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1198 Mayport Road (3)u AU9 3 2001 City Of Ationtl@ B@ddN 1I1111'i tin; `�Tfiirig 60 Oceekn t5fVd NCH01i T NGINEERINC, I T,'/ CONSTRUCTIJ OF SITE tMPROVEMENTS ATLANTIC BEACH BY: Ds�EPARED BY —C— 10-- G) CONSULTING ENGINEERS 4000--t1 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA (904-388-1259) 3>`'05 0 RESIDENTIAL, COMMERCIAIL AND INDUS'I'RIAL Sl TE DESIGN LAND PLANNING AND ENVIRONMENTAL PERMtTTING WATER SND SEWAGE TREATMENT' DESIGN' INDEX OF DRAWINGS SHEET GENERAL DESCRIPTION 1 COVER SHEET 2 MAPS AND NOTES 3 SURVEY SHEET 4 SITE PAVING AND GEOMETRY PLAN �Y 5 GRADING AND DRAINAGE PLAN 6 WATER AND SEWER PLAN 7 MAINTENANCE OF TRAFFIC PLAN 8 PAVING AND DRAINAGE DETAILS L1 TREE REMOVAL PLAN L2 PLANTING PLAN 1-3 IRRIGATION DETAILS MAPS: I111)VEN covE� COVE;: n r�nulEnWr1[rd is WY T con R "D an An Con WrrUne IA C; SEC (0 4) I j1 FAM on r nn Nn r inua IA to 41 CI All0IA OQIAE )N Cr \ .l/Cr MCI D on VICINITY MAP ZONE C r11, MAPS AND NOTES SHEET DESIGNED BY: PROJECT NO DRAWING: p`\ . ,J I� . B . C:\DWG\SITE\SITE2\>=ORJErMN DRAWN BY: DRAWING DESIGNATION. R.J.B. w w C:\DWG\SITE\SITE2 -1 O MN CHECKED BY. SCALE: R.J.B. AS NOTED A 3E 1.910 aUr I/ i ROBERT EDGAR EDGAR ZONE X _-__.___9� �4 JACK Q A)111111 A Il..nll • _ ���llflNF 11 ' --SA 01A Ar-- MBEFij. [ _ CONI T< rT o W� • FOR ES 1p6TFI _ �'�--- _ z n on S - 3,r1 R. _ r ZONE x ^ - r r0G'`i � _ �� m �`- Cr�e y c FEMA FLOOD INSURANCE RATE MAP PANEL No: 120075 0001 D SCALE: 1" = 500' na awate uavSal ► s �- - 4 1 . mak i = a 1` °• _Ir `• - �v - frailer Park 7 --- f �1•.• • . 1,.. - 4 -� �L' - _" - l •,•`�F`i� � .,. �:3, E• :;S,' :ours*-ULM+1 •�•• - ''Chit. A r Ntirina y luk Pine • _— -�-..� 4�i �"• ..M.. �t--�_--------^d e - Island ; � Y,.t• 1 a� �►�ss`•" ` •r,,. ��. - ,� tip• � 4�. wy • •''Donner i1C! zz _ •ate :.� �; r ..Ir �• rT ~tib ^'Afi;iA ;_c7 �1 •+ �A i E74V ch -fes = =_� - --_ T , ,;, .. _ ;. �, • :'_: �� MAYP0RT, FLA. i! SG S CSU AD R AN vL-E MAP SCALE: 1 = 2,000' LJill SGS SOIL SURVEY MAP D U V A L__._ COUNTY PANEL N0: 52 SCALE: 3" = 5,000' r.. 1 GEN ER A� NOTES: 1.) BOUNDARY',TOPOGRAPHIC AND LOCATE INFORMATION INDICATED CN THESE DRAWINGS ARE SHOWN PER A MAP PREPARED DURDEN LAND SUR IEOR a INC. 1103 SOUTH 3RD STREET uACKSONVILLE BEAC H, FLORIDA 32250 (904 249-7261 DATED 6-7-2000 2.) PRIOR TO COMMENCEMENT OF CLEARING AND CONSTRUCTION THE CONTRACTOR SHALL INSTALL TREE BARRICADES AS INDICATED ON SHEET 3 OF 6. ALL- TREES INDICATED TO BE PRESERVED SHALL BE PROTECTED AND REMAIN JNDI`JTURBEE, DAMAGES TO PROTECTED TREES RESULTING FROM THE CONTRACTGR'S FAiLURE TO COMPLY WITH THIS REQUIREMENT SHALL BE MITIGATED TO THE SA ISr"Arrl'GN OF AUTHORITIES WITH JURISDICTION AT THE CONTRACTOR'S EXPENSE. 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL SEIGIMENT LADEN RUNOFF RESULTING FROM STORM EVENTS D�JRING THE CONSTRUC_`IC,N EFFORT. A SILT FENCE SHALL BE INSTAL! ED AS INDICATED ON SHEET 4 Or 6 PRIOR TO THE COMMENCEMENT OF CLEARING AND CONSTRUCTION. STABIILIZATION AND REESTABLISHMENT OF VEGETATION AT DISTURBED AREAS SHALL sE ACCOMPLISHED AS SOON AS POSSIBLE TO PREVENT TRANSPORT -IF S!LTA-IJN TO OFFSITE AREAS. 4.) EXISTING UTILITIES INDICATED ON SHEET 5 OF 6 ARE SHOWN PER THE BF-c-,- RECORDS F_S;RECORDS ATTAINABLE. PRIOR TO COMMENCEMENT OF AN'r CONSTRUCTION CONTRACTOR SHA.!_ VERIFY LCCATION OF ALL SURFACE- AND SUBSURFACE JT'L.ITiES IT IS THE RESPONSIB!"TY OF 'HE: CONTRACTOR TCI L,GCATE, AVOI��• AND PR�Ii"ECT A,L� UTILITIES. DAMAGES r0 EXIST'N'_ UTILITIES RL _)LTING FF'OM THE CCNTrPAC`T,OR''S FAILURE TO CGMPL r WITH THIS RECUIREMENT SHALL BE REPAIRED TO THE UTILITY OWNER'S SATISFACTION AT THE CONTRAI `'_P'S EXPENSE SHI-!Ui_ D CONFLICT OCCUR BETWEEN EXISTING AND NEW UT!LI ;IES THE CON CRA\ TOFF SIA ;_ CEASE WORK AND NOTIFY THE ENGINEER FOR RE"SOL�7', 'N. AL 904W 9 5.) DIMENSIONING AND RADII REFER TC FACE OF CURB. EL EVA.TiCNS S--i`.