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1 Fleet Landing Blvd. CIV18-00002 dwgs50 C..o A- - r x (0 11 :t..S. �fip ,S\ ". ���: n1.-�j Xt- • i?' ,.:IN(: CAR ra- v ,, t n' x c Y"t: t! o drt ✓�: al t�. ,z" OAKRP ff x 10.00 ME i a a. h ' t.T tir , < e: i ; a \. : ,,U ,,,, . r, /!i'" � l a h, -�-_•" � ,-..._....._.__ t4% ,4;' � �� -- . _--___ F i , x". sS _.\ _ 'ISP/M/ u' - 01 11.2 _ 9.80. � ,,�) _ _ /, / \ s= l'i' 1 ,r r2 i X 2� / o BM 5 (10.23) 6... ST -25 ".' :. .'.tib. •' • ' , /L.i \, x- x l iq,\ 1 ,.l J b 2� t' ) -; L\ „� I,\ Jg Ol �' �N/cp v. -sc_ ,�. _ ` . ; /- „1'� r' ,,e' E.P a/„r,' rrl x y,. lr / ��1,' ,�" n,,, _ i ,'h `�:r i rrra . 10" „ >> „;. FLEET L � .�� .,,�, , u a,� ^w)�� :� 1 .4, _ �� : ANDING DA 9.80 c 5 a: x TL G 10.00ME y y: x� -�t,,_ �� EXPANSION X�C) N �. -E/ l.�a.'^+ 5 `.....,r.v� 4;>. \� f 0�` / - a+ /<.. __ q, �c e v> �,�, `} h� Cve� r�rJEOxir aiJ,' _ ', 6 , ', �\ i' N'fi ;^.a is ql / o,_L)°r i", '' ) c. l' - :,2' a FtP ,�} x �7:.._ _ :}'' C�,�F - ro., til HEALTH CENTER✓,r,, ,� �, �� z: N �,h�,'r ,t�k F < c' �. x ,ZPv' :A. x'.� - c ' G l`O' ( n_ 3E EMH ONE FLEET LANDING BLVD. o, ,� u ,r,� � ;�, ,�,/ / \, _- �. �,' ==,� h' � aril F is 10.20 ME ,r} ' E ; \ / \y j 1 ,3 WIT eM 23 12.47 y e. ,{qk:, _y \ \ h, �� i h\ :fesW NTIC BEACH FLORIDA 2" .- ® ' f?:� i ,'� EEM' / , A:g-� aOF-' _ _ _ 15 OAK _ FH , v �i �,.1t, �: �o 4 F m' rar.: i �' CV / O 1 OAK \ 1 ��41U '11 F X^ Y ..-. •1xi 1 .ca ,� Q i - -. x9' a / 7,4 r,^iE K AL br ' PADU • _. >F j e ' • „ JANUARY 12 2017 :\. • 13 KINF `�� \ t:•,:. '�+ ) ;. �\ �, '�", Y l.; ..}[J. .. 1 \\. tv,11 (3 li.M, T E �p�r� \ �;..., P`F\;+ .fy. AI,41 3 ^4" xo��i DATE ",. .rr .S`�i....-.\ \ -�\ - .. ;,,,�P �L 1,' PALM rvl 4t..^.+ .%.�` '�.'" kY'�., t w \ �'' ,p. l .., .`/HCF".1 1 - -• "1 �O ,. l a cn 1 v 4`." l+, 1��: l�1 19c.)1 .��i n,l x _. x.. o' u .� 'b„ x � r Feu Ii: .v � 'i'rALA�^,>" �\ � rax ; r. ;. r'.,; C,'�_.a.'_'�h'frs a�' \ \.e >.. FL cs -�( 1ti\ q; G. �'t �',r, 116185 v.X i x \\ \ ga' ,y)l bL='I� 1`, \ �, o �> .. o' /, .v ,r�., ,?l a \\` �. \t :m® PROJECT NO ' '+ iF�0' �c;,v0 `;T4�\.ANLM1 ': ., m,\ 10' ❑ � I r`�',�\� 6. ,-, „ - �,: , • •, ,i>. , ,-' r� :jam / c �. T, ', ` �,\ , ` 3 {-.,�'" ,moi 1 } q G NEVIN, PE �'\ DESIGNED BY . �t rc o,,., ,..,.\`�,, r 04 , �\ i2''7G ,, 'r �. _ ,, • 18" OAK t b JOHN �,\� \ \ u� :l? ', '> >,`> \ F� C,F-1 6" OAK 11 .`\`�.. ;' G} '�r'- • re' -,:, '4.' X `.� rJ ,�I `�xx�- -'N \�'te �e' a:L'' \ �, �,G '�Lt oy HOZ JPM DRAWN BY .. ;•, ; c'" ��r � .; t P✓iX1 •. ; ,a- ar , ¢r�� F }:r ,So �\�� • { ,o tr +,S � _ ;./ AS NOTED r.){. ✓/N lM ,r \cr,.Qy.,-1� I '" a\.. c) C t: 0G. SCALE •, SCALE ;Ha Hyl ,S\. 4' -,� . C 9.99 v . c.. Y F' l t .v ,��� V' P.V v. 6, 5l ,. b ) �, ..t s: ta. o¢ x�, STORM T . v HL, ;� \\ a. \\ y',,Y =t �5 „ S O STRUCTURE TABLE � �r�n� , � \ ' YARD DRAIN TABLE A`k �9' � � � > n-, ( - 3 b`ti - -'- p H � l A , i;n4 v-- ��t� FL x ��� ��` r ya ST 16 YD -13 10.00. �. y F,. ,� k ;V�`,_l o TYPE C INLET T-23 bo ,� �, t � y a, 12 DRAIN } . r... � , �; .v'^� • - 0' � .:., x... ' ;: e x - t \ . p,�` t. �?W� ,�. ^iA 10.30 ME IN „ ;� L:.r t N- \< �b GRATE EL. = 8.80 TYPE 'E' INL - ET GRATE EL BAS10.90 Flx ` �{ ,5" OAK B \�)�. \ r` ,'. \\\ \ A� \/ Il (.0 hl �18" OAK 11" 1. C` INV. EL. = 4.70 (E SW) GRATE EL. = 10.70 INV. EL. = 8.00 r . : INV. EL. = 7.563 (SE) i is - _....r,. 