ld 0 0 C) 0 9 6 0 (n z 0 Lij (-0 -Z' Lu 0 Ar J� LL- �& bi N 3: -! (D 0 eL u V) 0 -,7 0 0-1 — Ld T Ir"T un Ln �n c) - 0 0, Ln it ---� —1 1 ui 0 LL- �n C'4 # co J) o to 0 0 -j cy 0 c1\2 r CQ T IS L LINE OT 3 FR AM 2 CTI N CONTR L C ST,RU GARAGE C ASTAL OT 4 N 0. 1527 G P."AV-ER,S E C., -To Y 2 S LO I P S1 =-47 F Am LOT p \/ER G P, E RISES > BEAC ' 69'- 9" FROM CCL TO EXISTING FENCE z :2 14- 91 .17 _ EJ( E 9 OF w 3' 57" S05" 40' RIGHT r"'N SETS 168)- 9" FROM CCL TO SEAWARD EDGE OF FILL 146'- 0" FROM CCL TO SEAWARD EDGE OF POOL 126'-8" FROM CCL TO SEAWARD EDGE OF PAVER WALKWAY APPRONVEDPLAN AS PEWITTED By BUREAU OF BEACHES AND COASTAL SYSTEMS FLORIDA DEPT OF 66'- 8" FROM CCL TO SEAWARD EDGE OF STEP STONE ENVIRONMENTAL PROTECTION AUTHORIZED CONSTRUC"AND ANY OTHFA AUTIHORrAD ACTIVITIES MUST COMMY W,-H ALL CONDITIONS OF THE n.R"AIT CONSTRUC"W AZTRATIES ARE STRICTLY 26'- 0" FROM CCL TO SEAWARD EDGE OF DRIVEWAY UfiAITED TO T40SE BOTH S40VVN ON THE APPROVED PLANS AND LISTFO iN THE PROJECT DESCRIPTION THIS PERMI1 IS ISSUED PURSUANT TO CH 161.FS,AND OTHER PERMITS LO <� MA\M( RED 34'- 11 -/'4 FROM CCL TO BACK OF EXISTING GARAGE START OF NEW EXCAVATION F61 LDAtE PERMIT 140 C) 49' — 1 OY4 FROM CCL TO SEAWARD EDGE OF GARAGE A/C SLAB 50'- 6Y2 FROM CCL TO SEAWARD EDGE- OF GARAGE AND STOP OF EXCAVATION Ilk DRAWN BY: STAFF Z oil 41 CHECKED BY: 143 4)/4 FROM CCL TO SEAWARD EDGE OF STRUCTURE P AR�/ RECEIVED le -. C= DATE: 5.22.14 JUN 20 2014 - 0 FROM CQL TO SEAWARD EDGE OF POOL DECK 149 �-4 SCALE: DIVISION Of, WATER 1 20 RESOURCE MMAGEMENT JOB NUMBER: A �3 REVISED: MAY-22. NOTE: THE BULKHEAD SHOWN HEREON WAS LOCATED IN LOTS 3 & 4, BLOCK 51 AN I�A 2 70 BLOCK 62, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 65; AND IN LOT I N.07:R" H' DWG NO: 72-01 —AlB ATLANTIC BEACH UNIT 1, AS RECORDED IN Rl-AT BOOK 15, PAGE 10, ALL OF THE CURRENT L UMENT NO. PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. THE FfMAINING BULKHEAD WAS CONNECTED DNR MON 3,562.4 FROM FOUND POINTS. MOST OF THE BULKHEAD IS BURIED UNDER SAND AND NOT EXCAVATED. r NORTHING- 2,18 74065,2 St 3 EASTING. 3-1 OF I",wigwam" I cl a Alt i Z 0 9T I I I j 0, TRE 149 - OOL DECK 15 AVED PUBLIC RO .......... ........................................ \NARD EDGE OF P AU .,-W.......... 9F \NAY CCL TO SEP� RIGHT .-S a 11 40 "t 4-0 0 jai FRO 0 -9 u ......... ....Ir...... a I E 4Yj to -b 143 — 4 N- (,n TUP\E STRU C 6 ARD EDGE OF ID cpj _-_ 1111.11111 I-W,........... FROM CCL TO SEA\N ........ 15.6 .......... 9.8 2 IRON ... FOUND 1\ 11 1 .5 9.1 PIPE No CAP Ix .8 Q0 3Y I I Q0 48 ....... SF A\NARD TO ON it z F R OM CCL G AP\AGE IIRON .0 F OF "F 200-10 2 cz) m EDG _ LOT NB3*27 -N87)027 , 55 - N 0 (IT) U) E-i C\2 A/C SLAB _x ou CANTI .. CO co 3P j 0 CO FOUN �T 12 0 15. 3 LB 7 261 0 9.6 7- 7 TH 4 - 14.0 0 Q0 .9 4�! 9183723 16.1 NOR 5 0915.B 13. T x 3 �D C\2 NG 00 10 F_ ST I x x 11.8 t jr .5 11 .63 x 7 11 .41 12. . . . . . . 0 x 110. Crt _N All X 12. 1 1 p A\IERS 1__� 0 1--1 z cX PA (0 4� 11 .47 0 v 0 PAVERS VERS 0 0 0,1 0 , 0) CIA;FIRS Lj I I I I i Q v 1 1* 1 Z AL rT1 4�_ z A 0 1 �% I %.. I.. X'I. Z 0 Fq '2� ;11 'ol 7 16 rn x x 0 ).7 VE 1 01 r 0 jowl C) t 11 .49 % 1\15 T 910 V-�� F Ej�\IpjIQN G AR AGE -:F:::t�Z7 I_E\jA-Tj(DN .. .. 1.25 01 PI pprcRs It cl co <� BB \\, I a -7 T 11.4 1 0 uo N P/0 B�' A �4 1 G 4 \IS 7 rw OF s .., -, I !."% -,*Vf N. .3 a'i cn '0 B OD F Wo :2 d k r'ONY A -rz-Iff `7- , , I OR x rn -TH L_ N 0 11 .47 -T it-it PAVERS 17 16.4 C:: J_ x r- C) 18.7 11 -58 IL F, VER WALKWAY 0 _11 0 Is Ill _... It 19.5 Its I x B it 'It '19.7 PAVERS PAVERS S x 7 0 C 19. 1 5 51' \\N 21 1 ol OF O� cj� V TH pAVERS 8302 �R -�O �RON THE SOU 0 1 \ON I ..1 % 0 0 0 x 71vq 199 .9 -Z 904 Z 02B SB%� EXCAV TED EARTH .. .. ...... 0 cn -7 c/7D 0 11 .52 A P 0 F S U R V E Y 11 .68 x ISE AWARD ......... IRON To CCL 70 V�7N TER FOUN ROM DRIvEWA\� 0 0 PIPF LB 1704 GE OF E D c BB 2IB3659- D R ING 1�1 AV SUMMER NO 34'- Y4 PEF 530920.6 T 0 AF NG \,F BENCHMARK - F 4 , Fyj9TV1 BE 0 AS� G ST/\R ............... ACH SljoWN 111 ii� 1111111 ATL CL T( cAvpooN NOTE aTS RDED I N SET MAG NAIL Om C 14EIG illilljllllllllll 81 BLO R 0 F Ex LOT 7 OF LOT Y's m AP N F NOR COMPAN Co NTY, \TH 15 FF C LB 3672 AND TH RMINAL \/AL To SAID DIS CrORDS OF DU NT NO 10 iAYPORT T'PUBLIC Rt-\-, ADJAC THE 9 A - AND 1 OY4" LOTS REPLAT OF \Ly O�' T ON 11 . 