*N THU'a 1 Q REFER TC'' FINISHED PA vE MEN7 L- 6,) THE ENTRIE PRCJECT SITE -IES iN FLOOD ZONE "X" ,SEE CCP,^MOND P)/.A,EL NO.: 120075 0001 D) SEE MAP THIS SHEET. CONSTRUCTION PLANS OF SITE IMPROVEMENTS FOR WEST PLAZA AT 'NEST PLAZA & MAYPORT ROAD JACKSONVILLE, FLORIDA NO I DATE REVISION Z z 0 d 0 w ul w J Li 0 PROFESSIONAL ENGINEER: 0• C- DATE: RONALD J. BONGIOVANNI BY FL. REG. NO: 24255 SHEET 2 OF 6 MAPS AND NOTES SHEET DESIGNED BY: PROJECT NO DRAWING: p`\ . ,J I� . B . C:\DWG\SITE\SITE2\>=ORJErMN DRAWN BY: DRAWING DESIGNATION. R.J.B. C:\DWG\SITE\SITE2 MN CHECKED BY. SCALE: R.J.B. AS NOTED PROFESSIONAL ENGINEER: 0• C- DATE: RONALD J. BONGIOVANNI BY FL. REG. NO: 24255 SHEET 2 OF 6 I > I r O �I .tel -OAd..9 Co r- 00 0D u - ZZ N r7WrnZ ppa+ - W a- wry n- 00 7>3 2 a Z Z o WZ"NZ cna--� Ln r--- 3 z L, NOTE: THE APPROXIMA STUB -OUT AND SHOWN ON THE: BY THE SURVEY RESPONSIBLE F( OF EXISTING WA GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ')00 An' 6'CNl►A CC►ALJ Tn CCLA1..1 /r(1' 01('HT-(1P_-WAY) a"avr CONNECT INTO EXISTING w Q Z 0 It C9 ma aw U Q Z U � F^- aU) 0 ui wx m ml `N kIN kDDLE � � 6' CHAIN LINK FENCE LEGEND: SYMBOLS AND ABBREVIATIONS UNLESS OTHERWISE NOTED < 254.80' 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) w DENOTES 1/2" IRON PIPE SET (LB 6645) a DENOTES PIN OR NAIL AND DISK SET (PLS 1674) DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) Lo NOTE: A REPORT OF GEOTECHNICAL EXPLORATION HIAS Q NOT OPEN) [D DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") ( BEEN PERPARED BY ATLANTIC GEOTECHNICAL AND z a El DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ENVIRONMENTAL SERVICES DATED APRIL 27, 2001 0 0 ( F O R M E R L Y W E S T P L A Z A) ® DENOTES " x "cur FOUND AND AVAILABLE AT THE ENGINEEER'S OFFICE. Lj_ ALL PAVEMENT CONSTRUCTION SHALL STRICKLY ORV DENOTES OFFICIAL RECORDS VOLUME CONFORM TO THE RECOMMENDATIONS IN THIS REPOFRT. q DENOTES CENTERLINE R/W DENOTES RIGHT--OF-WAY F ID DENOTES IDENTIFICATION TE' PA VING AN® GEOME�f Y PLANDENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE O K DENOTES OAK TREE GRAPHIC SCALE R DENOTES BAY TREE a 0 PM DENOTES PALM TREE U- 20 0 10 20 40 w WO DENOTES WATER OAKEl 60 TW DENOTES TWIN a CLSTR DENOTES CLUSTER 1�J ( IN FEET NOTES: rz 1 inch 20 ft. 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND . SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 000f D. CONSTRUCTION PLANS DESIGNED BY: PROJECT Na DRAWING: ANCHOR OF ZL R.J.B. HADSP2 riv' INCz SITE IMPROVEMENTS DRAWN BY: FIELD BOOK Np ; PAGE(S) JINC. FOR Q mw LAND WEST, PLAZA � CHECKED BY: SCALE: �� rNG CIVIL EL1 w ' w AT p R.J.B. 1 -- 20 WEST PLAZA .,!.@ MAYPORT ROAQ Q o. C. DATE: 4000-11 ST'. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388- ►259 p c p PROFESSIONAL NGINEER: ATLANTIC.,,PEACH f LQf R I' A NA DATE REVISION 8Y RONALD J. BO IOVANNI R.J.B. T SkiEET 4 OF 8 r O u - ZZ ppa+ - W a- 00 zr• WZ"NZ (nom :rW d O Q o Z 0 CL LJ Q N °�' w V0a-0 Uaj to IIm 7�Z 0 Z GJ Cc 1 zW V 1 EL V) E2 a- �a u a"avr CONNECT INTO EXISTING w Q Z 0 It C9 ma aw U Q Z U � F^- aU) 0 ui wx m ml `N kIN kDDLE � � 6' CHAIN LINK FENCE LEGEND: SYMBOLS AND ABBREVIATIONS UNLESS OTHERWISE NOTED < 254.80' 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) w DENOTES 1/2" IRON PIPE SET (LB 6645) a DENOTES PIN OR NAIL AND DISK SET (PLS 1674) DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) Lo NOTE: A REPORT OF GEOTECHNICAL EXPLORATION HIAS Q NOT OPEN) [D DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") ( BEEN PERPARED BY ATLANTIC GEOTECHNICAL AND z a El DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ENVIRONMENTAL SERVICES DATED APRIL 27, 2001 0 0 ( F O R M E R L Y W E S T P L A Z A) ® DENOTES " x "cur FOUND AND AVAILABLE AT THE ENGINEEER'S OFFICE. Lj_ ALL PAVEMENT CONSTRUCTION SHALL STRICKLY ORV DENOTES OFFICIAL RECORDS VOLUME CONFORM TO THE RECOMMENDATIONS IN THIS REPOFRT. q DENOTES CENTERLINE R/W DENOTES RIGHT--OF-WAY F ID DENOTES IDENTIFICATION TE' PA VING AN® GEOME�f Y PLANDENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE O K DENOTES OAK TREE GRAPHIC SCALE R DENOTES BAY TREE a 0 PM DENOTES PALM TREE U- 20 0 10 20 40 w WO DENOTES WATER OAKEl 60 TW DENOTES TWIN a CLSTR DENOTES CLUSTER 1�J ( IN FEET NOTES: rz 1 inch 20 ft. 