1 ,i -, c - --c. ST -17 INV EL - 1 1 ( ) - ,�r �� c• � :\ :�` \,�� 3 S E YD 14 ,.,1 12" t '+ r,tir } ;.-y'" ,t•.' v -;r <e \:v> rl /� v.° ..F>/'� v l �S r'li'� t°} 2a TYPE 'C' INLET 1 DRAIN BASIN 4 10.40 ME'" ,�, �� ��> y , x'. / 9 s, p \ L GRATE EL. = 8.80 ST -24 GRATE EL. = 10.90 75 x,., t� W EST WINDS L. _ E. „ M - a' E , �.� \ t ND SECTION •-w E-► ,: ti t \; .. °'.o" / M ) INV. EL. - 7.87 (S) 9.20 ME ;r � �,�� ;?; , ; 1000 INV EL = 1 - b , REST IN E00 INV. EL. - 7.671 NW �S� G ( ) 4 35 ( 36 ITER RESIDENTIAL BUILD /, K C i MAP A NOT TO SCALE 1 10.50 ME >> 9.25 s, C Ad 1 �S9.7 5' , 9.40 >< , , '- ."9,15 '. a S a, ra r. i X, , ' x .: ✓,� .. ,. � �.:10.25 '" ` � , �� � - , �+ rC� ai �' y - � '. +kt r �, r,�y'?z. _ -s, , GP 9,50 "y"44 t(X' L(:Af y i',; '? °; '' ,. < .: s.7 _;'1' w' r •yn✓ , \`i� ,�5�.., n, 8.80' 2 9.30 ST \or l h9.40 9.80. 8.80 • 9.15 -,.: ,. .,� _ ! , , _'�.;>n /2 ,aH ;,t' .� �e Y F1:M �� \ ST=� 7 t 9.05 : : 9.10 1 920M a - -9.85 TC F. 9.40 v v - x F, r ,rTT 9,15 r >y \ 9.50 ME �tv 18 LF OF 1.5" RCP \ x 9.65" k \` 9.80 TC F FLUSH SIDEWALK 9.30 BC o, \ COLEMAN CENTER ,i 9.25 TC, 8.75 BC. e. to BASE FLOOD ELE ATI V ON: (jr 6.74 NGVD. I 5.64 NAVD j� LOMR CASE NUMBER: \ 17-04-4155P - SHERMAN CREEK HYDRAULIC REVISION �Q' DATUM NOTE: THIS PROJECT'S SURVEY AND DESIGN IS BASED ON NGVD 1929 VERTICAL DATUM. TO CONVERT FROM NGVD 1929 TO NAVD 1988, SUBTRACT 1.099 FEET. ST -21 TYPE'E' INLET GRATE EL. = 9.85 INV. EL. = 6.85 (SW) INV. EL. = 6.52 (SE) INV. EL. = 1.73 (NW) INV. EL. = 1.23 (NE) ST -22 ' TYPE'E' INLET GRATE EL. = 10.50 Always call 811 before you dig. INV. EL. = 7.60 (SE) INV. EL. = 1.18 (SW, NE) ST -25 TYPE 'C' INLET GRATE EL. = 9.50 INV. EL. = 6.75 (NW) ST -26 STORM MANHOLE COVER EL. = 10.23 INV. EL. = 6.59 (SE,NW) ST -27 TYPE'C' INLET GRATE EL. = 9.50 INV. EL. = 3.10 (NE) ST -28 12" MITERED END SECTION INV. EL. = 3.01 ST -29 15" MITERED END SECTION INV. EL. = 4.84 YD -15 12" DRAIN BASIN GRATE EL. = 10.70 INV. EL. = 8.00 YD -16 12" DRAIN BASIN GRATE EL. = 10.70 INV. EL. = 7.85 (SW) INV. EL. = 7.68 (NW) S SCALE IN FEET 0' 15' 30' 60' No. ST -18 Date TYPE 'C' INLET 1 GRATE EL. = 9.30 5 INV. EL. = 2.50 (NW,S) REVISED SCHEMATIC ST -19 TYPE'C' INLET GRATE EL. = 10.20 2 INV. EL. = 2.43 (N,S) 10 17 COJ PERMIT SET ST -20 MANHOLE /STORM COVER EL. = 10.80 3 INV. EL. = 2.30 (N) INV. EL. = 7.65± (W) COJ AND COAB PERMIT SETS INV. EL. = 1.80 (SE) DATUM NOTE: THIS PROJECT'S SURVEY AND DESIGN IS BASED ON NGVD 1929 VERTICAL DATUM. TO CONVERT FROM NGVD 1929 TO NAVD 1988, SUBTRACT 1.099 FEET. ST -21 TYPE'E' INLET GRATE EL. = 9.85 INV. EL. = 6.85 (SW) INV. EL. = 6.52 (SE) INV. EL. = 1.73 (NW) INV. EL. = 1.23 (NE) ST -22 ' TYPE'E' INLET GRATE EL. = 10.50 Always call 811 before you dig. INV. EL. = 7.60 (SE) INV. EL. = 1.18 (SW, NE) ST -25 TYPE 'C' INLET GRATE EL. = 9.50 INV. EL. = 6.75 (NW) ST -26 STORM MANHOLE COVER EL. = 10.23 INV. EL. = 6.59 (SE,NW) ST -27 TYPE'C' INLET GRATE EL. = 9.50 INV. EL. = 3.10 (NE) ST -28 12" MITERED END SECTION INV. EL. = 3.01 ST -29 15" MITERED END SECTION INV. EL. = 4.84 YD -15 12" DRAIN BASIN GRATE EL. = 10.70 INV. EL. = 8.00 YD -16 12" DRAIN BASIN GRATE EL. = 