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Mealy Drive 405 MAP SHOWING SURVEY OF LOTS 4 AND 5, MAYPORT INDUSTRIAL PARK AS RECORDED IN PLAT BOOK 42, PAGES 48 AND 48A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. M, • 1 OFFICIAL RECORDS VOLUME 4450, PAGE 233 I I„EWIS SUBDIVISION i (214.03' FIELD) PLAT BOOK 24, PAGE 92 i N88'40'00"E 214.00' FOUND 1/2" IRON l d' CHAIN LINK FENCE r..-.,---+,�--•,l� �'�r'� '-�'—""• "FOUND 1/2" IRON 1 ' FOUND 1/7" IRON PIPE, P 1/2' I4 ._.�.�,�,�— r a.�,----,-- ---,•--,�--`---a---`--,—_,----,_— ,--�,--•,�.,•.� PIPE, NO CAP --,---^"" '� I PIPE, LB.3d72 .0' (81.71' FIELD) 6' CHAIN uNK FENCE t.o' I 1 0.3' i i I i � I N N 00" N 0 I N . rt I 0 L 0 T 1 I 9.8, 40.3' I FOUND 1/2' IRON PIPE, NO CAP D J m 9 .. c L 0 T 4 0 n 65593 SQ.FT. j I �O : 1.51 ACRES± u co Lu o 40.2' e w c>0 DONNERS REPLAT NO.2, PLAT BOOK 25, PAGE 68 I 0y9.4' Lv U) N I Q K) I O 1p o 000© I dol C) 0 z r Q I I L 0 T 3 ZI CONCRETE (N84'39'35"W 16.86'FIELD) N84'54'09"W CHORD=16.85' RADIUS=60.0007' 6' CHAIN UNK FENCE • � I FOUND 1/7" IRON FOUND PL/52 IR .1674ON S 88'41 '0 0"W 197.19' PLAT — PIPE, LB.3296 - — — 4 (588'35'23"W 196.35' FIELD) I FOUND 1/2" IRON { GATE PIPE, L6.3295 I I CONCRETE °• Tt w 1 0 N T (N16'55'24"W 103.83'FIELD) o W N 16'55'1 5"W L 0 T 5 u CHORD=103.83 o W I S RADIUS-60.00' 1 ¢ N 89'15'00"E 235.00' MEALY DRIVE _ g P H _$"PVC r1� MANHOLE c�cz • cn RADIUS POINT TOP EL-14.17 CENTERLINE _ 50' RIGHT O►F WAY (PAVED) // w.INV.EL-9.32 2+3•J•t 49.9' Lk5 R 11 S.INV.EL-9.42 g (0# W I N \_p>oiGL]4 NCRETE I N I is NV... 14 7THIS 1"NECEIVEr' OCEANSIDE BANKS MADE FOR THE BENEFIT OF NOTES; CRETE BLOCK WALLTEXAS ENVIRONMENTAL, INC.; TRISER 9.7' i.t 13, Four+p 1/2" IRON 2 2000 OLD REPUBLIC TITLE INSURANCE COMPANY AND THIS ISA BOUNDARY SURVEY. EDGEPAVEMENT RISER o i � P1PE, LB.3672 OC-T 1AKEL COLD, STIEFEL & RAY NO BUILDING RESTRICTION LINES AS PER PLAT. \ O 1 � °f _ -- HOLBROOK, , b' d' CHAIN unK FENCE - ,o• - city of Atlantic Beach AND IS IN COMPLIANCE WITH THE MINIMUM TECHNICAL BEARINGS BASED ON THE NORTHERLY LINE OF MAYPORT INDUSTRIAL I CONCRETE FOUND 1/2" IRON S88041 00 'W 1 fi9.26' plUjlding sna zonlns STANDARDS SET FORTH IN CHAPTER 61 G17-6 PARK AS PER PLAT, AS BEING N 88'40'00" E. PIPE, LS-M72 (S883925 W 169.10 FIELD) OF THE FLORIDA ADMINISTRATIVE CODE. I METTER® _ THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD L 0 T 7 ��- ZONE "X" (AREA OUTSIDE 500-YEAR FLOOD PLAIN) AS WELL I ! AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY-PANEL NUMBER 120075 0001 D, REVISED L 0 T 6 APRIL 17, 1989. FOR THE CITY OF ATLANTIC BEACH, FLORIDA. BENCHMARK; UNLESS IT AND NAIL IN NORTH SIDE of WOOD POWER POLE I DONN W. BOATWRIGH .S. . TME ORIGINAL ARAISED SERS THE AL OF AE FLORIDA AT SOUTHWEST CORNER OF PROPERTY FINAL AUGUST 18, 2000 FLA. LIG'. SURVEYOR AND DAPPER No. 3295 LICENSED SURVEYOR AND MAPPER, THIS ELEVATION = 14.51 (POSTED) ADDED TOFPO FEB. 1, 2000 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. 3672 MAP IS FOR .INFORMATIONAL PURPOSES ADDED TRIEES JANJ 7, 2000 ONLY AND IS NOT VALID. REVISED NIOV. 16, 1999 REVISED NIOV, 10, 1999 SCALE: 1" 0' FILE: 2000-6Q9 DRAWN BY: AJ B0ATWR,1,G,bT LAND SURVEYQRS,,. in1711 SOUTH 5th STREET JACKSONVILLE BEACH FLQ.RIDA DATE: OCTOBER-12--1999 SHEET 1 OF , (904)241--8550 DISK:20-AJ-2 X-REF,2000-63-,&--99-733 I t ti MAP SHOWING SURVEY OF LOT 4 AND 5, MAYPORT INDUSTRIAL PARK AS RECORDED IN PLAT BOOK 42, PAGES 48 AND 48A, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. x 11.80 x 11.97 x 10.9., x 11.9 x 11.$ I i I LEWIS SUBDIVISION (N�8'38'45"E 214.00' FIELD) O.R.V. 4450, PG. 233 P.B. 24, PG. 92 fy 380 0100"E 214.00' a' CHAIN LINK FENCE 16-PIN E 14"PINE , 3"4' FOUND 1/2" IRON ,�•�r FOUND 1/2" IRON P1P7 p15.167A 1, �_. r� -, _ _.