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND . SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 000f D. CONSTRUCTION PLANS DESIGNED BY: PROJECT Na DRAWING: ANCHOR OF ZL R.J.B. HADSP2 riv' INCz SITE IMPROVEMENTS DRAWN BY: FIELD BOOK Np ; PAGE(S) JINC. FOR Q mw LAND WEST, PLAZA � CHECKED BY: SCALE: �� rNG CIVIL EL1 w ' w AT p R.J.B. 1 -- 20 WEST PLAZA .,!.@ MAYPORT ROAQ Q o. C. DATE: 4000-11 ST'. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388- ►259 p c p PROFESSIONAL NGINEER: ATLANTIC.,,PEACH f LQf R I' A NA DATE REVISION 8Y RONALD J. BO IOVANNI R.J.B. T SkiEET 4 OF 8 A. ----- rem EXIST. 8' PVC , SANITARY SEWER r6�. y �� A S P H A L T P A V E IN E N T 0- '<4 ' r r CONNECT NEW 15" �tJ - T T T - INSTALL 135 LF 1.5' - - �" - - - FtJ 3 co z w w �t z• ,� ADS -N12 STORM o ADS -N12 STORM rn o- r: J 2t tJ rz SEWER 0.209; w�' o a 0• PIPE INTO EXIST. e. r� m Q FtJ TYPE "C" INLET �rJ EpGE OF PAVEMENT 0. w LOTS 1 THROUGH 5, BLOCK 46 TOGETHER WITH LOTS 1 THROUGH 5, BLOCK 47 ii o o N a a 11 rp - 12 � - - - - - - - T - - - - T - - - -- - -may r EXCEPT THAT PART OF SAID LOTS LYING WITHIN THE RIGHT-OF-WAY OF MAYPORT ROAD z N z � ` Sw 9 �� r�tJ TOP H BANK EXIST. ROAD SIDE SWALE 12 zJ ATLANTIC BEACH SECTION "H" AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE PUBLIC RECORDS OF z a w o o wa 3 r9 Iy �tJ 0 ttJ s� DUVAL COUNTY, FLORIDA N 0 0 8 a _ 1-. a - - 72 - r�tJ A �if z ; o ��-vacs�� �� r`,���I I �. rl. - S. R/W LINE WEST PLAZA z \ Da z w s' r REGRADE 500 LF(+--) OF w N � a•r9� met 9`� EXISTING SOUTH ROAD SIDE \ Oa 00 w� 1 Cxze rJ EXISTING TYPE "C" INLET CONSTRUCT SWALE OVER SWALE FROM NEW INLET TO rn F.. � w CL a w Z �x GRATE ELEV. = 11.00 15" ADS -N12 STORM I EXIST. CATCH BASIN AT r Q� \ � INV. 15" S. W- = 8.50 SEWER PIPE ®0.20%; I �.t 6`ac' r�,� r'! rp, L INV. 15" E. = 8.55 �1 �J ORCHID STREET ®0.20% t g inl_ _----- w _ _J -- - _--- _--��!1---- _ _ _ --,-�J __ -- _ _ -- _ -Y - - - ---- - - - - - - --- ti. -- -1 3g r r, r� r W E S T r P L A Z A INSTALL TYPE "C" INLET 6 t 8"'PVC A S 299-49' FROM SSMH TO SSMH _ _ rAe S 0 �-----...w..-_......._-------...---------�-- � _ M _ u,._......-..�...._..._._.._....�.,._•---_ ��_ r _ - _ _ - � ,_....._..--_._.......-...-_...._...._... T�---� �� --��- �� _ - -c' - .. u,`�tJ FINISHED GRATE ELEV. = 11.50 ( �J r0 �*L� ��J INSTALL 150 LF - 15" J tJ tJ INSTALL 285 LF - 15" SIN INSTALL HAY r��, - �J (50' RIGHT aF- WAY) ���, INV. 12" S.W. = 9.94 �ClJ 8rlJ Q ADS -N12 STORM rS A rs rp ADS -N12 STORM BALES IN r+l INSTALL HAY c', INV, 15" W. = 9.69 � �Q• 6"' �'' {' SEWER ®0.20% r0 SWALE r0 J r9 BALES AT J CONSTRUCT "V BOTTOM v S SEWER 0 0.20% c' w �+ c't �t �' el• 6 r6p SWALE W/4: 1 SIDE SLOPES z 4 w �� r�-� - - -EDGE OF PAVEMENT - - - - - - - - - - r�� IOP BAf1tS EKI - - - - - - - - _ rod _ EDGE a2 PAVEMENT(TYP) J� - - - _ _ _ r L.�_ - � 12 - - - � ��- - ��`J r�. 254.80 INLET rel �0 A r ®1.09; a � � J tJ rD OrlJ e J r . �J �`tJ 12.0 rho J 12. r ` ~ 112- �tJ o ��9 z �J J t • e ,, 9 z ` 12 _ _ _ ! 12 12✓ - 12 J ._ - - r ``J 1 r. wr .. rn r..s .w rc S-�$ `J 12-0 12.0 ��t x v p z s�`' 61p S. R/W LINE WEST PLAZA as r. - r0• r9• o -w"�X X° -X ---X J ^- -- -� 12.50 12.30 12.50 F'tJ c'�J FOUND 5/8 11 5 `" /1- 0 a w z w� za LO �� �.- ri 0 ¢x 0 �UM�(Cc 47wpr �' REBAR 1 / ee r r 12.0 -INSTALL 20 LF 12 12'5 J <S 1'� �t °Q �' w INSTALL TYPE "C" INLET NO ID (,-Q. z�J 12.5 S? / ADS -N12 STORM 11.5 �`t �t CONSTRUCT SWALE OVER °^° °^' z A L . 1 .11.3 15" ADS -N12 STORM A CONSTRUCT SWALE OVER12 J / ■ r = 4i > > : INV. 15" E. & W. = 9.12 15" ADS -N12 STORM A tJ -� 12.20 10.5 ■ SEWER PIPE ®0.209 a z z o SEWER PIPE 0 0.20% CONSTRUCT "V" BOTTOM T 12.30 � 9.5 <no-- 13.00 12.30 0 w 1- z C2 SWALE W/4.1 SIDE SLOPES 12.50 LO E ST.