10.70 INV. EL. = 7.85 (SW) INV. EL. = 7.68 (NW) S SCALE IN FEET 0' 15' 30' 60' No. Date RevWn 1 7/24/17 REVISED SCHEMATIC DESIGN SET 2 10 10 17 COJ PERMIT SET 3 2/9/18 COJ AND COAB PERMIT SETS 4 3/13/18 REVISED PER COJ COMMENTS 5 4/20/18 REVISED PER COAB REVIEW THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE PAVING, GRADING, AND DRAINAGE PLA p` C2.17 S H E E T YARD DRAIN TABLE EXISTING SPOT ELEVATION YD -1 YD -8 12" DRAIN BASIN 12" DRAIN BASIN GRATE EL. = 8.50 GRATE EL. = 8.50 INV. EL. = 6.00 INV. EL. = 6.02 (SE, N) YD -2 YD -9 15" DRAIN BASIN 18" DRAIN BASIN GRATE EL. = 8.50 GRATE EL. = 8.60 INV. EL. = 5.89 (NW) INV. EL. = 5.81 (S) INV. EL. = 5.73 (E) INV. EL. = 5.56 (W) YD -3 YD -10 18" DRAIN BASIN 18" DRAIN BASIN GRATE EL. = 8.50 GRATE EL. = 9.80 INV. EL. = 5.52 (W) INV. EL. = 5.39 INV. EL. = 5.27 (S) APPROX. ELEVATION - MATCH EXISTING 26.50 FF YD -11 YD -4 12" DRAIN BASIN 18" DRAIN BASIN GRATE EL. = 9.80 GRATE EL. = 9.80 INV. EL. = 6.50 INV. EL. = 5.10 (N) INV. EL. = 4.85 (W) YD -12 12" DRAIN BASIN YD -5 GRATE EL. = 9.50 12" DRAIN BASIN INV. EL. = 6.37 (SE) GRATE EL. = 9.80 INV. EL. = 6.20 (SE) INV. EL. = 6.50 YD -6 12" DRAIN BASIN GRATE EL. = 9.50 INV. EL. = 6.18 YD -7 12" DRAIN BASIN GRATE EL. = 8.50 INV. EL. = 6.10 ! Oo. 4 ,) 1, i i , GRADE OPENING TO �� I 4i -, COMPENSATION / WETLAND- " CREATION AREA TO ELEVATION 4.0 104 LF,OF 15" PE PIPE \ I 20 10.0 TW 10.0 TW U, �T- i9.80 4.O BW 4.0 BW 9.0 TW > • Th' I1'%' 4.0 BW RETAINING WALL WITH RAILING - 1 \j r / ,/ <S 9.10 9.50 (BY OTHERS, TYP.) i 1 \ 9.85 D-10 4 9.50 WETLANDS tkj' 9.0 TW.. / 60 LF OF 15 PE PIPE 5° s 4.0 W I FLOOD STORAGE COMPENSATION / e 9.1 s.00 / I WETLAND CREATION 16.65 aso yl AREA # ] N . 4.o BW . 7r K �.. \ GRADE OPENING TO a YD -9 COMPEN I 9.50. a a a' 9.30 ; . SATION / WETLAND r 10.0 TW \ CREATION AREA TO ELEVATION 4.0OBW ST - t y 9 • 1. 05 LF OF 18" PE PIPE- T, x'1 9.85 9.5 °-- .. r ° DOOR ; r Nmh y! ° 1 R-35 PVC TW 2 SD .-nI ITI FT',CnNTRnI IQTPI IC.TI,IR� Yi ' 10.0 w" . �. A' _ I r� o 0 KEY MAP 0 OQ CID CO N �-W E --� S SCALE IN FEET 0' 15' 30' 60' ST -9 TYPE 'C' INLET GRATE EL. = 9.30 INV.EL. = 5.30 (N) INV. EL. = 5.05 (SW) ST -10 TYPE 'C' INLET GRATE EL. = 9.20 NV. EL. = 6.13 (SE) INV. EL. = 4.91(NE) INV. EL. = 4.41 (SW) ST -11 TYPE 'C' INLET GRATE EL. = 9.00 INV. EL. = 4.31 (NE, SW) ST -12 TYPE 'C' INLET GRATE EL. = 9.00 INV. EL. = 4.24 (NE, SW) ST -13 TYPE 'C' INLET GRATE EL. = 9.00 INV. EL. = 5.90 (NE) INV. EL. = 4.19 (NW) INV. EL. = 2.12 (SE) ST -14 24" MITERED END SECTION INV. EL. = 2.00 ""I NOT TO SCALE 9.00 ' `' " ` 1 OR EXACT BUILDING DIMENSIONS) ® mss, v i� I 9.50 �% 4 STORM STRUCTURE TABLE 9.5 F.F.E. = 10.50 NGVD (9.40 NAVD) e 10.05 .z -,x l OF 24" PE PIPE ` 9.45 I 82 F OF YD -1 35 LF OF 8" SDR -35 PVC _ G� \ I ST -1 62 LF I I L TYPE C INLET i0 PE PIPE 10.00 ® I -- -- - } LF OF 8" SDR -35 PVC II % ' 9.80 9.5 TW i �' i5 s 5.5 o ;T p(,, DA = „ .,; CITY OF JACKSONVILLE / 9.00 ' BUILDING FOUNDATIONS EM WALL / r N OF ATLANTIC BEACH 'I 0.13 AC , C !; (BY OTHERS) MAI (STREET ,� ..4 5.5 BW a ,. I/ NEW DINING FACILITY - ' ,9.20 1,862 S.F. N �' ' 131 LF OF 24" PE PIPE • «' r i GRADE OPENING TO ' �" 4 w t __ i, • =ER TO AZCHITECTURAL PLANS ''' � � � � +`� ' 9 OHP 9.5W `, °`' ' ''' RETAINING WALL ITH RAILING CA) o ^, <x ; h. ; •.:,. I 5.5 BW ti` k. EATIONAAREA O ELEVATION 4.0 ' CO EXACT3UILDING DIMENSIONS) - (BY OTHERS, TV � �� ' f � - � � CFi 11 60 NGVD (10.50 NAVD) 9.2 3 - ® _ I: 8" SDR -35 PVC '- `; - _ _ ST -8 �, , .. RETAINING WALL WITH RAILING 9.40 ��r h<, BM#22 4 _ _ HERS, TYP:) 1�/r,�; • ST -28 • / jBY OT __ ..