44 49 A OF THE CURRENT EASTER F ASTER Y 0 _j \jqARD 0 O< ELEVATI OF SEA CORPORATI ING 35, I P AGE 1 H THOSE LANDS Ly OF LOT B BLOCK 61, PLAT BO Z n S�ART PLAT 13ooK 6 T f RECORDED IN D D ON THE Al-PRO\,E0 DLCXN AS PEWITTED NAVD 88 TO �THER \NIT 7H 15 FEE BOUN B't BUREAU OF BEACHES CCL A/C SLf TCG THE NOR OCEAN AS AtID BEING AND ON 0 'A FLORIDA' 10 AND NTIC CORDS$ SAID LO AND COAS' L SYSTEMS FROM F SLIC RE 15 0 GE 0 LOTS 9 AN[ WE OF THE A7LP� TH LIHE OF FLOWDA DEPT OF NIROL L1 AID PU P, SAID AND 59, HE NIDF SOUI-H LINE OF EN%iRONMENTAL PROTECTION EROSION C( ON OF Cf) 0 ........... 59, 59A, 5 1 0 -02" GARAGE PAGES BY AN EASI-ER0 P OJEC�I EcTION OF �H STERLY PROJ EL)C(*v%STQvCTI0N AND ANY OTHER AUTHORIZED F9 m"OqIz ED GE 0 WORTH AnfJITIES MUS'COMP,Y W.-H ALL CONDITIONS OF THE THE SOUT� By AN EA ........................... TO SEAWARD TION j_0T 6B. F9 A 01,11-AIT CZNST1Z%:CTkyN AND AZTIVITIES A13E STRICTLY OF LOT A FOM CCL oF EXC AV FEET L��D TO T-1CSE 90TH SHOWN ON THE APPROVED PLANS AND STOP D IN(HE=ROjECT DESCRIPTION THIS PEPMI1 .............. PURSUANT TO CH 161,F.S.AND OTHER PERMITS 66'-8, Nit, REf UIRED STIONE -�U ...... STEP z 4-� D4E' PERMIT NO DGE OF I V E L10 RD E 126 -8 LO <4 <� TO S 0 EA\N A ..... AVER WALKWA\� 1) OF P FROM CCL A\NARD �_DGE _,PP:I > SE ................. OM CCL TO ......... NOTES: F OY12', 145'- STP \UCTUp\ THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. ------ OF -qt E-4 :_DGE .............. -0 UNE PER PLAT. D O'� 3 NO BUILDING RESTRICTION R 01! 1, 0 0 SE ---— ` '3> E FROM D.N.R. MONUMENT No. 72-81-A18 TO C C L T 0 BEARINGS BASED ON A LIN CTION FROM 91 0 D.N.R. MONUMENT No. 72-81-Aig AS PER THE COASTAL CONSTRU 9-0 ------ .................. 0 COUNTY, FLORIDA, AS APPROVED JULY 21, 1992 146 0 CONTROL LINE FOR DUVAL PC", PAGES 72 - 72H OF THE CURRENT F p 0 0 L AND RECORDED IN MAP BOOK D G E 0 0 ARD E I N , PUBLIC RECORDS OF SAID COUNTY. TO ....... 0 i DRAWN BY: i 0 STAFF CCCL DENOTES COASTAL CONSTRUCT) Ir I ON CONTROL LINE. CC L R 0 M RE "" EIVED it LINE IS THE EASTERLY BOUNDARY OF SURvEYED B OF EROSION CONTROL 150 - DECK 0 1 0 1 PROPERTY, AND WAS CALCULATED FROM COORDINATES OF SAID DNR POOL JUN 20 2014 CHECKED BY: NTY, 10 MONUMENTS, AS PER THE EROSION CONTROL LINE FOR DUVAL COU ED G FLORIDA, AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A AND 59B To SF AWARD ..... DIVISION OF WATER DATE: OF SAID PUBLIC RECORDS- CCL ................. 5.22.14 ............... FROM it RESOURCE MANAGEMENI RMIT LINE SHOWN HEREON IS AS RECORDED IN OFFICIAL THE GENERAL PE RRENT PUBLIC RECORDS 168 FILL ....................... RECORDS BOOK 12975, PAGE 1781 OF THE CU .......... OF >< SCALE: EDGE 1 10 %& 1 0 OF DUVAL COUNTY, FLORIDA. ..................................... R D TO SEA, 0 TAL CONSTRUCTION HEREON ARE FROM THE COAS CCL THE COORDINATES SHOWN .......... T JOB NUMBER: CONTROL LINE RECORDED DATA AND REFER TO NAD 27. THE PROPERTY FROM CORNER COORDINATES WERE ESTABLISHED USING GPS SPECTRA PRECISION EPOCH 25 Ll/L2 SYSTEM AND RUNNING TRIMBLE VRS SOFTWARE. FNCE REVISED: ELEVA11ONS ARE BASED ON NAVID 1988 AS ESTABLISHED USING GPS. ISTMG F_ MAY-22.141 TO EX CCL -j NOTE. > MEAN HIGH WATER LINE ESTABLISHED USING EXTENDED DATUM FOR FROM THE BULKHEAD SHOWN -4 DWG NO: MHW=2.10 N.A.V.D. -0291 (JACKSONVILLE BEACH, HEREON WAS LOCATED IN LOTS 3 4, BLOCK TIDE STATION 872 (1988), TIDE RANGE=5.07'). 51 AND LOT 2, BLOCK 62, ATLANTIC BEACH AS RECORDED IN PLAT BOOK 5, PAGE 65; AND IN LOT 1, NORTH ATLANTIC BEACH UNIT 1, AS RECORDED IN PLAT BOOK 15, PAGE 10, ALL OF THE CURRENT PUBLIC FORMULATED ACCORDING TO CHAPTER THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES "X SEASONAL HIGH WATER LINE of of to ADJUSTED FINISH FLOOR ELEVATIONS TO NAVD 1988 MA� iq),, 2014 168-33.002(45), FLORIDA ADMINISTRATIVE CODE. MHW + (1-5 X (AREA OF 0.2% ANNUAL FLOOD CHANCE), AO (DEPTH 2') AND -VE RECORDS OF DUVAL COUNTY, FLORIDA. THE REMAINING BULKHEAD WAS MAY 6, 2014 1, (1988) (EL 16) AS DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. CONNECTED FROM FOUND POINTS. MOST OF THE BULKHEAD IS BURIED TOPOGRAPHIC SURVEY PDATE- FN.) 3 H 0 c TIDE RANGE) 2.10 + (1.5 X 5.07) 9.71 N.A.V.D 12031CO409H EFFECTIVE JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. UNDER SAND AND NOT EXCAVATED. OF ELEVATIONS ARE IN N.A.V.D. 1988 DATUM. TOTAL CUT TOTAL FILL '70TAL