� -_r $ET 1/2" IRON PIPE, NO CAP 14"PINE 2 PINE P1PE, L$.3672 _a - - �,� ,� x11.9 12"PINE 1.0' II II (81"71' FIELD) 6' CHAIN LINK FENCE 1. 15"PINE 21"PALM 9"PINE 15"PINE 10"PINE I�I x 11.2 15»PINE 10"SWEETGUM d x 10.5 `y 11"PINE i 12"PINE _ 11 _ _ _ _ � 20"PINe' _ _ ._._ _.. .._ _ - - - - _ _.. _ .._ _ - - _ 13"PINE )I r- - x31.9 20.0' PRIVATE TREE PROTECTION LINE it"PINE 12"PINE o )I I x 11.6 I x(11.7 t I 12"PIN 10"PINE x11.8 I (�' I 13"PINE 16"PINE (V x I1.2 12"PINE I 7-PINE I 00 1 1 I 6"PINE " 17"PINE 16"PINI~ x 11.3 11"PINE I I ¢ 12.6 15"PINE t 3"PINE I I 12.8i 11"PINE 12"PINE 10"PINE is x 14"PINE 1 20.0' a L 0 T 1 12"PINE I10"PINE 1 15"PINE 14"PINE 9"PINE I t.� 24"PALM 12"PINE 10"PINE 1Q"PINE I I 11"PINE x 11.3 I 10"5"PINE 11"PINE x 11,5 TK i L O T 4 I FOUND 1/2' IRON PIPE. NO CAP I' 444"3"WATER OAK x 11.5 01 x ;3 I I ,, x 11.6 8"8"8"3"WATER OAK I 11 13:1 0 x I 15"PINE 65593 SQ.FT. 1 1.51 ACRES± 15"PINE x 13.4 19"PINEVE Q"PINE 6I'7"3"WATER OAK 10"S ETGUM x 12.2 I ` 17-PINE' 17"PINE I 0 17"PINE 17"PINE t6"PALM � I I 18"PINE 26"PALM 21"PINE 18"pINE I 15"PINE O T� Ir 15"PINE � 13.42 3.4 I I W 1 4"4"WATER OAK t"; r. >A 11.9 I 14"PINE 17"PINE �I () p �' x 13.44 121"PINE 19"PINE x 12.2 O 1 6"WATER OAKM 1 i I � p - I I 20"PINE U L j I O PINE 11.9 00 NXII,9 I 1 5"3"2"LAUREL OAK N 1 xtz., 19"PINE 18 PINE 10"PINE wl L!V DONNERS REPLAT NO.2, PLAT BOOK 25, PAGE 68 7.5' I a I rs i l Uj g 1 14"PINE 22"PINE Q I QO o 1 I Cn 1n O I I¢ 20"PINE 0.I CV O C7 0I I C1. Q 14"5"WA TER OAK (/) x 12.0 O , ; 17"PINE 1O"PINE (V I I`� , ! .. 2.2 i021'PINE L 0 T 3 x 13.43; 1 ki"(1) PINE Q ( 12"PINE 18"PINE "PINE x 12.3 6"7"WATER OAK CONCRETE ! I 6"WATER OAK 21"PINE x 12.0 17'PINE {' 16"PINE 15"PINE I 1 10"PINE x 12 0 8"3"WATER OAK (N84'39'35"W 16.86'FIELD) t 1 17"PINE 0 1 N84054 09'�W L- 14"PINE 19-PINEj�� 15"PINE . 17"PINE I , " CHORD- 1 6.85' 18"PINE 7"5"5"WATER OAK 154 WATER OAK 1C. RADIUS-60.00' � -- • x4"WATER OAK 14"PINE 6"4"LAUREL OAK I FOUND 1/2" IRON FOUND 1/2" IRON 9'PINE, 11"PINE i PIPE, LB 3295 PIPE, PLS-1674 13"�+��� !S88°41 '00"W 197.19' PLAT _ _ - -- - r _ � � __ _ -- _._. - - - - - - - - - - - - - - - - 10"PINE � � x120 - �sa _ \ (S88'35'23"W 196.35' FIELD) FOUND 1/2' IRON x GATE E 12.2 I TREE LEGEND F 1 13.54 PIPE, LB-3295 \ 19"PINE ,_ .�. •---••--- J`�J 514"4"WAT[-R OAK . CONCRETE `3.630 / �y0 1�QL x 13.a \ 12.8 18"PINE i .I . I t} 59 \ 0 \ x t 2.t 9"7"WATER OAK 1 " 0 0 3 X 1z.t \� 0 19"PINE I6 3"WATER OAK � PROTECTED TREE x 13.f> 1 ,.,,, 13,4 \ 5"5"WATER OAK 1 k`/ r N %J (N16'55'24"W 103.83'FIELD) \ 01 17"PINE 0 N 16'55'15"W 1 - PF J9 9 2000 1�.! I a S CHORD-103.83 �� ,5"PINE i 1-) x12.2 City of Atlantic Beach RADIUS=60.00' Building and Zoning N I I x 13.3 I '20.0' d• r rr r VC 13.63 13.3 I L T 5 1 O LL N89 15 00 E 235.00 MEALY DRIVE _ p�� "p�- 8" 6 T _ �� r MANHOLE ! I x 12.7 1 �. 4.17 CENTERLINE RAD1U5 POINT y�INV.EL,9.32 ) J 5 50 RIGHT OF WAY (PAVED) ul/ 13"PINE .It;� t>✓ a// S.INV.EL-9.42 x 1t.s t" ; ' �? $"PINE o (0 ANC I u7 12"PINE �9QG 16"PINE 1 J'a 13.75 °0 1 0o x13.a � � 10"?SINE THIS SURVEY WAS MADE FOR THE BENEFIT OF NOTES: 13.51 13.67 I OCEANSIDE BANK; TEXAS ENVIRONMENTAL, INC.; 7,5' PRIVATE TREE PROTECTION LINE FOUND 1/2" IRat OLD REPUBLIC TITLE INSURANCE COMPANY AND x13.1 TVCABLE a!