> • _- / ` BASE FLOOD f_ � _...--. - 1,.. ,l, ,.�. �, ELEVATION: ) 5 j F e .:. ' , �, � •.. ���` " 6.74 NGVD ' SHADING INDICATES SPECIAL fi°' 10.00 TW 56 LF OF 8.65 FLOOD HAZARD 5.64 NAVD 9.50 ` j 6.00 BW ` RD IMPACT AREA 1F r , 15" PE PIPE ' T I t (TY) I t - I 19 Tr���® DATUM NOTE: THIS PROJECTS SURVEY AND DESIGN IS BASED ON NGVD 1929 VERTICAL DATUM. TO CONVERT FROM NGVD 1929 TO NAVD 1988, SUBTRACT 1.099 FEET. ,4 1, 4 ;... J ' _ .. `. DA 1:AC psi• LOMR CASE NUMBER: _ 8.65 ST -27 , _ , , : ,ao F ' WETLANDS 17-04-4155P - SHERMAN APPROXIMATE LOCATION OF WETLAND LINE , CREEK HYDRA " $ AS TRACED OUT FROM A PROTHERS• HYDRAULIC REVISION 1 40 LF OF 12" PE PIPE STORAGE COMPENSATION �. > Y "- BM#24 (9.43) S!� EV OU 8 DS,. 9.22 ME 8.85 LAND CREATION I S 1000 TW _ �,, g y5 ca(( 8s AREA # 1 R ,10.00 �'-. � , _.,, , � ig. Always s before. you d DRAINAGE LEGEND ST -15 TYPE 'C' INLET GRATE EL. = 10.20 INV. EL. = 6.25 E EXISTING SPOT ELEVATION 25.5 GROUND ELEVATION 25.50 PAVEMENT SPOT ELEVATION 25.50 TC TOP OF CONCRETE 25.50 BC BOTTOM OF CONCRETE 26.00 TC 25.00 EP 2 TOP OF CURB / EDGE OF PAVEMENT SPOT ELEVATION 26.00TW 25.00 BW TOP OF WALL / FINSHED GRADE AT 2/9/18 BOTTOM OF WALL SPOT ELEVATION 26.50 ME APPROX. ELEVATION - MATCH EXISTING 26.50 FF FINISHED FLOOR ELEVATION GNA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 `,,+,`��11JI11EI4#r'��,,, • i/ No. 54666 :* STATE OF ��''.�T�'• �4 0 R 1 DP•'�.��:��� �r J L J PREPARED FOR: FLEET LANDING ONE FLEET LANDING BLVD. ATLANTIC BEACH, FLORIDA 32223 FLEET LANDING EXPANSION ONE FLEET LANDING BLVD. ATLANTIC BEACH, FLORIDA DATE : JANUARY 12, 2017 PROJECT NO.: 1 16185 DESIGNED BY : JOHN N EVI N , PE DRAWN BY: JPM SCALE: AS NOTED No. Date Revision 1 7/24/17 REVISED SCHEMATIC DESIGN SET 2 10/10/17 COJ PERMIT SET 3 2/9/18 COJ AND COAB PERMIT SETS 4 3/13/18 REVISED PER COJ COMMENTS 5 4 20/18 REVISED PER COAB REVIEW THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE PAVING, GRADING, AND DRAINAGE PLA (v� C2.18 8 H E E T APPROMMATE LOCATION OF LINE la V BC AS TRACED OUT FROM A PREVIOUS SURVEYD BY OTHERS ..J - 134", 14ao o r taeo » 1635 (nP,cnf.)(e' rn1U I , °: •.._ ..,y' a"' 1,»1i ,.^\ "' \ ro"' x ty' xty. „ �- x th. ' - \ ��eF%f a 1455 3 ` U' l � %o q�f q -- E _ a c)) CA) I 10.0 TW ta_0_TW '4:. 163 1 115(1(_14, IHP li_.-^caLuaN _ ,a7o -- :n , • . �"',.. ,> ,\ _ _. ' ; �:., D .,.,L, 9 .-'--- .1500 / 1180 I---� SILT FENCE �..^ / -•.:� • _� � �__i \ ^ \ _fl70 LaSo = 1350", o P I I » / / :` a5o WETLANDS a`� a50 -A 7 - •.: 1440] f ' ....-., ;i, co1... cn�i„�e',F.. �`,•.� - ^' /r%ct �.. �.` • .. / <`, /� � .. }• ' ..---- ,^+:r... / flO1W \ Y / -: i7 AIWR. .., ,.. ..; ., :. `� % ._ 1:;'' �✓" / :f. I � 1600 � ' i.. .aosw jj 1425 -c, ...... �,; .. ��.__'`9if '`ee 0.4, ...-\. tf) /./ •! e� -145D L r 1400 -- / 12" THICK RIP -RAP WITH 1 / / FLOOD STORAGE COMPENSATION ` 51, 14.20 HP .-1525-.`'•' `'• -_470- ...._.._�.. , `°'-. ..;• .