IMPORTZEXPORT LOT COVERAGE 15TH STREET 40' RIGHT OF WAY PAVED PUBLIC ROAD LOT AREA 14,030 S.F. GARAGE 256 YARDS HOUSE/FOUNDATION __25-3 YARDS PILE/FOUNDATION 111 YARDS REAR PORCH/POOL FILL 134 YARDS NON PERMIABLE SURFACE 6605 S.F. POOL/POOL PILES 59 YARDS LOT FILL 39 YARDS 149 a -cc FROM CCL TO SEAWARD EDGE OF POOL DECK A. LOT COVERAGE 47 % 426 YARDS TOTAL 426 YARDS go LOTAL E_ is 0 14 3'-04' 0 (.n(o C3 to A (A FROM CCL TO SEAWARD EDGE OF STRUCTURE L 2 14 48 A419 J8 ' 10 9.0 A CCL TO SEAWARD FROM EDGE OF GARAGE 4e- LOT I I FOUND REBAR CIL Nbc- L 72 B M T 6' N83*27'12"E 200-10' lRq� To 9 z FOUND 1\2" IRON OR HII 2183723.9 111 PIPE NO CAP EASTING 530915.8 N83*27'55 215.38 13.4 w 11-63 x 1,3. X 14.0 ,16.1 x 1_1 3.a 9.1 9.a 11.41 X11.0 x ft TO V.0 I I z 0.7 3NQ'L6 AN-nk��R 0 0/0 r"7r, z 0 21"11. -0.7 cu 11.47 F-T-1 X C,4 1:2) co PAVERS -4 _j U) 11.48 z !E z > z 4 3 �2 WNTER 0 x 0 LL. Cn 0 o < d E-4 111-63 42- 1 1 9.6 z -Pt 11 : ; A\ 0 6.8 2.1 00 14.7 uj 11.49 k1A1 N '4 ZN' 0 -.09 X 12. rri SUM ER A0 n 1V. I .. .- . . . i i (n ELC > r . . t . 0 z Ld z > (z) cy) m �0! < r� < I GARAGEI (o PAVERED 7 DRIVE 1- ELIEVA-111k T 9f m L T, _n 11 x NAVO 8 x i 0 ct I I ! (,)_. I 11-47 1 X rT1 I 1 0 i 1 . + CK Q0 o- �D CQ CL 0- GO If 000 Q. < ;u F-T-1 X 0 PAVERS r't.LYN T i c; I P z > 1.25' 0 I I ... THE NOR'rH 15' OF 40T 13 1 o ni PAVERS PAVERS 46 SENCHA4ARI< I d) x 19_3 19.7 19.5 T- SP 7.IX EXIS G 4.3 0 5 11.4 SE T WAG NAIL x 3 WOOED) -NCE 16.4 X x 11-52 z Of Sc LB m on i 9.7 .3672 26p-Off S8,3027'55"W 216.73' -0 14.5 00 ELEVATION 11 44 rn C FOUN 1\2" IRON 9 EXCAVATED S83*28'04"W 199-91' IRON TO IRON THE 3OU TH 10' OF _OT 8 z 3 z 0 i I NAVU- PIPE LB 11704 8.9 1 ? �4 (0 88 '9 FROM CCL TO SEAVARD EARTM 6.3 i I i i NOR ING 2183659.1 'EDGE OF DRIVEWAY I 1 1.8 0 NOTES: EAS NG 530920.6 - m >1i : X of 34'-113/4 0 THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 0 NOTE: PER PLAT. FROM CCL 'TO START OF SHOWN AN EaSTING GRADE PIER NAYD e8' 0 NO BUILDING RESTRICTION LINE NEW EXCAVATION LOT HEIGH" z CONCRETE PAVER 2 3/8" THICK -A18 > BEARINGS BASED ON A LINE FROM D.N.R. MONUMENT No. 72-5' It 111) SIRUCTICY'111 4 9'-1 OA 0 1.5" THICK LIMESTONE FILL D.N.R. MONUMENT No. 72-81-A19 AS PER THE COASTAL CON z CONTROL LINE FOR DUVAL COUNTY, FLORIDA, AS APPROYED JULY 21. FROM CCL TO START OF SEAWARD COMPACTED EARTH-FROM EXISTING FILL - _'2H OF T'HE EDGE OF A/C SLAB ;Q I PAGES 72 0 AND RECORDED IN MAP BOOK w. Zia w' ' PUBUC RECORDS OF SAID COUNTY- > 500-6Y29? CCCL DMTES COASTAL CONSTRUCTION CONTROL LINE. FROM CCL 10 SEAWARD EDGE OF GAqAGE X�, .INDARY OF SURVEYED AND STOP &7 EXCAVATION EROSION C-ONTROL LiNE IS THE EASTERLY BO! XN > X PROPERTY S CALCULATED FROM C(.',ORDINATES OF SAID DNR 0 p - \ AND WA rri 0 V) 0 6 6'-8' 0 N MONUMENTS, AS PER THE EROSION CONTROL UNE FOR DUVAL COUNTY. T > z IX LAT BOOK 35, PAGES 59. 59A AND 5% FROM CCL TO SEAWARD EDGE OF STEP STONE (A i 0 rri FLORIDA, AS RECORDED IN P /Zx OF SAID PUBLIC RECORDS. 126 -7� 7 OWN HEREON IS AS RECORDED IN OFMJAL no FROM CCL TO SEAWARD EDGE OF PAVER WALKWAY THE GENERAL PERMIT LINE SH > 1781 OF THE CURRENT PUBLIC RECORDS RECORDS BOOK 12975, PAGE 145'-OY2" TYP . WALKWAY T)"P CYD OF DUVAL COUNTY, FLORIDA. 0 -.z FROM CCL TO SEAWARD EDGE OF STRUCTURE 0 SHOVM HEREON ARE FROM THE COASTAL CONSTRUCTION > THE COORDINATES /mj � L DECK S_)� T AND REFER TO NAD 27. THE PROPERTY C\2 CONTROL UNE RECORDED DATA 146 i cli CORNER COORDINATES VIM ESTABLISHED USING GPS SPECTRA PREOSION b 17 -rj ol Sr-AL E NT 5; RUNIMNG TRIMBLE VRS SOFTWARE. FROM CCL TO SEAWARD EDGE OF POOL 0 0 EPOCH 25 LIA2 SYSTEM AND EWAY DETAIL 0 ! > D R I VE 8 pp 150 0 ELEVATIONS ARE BASED ON NAVID 1988 AS ESTABLISHED USING GPS. XX SCALE: NTS N P-1 0 DED DATUM FOR FROM CC� TO SEAWARD EDGE OF POOL DECK TIDE STATION 872 MEAN HIGH WATER LINE ESTABLISHED USING EXTEN xx/,-, z 12 HW=2.10 N.A.w.D. m I z < 0291 (JACXSOtIVILLE BEACH, M -gyp 168 m X (198a), TIDE PANGE-5.07). 4" THICK CONCRETE A/C PAD P, z 0 HIGH WATER LINE FOFW1IULATED ACCORDING TO CHAPTER FROM CCL TO SEAWARD EDGE OF FILL < COMPACTED EARTH FROM EXISTING FILL SEASONAL W + (1.5 X 168-33.002(45), FLORIDA ADMONSTRATTVE CODE. MH 12,e- m m m -A-V.D- (1988) Fm_I TIDE RANGE) = 2.10 + (1.5 X 5.07) = 9.71 N FROM CCL TO SEAWARD EDGE OF EXISTING FENCE V) 988 Dill CONCRETE STEPPING STONE ELEVATIONS ARE IN N.A.V.D- 1 0 Cf I 22'-8 3/4" PROPERTY LINE > COMPACTED EARTH FROM EXISTING FILL 22'-0 1/2" FROM CCL TO FRONT OF STRUCTURE > LANDSCAPING BACK OF 'EXIST. GARAGE START OF EXCAVATIOIN AZC DETAIL 'NT OF EXCAVATION APPROvED I"LAN AS PERMITTED BACK OF NEW GARAGE SEAWARD EXTE. SCALE: NTS Z.X BY BUREAU OF BEACHES AND COASTAL SYSTEMS PVC PRff PR FLOR!DA DEPT OF AN HIC 42.93' NAVD 88' ENVIRONMENTAL PROTECTION 2. 