_ � � � _ � � � � - - .._. �.. - - r.. - - - - -. - - - - - _ THIS IS A BOUNDARY AND TREE SURVEY. EDGE PAVEMENT �J RISER a0R n PIPE. LB•3872 HOLBROOK, AKEL, COLD, STIEFEL & RAY NO BUILDING RESTRICTION LINES AS PER PLAT. s6 5 r: . ­ ._ BEARINGS BASED ON THE NORTHERLY LINE OF MAYPORT INDUSTRIAL #O �, - -- 6 CHAIN uNlt FENCE AND IS IN COMPLIANCE WITH THE MINIMUM TECHNICAL CONCRETE SET 1/2' IRON S88'41 '00"W 169.26' STANDARDS SET FORTH IN CHAPTER 61 G17--6 PARK AS PER PLAT, AS BEING N 88'40'DO" E. 3 42 PIPE, L8.3672 � OF THE FLORIDA ADMINISTRATIVE CODE. x 13.39 (S88'38'37"W 169.12' FIELD) x 11.4 x 12.s BENCHMARK: 1 WATER 1.3.32 ELEVATION = 14.51 x 12.", _ METER ® r (POSTED) L 0 T 7 ) x 12,7 x 9, 9.9 THE PROPER 1•Y SHOWN HEREON APPEARS TO LIE IN FLOOD � x 12.3 _ _ ZONE X (AREA OUTSIDE 500-YEAR FLOOD PLAIN) AS WELL I x11.9 x14,.7 AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE MAP" COMMUNITY---PANEL NUMBER 120078 D, REVISED APRIL L 0 T 6 17, 1989 FOR JACKSONVILLE BEACH, FLORIDA. 1 BENCHMARK: UNLESS IT BEARS THE SIGNATURE AND NAIL IN NORTH SIDE OF WOOD POWER POLE D6M W. BOATINRIGH THE ORIGINAL RAISED SEAL OF A FLORIDA AT SOUTHWEST CORNER OF PROPERTY FLA. LIC. SURVEYOR AND MAPPER No. 3295 UCENSED SURVEYOR AND MAPPER, THIS ELEVATION = 14.51 (POSTED) ADDED Topo FEB. 1, 2000 FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. 3672 MAP IS FOR INFORMATIONAL PURPOSES ADDED TIREES JAN.17, 2000 ONLY AND REVISED NOV, 16, 1999 I NOT VALID. REVISED NOV. 10, 1999 sCAi.E: 1"-20' FILE: 2000-•63 DRAWN BY: AJ BOATWRIGHT LAND SURVEYORS inc. 1711 SOUTH 5th STREET JACKSONVILLEBEACH F �RID� DATE: OCTOBER-12--1999- 11 SHEET 1 QF LL(904)2241-8550 DISK:20-AJ-2 X-REF.99--733 - I _.1.0..x H-R_-C?LL UF------D-Q-ORS 6'-" 2 ° W NDoW_S.... I 1140, (N 3c)x 6 $ PEkSONFl_ NCR 4 , —WITH ELECTRIC EXIT SIGN ABOVE _ t i r �I I i "s i i tl {� EF' NIS�X DRINKING R . FOUNTAIN 0 A IVAit 0 A1C BEACH iI Ft gra � � C JUN 2 � �p00 errnn=.�� 19 20r�'u City Of gtlarltic0 coch 405 ME /_""'ILY D R, �rtcl FIREp�.E�JE1� I0µ zoll ; SCALE: APPROVED BY: BRAWN 6Y DOVl5ION DATE: 6-16 0 C. REVISED GEI — HAL �,`. ONSTRUC i ION DRAWING NUMBER 11.8 • 12,0 - -- •- ---•- -- -_ -� 'I,--�- - � 10 0�) I • 11.9 • 11.8 _" � i. _ O.R.V. 4450, PG. 233 I LEWIS SUBDIVISION _ - f (N88'38'45"E 214.00' FIELD) /f » 16"PINE 7.6 __. _12 ,/ ( 88°40 00 E 214.Og ',CHAIN LINK FENCE 141' ,--�-Y° P.B. 24, PG. 92 FOUND 1/2" IRON -- 1_ - 7 i SET 1/2" IRON FOUND 1/2" IRON PIPE, LS-1674 ) 6• II ~' -,_i�-�--x-�'-'� - . ::w 12 PINE PIPE, LB.3672 '�' 14"PINE PIPE, NO CAP _ 11 9 12"PINE 1.0' __� - ----- •---_ - _. ,-.�, .-- INE �" ___ _ (81.71' FIIELD) 6' CHAIN LIN le I C / 21"PALM 9"PI E 15"PINE 10"PINE I ' • 11C?3L t5"11 �� 1u"SWEETGUM 20' (5) WHEEL STOPS I �` II 11"PINE i `12�- --- J ,10.5 I / (n'�') 12"PINE ---� 20"PIN -- 13 PINE • TEGTION LINE 11"PINE I I '~ I - �_ 1 0'C -,, ..rrf�: V '" t 2"PINE Ld 7^�- 1 - l% 11.7 11.6 \ 1�"PINE 1 .$ 1 'PINE 16"PIfJE I cV I '?• 13"FINE I ' T , zi . 8"WATER OAK \ M w CV i_� u • 11.2 12"PINE I 7„PINE 0' 10 20 I50'• 85' 6"PINE - 11.1 1 70' 1. 11"PINE 0) I 17"PINE 1'}:.3 I d I I 13"PINE I m rn 6 15"PINE I N 11"PINE I i(0 Y I 2.8 I 14"PINE ` 1* 12"PINE 10"PINE 0 FINISH GRADE L O •I 1 ` 12"PINE to"PINE 15"PINE R15' I 24,.RALM•: 14"P{NE PINE I 1 .v i 7"SWEETGUM .•t, 12"PINE 10"PINE i \ 1 "PINE I R15K t1"P1NE 1 \ - 11 I5 I 10„5"PINE 11"PINE 4 7 4-,-"-�---7 7'--r�.-. , V. 1 (. - N FOUND 1/2' IRON I . n v ,,, •:4 0."3"WATER OAK \ �, D.I. LAMP HOLE COVER SIMILAR v. v. L . , .'O.'• T•' : :> 'B"8." "WA7ER':OAK. OR EQUAL TO NEENAH FOUNDRY . CO. FIG. NO. R-1971. , o d. - i -6 PINE i . -� . . . . .I.'...."...I..I.'.. �..�4....-.4. -... .. -..� -... %.. ....,.,W.� 0 11.E -65593' ,5. '' \ P 1. 8"SWEETGUM 15'PINS: 1 .1 '' RC1•;;QRS ': *11.5 INe :• : : ' ..�,7„3,.WATER OAK/ �� 8"SWEETGUM 1 �I .'�.o PiN . . CONC. } o. .• 4 MIN / 3.�T W. 6"swEE1 t "S GUM NT 0 W ENG ASEME L� Q7 ••� :`.v.• / „ I, "PINE I . ' 1.•7. PINS 'v'.. S5 .'* '.,..:::��-.: 0 C 00 W.: CLASS N 61, P INE. 1 - ...;.,-"9-°`-•a \ CONCRETE. N 17"PINE 1 7"PINE 20"PAi o;' :d. o. d;A.o. .'d. rn 1. N • 26'.PALM' 27"P1NC; 1. ..pIWE: ;.,; I '.p• v :. v. N 1$ PINE (� O :'� i 'PINE ' ' v.. S"PINE _ 1 �. L c0 v' .X. b•'' d .a , • {.' ..0. 