�,. "„'-'�•,... -. -�� tIDy,. \ tv' ,}''° ., ,� / ul � / /WETLAND CREATION mora % „ bphs FILTER FABRIC / _ AREA #1N 14osw \' 1S3 11 �� j 7 (- •`../' • IR \ x 6 ('ATCH M , J ._.J , , 14.20 -' _'): .^." •. •. ,, � C..r °'^�. lass C,_. I -_.J _. C� �, R,E(ep UNDERLAYMENT � .. 4° I __- ,.-_. Ir' / i_ 14�,-� o-", .5101 630 \ • 1450,..,., _1360 � C 860 ,\ _ 'HLIc`'a t°' A . ,,. •,.a"'' -' , Lp. eI ,� t0.' \6 - II _ -_._./ I o - _. _.,_. - .: ,/" < r 0.,5 {; _ - R SILT FENCE �� :. . • . ,a,^ \ __ -- „ ,,,f3e,5 I .1__ _ ..: I ,4. + (.:-...,,_ :.., - - , ...-. ,'.� -c 5 :� a \ ,,,� E I •\. _._�I � - e a, n. _}" .,: ;: _ -„ , J ,:._ .,.... _I. -.• _ ,. I :,r r , , ,,,.. .,,- } .. y. a80 +t o .....1.. _. ,%, :_.. ...� I � Ao „ a 5 ry - a5o o Ian a $ s LS- /� LANCNF- --•, h' ..\y ., ..- , - :. ,. .• -1185 9600 - C I I' �0 4r xL. " ,,�%` - - // -.,,.. -�:. .. � _--- -1,,. .... , '--- - \.,::, _i __'_". , s..D • �, -, j .re lip ...... 890. �'�:. , ,, -" z�./ 405W ,' _._; _.,_.. -'�_ . ,.. '`APPR�IOMME LDCA,ION OF NkILAND UMlI p JI i - • - ^ / L.: . • . AS TRACED FROM A PRenous sutivfl• z E TIO \ 635; �`',' INLET PROT C N TYP. "t , .;, ,, :... ., ev„ C'_- .. . , •... I a .. � ta4 1649 •�-,^ :a. I L. r DD `IPE ,„ •. , .. � ...�' . I FFE 9:98 ( ) .. -' •.. x �. 5:0...:, .. , iR0 - ,:; ' " i. 148_ i ---- •° i -7 " ;� '.- ' ` /113 �. 7... ,:•.. I_INb P.K. NAI1_ .. 1435 �. , +, °> e, _ _ •;. ,, - .In f...' ( � / � I V _�_._ .. •. : IDEP:71Flc.�, ION .>,, ,y !rti ' I>, a i V ass O I >`I t4C0 ?�a :' 11 ,o- , � L" � e^ : ,,:. ! :, , , ! . ..: .. � :. , . _. 40 BW ,. / ( \g, t. t » » y. ». b :. 14 ,. .. :. y , q.> ._.,.,. -.-.:.g, x_..x t n. w .. 5. ... , , :. t •O � i x 80 o x ? .a ,. e •!. ...: - ;... _., .6.15. , ., x ,' -- �+ •, : 1=.. , ° , « IDT :. ,, ,. , .. ... 690 ... �___`... , � �x � I I ... '+Yt. , 14 � ry .1. • I „� ,x \ ':rl t �, ' :. __. 1 •�, o- , .4,.. �• 1, •� �' - _, .<. ---- , � _. 'm � � 0 1 H. ., :.• I T 5 \ 1 „' % y a / % _._ .... ., .j, _._ ..... 6-. 4 ,a ;�y __._-r I I { q _ �Y e, 60 i I .. ,.. • fON,.PEtb- 645 _ _ _ :, ! . A t / , .. ?� cONcB�,i'. h.iF.E. y5, ._. QQ /L..__.___ / � � - � L giHt ,, yl ; o ., i r"� - _—.- ,y . �:� 1620 � •� ' � '� 9i 0 1150 t. 11100 Bi 6 / .._-, a60ME - e. H. �O ", ;' N i ! � \ :�. iQO� �__.. '.'• / `'10. � (� 65 �. I -. ......_ - __. 2 , 1650.. , .:.. _.:,. � ( � 1 ; 1. :: ,i, O.: ,n `-,<'�'. J, •d / i , a, /I a , I • { , n , : O °" Ik F.e ata` >:' : 1 F � 1, : I� � { ... 10.50 -..._ / ° ' S 65 .,_. .:.i. , -.. .._ _ :_. _:--_ ,xx- ,5^y -y ,..__..._ ._-. - 1 65M ,•1 s . h. . I—�12` OOR 1240 .._ ._..., ...: ..,<,°l`f' , �ed1,,.. .x a,�" l l -------- .__.. • ,.. , ..' ,e�� L -:j , BEACON POINTEga o65 t , l1 \— 4 I u""ME . PROPOSED INDEPENDENT FLEET LANDING BOULEVARDapp 130 UNITS / 79.917 S.F. . , iI h __ ---ri ,.,�,,,. w :No .. 7 -, . ,r`I ` ,.,n .��I ! ,.0y/, o, + tM1 e= ,>a _ ,.� ¢m ,n .` y�.mo, hl.. , ¢,y ,' , ,�m. oR,_,c�k„:[;.F r. F. E, (70.02 ) 1,•; : : .,_., .,. ,605 � ..,,.,,,•-. -. �/ � /7 ._ -_� -_� ._ ,- ,m. ~/ IMENSIONS ) � �• \/ PJ //�rm ig "_- e- ; -^7 ` -s.�Ljkii J: ,� .. -,. 7 a 61(REFER TO ARCHITECTURAL PLANS t , , 950 FOR EXACT BUILDING D F.F.E.=10.50 NGVD (9.40 NAVD) OMMONSWINDWARD C 1 \ i':, _. tr� ¢ � as - , .a .., , , � l4',� ,.. fl/ ;.. - .