%; MEANDER TREES TO REMAINND , 1 / 1 S 8 7.5 ^1 �- - -- SOD DISTURBED AREAS t = r I I I a I INSTALL MOD. TYPE "C" INLET - 6-5 a[� ks � r8 J } m Q �� p� w I STRUCTURE DRAINAGE I II FINISHE GRATE ELEV. = 1 .00 t d AREA DIVIDE LINE(TYP) a - 5,5 I c't J I- J INV. 12" N.W. = 10.00 CONSTRUCT BERM a ► w 1.3 (SEE PLAN) z I SMS RESERVOIR DRAINAGE I / r I (SEE DETAIL SHT. _ OF �) 4.5 I II a- 2' TYP U w I o AREA DIVIDE LINE(TYP) - CO M 1 z I I 3 5 I ( ) � �, � � � � I I I U w I `� rD�d 0.12 ACS. 1 / 71 ¢ I I CONSTRUCT STORM WATER I I III 0 CL I I I MANAGEMENT RESERVOIR I III a 31- a Z I I = TOS 1 I. WITH 4:1 SIDE SLOPES N I v 12•Q STOP BERM = 12.0 GRADE 0 WALL = 12.0 ppb _ cri I 1 (SEE DATA BELOW) x� I II I z a AGE G� O I ettJ "' 11.4 / Cl - SIN I INSTALL PRECAST S-6 INSTALL TYPE CI 15" M.E.S.; INV. -+* SMS RESERVOIR DRAINAGE I't-' U FINISHED GRATE ELEV. 11.00 -----DOWN 1 / z I I 15" S. = 7.31 �+r II I III AREA DIVIDE LINE(TYP) 11.0 SL r r r r r r r r r r r r r EXIST/INV. 12" S. = 9.00 o_r/SPOUT I r r rGROUND 13.0.` r i r r r r r r r r i r Ii I N 0. _ /�----EXISTING GRADEN T / 1 �-•�Qf -- rt '' I I ll I LLI O SECTION B- B Qv�l� / CONSTRUCT "V' BOTTOM � a � I SCALE: 1" = 4' HORIZONTAL 1" = 1' VERTICAL 3"-1„ d iD STEEL GRATE SEAT SOT INSTALL MODIFIED : TYPE "C" INLET 1" DIA. F. 12" ADS -N12 AS CONTROL HOLE STORM SEWER STRUTURE FOR SMS RESERVOIR SLOT STEEL GRATE SEAT I23=11\l STEEL GRATE (NOT TRAFFIC GRATA E�ELEV._=-12�T BEARING) / INSTALL STEEL TRASH SKIMMER TO PREVENT CLOGGING OF 1' HOLE CREST ELEV. 6" SLOTS = 11.50 - FL 4" PVC = 11.20 12" ' ADS STORM INV. 12" & FL r� PIPE - - 1" HOLE = 10.00 • = °' ; 4 FILL BOTTOM OF CONTROL 6 STRUCTURE WITH GROUT-- . ♦ ° • 4 BOTTOM = 9;0�• + • ° ° ° c � 2' * 2' * 4" TK. CONC. SPILL PAD S. ROADSIDE 12.50 \ / SWALE W/4:1 SIDE SLOPES I . 12.10 SWALE 0 0.59; MEANDER AROUND -J EXIST. TREES TO REMAIN I �' �• '"� "7 A NOTE: EXIST. SOUTH ROAD rte. 1 I SIDE SWALE SHALL BE rS•ttJ CONNECT DOWN SPOUT INSTALL 50 LF ti 15" ADS - SIDE / REGRADED TO MATCH PRE ttJ ' INTO STORM SEWER W/ 1 N12 STORM SEWER 0 0.20% / 6" ADS --N12 MATCHING 1200 1 0.52 ACS, INSTALL STORM MANHOLE / CONSTRUCTION CROSS- INSTALL 130 LF - rn PIPE AND FITTINGS(TYP) TO 5-4 I FINISHED TOP = 12.30(+-) / SECTION FOLLOWING 12" ADS -N12 STORM tJ I I 12.10 I INV. 12" S. = 7.71 11.0, V r 12" COVER(MINIMUM) INSTALLATION OF STORM ' SEWER 0 0.30% I INV. 15" W.& N. = 7.46 SEWERr INSTALL 135 1. LF - 15 ADS N12 STORM SEWER 0 0.50% B ©t, B I FORM SWALE IN ASPHALT PAVEMENT OVER STORM SEWER - C� p I 1 I 0 d4 �.. ..... I I 12.3 'n C\2 1 11 3 I INSTALL TYPE "C" INLET 0 1 FINISHED GRATE ELEV. = 11.70 I CONSTRUCT BERM; w- <<J N I INV. 15" E. = 8.12 TOP ELEV. 12.0 a ` I (SEE SECTION B -B) -� 0.13 ACScv . \ TO S--2 I 13.00 I�1777 -777-7-77 77777-777 7- 13.a CONSTRUCT "V" BOTTOM N I N777/ 777 SWALE W/4:1 SIDE SLOPES I nI / S E C TI OJ V A- A 0 0.5%; MEANDER AROUND 0( a EXIST. TREES TO REMAIN \ � �,,� � NEW 13,400 S F SCALE: 1" = 4' HORIZONTAL INSTALL SILT FENCE AROUND � 1 1" 1' VERTICAL ENTIRE PROJECT 51TE SILT COMMERCIAL BLDG / 12" INSTALL 4" PVC PIPE "/12" TURN DOWN. CAP END & DRILLL A 3.5" HOLE IIN CENTER OF CAP FITTING CAP 12 I � INSTALL STE=EL TRASH SKIMIMER TO PREVENT(" CLOGGING 0)F 12" 1" HOLE. OPEN I AT BOTTOM ONLY SECTION a 2' * 2' * 4" TK. CONC. SPILL PAD SMS RESERVOIR CONTROL STRUCTURE DETAILS SCALE: 1" = 2' HORIZONTAL 1" = 2' VERTICAL IN 1 CH4R ANCHOR EN Gf EERIN... INC rNEERING ENGINEERS - PLANNERS EN VIRONMENTA L PERMITS "S NC. 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 PHONE:(9(04)388"1259 FAX. -(904)388-0404 EMAIL:anchrengepaoLcom �a �c�i� I�IvcC FENCE SHALL BE INSTALLED r, 'L,__'_"_"_..C�''r'""'"'----_- „"r''�"'-- ""-- - - - --- CONTINUOUS - IT IS SHOWN AS t�J I I / `J FINISHED FLOOR DOWN / A BROKEN LINE ON THIS DWG. / STRUCTURE DRAINAGEZ SPOUT / FOR CLARITY OF OTHER INFO. / AREA DIVIDE LINE(TYP) ELEV. / v • 1 J• x(� 0I (T'I'P) zzzzz/ M / zzzzz J N 10.8 - a "-� - - - --- -- ^..•-- INSTALL TYPE "C" INLET r � .