4'4"WATER OAR` ,-� 11.9 . v .'v' _� ),� . v -'d' vp d' _.� �,/ , ' : . --- "PINE 14 �1.7'RI 1 �I N T� �i . WYE � \ I ] �-d H ¢'•• 'v.�. n' .'v.'. v • 'v•.�. STOPPER • BRANCH \ o. o: , 0 FFICE :•z1'f'IfNC•' 1.9"P11i' ' P. ' v': d:,A-'•. •.v,' ,b . CU 13 L NEW 0 6„WATER 0AI< :�: v• �. v d v .'d v d A A I 0 H PI . .�; ANDS 0 T• N O ► ► .2Q:'PINE .' ."Q. r 45' % LIJ t So O 4o x � 0 8 N I z I L FFE=13.50) / ` - �. p.. �� O r ' µ+ I, . L\, •1'1.:9 . ;.'-;.'•'• : :: . : .." , .' a 5 3"2"LAUREL OAK N I w A� I ' O 5 cc • 12.1 .. T1FlE' I.8 . t�E•' W d. INV. ELEV. ON PLANS GIVEN AT THIS POINT I I p LEGEND I w R15' 1w O .%••'•..•,.. .' .•. Q I LIJ22"PI E/ r 1- I( 14"PI E •�• • .�. 0 _..• - I •.>•. 0) in - t3- EXISTING CONTOUR I `� i . Imo' ° I CLEANOUT ET I I { 1_0 � \ A/ NEW 6 SEWER . ./ , - . . . . . . . . . O 12.0 EXISTING SPOT ELEV. SERVICE ® 1.00 ;Q. 4"5"WATER OAK lf1 12 0 1 NEW N N.T.S. I o �.i"�i E �ry'piN : I I I 1' WATER EXISTING TREE �sERvlcE z: :. z1"PINE I * 1 (DEA ). • TO BE REMOVED L Q T 3 13.4 1 7 12"PINE 10r P! I. : :: ;.' �.' :.'• ;.'•, .' 1.2;x• ::, .':, . i3"7"WATER•'q- . - - :••• . I '° PI E NEW CONCRETE PAVEMENT ' 6" THICK ASPHALT 6" CONCRETE PAVEMENT 801 I I ( :: 1.S,PIN'E • FDOT SECTION 346 CLASS I CONCRETE CONCRETE I1 ;'PIpjE 6"WATER OAK `• I SHINGLE TABS I I ` 1721'PINE 12.0 ;1 � � (6" THICK) c 1•�,•pIN�:;:. .�f50PiN8•. t 1 I � �1* ( 11 10"PINE �.- 12. g'`3"*A�Ek;:a aK 20' NEW ASPHALT . 4. I I .> / I 17"PINE „' I 4 I I o .. ...,w�;*: SHINGLE TABS .1 14" NE 14"PI E :,ta;'p.INE': I R50' I 18"RINE �' I"S`5"-VATER, 'OAK 5'4"WATER OAK (N84'39'35"W 16.86'FI LD I __)� I ) 5„4'WATER OAK N 0 6( 4 „6 5'4°WATER 0 v1 6"4"LA�]F�1;L:dAK FOUND 1/2 IRON ` ' I 11. .. ]4'Prrl , : :a,i:'PINE '.' PIPE, LB.3295 I C H O R DI 16.8 5 PIPE. L5. 14 J 9"PINE I' L 13"PINE P " C 11 7' •� .'• •. :•'•�'• '•.*.' 12.0 RADIUS=f1jo.00' I \ n7. 1d PlhlE.: . _ 5 Ov v 0 0 COMPACTED SUBGRADE MIN LBR 30 • • • . . .2 98% MOD. PROCTOR AASHTO T-180 3 5 ND ' IRON 1. ';Pi E' :5'4"4"WATER OAK AD1Di;NDUMS \ . ..a v ❑ v *' . 1 ) Concrete eTntry to be deleted 13.4 PI LB.3295 I0 2) As halt shin les to I RETE FLUSHING HY T I v 6'. • •.'• .. . ...P . . . P be CONI 1 .s v J deleted TYPICAL PAVEMENT SECTION / 5�8.$ 13.4J 03) All drive a a> eas to be compactrd F '9"7"1NA T'E11•':OAX-' T.S. / 13.6 `cti 9'1 R3D' p C7: 12,1 I6"3"WATER OAK W Shell Sand k N. o' :19:PINE' � I 6" X 2" RED. 13- v 93? v. I 0 \ 5,x•5"•�f(4TEFt•J, 04 I 13.5 p . . I - -J N16'55' 4"W 103.$3'FIELD) J:~ Q ( 17"PINE { �- N16°55'15"W 6" C.O. \R15' �' Of o 15"PINE \ 12.2 Z I � �� � �6„ W CHORD�103.83 ` �) J ►r1 I a r•J RADIUS=60.00' �� R3 v �' ' ' ' ' ' ' 13.3 1 d 6 Z-4 I '� r MEALY DRIVE RADIUS POINT V - 6 13.3 ;: C R55' p � a 6"P ' ' N89°15'00"E 235.00' I' I 1 "S 2 MANHOLE I"r O CI Y OF n I 'a- TOP EL-10..17 a >- o CENTERLINE 50' RIGHT- OF WAY (PAVED) W.INV.Elf9.39 a t5"PINE �- ATLAN IC BEACH I '�� � E.INV.EL 9 4 11.9 4"4"ELM "PINE S.INV.EL=9.42 I 10 9.3 NEW TALI{, FARM L� o /IZ9,2 12"PINE 0",�,� 16"PINE I PROJECT L CATKIN I I ui �I �9 �' 13.8 Z� lam- - i I � CIT OF I .4 \� ` . " NE NEPTUN BEACH I J�� 13 � .� 'I a � -p I I -- - --- �5 6'p 13.7 \ -Z - �- 7 n 13.1 TVCABLE - V% - �- q RISER WOOD \ 10 \ � � 1 4 .7 116 POWER ,R LER ANCHOR \ , FOUND 1/2" IR� 0 © ` FLOOD ZO \ wry. _ E, 3rY72 I SET 1/2" IRON I s.t S88`41 '00"W 169.26'\ `� 1° a I THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD I \ CONCRETE ", 1 .4 r,� I ONE "X" AREA OUTSIDE 500-YEAR FLOOD PLAIN) AS WELL ~ Z PIPE, LB.3672 I \�(S88*38'37"W 169.114'4FIELD) \- _ 13.o I t 3.4 _12_� t. , B EACH O AS CAN BE DETERMINED FROM THE "FLOOD INSURANCE RATE -- 8 D REVISED APRIL I � WATER \ 13.3 � 11-- -- -� � �"~ - ?