� � � / / � / a� - �" - - � _ r --.•r G� _ xl F. x` h• _ N .._— 1 (.: , 9 , �, -l�° 4 A f _ \ '� t 26,366 S.F. � i � oo,•I �;, NR 2 ` " REFER TO ARCHITECTURAL PLAr'S I9�' ( � FOR EXACT BUILDING DIMENSIONS a F.F.E. - 10.50 NGVD (9.40 NAVD, „ i asa+ 930 i 420 ✓ a flsME a, \ C \i' % 0,p,? -J 1600 \ .a ^.• �\ iQ48 r "•.,, �• +' 6,. � rAlCH t.4E,N e _ ,i,, c' ^-_ cry, r=<,::, ., :\ 1_. __._I gra �-J / x°'1400 •� m' . .,-. i. ,�-. F -Re ?4 I .._ r .. ',: ';' ,:,, .....-_.._„ � _ ._. .' -.,, ,.. ^'1646 :. ._\./ '°' 1Q '.. •...e• e.'..'� ate_ � °�-. / 450 l r 1 �" ;::�',, •.... !r, ... i_ fl50 .,.. •,>.., \., •� { ,0.40 �s• I..40TW � x. ,� 1. ,1 , ¢. ^I _�.:.._ i a _ . _ F.E. (rn. s> "t ;. ,;�%� '' '' � _' • •. ' -�, � - °y ,' -n.. a � M1" ,. :: .: „ ' i - `. .: , . , , - �. � / e�. ..: ' ` : .. •. ' r , p 0.Y t u, ..; `x` 1 . / �- t A 659•. ^ L-� 1 \ 11 RIP -RAP;. � . t _ alk'. ; �. @, . •, \, fl - __ � -'tc'� 43 BW x �, % K 4x4x12 THTC l , .. .. .,. . x .. .. -__ '/ � :' ,•;< - / .• . , 485: ... ;:e ". 470 -.. ' 1QOTW , 1635 :: �- . '.. ':' ',:: r - : �•.- ..:- ,_. , n?.. -. .. �. ,.... ., °°. -{-� i . y,,l. .-.. ta93ME .,- :.:,. , i `2 ,a 165/1 �-- .. x \ kv / Q "- : a50'•�e .. _7 _ 438W WITH FILTER FABRIC �� R — - i, s \ / laao 66s:- ,\ -- -0' laasa� -., _ - - � 669 : aao 0 1 / >--{ NDERLAYMENT iC eo - YssS _ I � , -BW 40 BW „ , -- -',i , ---- - ' �T' �5 r , .... \ - -. � { - .2. � 7 __ �',✓' 490 40 / .- � 1 7 � 1L80ME�.. _ ' .,.30 \ M11r -. ° - i -== .: '� .' - , .,. „. 1650 `� IDT ,...,_ ri', ' (- Y "� 5.:;0_ �> �•.[ _ rN 10.50 I� 10. • .,,,, - 1, i :.-: , , x 1", ,�\i" ' /_� - -,,.. • ,. ,•r a�;,°�° ,°1° � �...+. ��. ' I H .�L s�' / 408W / Vt � o\ r•?, a.. / 1 t / R I ,t. ' I i0... �' :.. " - .. - i - - 1Q50 f _J 1 I z -[6� I / , . ; � . ------j ; _,' � {_ � _ } � N (TYP.) �\ -- 1-1±`'.--- 1170••. •:. ,.: LF _•�J - e. T ,I 400 1640 I 1, ,rb , �; 6 } 1' , M1p U- {----_: ,1 , .. PAVILION __,_... ,.;`� ; _..' �: CTI Yh - _ �. o / Ina / / / Fr INLET PROTECTION \" I , •` ``` I xl. I � \ n r, r 1n506C t'. `-_.._.: .p.,• • ' '�. � --': .F; .4 s a tj'.\e, t» � '=c: '� 455. /{ \ inOlw" x \ •/, % -- 10.90 - r P ' 0." 4 0- I -- - .1..0. / ` - 1150 e, 11.20 - i _____: r .Q, -1, - ,:___ � �J,. " � �e P , � � 1915jo.o x- � 4oBW FLOOD STORAGE COMPENSATION u L11 _ 1 D 3 _- , - r: c1 ..,�i : .__. ,620) :. ----_ I c ,, .. ;y. I-•" � ---- ., . , \ ,, 9..5 435 / asSHP t..._ 570 1 _ [ /WETLAND CREATION AREA #1S / I ,.• ¢, - x,, ....:. • STORMWATER \ I At ,, .,. h ,� _} I 11.4 - , � _ 1' 11.a5r. , ....: ... ...:... : � AGEMENT FACILI #-- e� ` 615 : b I - I • I .. ,.:!: ; l a 0 } '{ 42 -�> L_ 685_ f I �5B WET DETENTION POND LL j W TLANDS I .. ,0.7 - , r o i1.55ME } - j l 1075 Y s ---- -T /�1 �` , -.. ' ` ,i:... 1158 .I _{ ,. -� flSTW----._'"_ ., - -a- � , sea: � -- i G- .. .,, :, .. b i y.,. ` -++ MorE \. ;. Q ` W - /' I y3y L ,. a ltd iQ70 - t . r oRF + 1..75 ,,,.,-_ / q I;}1655 t 0.e•;.P: ,, iizo ',:-,, ., :.:. i 1485 _-', - '•'. t6 ],�--J -- -- rEEo` T I'.-� R [ITE ,o MAIN STR \` ,' .v 1,.46 :; ! I —__ h 1 \ __ u `-N w, ER t'»'y ¢,� c} / .) • • / ••• 1 4 '')„ a' x NEW DINING FACILITY x _ (b 920 y_i I'd ::: :� _11.50 { • - --._ .. yk78' '+° 1 ,: `, / r,\ t, , ro / to C, .. • / t , ,1 . ., R� _ •� - t 11.862 S.F. {� 0.E. - e '..:' ,�: , ,ry 3'\ -!.,. .