� � � � � I 7'r A - �' ®Qa ""' � "' m } .." ` FINISHED GRATE ELEV. = 10-75 N���L INV. 12" N.& E. = 8.61 L y 12 12=--•-- 12.50 JxI 01 II 1 o I I� lol III Z; 1 ISI III Q o3 III CL H a o r,- , H 0 II,}rp. a 0 2 X o¢ 0 12.5a I 1111 0 z Y M Sµ5 III 0 0 12.50 1 < - -- - - CONSTRUCT "RIGHT 1 I TURN ONLY" DRIVEWAY 1 0' 12.50 I I PER FDOT PERMIT NO.: I 12.0 z I aI 1 1 II i N N ca :) I I I 3? 0z I 1 v, Ww� a CONSTRUCT "V" BOTTOM I N G 11 I II SWALE W/4:1 SIDE SLOPES N N � I I I I ® 0.8%; MEANDER AROUND _ I z j II 1 EXIST. TREES TO REMAIN N 0 LL LL 0 --INSTALL SILT FENCE. AROUND 0O I 1 I ( III ENTIRE PROJECT SITE. SILT FENCE SHALL BE INSTALLED / i I III CONTINUOUS - IT IS SHOWN AS A BROKEN LINE ON THIS DWG - 6,1' 1 WG.r,,,1 III FOR CLARITY OF OTHER INFO. tJ re' FND 5/8" CONSTRUCT "v" BOTTOM 6' CHAIN LINK FENCE �J 254.80 r1p• 0 r' r9e, 0 tJ REBAR SWALE W/4:1. SIDE SLOPES M.W.Z. �� `�J L �� ti NO ID 0 0.470. MEANDER AROUND ('& EXIST. TREES TO REMAIN-r,INSTALL .• �j DATE: TYPE "C" INLET �p r p 01) obteJ ry. FINISHED GRATE ELEV. = 11.50 K, z tJ 12.6 INV. 12" W.& N. = 7.95 a GROUND a_ DIN AND DRAINAGE PLAN 6 >� 76. 6. nvGRA ' " ' p25YR 24NRnt1.76(NOD- RA�.f` -i•-� -"r-' '�^T r d GRAPHIC; SCALE v6YR xuur.ti.es(uOD. RAL) v2YR 24W-t1.6X$CS UNIn 10 o ONX . tD.oq = r 20 D 10 20 40 80 LEGEND: SYMBOLS AND ABBREVIATIONS UNLESS OTHERWISE NOTED 14rr PROJECT NO M.W.Z. WESTPLAZA r FILE DESIGNATION: M.W.Z. ; CHECKED BY: SCALE: 14 1" 20' �j DATE: R.J B. EXISING �' BANK ELEV. 12.6 GROUND �._ 12 ' " ' p25YR 24NRnt1.76(NOD- RA�.f` -i•-� -"r-' '�^T r r v6YR xuur.ti.es(uOD. RAL) v2YR 24W-t1.6X$CS UNIn 10 o ONX . tD.oq = r 10 PROPOSED CRA , 4 4 A RRLSSERVaR -.3.5 SECTION A --A THRU SMS RESERVOIR SCALE: 1" = 20' HORIZONTAL 1" = 4' VERTICAL CONSTRUCTION PLANS OF SITE IMPROVEMENTS FOR WEST PLAZA AT WEST PLAZA @ MAYPORT ROAD ATLANTIC BEACH, FLORIDA n NA I DATE IN FIEET DRAINAGE DESIGN DATA: 1 inch = 20 ft. DRAINAGE AREA TO SMS RESERVOIR = 1..19 ACRES PREDEVELOPMENT "C" = 0-30(WOODS IN GOOD CONDITION) POSTOEVELOPENT "C" = 0.74(0.80 ACS. IMP.; 0.39 ACS. - LAWN) METHODOLOGY: MODIFIED RATIONAL METHiOD(FDOT APPROVED SOFTWARE) DESIGN EVENTS: 5YR - 24HR & 25YR -- 24HR. TOTAL. RAINFALL: 5YR = 7.5 INCHES; 255YR - 9.5 INCHES METHODOLOGY: SCS UNIT HYDROGRAPH(%JRWMD APPROVED PROGRAM) PREDEVELOPMENT CURVE NUMBER = 65('WOODS/GRASS; GOOD COND.) POST DEVELOPMENT CURVE NUMBER = 7x9(0.80 ACS, IMP.; 0.39 ACS. LAWNS)) DESIGN EVENT: 2YR - 24HR TOTAL RAINFALL: 2YR = 5 INCHES ASSUMED TAILWATER ELEV. = 11.00 STORMWATER MANAGEMENT EMENT SYSTEM REAL; vniR nem TOP OF BANK - 12.5 AREA AT T.O.B. = 0.20 ACRES DESIGN NORMAL WATER LEVEL = 10.00 AREA AT D.N.W.L. = 0.12 ACRES BOTTOM ELEV. = 3.5 AREA AT BOTTOM = 0.004 ACRES 5YR - 24HR DESIGN HIGH WATER ELEV. ;= 11.69 5YR - 24HR PEAK DISCHARGE RATE - (0.46 CFS 25YR -- 24HR DESIGN HIGH WATER ELEV. - 11.78 25YR - 24HR PEAK DISCHARGE RATE = 0.69 CFS 2YR - 24HR DESIGN HIGH WATER ELEV- ,. 11.62 ?YR - 94HR PFAK Dl<%C.HARGF RATE' = fi -tn r v c REVISION - PROFESSIONAL ENGINEER: RONALD J. BONGIOVANNI BY- FL. REG. NO.: 24255 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) DENOTES 1/2" IRON PIPE SET (LB 6645) DENOTES PIN OR NAIL AND DISK SET (PLS 1674) LD DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") C] DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") DENOTES " X " CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME q DENOTES CENTERLINE R/W DENOTES RIGHT -OF --WAY ID DENOTES IDENTIFICATION G DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE K DENOTES OAK TREE B DENOTES BAY TREE PM DENOTES PALM TREE WO DENOTES WATER OAK TW DENOTES TWIN CLSTR DENOTES CLUSTER NOTES. 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT NO M.W.Z. WESTPLAZA DRAWN BY: FILE DESIGNATION: M.W.Z. WESTGDI .DWG CHECKED BY: SCALE: R.J.B. 1" 20' Q. C. DATE: R.J B. DRAWING: C - 5 SHEET 5 OF 8 Q C.a 0 4 W 0 r.. i I 0.I I I 2I W N Z 1I �I 00 BY R.J.B. CR z��� N f: w mzW 7 D UJ J 20_ZZo V)i - z u- NOTE: THE APPROXIMA STUB --OUT AND SHOWN ON THE`. BY THE SURVEY RESPONSIBLE FC OF EXISTING WA GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 it. W O N d N Qj 11 >0 0W z Co X Lj 11 K 299.49' FROM SSMH TO SSMH Oin' RmHT—CIF—WAYI W H Cr 0 6zz Co �> 6 CL 0 � 0UJ0 W Z N Z W Ej O 0. 