1.00 2ND FLR. FF. 32.84' NAVD 88' AUTHORIZED CONSTRUCTION AND ANY OTHER AUTHORIZED 3 4; ACTI ADIS MUST COMRY W,-H ALL CONDITIONS OF THI n.11111.11T CONSTRUCTION AND ACTIVITIES ARC STRICTLY M CL T START OF ...... it POOL & TA I L. Ul TO T"OSE BOTH SHOWN ON THE APPROVEI)PLANS 13/4 ul FRO 4%1 REAR PORCH FF, 21.25 NAVD 88' STEPSTONE DE (D Ew E AVATION ........ I'll"I'll"Iffoll - <� ...... AND LISTFD IINTHE PROJECT DESCRIPTION THIS PERIM11 Id7r.2fln"I All 1, 47T MAIN HOUSE FF. 22.75' NAVD 88' SCALE- NTS ......... ..... ...... .......... IS ISSUED PURSUANT TO CH 161.FS,AND OTHER PERMITS m E D .......... I— - . I . SUNKEN FF. 21.75' NAVD 88' ........... ............ 32.86' NAYD 88' F ................. REVIE PERMIT NO EXISTING FILL ......... .......... ........... .......... ..................... ...... ...................... PROPOSED DIRT GRADE 0 RIGHT SIDE OF PROP. APT. HOUSE ......c W .......... FF. 22.77' NAVD 88' i- .4- MN HOUSE 0 --------- mi-s-a_mr --- -- ------ ��7 1.4 FF. 22.75' NAVD 88' FILL Q�D V) AVERAGE GRADE 13.25' NAVD 8a' 18.7' NAVD 88' GARAGE FINISH FLOOR FFE. --o- - - (C40) PROPERTY LINE 0'-6 Y, EXI TING EXIS17NG E NG COASTAL CONSTRUCTION LINE TO SEAWARD EXI IING 9.70 19.50 790 EXRLTIG Es, 4 > L OM�CTCLOF EXCAVATION 19.3 LL EXTE F7 L 0-891 EXISTIN FILL NOTE 7�D 126 AVERAGE GRADE TO BE RAISED N:lq E___q FROM CCL TO SEAWARD EDGE OF PAVE KWAY ±2' AROUND S'rRUCTURE 'V0 145 11-0hpIff A 0 FROM CCL TO SEAWARD EDGE OF STRUCTURE -7 EXCAVATED P OLI DIRT RECEIVED JUN 20 2014 DRAWN BY: STAFF DIVISION OF WATER 7_ PROPOSED DIRT GRADE @ RIGHT SIDE OF PROP. THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD RESOURCE MANAGEMENT..-�� AREA OF EXCAVATED GARAGE 146 V_opt CHECKED BY: ZONES 'Y' (AREA OF 0.2% ANNUAL FLOOD CHANCE), "AO" L (DEPTH 2') AND "VE" (EL 16) AS DETERMINED FROM THE FROM CCL TO SEAWARD EDGE OF POOL DATE: FLOOD INSURANCE RATE MAP No. 12031CO409H EFFECTIVE 150'-8" M A P 0 F S U R V E 5.22.14 JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. FROM CCL TO SEAWARD EDGE OF POOL DECK LOTS 9 AND 10 AND THE NORTH 15 FEET OF LOT 8, BLOCK 61 , ATLANTIC BEACH SCALE: 168'-9" CORPORATION, A REPLAT OF MAYPORT TERMINAL COMPANY'S MAP AS RECORDED IN 1 20 FROM CCL TO SEAWARD EDGE OF FILL PLAT BOOK 6, PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, zk JOB NUMBER: NOTE: LOTS 3 & 4, BLOCK 169 0-991 FLORIDA. TOGETHER WITH THOSE LANDS LYING EASTERLY OF AND ADJACENT TO SAID THE BULKHEAD SHOWN HEREON WAS LOCATED IN IN PLAT -7 A LOTS 9 AND 10 AND THE NORTH 15 FEET OF LOT 8, BLOCK 61 , EASTERLY TO THE 51 AND LOT 2, BLOCK 62, ATLANTIC BEACH AS RECORDED FROM CCL TO SEAWARD EDGE OF EXISTING FENCE EROSION CONTROL LINE OF THE ATLANTIC OCEAN AS RECORDED IN PLAT BOOK 35, REVISED: BOOK 5, PAGE 65; AND IN LOT 1, NORTH ATLANTIC BEACH UNIT 1, AS MAY.22.14 RECORDED IN PLAT BOOK 15, PAGE 10, ALL OF THE CURRENT PUBLIC PAGES 59, 59A, AND 59B OF SAID PUBLIC RECORDS, AND BEING BOUNDED ON THE RECORDS OF DUVAL COUNTY, FLORIDA. THE REMAINING BULKHEAD WAS r-n NORTH BY AN EASTERLY PROJEC'rION OF THE NORTH LINE OF SAID LOT 10 AND ON > DWG NO: CONNECTED FROM FOUND POINTS. MOST OF THE BULKHEAD IS BURIED R I I H T E L E V A 0 N THE SOUTH BY AN EASTERLY PROJECTION OF THE SOUTH LINE OF SAID NORTH 15 UNDER SAND AND NOT EXCAVATED. FEET OF LOT 8 LOT 68. "NOT VALID WTIAOUT THE SIGNATURE AND THE 0 P Y R I G H T J 0 ADJUSTED FINISH FLOOR ELEVATIONS TO NAVD 1988 MAY 19, 2014 ORIGINAL RAISED SEAL OF A FLORIDA LICENSED -j rn ,,`1�b, _-4 TOPOGRAPHIC SURVEY UPDATE-MAY 6, 2014 S. 3 3 SURVEYOR AND MAPPER." OF Fr7 GENERAL NOTES 6. Any debris, such as wood, concrete, stucco, bricks, etc., shall be PLANTING DETAILS PLANT SCHEDULE removed by the Gleneral Contractor and backfilled with suitable mat- Alias Scien tific Name Common Name Q ty. Size Comments I it is expected that appropriate substitutions of plant rnatpricl erial as described in Item #1. -Cal with the intent to improve the quality and