�•l, tl4 , '�-._ L _ a5f ".�)" ID� h, xs ..., - _.___>Ti�- - _-J.:`'J.,k,0. =M1hlx.a. a,x -- -10.-95- ,�� ,'.��i ��/ : .' .:•.. .. . ' . ` ,, 4„ ;B.ry..(RELFER TO ARCHITECTURAL PLANS -_+ a W O ;;; EaANR l'>. i�l_ a, : � 1 •' i - �` _ _ i \A�JN x — /' /z' •' p, r --25 fl ,, FOR EXACT BUILDING DIMENSIONS) 10.15F.F.E.=i1.60 NGVD (10.50 NAVD) t / _ 11 F--e't,••.. - -- „ a, � L' L f \ C1.20 1 , � W ;M1• , :— I ENC ` 11.20 _ '- i0..,.. r_.. -.._.__. .' .. • ,:. SLTF E INSTALL 24' WIDE BY 50' LONG m _.-. . - 500 BW ;z • - _'` - ..' \ a y — _ -___ `'' � � p � .STABILIZED CONST. ENTRANCE PER EROSION CONTROL DETAILS w ry,E _ LANDS U� , T APPROXIMATE LOCATION WETLAND LINE :, l' C+ , I -' : ( 'AS 7TiAGm OIIF FROM A US.. SUR.EY BY O114ER3 ' ;� n • ....t 'v _.,:... .. 111 �,., O .. :;,.. - ' . - ; .. ., .,; : '. ,r: '-'. .. x, x, , Mx P4E r10.4HNCREAT ON AREA SAAo T# -22 ME / ION \ ty. ,y .— — �r ., iP a ,e•EMr ,,"�-'' -3'�y.U -..:"(F^p'1 '. .,•.. �..: _- - - 'ri>.v'�,''�.�t"` ti r"[ _ ONl.1MENT - f- — / / �---• ,.3 O .r. ..., •, .. ,.° !� ,p°� �. ,..,p,,A're ri.. "'` tap» eve 7 cwmm✓r.,�Itt`s - 593 ME > C) \y. anon EASEMENT ,j,;9 •� , •-.• ,'', ,`' / /- ` e9 c \ 'E ga�011 x fid-\... �'°:3 `QS", `"^_.. ��,� -` _ = . • ,fib" C _ x _ - x60, 475 1 F �_ ...:ay.:r.rL j .,._.„... °< ...reh g, it ,5\ ” - 0 .- 1°t`�0'' ---• /y / � q t0 ;....s,. __-y,_ �" „111`._.. -_ _ �o� �^\�,.�•. !• _ EXISTING a,� ,p� 1 e, 9,,. `e�0 ` - a ,uq. 0.e• Eul 0 - ^ HEALTH CENTER ` TION (TYP.)eve 1 ' � ST • ,i � J • EYH .� . � ...f INLET PROTECI I , _. \\ ,:, n. s_':% t9 4,. .. x.�\\ '' : i /�j0 a' 4g� S 9p l � ode ��°�'� `an .. xt a, -- ��•���,, q ,� Fsi `1, '. �V. --'sKp%ATT /.3p, �•b!^ s 1 ' '� - Al o� `eh, , b}'f -+17:gs7 •,;>Aap)5 _$ �,lah S `a.� I\ ,. "_-o°, ,+..•oM1ti 'I `�•-u�--.�-.ah� `�.., \\ �v\ -i 6 ,+cRl<Q _ •�,:" y'la 0d` - e, l%e�` ye.1i'\w� �.' OhID+'� o, ¢ x , e < c' p-s'a� ,$' / t.0. \ \ 0, i t` rt. 111 l", x•� 4, `1y�' \�4rA+1NF (&N^) ¢ V � / _ -0..- ,pv� l ¢, 9. y ry .• M1 '•ks. x ry ` V1 x`:'i5' \ `, `4' x a '• �5" w� : \ \, \• rer 1° (\ P. �� �':\''/ rnP" ' `g, de' n:F A;ya .. tep� >, ye,. � ,\ 'e•' R'"a„ ±-S.>a?� 1` _......-V- ,:. 1,.:- P.' r • .•,• `<, / l:o • x�. h. \, \ \ 4, nm °� atr;l �¢. -lP 1.°t. ry, p, `. In -p, `.� �J , .. .. ... l¢'.i,P � ., � �• ,,, �' t� ;� �, F 9�f �0 H \ lt9" 1 E '\ io-n* ln¢� S ?° .�w ___ x(1- y K' � _ -6 `�y c,, ',•,v,, o' ,.A` i i,:. ,,,, \, 'C t .p _ / d- '"\ ,�. °C•,A , co-'xi°`•do i,- 495\JI „" °l' rF Prrr.h : Pn4t>f11,»' • xt° > �` °l'' , .x ,... j,�--. i, MLP„t,?:. \: , .. ,_ lA `,T,• \/ 0.P (i? 'G j`,' (`-gyp.... ^�1�\".J `,, 1 I I `%' .`¢ e ola •.:. n' , .$: •4,,", .:. 10. 1+,r. \ 1. `- '_...... x. 'r.n.u. , ..,, r: i , Sr, .. e,.. rzo l �+c° q' �• .. • ,o `.,. ;¢» 1i "\ \;, x. o''� a c3 ---n0. 'L^ml as 1� - ..:c�1, ID1s \ :' � .-,=,c waFr: � ES• - ict - l' � to , ,s.,*. _ .>§- N fia e° 5�•jC ` e, �^ ,.' t0'� r, .. I -I `'-_/ \ -_.__, „_,.._:. �'.:_ -: -.._. ..._:_ - ,_..__..�i ��; .1 O >n.'n30ME �¢a•' ^ ``.y` \ �i i ' ., � -- �� _ 1p-" - �\� , t°' p �.;`: a ,,t •' . Via. 4,;\ x xt n5PH41T 1, h., l ', a,. �,,t; , / ,' s '\ 1. 9 v' � w,uoo .. , iii 140M »�_ ^� ,.E� � ,� • • q, � £ `� �t t �'� a a WEST WINDS � t' -_.