-�� IQ� �`O BLVD CITY D I MAP COMMUNITY-PANEL NUMBER 12007 ®7,4 9 FOR JACKSONVILLE BEACH, FLORIDA. _ METER �� ~ ~ ~" - '� 9 9 ? 0 ti�`��N ` 9 Q JACKSONVI LE 17, 198 I ,� , , . ' 12.7 2 --�R „_ _ _ „� - aF,,c,� ti4�a B EAC 11 H C) '' 1': . r. _�-• -- �- --12- . 12.7 ,z'Q\•P\\• �� o 1 cu K• 12� �.�. Z 1-1 BENCHMA I "' NAIL IN NORTH SIDE OF WOOD POWER POLE ,� r- OF PROPERTY L o r 7 I ,v� 2 Q ZDQ� L 0 T 6 I r AT SOUTHWEST CORNER I (D� H% 1 Q ELEV. = 14,51 (POSTED) ( VICINITY MAP EC `" � ��'� I Gti(SO�I<��t�-t-��� �� A. Imo, r^'•JVa1 j iO�� f ro I X11: Dl�iSl�1`, ►J fiJ J 2000 1 l •+. i �, , j r0 0 Project No.: 19Liildin,9 w 1 Designed Released For Construction Wicker Inc. � Connelly �I-1irt�TA 0001-04 I B. KIENTZ , MAYPORT o Cn Drawn Consulting Engineers o R. SIMMONS By 11� INDUSTRIAL PARK SITE PLAN - Al Checked This Drawing Is the property of Connelly & Wicker Inc. PREPARED FOR Scale B. KIENTZ Florida 1"= 20' CIDa and Is not to be reproduced or copied in whole or in Jacksonville Beach, TEXAS ENVIRONMENTAL, INC. part. It is not to be used on any other project and Date : O.C. Destln, FL • Cashiers, N.C. qb5rY1 �&( �J )C- No. Date Revision By Reg. Engineer MARCH 1, 2000 Sheet -1- of _ 1 _ R. WELCH is to be returned on request. I I Lo (P 04 c-4 00 ,B, GENERAL NOTES: � w u� U 1. ALL WORK SHALL CONFrORM TO THE STANDARD BUILDING CODE D (1997 EDITION) AND 0-n-HER,APPLICABLE CODES. .6 o► O �¢ c- 0 W 2. REMOVE ALL TOP SOIL & ORGANIC MATERIAL AND OTHER DELETERIOUS cx, L�,� MATERIAL, PROOF-ROLL_ WITH VIBRATORY COMPACTOR, PRIOR p TO CONSTRUCTION. I 3. FOOTING DESIGN IS BASS r 1° ' 24"x24".x1$" SUMP QED ON MIN. -SOIL BEARING CAPACITY OF c Lr) ' 2500 PSF AT 95% DENSITY. SOIL MUST BE TESTED BY A LICENSED p 0 ENGINEERING TESTING COMPANY. ' f 4. ALL CONCRETE SHALL H a ¢ iAVE A MIN. F'c 3000 PSI AT 28 DAYS. N O N s I 5. ALL CONCRETE WORK SFHALL BE PREFORMED IN ACCORDANCE " WITH THE LATEST ACI -- 301. • ..... (D U_ .. co� 6. WELDED WIRE FABRIC Tt0 ASTM A-185. C ry� ' ca SLOPE TO SUMP p 7 1 6 CONCRETE SLAB W/ x ;n 1/1+a" PER FT. #4 12" Q.C. E.W. J 7. ALL REINFORCING STEEL SHALL CONFORM TO ASTM -- A615, GRADE 60. 4" OO N � _ Y 8, MINIMUN COVER FOR REI INFORCING SHALL BE 3" FOR FOOTINGS, o Q 2" FOR WALLS, AND CENTERED IN SLABS. � 9. REINFORCING BAR SPLICEES SHALL BE 30 BAR DIAMETERS, MIN. AND HOOKS SHALL MEEIT ACI STANDARDS. /13N� 10. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH ' STANDARD ACCESSORIES; DURING PLACING OF CONCRETE. 11. DETAILING, PLACEMENT AaNl) FABRICATION OFREINFORCING STEEI � SHALL BE IN ACCORDAN(C� VvITH ACI - 315. MANUAL OF STANDARD PRACTICE FOFR DETAILING REINFORCED CONCRETE 8" CONCRREI'E :WALLS VY/ - w #4 @ 8" O.C. E.W. STRUCTURES. Q 12. PREFORMED PLASTIC WAITERSTOP SHALL BE DUMBELL TYPE - (3/16"x6') COMPLY WITH{ CRD--D572, SYNKO-FLEX OR EQUAL. p J �A, U Q w 50'_0" Q m LTJ J I� PLAN VOUT. z � SCALE: 1/4"=1'-O" (� L'J az z z SUM 8" P " 2" LOCKING v) 2"� SS PIPE 1= SS BALL VALVE Q 8" CONC. WALL W #4 � 8" O.C. E.W. 1 11/2"x1 1/2"x1/4" GALV. 4 � � w I 8" CONC. WALL W SEA' ANGLE CONT. STEEL / GRATING �' ` #4 C� 8" O.C. E.W. .l �-- `" WATERSTOP CONT. 6" CONC. SLAB W ` (SEE NOTE #11) #4 9 12" O.C. EX - WATERSTOP CONT. _ � � T77- GRADE (SEE NOTE #11) =-" -; GRADE t W cY a.-. =.a--� _ _ �.:� �. - - .-. �rw ., _ A. GRADE _. iLo 3'-O> - 1, S-2" BECTON A=A REVISIONS SCALE: 3/4"=1'-O" SECTOGN A SCALE: 3/4"=1'-O" DATE 4-28-00 DRAWN 13Y SCH .CHECKED BY SHEET NO. OF 4 65 rY1 1 2 3 4 5 20'-o" 20,-0„ 20'--0„ 20'-0" CO(D C�lco - I I r•, Op `c) —� (D7 U cn o i ° W U1 Q' I �-S.J. -- __ -- S.J. - ►cD o i C14i = s ` I 5" CONCRETE FLOOR SLAB ( .