0. W O 1 w> CL FL 1 10 L____1 F"cvr � N � W N Z Of L_ 0� 00 BY R.J.B. 1 " = 20' z��� L mzW z U� D 0.v 0 0� Wse w� Ll) LL CONNECT INTO EXISTING x ca N W in NOTE: A REPORT OF GEOTECHNICAL EXPLORATION HAS BEEN PERPARED BY ATLANTIC GEOTECHNICAL AND z o ENVIRONMENTAL SERVICES DATED APRIL 27, 2001 =o z AND AVAILABLE AT THE ENGINEEER'S OFFICE. ALL PAVEMENT CONSTRUCTION SHALL STRICKLY CONFORM TO THE RECOMMENDATIONS IN THIS REPORT. E) a NCHoR EN,.GlNEE.RlNG, INC. TYNC- R CIV& ENGINEERS -LAND PLANNERS EERING 4000-11 ST. JOHNS AVENUE JACKSONW/LLE, FLORIDA 32205 (904) 388-1259 (NOT OPEN) ( F O R M E R LY W E S T P L A Z A) WATER AND SEWER PLAN GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. CONSTRUCTION PLANS OF. SITE IMPROVEMENTS FOR WEST PLAZA AT WEST PLAZA @ MAYPORT ROAD . ATLANTIC BEACH, FLORIDA 0 R.J.B. HADWS DRAWN BY: FIELD BOOK NO: PAGE(S) CHECKED BY: BY R.J.B. 1 " = 20' 0. C. L R.J.B. --- D 0 NO DATE REVISION ,IN DOLE )_ABBREVIATIONS (UNLESS OTHERWISE NOTED___ " IRON PIPE FOUND (LB 6645) " IRON PIPE SET (LB 6645) OR NAIL AND DISK SET (PLS 1674) A DENOTES PIN OR NAIL AND, DISK FOUND (PLS 1674) E3 DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") I) DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ® DENOTES " X. " CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME j DENOTES CENTERLINE R/W DENOTES RIGHT-OF-WAY ID DENOTES IDENTIFICATION ® DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE K DENOTES OAK 'TREE B DENOTES BAY TREE PM DENOTES PALM TREE WO DENOTES WATER OAK TW DENOTES TWIN CLSTR DENOTES CLUSTER NOTES: 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167, 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT NO DRAWING: PROFESSIONAL ENGINEER: RONALD J. BONGIOVANNI. WS z 0 tw U z 0 U 8 LL. w 0 z SHEET 6 OF.: 8 R.J.B. HADWS DRAWN BY: FIELD BOOK NO: PAGE(S) CHECKED BY: SCALE: R.J.B. 1 " = 20' 0. C. DATE: R.J.B. --- WS z 0 tw U z 0 U 8 LL. w 0 z SHEET 6 OF.: 8 I L 0F,dJ 7 GRAPHIC SCALE im ro r�= co 0 r$ rt. II VWIF' N W Z N z V N � Y � 'o OZ II m� iL LLI N d cV S w �V)OL)a0 ()�a m Ir � n \ mz T 7 � Qom', \ GENERAL NOTES: 1.) ALL VEHICLES, EQUIPMENT, (ECEPT F'LAGGERS) AND THEIR ACTIVITIES ARE RESTRICTED AT ALL TIMES TO ONE SIDE OF THE ROAD. 2.) WORK OPERATIONS SHALL BE CONFINED TO ONE LANE. A 3.) FOR WORK OPERATIONS OF 60 MINUTES OR LESS SEE INDEX NO. 612 SYMBOLS: SIGN W/ 18" X 18" (MIN.) ORANGE FLAG AND TYPE B LIGHT 4.) WHEN VEHICLE THE: LINE OF SIGH SIGNS ENCROACH THE SIGNS SHALL IN ACCORDANCE 1 5.) THE FIRST TW 18" X 18" (MIN.) ATTACHED AND C MESH SIGNS MAY OPERATIONS. TYPI ARE NOT REQUIRE 6.) ALL SIGNS SH CLOSURE TIME EX 7-) DUAL SIGNS A TYPE I, TYPE it OR TYPE III BARRICADE VERTICAL PANEL C� OR DRUM W/ STEADY BURNING LIGHT AT NIGHT ONLY TYPE I, TYPE II OR TYPE III BARRICADE ® OR DRUM W/ FLASHING LIGHT AT NIHT ONLY 000 ADVANCED WARNING ARROW PANEL • TYPE I OR TYPE II BARRICADE, CONE OR DRUM WORK ZONE SIGN �] FLAGGER D z O Tui w V � U� F= 0- 0 Wy w m A S P H A LT P A VE M E N T I P. 0 4 z X 7 4J .w 200• 4 20Y z 200' ace III 03 a STOP or 0 mm 7"! ft 70r_� MR - a i Cl (NOT OPEN) END o 0 (F O R M E R L Y W ES T P L A Z A ) ROAD WORK 41 ANCHOR ENGINEERIG N, INC. CH°R TNC CIVIL ENGINEERS - LAND PLANNERS NEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388-1259 r►r rra�r��r,�r�.13rcT►yyra��r r,Ni GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I Inch - 20 ft. CONSTRUCTION PLANS v OF d SITE IMPROVEMENTS O FOR p WEST PLAZA AT p WEST PLAZA @ MAYPORT ROAD p ATLANTIC BEACH FLORIDA NA DATE 80 WHEN OTHER CONSTRUCTION OR MAINTENANCE OPERATIONS OCCUR WTMIIN 11LE SIGN TO BE OMMITTED ANS SIGNING TO BE COORDINATED IN ACCORDANCE WITH INDEX 600 a u ERECT STOP SIGN AND