- ,. .•�. .4 x®:�P RESIDENTIAL BUILDIN -0 MEi o4 tg�l 9, dD OF /IAOCM] e, �^ r ..:_ ..._.- ,, �e. _..... _. c ,, �.,___-.. �.:' , v X97 .._.:w •' :,'' ,e 9. .\,o ST I \ x , _._ __.-_ , b t .Y'.h":, c,_ .. y ::. - _ - t'r, INV (5 I I), `..� ' : ' \ l la `�9e 11F .' ry•:1 ,6 g° �, xta'� J1. tID t ° tID NR-9tZ . -__ U-. ``• I- el c rE flee/- </. \�. /. �'¢,�sey el W E —� S SCALE IN FEET INN Mod 0' 25' 50' 100' DATUM NOTE: THIS PROJECT'S SURVEY AND DESIGN IS BASED ON NGVD 1929 VERTICAL DATUM. TO CONVERT FROM NGVD 1929 TO NAVD '88, SUBTRACT 1.099 FEET. SILT FENCING AND OTHER SEDIMENT CONTROLS SHALL BE PLACED IN AREAS WHERE OFFSITE DISCHARGE OF SEDIMENT MAY OCCUR. THE CONTRACTOR MAY ADJUST AND LIMIT THE 15 T ( c':SI'.- cZ p,$pt1MT � e x' ;{•' % f , - ,' �'r �@. ` - .. i �a,�, .- ,; 0. •w j x LOCATION OF SILT FENCING TO ONLY THOSE AREAS IN WHICH THESE CONDITIONS MAY OCCUR IN ' � ,h'A01 '• .. _;, .. leu) � `.'<. � ...._, I \ °, y __ o e /� r �\ /\✓�`' p. °, : ACCORDANCE WITH THEIR OWN SWPPP ;?S -.. „ .._ravcaF-a 1'.'4K :. ___, 1. . � .440 I' .. :'.°::: 494E t0.• / , a<,., / / \ gy / ,�a WETLANC 1 � ACC ST _, _-'..... - - . _-__ ° - , ,:,. .0..;. _,�_ ` 'o•' ... C,,. \ \ ,� \ °. y \ AR t ,a . N} -H ';` . \ f .:.: ._... Q�'•Y 3s EIECtH A[T - ., :' 4CD ; ` j, _E.6D ,. :._ O,J . ..: 5�'(,� / ,� -...4 ( ; \ r ��� � �/ t ��, to e, 5A,•+1 ,>i ENVIRONME� PREPARED IN THEIR NPDES PERMIT APPLICATION. ` , , --._. •.. �;-_ f -_ "-sn_ ... / - se• e¢emk NH °yg a . „ ,, ".,. (DA /> � 9� t �, ¢,,; � -_ 4� y, E / e'`•�rf \, 10.' t e� hw' seras•uw .- til,' -/ ,, r.. '��: , :l :.. 1, „i _—___ �.✓' 193\• tID ID'll 11 M1l - l»' ...4 ('i b'1 18.70• 111•TW ,, , \ - a85TC \ / '<' x _ _ ' �a t®.. t9,: x1S q t � '. r.. < � ; .c`-� 440 , : - \ .x.. .A..., ., _-._.... \. �\ �' �' `� ,-."�1-45•'h5. °p. te` t - � ? „ x x. \) G� !s• .. n\ �, °t{,, • �` `tatIDk t x16'4', , (9 an) _ / \ / te.nr7.- 1 �': ) vel t0_ $, , M1l e" lip, h :� conti•'xTr 7 �a�/� \�� So %,;, °r.r r. (,o os) ,� � �% / -^ _ .�/` , top /V0.7•pp• \ - f _ /•` \ \ \\ \'•ST 9.,/ ', ,i 1 . \ ,..:".:. .` : - � /.. V'i' l � 6" FfP -?]^, 0'1 -� OM1 I 0y r1 k,' 9, ��^ i7 • gip' , 1 1 ` \ \ ,i, , ,. >: G, 685' �.', q3`'�¢ � :.i, ,/ � / / �O•- ,Fr a) <�1?' // �, �qc�,h t1p 01f �' � #A I ®� ° 9� •��., o+,r COLEMAN CENTER / / a% , Always call 811 bef re oU dig. \\ / �/He °� i �1 4 a ` t p0. r n "1W I GNA Goodson Nevin and Associates Consulting Engineers E.B. # 26306 10175 FORTUNE PARKWAY, SUITE 403 JACKSONVILLE, FLORIDA 32256 (904)519-7770, Fax(904)519-7776 E Oma, O .•''''...... ♦ I No. 54666 'a •• STATE OF 4U i •• � i i F G 'w�r►nn��M���r��� r � pp l••!��•... L 'fid/sS;I� N �`�t,�q'-.. J PREPARED FOR: FLEET LANDING ONE FLEET LANDING BLVD. ATLANTIC BEACH, FLORIDA 32223 FLEET LANDING EXPANSION ONE FLEET LANDING BLVD. ATLANTIC BEACH, FLORIDA DATE : JANUARY 12, 2017 PROJECT NO.: 116185 DESIGNED BY: JOHN N E V I N, PE DRAWN BY: J P M SCALE : AS NOTED No. Date Revision 1 7/24/17 REVISED SCHEMATIC DESIGN SET 2 10/10/17 1 COJ PERMIT SET 3 2/9/18 COJ AND COAB PERMIT SETS 4 3/13/18 REVISED PER COJ COMMENTS 5 4/20/18 REVISED PER COAB REVIEW THIS DRAWING NOT RELEASED FOR CONSTRUCTION UNLESS SO NOTED ABOVE. SHEET TITLE STORMWATER POLLUTION P VENTION PLA 7 C2.20 S H E E T