appearance of the croJect CCM Citrus colomondin 'Meyer' Meyer lemon 3 2" 8' kl in. H t. - -et TREE SPADING CONTRACTOR IS RESPONSIBLE FOR: relative to the availability of material and freeze con siderct.ic-1 s --ne -Gal. Blue Doze 113 1 31 6 H t., 12 to o.c. proval of the Landscape Architect. EG Evolvulus glomeratus with the ap -7 1. Locating and verifying all existing underground utilities in or near FP Ficus pumila Creeping flg 50 1-Gol 4 to 6 to H t., 6 to o.c., plant against wall 2. All sod areas shall be verified on plan and on sz�Ie proposed tree locations before any trees are placed, and shall coord- LM Lantana montevidensis Trailing lontona 18 3-Gal 10'0 15 to H t., 2' o.c. Conlrcc' -!� to follow all inate closely with respective utility contractors involved in those areas. PALM AS SPECIFIED to LANDSCAPE ARCHITECTURE LAND PLANNING 3. It is the responsibility of the Landscape Oj Ophiopogon japonicus Mondo grass 512 1-Gol 4 6 to H t., 8 to o.c. guidelines set forth from the Landscape Specificafl-_�_z provided. 2. Scheduling tree spading operations in any area before sidewalks 541 Oleander Street,Neptune Beach,FL 3 2 2 66 All plant 'Materials shall be Florida #1 or better (CIcr�c:a Fancy) as or other impassable structures are installed. PR Phoenix roebelenii Pygmy date palm 4 4' OA Double trunk, matching specimens Phone:(904)247-7729 Fax:(904)373-9177 described in "Grades and Standards for Nurser�, Pla SB Sportino bakerii Sol t Cordgrass 103 3-Gal 15" - 18t? Ht., 2t-6" o.c. www.godarddesign.com LC 0000397 4. All specimen trees must meet the specifications z-o- oded in the 3. Replacing any tree which has died due to improper transplanting, as s for Spec -ner) Trees must directed by the Landscape Architect and\or Owner, IV SP Sobal palmetto Palm e t to 1 1 7 14' CT. Matching, shoved trunks* plant schedule and plans. Any substitution 2x8 P.T. BLOCKING. WRAP BURLAP e�on the Landscape Architect. AROUND TRUNK TO PROTECT TREE. ;61 meet with the approval of 4. Watering in ond fertilizing oil spaded trees, as well as amending Q� Z - the surrounding soil, until said trees ore established. Established shall STEEL BAND BLOCKING TOGETHER TA Trachelospermum asioticum 'Minima' Minima Jasmine 98 I-Gal 6? 12 runners, 10" o.c. 5. Contact the Landscape Architect for any major 54.e �:hanges mean when tree shows no signs of shock, lack of water, or overall poor DUCKBILL (OR EQUAL) ANCHORING n tio SD which alter landscape beds or berming areas. health until such time as normal watering as supplied by irrigation system __j Ck- SYSTEM. GUYS OR ROOT BALL ANCHOR j i� con maintain tree in good health. ANCHORS TO BE BELOW ROOT BALL DEPTH *Overall height of plams shall not exceed 14 measured from the ground to the growing tip of the unopened bud. 6. For more specific landscape details, direct ci�' to the Cr- --j 6 W�� (j TREE SHALL BEAR SAME RELATION Landscape Architect and/or the landscape specificctc-s 5. Tree spade contractor shall amend soil in the immediate area of the 0 TO FIN. GRADE AS PREVIOUS GENERAL PLANTING NOTES: tree if said soil is not acceptable for transplanting, Notify Landscape EARTHWORK Architect in writing of proposed soil amendments. 3" MULCH 1. ALL PLANT MATERIAL SHALL BE FLORIDA NO. 1 OR BETTER. EARTH SAU'CER 2. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE OWNER OR THE LANDSCAPE ARCH 1. All site work for rough grading of berms, plante-45, ind LANDSCAPE CON-11RACTOR IS RESPONSIBLE FOR: FINISH GRADE I TEC T. areas is to be provided by the General Contractor, u- ess other�-.�se BACKFILL A� PER SPECIFICATIONS 3. MULCH LANDSCAPE BEDS WITH 3" SHREDDED CYPRESS. PULL AWAY FROM SHRUB & TREE STEMS. �6 4. WHERE NUMBERS ON PLANTING PLAN AND PLANT SCHEDULE DIFFER, specified by these plans. Fill for all berms and plon'(e,s 1. Watering in and guaranteeing all other trees as per specifications THE PLANTING PLAN SHALL TAKE PRECEDENCE. a suitable, sandy gradation which is porous and perc :atees v-,ell, to 6" MIN. FILL BELOW ROOT BALL 5. WHERE SIZES INDICATED DO NOT MATCH CONTAINER SIZE, THE LARGER OF THE TWO SPECIFICOATIONS SHALL BE USED. insure proper water runoff and drainage. Absolute-1v cs�l_ clayey listed on these plans or the written sections, 6. ALL SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF 90 DAYS AFTER ACCEPTANCE BY OWNER. TREES SHALL BE WARRANTEED FOR A PERIOD soil may be used in any planting area. YEAR AFTER ACCEPTANCE. 