� W/6x6 10/10 W.W.F. OVER ca I i 6 MIL. VAPOR (BARRIER ON I C to_j COMPACTED FILL. I C3 Cy_J X 00 I 4- m(n o S.J. � I I v a - -- T- _- _ S.J.S-J. I � I I � I I I 15'-O" 16'-8" 15'-0„ S.J. -- ��_ �_.�. �._ _ ._ � i _ S.J. (2) #5 HAIRPINS (TYP.-6) j ! vi F o 0 0 ZLL. � W = U 80'-0" WLLJ Q 1 - W m H Z FOUNDATOGN PLANM 0 5" CONC. SLAB W/ SCALE: 1/4"=l'-O" 3/4"x18" A.B. W/ 6x6 10/10 W.W.F. 6" HOOK (TYP.) Ll__I (2) #5 HAIRPINS x ZO' F2 1/2" I W 7-4 GENERAL NOTES: I ° d� a 6 MIL- VAPOR BARRIER a 1. ALL WORK SHALL CONFORM 70 THE STANDARD BUILDING CODE � � 4 ° G ° 4 (1997 EDITION) AND OTHER APPLICABLE CODES. ° _ o � a n � ° 4 2. REMOVE ALL TOP SOIL & ORIGANIC MATERIAL AND OTHER DELETERIOUS °• 4"- �; -77, �� �-; 1 1/2 1/8" SAW CUT MATERIAL, PROOF-ROLL WITHI VIBRATORY COMPACTOR, PRIOR 4 4 ° TO CONSTRUCTION. 3. FOOTING DESIGN IS BASED OM1 MIN. SOIL BEARING CAPACITY OF 5'--0" x 5'--0" 2500 PSF AT 95% DENSITY. SOIL MUST BE TESTED BY A LICENSED (5) #5 E.W. BOTTOM 4 4 . ENGINEERING TESTING COMPAINY. -- ` 4. ALL CONCRETE SHALL HAVE .A MIN. F'c = 3000 PSI AT 28 DAYS. COLUMN FOOTING (TYP.-6) SAWED JOINT S.J. REMSIONS 5. ALL CONCRETE WORK SHALL BE PREFORMED IN ACCORDANCE SCALE: 3/4"=1'--O" N.T. i WITH THE LATEST ACI - 301. 6. WELDED WIRE FABRIC TO ASTM A-185. 5" CONC. SLAB W/ 7. ALL REINFORCING STEEL SHALL CONFORM TO ASTM - A615, GRADE 60. 6x6 10/10 W.W.F. S. MINIMUN COVER FOR REINFORCIt!G SHALL BE 3" FOR FOOTINGS, 2" FOR WALLS, AND CENTERED IN SLABS. 9. REINFORCING BAR SPLICES SHALL BE 30 BAR DIAMETERS, MIN. 4 f AND HOOKS SHALL MEET ACI STANDARDS. a ( 7 f I _ 10. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH N 4 �� 6 MIL. VAPOR BARRIER STANDARD ACCESSORIES DURING PLACING OF CONCRETE. i (2) #5 CONT. W/#3 TIES ® 10' 11. REFER TO BUILDING MFG. ANCHOR BOLT LAYOUT FOR REQUIRED BOLT SIZES AND SPACING. BATE 3--16-00 2P-O" DRAWN BY SCH CHECKED BY SHEET NO. OF PERI""ETER FOOTING SCALE: 3/4"=1'--0" D f m / Dr A 1 t 1.8 12.0 ( , FINISH GRADE DRIP L N rY z A 1F 1 t7.R.V. 4450, Pty. 233 I t \ a LEWIS SUBDIVISION (N88'38 45 E 214.00 FIELD) . tr„ I b 4A - - 1 88°40 0o E 214.0 C 4.9!�E�tM_. : + P.8, 24, f(, 9 FOUND 1/2" IRrtJ -,`- _ f ff f F{Alrl LIPIk FEN N FOUND 1/2' IRAN PIPE. LS"1674 � 6 _ SET 1/2" IRON V I V v PIPE. NO CAP w '+ • Y ]Y _ t�'PINE] II PIPE, LB.3672 Ni D.I. LAMP HOLE COVER SIMILAR v v /\• -- - -- - ' _ _ - �P ]1 fELU) fi CHAIN LIN ) � '� f'- {�t5'�'INE1 9 (y'PINE] t�"PINE 1_ e [12"PINE� r OR EQUAL TO NEENAH FOUNDRY / t�/� I"PALM] / [ - ] I1G"PINE] 4 ` RIBBON • r"'"" CO. FIG- NO. R-1971. 11 - ^T t Guru 2D I I i"x " MIN. �.r\ v d. L r�1+V ] ( 1 ] (5) WHEEL STOPS f 2 F 105 Q4 TYP [ t"PINE] 2F.0"PINE y ( _� _. - i �� \\. 1p 20.. ;e d v 4" MIN, CONC. V "�'"?f" I TEt:TI��N L{NE fT 3'PiNJ I`.•F E f i ` tis I ` , q ,� ENCASEMENT I .. ,,,_- ` �. '-7,4� 12"PINE] R > v �v \ CLASS "C t t.h _ j� y �, I W 2"x2" , q CONCRETE. 1 t 2"PINE / l% 11 7 a, 2.x2. MIN. Rl V v v v o v v I ["WATEP OAi ] \ ` �� 1 P �4� C "PINE 6..�INE] I CV •5IN. Y i r v c v V. �]/\\ �- r M 2/3 OF THE DRIP UNE I _ Y W HARDWOODS ; i ��v E] [7" HAR F \ v d v v a ;n v V v ' 70, 50' _ $5' ` FULL DRIPLINE FOR PINES WYE _ b LJ BRANCH �\ v . ° v. . o.v v o v STOPPER I �r 11.3 [ "PINE] [6" 4 0) 2/3 DRI LINE .' x .. .. ( �/ .6 ✓I ,, I�NL t ">Ir I i Y. TYPICAL REQUIRED PROTECTIVE BARRIER , I PI 45' 2.8 ., 1a"PIN r_ r1F PIN I ] �- HARDWOODS I L -.� \ C_- 10-PINE I { WHY A BARRIER? T ' 5"PINE] R15� -Z y V-'PINE) (t0"PI E] I 1, To protect all above-ground portions of tree r / / < 2a"PALM 5 4'PINE 9 P e from mechanical damage. 9"PINE 2. T4 protect soil near tree from compaction. al ;INF E T(_,MM r � c_� ✓ �- y� I 3. Provides physical and mental awareness of trees' ] presence to equipment � (" i�'INE I J PINE, � P Ys I '� O,.PINtE�'� -� I operators. `4•�," INV. ELEV. ON PLANS GIVEN AT THIS POINT i �5 +` R15' 1'PIhIE] �.