INSTALL REMOVABLE STOP BAR MARKING. REMOVE OR COVER EXISTING STOP SIGN AND REINSTALL WHEN THROUGH LANE REOPENED TO TRAFFIC ( IN FEET) �3Ci a� \ a I I Inch = 20 [t. z \ \ �I �I O z :2 -- — — — — — — — — — — — — — — . N_ 299.49' FROM SSMH TO SSMH � — — T (50'RIGHT—OF—WAY) — — — — — - 6 -PVC — a SIN (PAVED ROAD) (03LSOd SV) W E S T P L A Z A IR CP M a o 254.80' a tV ri IICq0) W 0 �°°°'z 08 .r 7� w GENERAL NOTES: 1.) ALL VEHICLES, EQUIPMENT, (ECEPT F'LAGGERS) AND THEIR ACTIVITIES ARE RESTRICTED AT ALL TIMES TO ONE SIDE OF THE ROAD. 2.) WORK OPERATIONS SHALL BE CONFINED TO ONE LANE. A 3.) FOR WORK OPERATIONS OF 60 MINUTES OR LESS SEE INDEX NO. 612 SYMBOLS: SIGN W/ 18" X 18" (MIN.) ORANGE FLAG AND TYPE B LIGHT 4.) WHEN VEHICLE THE: LINE OF SIGH SIGNS ENCROACH THE SIGNS SHALL IN ACCORDANCE 1 5.) THE FIRST TW 18" X 18" (MIN.) ATTACHED AND C MESH SIGNS MAY OPERATIONS. TYPI ARE NOT REQUIRE 6.) ALL SIGNS SH CLOSURE TIME EX 7-) DUAL SIGNS A TYPE I, TYPE it OR TYPE III BARRICADE VERTICAL PANEL C� OR DRUM W/ STEADY BURNING LIGHT AT NIGHT ONLY TYPE I, TYPE II OR TYPE III BARRICADE ® OR DRUM W/ FLASHING LIGHT AT NIHT ONLY 000 ADVANCED WARNING ARROW PANEL • TYPE I OR TYPE II BARRICADE, CONE OR DRUM WORK ZONE SIGN �] FLAGGER D z O Tui w V � U� F= 0- 0 Wy w m A S P H A LT P A VE M E N T I P. 0 4 z X 7 4J .w 200• 4 20Y z 200' ace III 03 a STOP or 0 mm 7"! ft 70r_� MR - a i Cl (NOT OPEN) END o 0 (F O R M E R L Y W ES T P L A Z A ) ROAD WORK 41 ANCHOR ENGINEERIG N, INC. CH°R TNC CIVIL ENGINEERS - LAND PLANNERS NEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388-1259 r►r rra�r��r,�r�.13rcT►yyra��r r,Ni GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I Inch - 20 ft. CONSTRUCTION PLANS v OF d SITE IMPROVEMENTS O FOR p WEST PLAZA AT p WEST PLAZA @ MAYPORT ROAD p ATLANTIC BEACH FLORIDA NA DATE 80 WHEN OTHER CONSTRUCTION OR MAINTENANCE OPERATIONS OCCUR WTMIIN 11LE SIGN TO BE OMMITTED ANS SIGNING TO BE COORDINATED IN ACCORDANCE WITH INDEX 600 a u ERECT STOP SIGN AND INSTALL REMOVABLE STOP BAR MARKING. REMOVE OR COVER EXISTING STOP SIGN AND REINSTALL WHEN THROUGH LANE REOPENED TO TRAFFIC 1 LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHERWISE NOTED 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) DENOTES 1/2* IRON PIPE SET (LB 6645) © DENOTES PIN OR NAIL AND DISK SET (PLS 1674) LD DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) 0 DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") E] DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ® DENOTES " X " CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME DENOTES CENTERLINE R/W DENOTES RIGHT-OF-WAY ID DENOTES IDENTIFICATION Q DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE K DENOTES OAK TREE B DENOTES BAY TRETE PM DENOTES PALM TREE WO DENOTES WATER OAK TW DENOTES TWIN CLSTR DENOTES CLUSTER NOTES: 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT NA DRAWING: R.J.B. ---- DRAWN BY: FIELD BOOK NA; PAGE(S) MOT Q CHECKED BY: SCALE: R.J.B. 1 " = 20' REVISION BY RONALD PROFESSIONJ. BONGIOVANNI. 0. C R . J . B . DATE: SHEET .7 OF 8 Q a I z a } w O z :2 c3 a0 a E- a a3 W I a M a o d a � 0 kn 08 .r 1 LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHERWISE NOTED 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) DENOTES 1/2* IRON PIPE SET (LB 6645) © DENOTES PIN OR NAIL AND DISK SET (PLS 1674) LD DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) 0 DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") E] DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ® DENOTES " X " CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME DENOTES CENTERLINE R/W DENOTES RIGHT-OF-WAY ID DENOTES IDENTIFICATION Q DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE K DENOTES OAK TREE B DENOTES BAY TRETE PM DENOTES PALM TREE WO DENOTES WATER OAK TW DENOTES TWIN CLSTR DENOTES CLUSTER NOTES: 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT NA DRAWING: R.J.B. ---- DRAWN BY: FIELD BOOK NA; PAGE(S) MOT Q CHECKED BY: SCALE: R.J.B. 1 " = 20' REVISION BY RONALD PROFESSIONJ. BONGIOVANNI. 