2. Providing muich, peat, potting soil, and/or fertilizer on site as T -t*-- DIA. UNLES-S) cubic directed b the plans, specifications, or Landscape Architect. 7. ALL DISTURBED AREAS WITHIN THE LIMITS OF WORK NOT OTHERWISE LANDSCAPED SHALL BE SODDED WITH ST. AUGUSW.'E 'FL,., 2. The General Contractor shall be responsible for e `)'n g y OTHERWISE NOTED. yard quantities of proposed berms or planter areas. __0_j 2xDIA. 8. ALL NEW AREAk`)' OF CONSTRUCTION SHALL BE PROVIDED KITH AUTOMATIC IRRIGATION SYSTEM AND SOURCE UPON COMIDLZ-710�, A itive drainage of all landscaped areas around build- 3. Providing pos* sponsible for oil firal grading of ings, islands, amenities, and other areas negatively affected by poor PROVIDED WITH 100,'*/,, COVERAGE WITH NO OVERTHROW ONTO PAVED AREAS, AND SHALL BE IN COMPLIANCE WITH ALL CURA3Et�;�* L n-"--A L( 4 3. The Landscape Contractor is re til acceptable b- fhe Landscape drainage. This note covers all areas not specified on engineering or PALM PLANTING DETAIL AS WELL AS ST. JOHNS WATER MANAGEMENT DISTRICT REQUIREMENTS ANDIOR RESTRICTIONS. berms, bed areas, and sod areas un f I I)os landscape grading plans. 9. ALL PALMS SEAWARD OF THE HOUSE SHALL BE ANCHORED OR GUYED FOR A MINIMUM OF TWO GROWING SEASONS. ANCJ0-0Qi%-G Architect, both before and after landscape installation NOT TO S'CALE SHALL INCLUDE DEADMEN OR ANCHORS DESIGNED TO RESIST SOIL FAILURE FROM FORCES CREA TED BY TROPICAL STORMS A,,Vc DEP TH. (J 4. The Landscape Contractor is to verify soil con 'A ALL PALMS SEAWARD OF THE HOUSE SHALL BE ANCHORED OR GUYED FOR A areas as to pH level and organic stability before A41NIMUM CF _7W0 GROWING SEASONS. ANCHORING OR GUYING SYSTEMS SHALL MI TIGA TION REQUIREMEN TS: Recommendations, if any, for improvement to exist- INCLUDE OE40MEN OR ANCHORS DESIGNED TO RESIST SOIL FAILURE FROM -a 1_4TED BY TROPICAL STORMS AND INSTAL'ED BELOW ROOT BALL submitted to Godard Design Assoc. for review and :,D d FORCES CF: Total Inches removed: installation begins. If soil conditions are found to be u n s o t DEP TH. Palms: 330" the soil must be amended in accordance with test esul's c--_ to Oaks: 15 APPFI()\, recommenclations. BN To t ak 345" ANC 5. Any unsuitable material found in landscape beds be removed by the General Contractor to a depth, Alfitigotion Required @ 1:2" 1731# twelve (12) inches and backfilled with said suitable A41tigotion Provided: 0) AUTHORIZED CONST(41-,t_T1O%A'_�-%%' �:z: reosonable (90%) compaction. Cobboge Polms: 17@ ovy. 11" 187 ACTI'ATIES NjUS,r C0VF1'_y M-w ALL E 3 0 2'-Cal. - 6 r1.811AIT CQNSTRUC%jN AND ACTIVITIES ARE STR!CTLY L'i%AITED TO V-10SE(jOTH SHOWN ON THE APPROVEI)PLANS 193" AND LISTFD iN THE PROJECT DFSCRIPTION THIS PEPM11 IS,ISSUED PURSUANT TO CH 16 1,F S,AN01 OTHER 0P?%4iTS PLANTING, �iE(�Lw�EkIFNTS: (Mvi REQUIRED Ck 4 T REV! ED ato,' Je,ef'cpjb1e orea: 9787 SF J;mited to seowc-rd extent of pool) 41 L.-I rees re---c- 9 1500 SIT: 4 rees 5* ooims :�hode tree X Z_ X 16 7 -6 "Z' SP 31 WoODEN FENCE -XISTING C3 CAPINGIE ........ )F LANDS 2 SEAWARD EXTENT'',(-------- 381 E ........ 302__;7 �D - 01. DN 7).4 SID SP SID Ts SP )\2 (1) CCM SP 1�P �/-,777'. 0 Corral II q I U-1 C Z_ F#Tf fz x 14 UF 0 Res * dence 1475 Beach Avenue oo S P�� ''I 1 11 _6 - - _... "V N SP 0 e HAI Adandc Beach,Florida U-I �j X i0b, X 9..-7 1 0 Rev. Date Comment '10 M X X -1 .47 L 6-13-14 DEP COMMENT A L 0 E _j "0-) A S 4- -1 H -A 1 -1 .48 "K, n Z x F 1<7L �A 10 1 1 . 4 LID /0 1-T (2) SP (54) EG J A 5 IJ 1-�_ (98) TA f_1F �Lj� t t -\1 (59) EG 9 4_ v --- - N J 0 7�_ X jo v, X 10.5 R 11 .4 4- . . _L 1 4 1\4,3 (512) OJ j, 'j, I 'l . 4 ," .4 12.5 Date: 2/14/2014 (4) PR A t V��I t. Scale; 118 1 1 -0 .4 T p 1 (75) S8 ."_44 t Lk_� :H Drawn by: BIVIG (13) SP @ 9' 0.c. 0 Checked by: BIVIG EXISTING TREE TO A Project No. 13-129 7// BE REMOVED (TYP.) V 0 8�'L \41 z Sheet Title: vj RECEIVED ;r xv 4.;, (9 9) TS NDSCAPE PLAN 0 JUN 20 2014 169 "j; P (18) LM (5 0) FP 8 dN 3 FENCE 9 NORTH Sheet No. lr�"7, r ........... .7 6 8 LK PAVEMENTIWALL 126' 1-ST.. s1DEWA _GA PIN G NT OF 6F--LAND DIVISION OF WATER EXTENT., IF RESOURCE MANAGEMENT (2) CCM -j (1j) S8 -i SEAWARD EXTE �AWARD C K \'1`14 10; [-1 31 0 0 J__ 0 1 0 10 T1 20 Of 00 F r PT 02014, Godard Design Associates, Inc. These dro*;ngs P L are protected by the copyright laws of the UnItej States. These drawings or any part thereof moy not be SCALE AS SHOWN 41 used for any purpose or reproduced In any forr" of t, 4.J 7- ony means without the written consent of Godard De��an at Associates, Inc. L# Y R"'UIREU REVI �D 123-8" 13'-111 1 V-71. 