�^ 1 t 10"5"PINE[ [ } _.�„ WHY IT WORKS / 114 F�JND 1/2" IRON DRIP NE tt I I ! �Y• - PIPE, h10 CAP -' 1. No heavy equipment allowed inside barrier; only hand labor. �� AN OU T „DETAIL f [ "4"3"'NATER OAt• 2. No construction material or temporary soil deposits allowed inside area. P �. I �� P Y ' 8"3''INA:rER OAk By observing these two simple principles, a tree's chance for survival is greatly ay'i N.T.S. °PINE ,I FJ ry;G ' enhanced. 8.'`SWEETC,Um ` 15..T�IN� 65`9,1 ) 50 FT � i 4 8"SWEErcuM 1 �r1 A1.:FZE` f _ f .i.5"PINE "7"S ATER C A SPECIFICATIONS i /w3 ? 6"SWEETG Et• ( t a"PtNE �, rya•�,�t . �. [ ] WOOD BARRIER ' ✓ t 7"RINE I. Minimum radius to be protected: 00 00 N 17"P NE j'6"F'IN[ 17"+�INf 6" THICK ASPHALT 6" CONCRETE PAVEMENT / CNJ 7" IE I 2C"pai hl ai - g'F>NE a. Hardwoods - 2/3 of priplfne or s', whichever is greater. �' b. Pines - Dripline or 6', whichever is rester. SHINGLE TABS FDOT SECTION 34fi CLASS I CONCRETE "PINE t P1NE N y 2. Minimum 3' in height. g '..': 1 18"PINE 6'BALM N I ti r' I l5"'P1fJE � 3. Method of Erection (see diagram): n v e � 10' 114"PINE Four corner uprights of no less than 2" x 2" lumber with Lir f tt.q horizontal members of no less than 1" x 2" lumber, pis �. it 7"PING . . ^ ata L NEW OFFICE "I pm f 1�!'•rw t;3. ' o OR: Uprights spaced at 4'--5' Intervals of no less than 2" x 2" lumber «? o I - AN I c_� ,� Z [4"•t"wA VER with horizontal ribboning at the top and 12" below the top. ?.; _ d SHOP 'wA'rER t�ATy 4. Barriers to be erected around remaining trees before construction or ,9 1 N o 40 X 80 C� PI NEL• n a?3 �' �' ^ ], nearby trees are removed. ,t `r, i 1S'^PIntE ►2.U• L •- \ DRIP u 5• Barriers to remain in place until all paving, and heavy 1 Z (FEE 13.50) ( UJ N P g y . o c�• �' 0) equipment is out of area. Iy -•-'. -- __.__ --- ___. " ._. � :� ` � � t i:9 _ _ ---- . 0..' [�"�.. URE OAK] ¢ PiNE:S - o c 1 1 J ... tL'INFj d �, T P1PIt $' ut• W 1. 7. TREE PROTECTION STANDARDS COMPACTED SUBGRADE MIN LBR 30 Z '` r s r :.., 98% MOD. PROCTOR AASHTO T--180 I I w 4,.P N2 N ] R15' ; W O P A. PROTECTIVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED TREES AND GRAND TREES DURING SiTE CLEARING, AND SHALL REMAIN IN PLACE UNTIL LAND ' ALTERATION SITE CLEARING AND CONSTRUCTION ACTIVITIES ARE COMPLETE. 3 TYPICALPAVEMENT EC ION r u BARRICADES SHALL BE ERECTED AT A MINIMUM DISTANCE OF TEN FEET 1q' ': -r / D"PINE ( ) q.. FROM THE CENTER OF PROTECTED TREES AND TWENTY FEET (20') FROM THE N.T.S. s" SEWER , - ' 1 i NEW SERVICE ® 1.009; �,. o CENTER OF GRAND TREES. I 1" WATERa 5"WAIF Ooh 12 ') B. A MINIMUM DISTANCE OF TEN FEET 10' SHALL BE MAINTAINED FROM ALL I :/ 1�,•�'ING 10".PIhIE� ( ) �� i I "SERVICE - IN �. t h 2 [ " PROTECTED.TREES WHEN INSTALLING UNDERGROUND UTILITIES. IF THIS RESULTS ,- G r 13..4 ! [1c "Pir E ti DEAT) IN UNREASONABLE HARDSHIP, A SOIL AUGER SHALL BE USED TO TUNNEL UNDER 1 12"'P E ] •L._ THE ROOT SYSTEMS. INS.] - r 12 3 r F�':7."WAFER QA4 n CC) _-r TE - I - i 18 PINE (� [ WATER 0AK] C. INSTALLATION OF ARTIFICIAL BARRIERS SUCH AS PROTECTIVE BARRICADES. LEGEND1"PINE] t 2.0 1 "PINE�v FENCES. POSTS. OR WALLS SHALL NOT DESTROY OR IRREVERSIBLY HARM THE ROOT �-` SYSTEMS OF PROTECTED TREES AND GRANA TREES. FOOTERS FOR WADS SHALL * t v 1 rj'PINE. . i p END AT THE POINT WHERE LARGER ROOTS ARE ENCOUNTERED AND THE ROOTS SHALL EXISTING CONTOUR 1 I [tG PIrIE]� �11 ' 1 BE AT THE POINT WHERE LARGER ROOTS ARE ENCOUNTERED AND THE ROOTS SHALL 3 TER. �)AkC1 20' BE BRIDGED. POST HOLES AND TRENCHES LOCATED CLO T P EXISTING SPOT ELEV. I OR50' INE] sE 0 ROTECTED TREESt v 17 FIN OR GRAND TREES SHALL BE ADJUSTED TO AVOID DAMAGE TQ MAJOR ROOTS. 