8.41 4'-0" 1 91-111, 2 2 922" 101-91, 13'-2" 13'-2" 10'-8" 10'-8" 5-2" 06 70 80 3 5 10 24"X3V'X20"DP ST-8 24"SQX20"DP. PILE CAP PILE CAP(UNO) 7 ST-8 - - -- - --- - - 113\ GB-1 GB-1 GB-1 GB-1 GB-1 F GBA 7" (9571 F- Co CN L J /8\ 1 Co Cb CA G13-1 Co 6B-1 G-1 U) 12" 3TEP ST-8 B 13.25'NAVD 22'-9"NAVD 22.75'NAVD 0� Co < > co B.1 < -(D - - N I 24"SQX20"DP. -t ��T-8 Ch PILE CAP(UNO) im cc C� C� Cu 24X3(r X42V DP. 1 0 0 C� PtLE CAP 2 ��-8 u') TI. co 21.75'NAVD 6 ST-8 GB-1 Ga-1 GB-1 G8-1 B-1 GB-2 GB-1 GB .2 0 C -- - - - - CD L) 24'X31r X20'DP. PILE CAP Lo M 619S GB-L- TEP 21'-4" C14 ST Cq 21.75'NA Vn 5 12"STEIP GB-1 % C� Co Co Co �JC-4 00), c) C� Cb Co C� C14 11 2�. -4- C14 C Co I u- Ld -G7- -j B I GB-I 5; GS- GB-1 GB-1 GBA GBA z to < X20-DP PILE CAP 0 LLJ r5i 4'-111 V-1 01" cle Co ST-8 f4r 4 5 2 4'-2' B-1 cl) _G_ 77- E r C, 22.75'NAVD Cb C6 iL 0 I - ' t 0 .1-7 5 tLAVD 24"SQX20"D 13.25'NAVD CL PILE CAP(UNO) C� 6"STEP z 00 RM 24"X30"X20"DP. C� C� C� Co 0 IT xC 'z 7 PILE CAP 4T r- < ST-8 z I B I > C z - -1 b.. At L77" GB-1 GG-1 GB-1� G - GBA 0 zzz > -M GM-1 Z 0 - to M a w Mj 'r at - - - - - --- - - --7 W 00 >j z'z-11 >*w I w w M L, cr 101 zwFw- (no U) Z (Lo w T- wtn�o-�(wjix 'z )w D.3 -E---7-=7 u) oxgloo 0 oil <M 2 :j we z 3 w Co 24"SQ.X20"DP. 50 a: 24-X30'X2(r DP. PILE CAP(UNO) w PILE CAP w w Id <,Dorm ST-8 z I z A cc z u <-w -102-1" 15'-4" 0 ; - 1 3 z Z I 27' 229<ZO M<MF �<- 2 E C E I V E w 1 -w 1w a<:'v'-o o w 3: >- z iz: 2;w!w M F-Z�-5<_ 4 4.1 ow M 1zo-j 'LJ N 2014 o -8 1.--3:6 I<L 1mr 04 10 w--0 z,,,( V, z 29*-10" 13'-4" 4 91 28'-1" 4 -j LL A r-1 0t-^,%j&S Of R..ft-TW I DIVISION OFWATER Z SHEET NO.: 'RESOURCE MANAGEME�a B 8 L.R E A Lj Of 9f A-!-'*4r_-S ST-2 A N D C 0 A SrAL SvS 7 f US FLOQ':�^D�EVT 04� PILE PLACEMENT 0 ENIARONMENTAL PROTECr,0ft PERMANENT GRADE BEAM AND PILE PLAN 13.25'NAVD OIL 22.75"NAVE) 41,_1 TLjn Q 1Z F 0 CONS TRLX'T". AND ANvC,--fQ FOUNDATION TO SUPPORT CAST IN 0 JOB NO.: GARAGE FFE MAIN HOUSE FFE ACTI'JITIE S f COMPI v W74 A-LL C 4-14 PLACE POOL WORK. SEE DETAILS 2013.1678 rI. %tV, .,R,AIT CC4.STR�ICTk)N AhO A,:Trvr-*!-XCIE Sr -%v SUBDIVISION: L'�AITED TOT-OSE BOTH S44okVN Oft T4-9 AN!n.LISTFC 1% fHE PROJECT DfSCP!v-CN"W-1--PEQ%ol 0 Atlantic Beach, FL IS ISSUED PURSUANT TO CH 161.FS,MO OTHER PEfM14TS 8"MASONRY SEE PLAN NOTE: GRADE BEAMS BELOW POOL ARE SET LL (,�AXII BE,RJOUIRED FOR VERT.REINF.SIZE < AND SPACING 3000 PSI SLAB AND GRADE BELOW DEP WAVE CREST ELEVATION. - LOT NO.: BEAMS,SEE PLAN FOR 0 REVIE"� No SIZE AND REINF. GRADE BEAM AND PILES UNDER POOL HAVE z 1475 BEEN ANALYZED FOR WAVE AND FLOOR PLAN: F.F.E.MAIN HOUSE ob HYDRODYNAMIC FLOOD LOADINGS DUE TO 0 0 22.75'OR 21.75'NAVD Z DESIGNED: AVERAGE GRADE 06 L T T GRADE BEAMS AT POOL PARTIALLY M 18.7 NAVD Y 0 KPK L CONSTRUCTED BELOW 100 YR. DEP WAVE Lu I CREST ELEVATION F- REVIEWED: INSTALL NO.4 TOP SAR TEMPERATURE AND SHRINK REINFORCING JAE AT 18"O.C.TRANS,ERSE TO SLAB STRENGTH REINFORCING 16"DIAPILES. PILETIP T < REVISIONS DATE SPECIFIED ON PL-'-',. TYPICAL ALL SLAB SURFACES. TOP BARS BEARING(-10.0,MSQ SEE MAY SIT ON TOP CF NO.5 BAR SLAB STRENGTH REINFORCING GEOTECHNICAL REPORT t DEP PLAN REVIEW 05.22.14 16.3'NAVD DEP PLAN REVIEW 06.13,14 CONCRETE GRADE BEAM SCHEDULE DEP WAVE CREST BEAM SIZE RENFORCING STIRRUPS OR TIES LLJ MARK (\&4DTH x TOP BAR SPACING CRIT'ICAL S-nRRUP 16"DI&5000 PSI CONCRETE PILE W/(8) NO.7 BAR CENTERED DEPTH) NO.5 VERT. BEND BARS 6"AT TOP OF PILE IN PILE FOR FULL HEIGHT SPACING LOCATION low 0 24"EACH SIDE CAP,TYPICAL.REINFORCING MAY STOP 5' GB-1 24"x16" 4-a-5 245 #3 8"O.C. w OF SUPPORT FROM BEARING TIP OF PILE. -2 24"x16" 3-9.5 245 #3 8"O.C. 24'EACH SIDE OF SUPPORT GB-3 16N16" 3-46. 246 #3 8"O.C. 24"EACH SIDE BUILDING DESIGN ELEVATIONS OF SUPPORT 4.4'NAVD b I PR6JECY7N FORMATION ELEVATION(FT.) 0 1. SEE ARCH DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS. DEP DESIGN GRADE DEP MON MENT MARKER R47 N.G.V.D. NAV.D. T-1 PEX FEMAA F1 MAP NO. 12031 C0409H E FLOOD ZONE X T--I �-DEP DESIGN GRADE 5.5 4.4 STRUCT66�,� DEP 100 R.WAVE CREST 17.4 16.3 Ekd(WEERING - cD BOTTOM PF LOWEST HORIZONTAL STRUCTURAL MEMBER(TIE-BEAM) 18.17 17.07 -10.6'NAVD PILE TIP 8EARING -9.5 -10.6 zj 7 LI -till, +1 L �T -Qi I 1 111011 w PILE PLACEMENT & GRADE B AM PLAN 1/4 SECTION THRU PILE 41 a. N < 'o 58544 !s 0512.14 MP INDICATES AN 8"x`16" ST-8 24"SQ.X20"DP. SOLID FILLED MASONRY� PILE CAP 7 PILASTER W/NO.5 VERT IN ST-8 EACH CELL. TYPICAL AS SHOWN AP CURB CURB r7 Z 21,25'NAVD CV) MID -4- %Alf Lu ELEVATOR W/NO pp F + 5"THICK FTG UND C"I @ 12"O.C.EW T&B' SLOF E 3 ELEVATOR F/7771 L J U- SHAFT TE-1 INDICATES AN 4 IV OYCO e-6 21.25'NA)ID 8"VvDX12"DP THICKENED -1 EDGE SLAB POUR W/I NO.5 x CONT. 12",3TEP 21.75-NAVD 13.25-NAVD 12" EP U) Lb 22.75'NAVD 22.75'NAVD F -1 Q) I L-1 NO,5 STRENGTH REINFORCING PAVER OVER E REAKAWAY SLAB @ 12"O.C.(d-T-)W/NO.4 TEMP. 4 C: STEEL @ IS-O.C.(TOP LAYER) 5"30 PSI GO 4CRETE SLAB SLOPE ST-8 ——————— MID MID 5'X5',S:IUARES F-1- 5""HICK x MAX 5'SQUA RE 8"X20"TIE COLUMN F- 3000 PSI CONCRETE SLAB W1 WITH(6)#5 VERTICAL 6XE W`1.4xW1.4 WWF r6 REINF.AND#3 TIES 6 B- O.C. MID CURB Lu 6"REINFORCED CONCRETE CURB 20-4- STAIR MP STEP T-4" 0 C) V RECESS IN SLAB, SEE ARCH. 21.751 NAVD 21.25-NAVD IV ON! 12"STI I I I CIR GBA 10, CONCRETE J6 - — -_ —1 — -_ — — C) Y^ST STAIRS -6 22.75'NAVD T \,�-7 F' NO.5 STREN REINFORCING ———— ———————— t C*4 ------------ - @ 12"O.0 3")W/NO.4 TEMP. Li -i— CN co STEE 18"O.C.(TOP LAYER) CD J LL MID MP LLT NO.5 DOWEL BAR TO MATCH WALL REINFORCING AT z _j STAIRWELL WALUS 0 HO TUB DEPTH T.O.WALL �4 -`-0"TO Ot-4" 21.25 _ 8"x16"TIE COLUMN 'NAVD WITH(4)#6 VERTICAL I z A10\ SLOPE REINF.AND#3 TIES @ 8- 1 51 J4 MAIN POOL 0i O.C. 11 DEPTH=4'-O"TO 6-0" 0 ST-8 13.25'NAVD _j ST-8 14y w co 4 -7 T_ _T F1 777\ 1 'TE z co 13: 22.75'NAVD MP LT v N jkj 1.75-NAVD 0 MY 4000 PSI REINFORCED 0 �_ I I Ix CONCRETE POOL WORK 0 M co /A3 111c' FCURB i ELL—U _j 5"THICK x VIAX 5'SQLARE 3000 PSI CONCRMSLAB W/ 6x6 W1.4xV/1.4 WWF SLOPE 0 m 1w z I`_ 0 WATERPROOFING ———————— -4 1 ! - NO.5 STRENGTH REINFORCING @ 12- P AND DRAINAGE AT 2tv O.C.(d=3")W/NO.4 TEMP.STEEL @ NO.5 STRENGTH REINFORCING @ 12" :D FOUNDATION WALL 14"ST 18"O.C.(TOP LAYER) O.C.(d=3")EACH WAY Cn BY BUILDER LO -M v 1A9\ \\ I- WX wo z I .-6 SUNSHELF < -6 21.25'NAVD u 0 ST-8 `V DEPTH=9" w 00: IN r- LL, 0 iw fl?W, Oz it L3 D.J- LO tr)a 0 I`-Z !ewuTm md MP MP 9w w W OL -4- T_ _T If 2 --I --I_ — t� 0 W m 5 2mwLR2w;Q TE 1 F 0 4A L=F--------------------- --- --i IN Z,0 _ 4---I - - - - - - - --i W W CURB L C/) w �jj Z L -3 0 z I,_0 IWL Do z a 10 w z , x ST-8 0mw1w1IITQ-0wjQ<m B"HOLLOW MASONRY 0 3 w BREAKAWAY WALL UNDER BOND BEAM. t 50 cr- �z W�-- <pow!.�2z NST-J8 w 0!0 0 -z TYPICAL AT GARAGE AS w w z X�4 SHOWN z �1>.Z<9zz71,u_0mI._ z 0 Z>-,L,w �-�<- z z Omz� i a. a,3 6 z I W, w W W 0 W L9�2 Wj,(MW'El w 0 < 1< z)--zI<uwm6QI_4LL 146 —0 C) I._�-1zpI._v3zw W Z Ll 4 ji u m a I w FE DLIZ3:ci<�-J�- lazoz! 0 1�E3�-- m III<a pi 0 u PERMANENT GRADE BEAM AND PILE _j SHEET NO.: z FOUNDATION TO SUPPORT CAST IN 0 ST-2A PLACE POOL WORK. SEE DETAILS NAVD �! GRADE BEAM ANU GARAGE FFE MAIN HOUSE FFE 0 Q_ SLAB PLAN 0 JOB NO.: .(' 2013.1678 APPROVED PLAN AS PERMITTED < BY BUREAU OF BEACHES 0 SUBDIVISION: (D AND COASTAL SYSTEMS w 5 Atlantic Beach, FL FLORIDA DEPT OF j LL (Jo NOTE: GARAGE SLAB TO BE ENVIRONMENTAL PROTECTION < 7 LOT NO.: AUTHORIZED CONSTRUCTION AND ANY OTHFR ALITHOFI17el) L) BREAKAWAY SLAB PER STRUCTUFRAL z 1475 r-> ACTIVITIES MUST COMPLY W."H ALL CONDITIONS OF THE 0.111'.AIT CONSTRUCT�QN AND AZTtVITIES ARE STRICTLY DETAILS L!I%AITED TO T�iOSE BOTH SHOWN ON THE APPROVED PLANS FLOOR PLAN: 0 AND LISTFO iN THE PROJECT OFSCRIPTION THIS PERM11 i 0 IS ISSUED PURSUANT TO CH 161,FS,AND OTHER PERMITS Z DESIGNED: MAY BE REQUIRED c) KPK REVIEWED: R E 7D (DAT6 PERMIT NO x DEP CERTIFICATION BY STRUCTURAL EOR -b a w JAE REVISIONS DATE 5"3000 PSI CONCRETE SLAB W/ KEYWAY JOINT, 6x6 W`1.4xW1.4 WWF IN 5' ALL STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH FBC ECEIVEL) -3 DEP PLAN REVIEW 05.22.14 TYPICAL SQUARE SLAB PIECES AS >_ DEP PLAN REVIEW 06.14.14 SHOWN FEMA55, AND ASCE 7 AS APPLICABLE. DESIGN SHALL BE IN JUN 20 2014 ACCORDANCE WITH FAC 6213-33.007 DIVISION OF WATER cD RESOURCE MANAGEMEN] 0 w EXISTING GRADE w co C) 0 2fi i= fA. P r.Y SECTION THRU BREAKAWAY SLAB APEX < A., 0- ul QNflkEfiING Cr (10 0 - FOUNDATION PLAN 1 /4