14" ih `• [10"F NE. ✓- �aSINE TREE PROTECTION\ I �' "�"5"'� w�TER OAK [5'4"WATER + D. ALL ROOTS TO BE REMOVED DURING THE SITE CLEARING PHASE SHALL BE SEVERED (N84-39'35"W 16.86 FI LD) I •s1" �� "r.. EXISTING TREE t� . f, 5"4"WATER OAK q ✓ �' CLEAN AT THE PERIMETER OF THE DESIGNATED PROTECTED RADIUS. , 9 � � �' { BARRICADE (TYP. ; TO BE REMOVED N84 54 09 W � '� / IC 6..5'4,INA TEF ] ��, ~1_ ^� > ( ,t + tit"PONE- I I PINE a'-1'La1uREL.'dA1� ur;p t/ " IRON E. A TWO INCH (2") LAYER OF MULCH SHALL BE APPLIED OVER THE SURFACE OF �> CHORD= 16.8 5 FOUr+ ,Vis" IFS "PINE �-t EXPOSED ROOTS OF PROTECTED TREES AND GRAND TREES, NiPF L5. 6 / 13 PINI ❑ f p PIPE, L6 3295 NEW CONCRETE PAVEMENT RADIUS-60.00 S� �_� j � C , „ 12.0 �> F. A PROTECTIVE RETAINING WALL SHALL BE CON TRUC T THE (6 THICK) - i Cj� / ❑ ° THE PROTECTIVE RADIUS AROUND A PROTECTED TREE OR GRAND PTREE EWHERE THE 1 Flo'�� tach.. ' X12,2 PROTECTED TREE OR GRAND TREE WILL BE ADVERSELY AFFECTED BY LOWERING 1TiE i, 13••1 13.5 /PI i:. LB..Sz9S �� \ v p t 1_q Rtnit GRADE. s.; NEW ASPHALTS rortrRETE { .6 FLUSHING I1'fBTrA T d -`-J, ,1,."''N ER OAK] SHINGLE TABS g•g _ G. ALL TRIMMING OF PROTECTED TREES AND GRAND TREES SHALL BE DONE BY A �y i s' t 3 a ❑ l giN� a 13.6 -y r3.Fr--_ - �y y t �, -t`' `•• I r •4�+ QUALIFIED, LICENSED TREE SERVICE, DURING DEVELOPMENT. �y R30' p o tit 9"7"'NATER x `" OED. ��13.6 v � 1�.�•�.4 _ � � � _j 19"PINE [6'•3",NATER OA' ► �. \ a 4 � ) F o TREE PROTECTION DETAIL � 1.3.5 � „ I ° 5 WATER•n N (N1fi'55�24"W 103.83'FIELD) w a i f � ��N16°55'15"W 50 C.O. Q t..L] ' R15' f 17"PINE1 CHORD=103-83' ; �' I7 a ti RADIUS=60.00' '_ 'n R3 5.pII,,I3]3 1 N l , MEA�\ �. �:, F I RAUILr POINT r , 6 1:C.3 L Ci 7 c I ` L N89'15 00 E 235,00 °= R55' ; MANHCILE I ; y C7 TOP EL=1 1•"17 I .1 C•EN TERL.INE0 RiGH T ofF `NA'r (F'AVED� _ CI Y F - ! <, © (7 0 cr E INv.EL-9.a9 j� t t [15 PIN Q C7 t 9 3 1 ( , ,� ! "PINE ATLAN IC BEACH x *1 S.INV EL=9 42 L.a...i u, c �� r I NEW TANK FARM �, r[�,. .ELn�] _/�- z "PINE' 30' X 6V�, 13 8 7 / 1 I ` "PIN L- P JET t 1� � ! L_ -- TI+O�f 7 , ,C�n ';N ] CIT OF 13.7 / 75 NEPTUN BEACH b 1TVCABLE R15ER 'Nl7C?Ci - __-- v--_ - ------ -- -- .-_ ___.._ 1�� \.` � 0 , F N I t __--1 a.7 \ ,3.6 F�OvrE R , \ �r LE ANCHOR \ THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD E>9 51 \ " FouNO 1/" F.90 � � y Ct]NCRE'7E , � _ PtPe. Le.�s•7� Gt ZONE "X" (AREA OUTSIDE 500-"YEAR FLOOD PLAIN) AS WELL 4 SET 1/1•' Ika++ ! S88 41 00"W 169.'26' � � � -- �.,5- y � ' \, PIPE. LB.3672 rJ' I --1 10 � ..:•.;3 AS CAN BE DETERMINED FROM THE 'FLOOD INSURANCE RATES 1 \(S88-38'37"W 169.1 FIELD) ` _• 13.E ! O MAP" COMMUNITY-PANEL NUMBER 120078 D, REVISED APRIL4 - _ A -- i o .. KIE EER m7 4t3 3 ` _�.. '-- _L z- 12.7 BEACH IT 17, 1989 FOR JACKSONVILLE BEACH, FLORIDA. - ti1ETER � ~ Y _ CITY 0 BLV n, QENGHMARK: _Ir 1L...} 9 Q a JACKSONVI LE 4 Q NAIL IN NORTH SIDE OF WOOD POWER POLE I - --- -- -`2- 7 BEACH AT SOUTHWEST CORNER OF PROPERTY L I Z I ELEV. - 14.51 (POSTED) ,• NT; v i C/) ry ro 4 VICINITY MAP r Designed Released For Construction B. KIENTZ Connelly & Wicker inc. o ' Project t o. + ro ec N ' � 'Drawing cn Drawn iC d \./ j R. SIMMONS By nsu�Iting Engineers 0001-04 � u, TEXAS ENVIRONMENTAL, INC. IT o 4I . S E PLAN dr MAR. 2 4 2000 �. c, CITeCICeC17 This Drawing is the property of Connelly do Wicker Inc. PREPARED FOR [� Scale B. KIENTZ and is not to be reproduced or copied in whole or in Jacksonville beach, Florida 0 0•C• part. It is not to be used on any other project and TEXAS ENVIRONMENTAL, INC. O 1" 20' CONNELL >W�';i;;t;.R I,Ji; R. WELCH Destin, FL Cashiers, N.C. , is to be returned an request. Date : •,,,� Na. Date Revision By Reg. Engineer MARCHOf,1, 2004 . Sheet ,