0. C R . J . B . DATE: SHEET .7 OF 8 I. SET POSTS AND EXCAVATE A 4'x4' TRENCH UPSLOPE ALONG THE LINE OF POSTS 2. STAPLE WIRE FENCING TO 3, ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INT❑ THE TRENCH, 4' 4. BACKFILL AND COMPACT THE EXCAVATED SOIL, EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CONSTRUCTION DETAILS FOR SILT FENCES 2. PLACE AND STAKE STRAW BALES. 1. EXCAVATE THE TRENCH. F LUW 4. BACKFILL AND COMPACT THE 3, WEDGE LOSE STRAW BETWEEN EXCAVATED SOIL. BALES. ONSTRUCTION OF A HAY BALE BARRIER. POINTS A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF HAY BALE BARRIER IN DRAINAGE WAY HAY BALE BARRIER CONSTRUCTION DETAILS Usually mixtures of the above plant materials are better than a single plant alone. Each of the legumes dlscusseid above can be grown In mixture with annual ryegrass and/or- the small grains. In a two -crop mixture cut the seeding rate of each crop to one-half of the recommended planting rate when grown alone. Similarly three pliant types In a mixture requires approximately one-third of the normal seeding rate for each plant. In a three plant mixture containing a single legume, thle legume should be planted at one-half of the pure stand seeding rate. TEMPORARY SEEDING PLANT MATERIALS SEEDING MIXTURES, RATES AND DATES Seeding Rate Planting Dates Comments Common Name Acre 1000 Ft2 N, FLA. Site (Botanical Name) 2'-1' Conditions Seeding Mixtures Acre DAYS 3 Bu sSeptember- High Witt not tolerate flooding, hlwQier able soils. (Avena saliva) (125 lbs) BRICK February Maintenance RYE 3 Bu 4 lbsSeptember- Tolerates cold and drought. W(Sec'" cereal¢), (170 lbs) a�= Februar 2' CLEAR ' • ' A u 3 lbs eptem er- 1 ib (T Itl ) ( l ) Use F ruar 40-60 lbs ANNUAL RYEGRAS 60 lbs 1.5 lbs September- Vollunteers may return. (Loll mutt flor ) 4 oz _90z February CRIMSON CLOV R 5 III .5 lb September- Annual.w►n er legume. Inoculate seed at 5 times recommended rate. Trlf li rn(at m) Southern White Clover 3 lbs Noyr tolera a flv din . -Does goorly on deep, dr nd Il not- D CLOVER 1 lbs oz September- Annual winter legume. Inoculate seed at 5 times recommended rate. (Trlfoliu rat e) BE ONE TWELFTH OF THE DIAM, I December arows best m I II will n t tol rate fl di sl h rt b dr u ht. WHITE CLOVER 6 lbs 2,5 oz September- Annual venter legume. Inoculate seed at 5 times recommended rate. (Trlf lium re en ) 3 oz 9/1-1/1 camber Grows best on moist -wet soils tolerates some Ftoodln A UA WE L 5 s oz eptem er- Annus winter legume. noc a e seed at 3-5 times recommended rate, (Melilotus altissl a) Hlairy Indigo 4 lbs December Grows well on both flatwoods and u and Its Wal tolnerat dn . PIPES SHALL BE FLUSH 1 Lbs oz p en er- rnot atARPOWL anus winter legume. Inocula mea raF (TrlfoUum vest ullosum) Slopes December Grows gn oil tqo wet. Far rimson tolerates same flood►n Use scarlPled seed. L V 6 lbs s ep em er- nnunl win er egume, nocu a e seed a t mes recommen ad rn e. (Lypinys si:0 1.7 lbs 7/15-1/1 I Deco'N Su til to freezeat i of em r orifled seed. ALFALFA 22 lbs oz September- bort Ilved perennial. Some drought resistance. <M 1 tivaJ %ahiagrass 15 lbs D c m r r w s n ell -drain d f rtil IIs. Will not tolerat-IiI 302, AUSTRIAN WINTERt PEAS 45 lbs I lb eptember- September- 8 oz 10/1-11/15 Best adapted to N, Florida D emb r December Grows best,on w t _ rn oil with high la nt nt. HAIRY ETCH 25 lbs 9 oz September - 1, Weeping Lovegrass VI to v0.1 ) 2 oz 2/15-8/15 m r Grows best on welt-dralned, tRamy golis. ALYCECLOVER 15 lbs 6 oz April- Warm season annual legume. (Al slcnr us va nalls) a,, Bahiagrass (507 scarified seed) 5 lbs Jul Grows best on well-dralned sand soils. C M L E 3 lbs 11 oz arch- Warm season annus . Needs inoculation on eroded soils. (Les Ideza strla'ta) Jul Grows best on sand loans. Fairlydrou ht resistant. HA Y 8 lbs 3 oz Marc - dl. Serica lespedeza <Indl ofern hirs ta) (120 ls) 2/15-8/15 Jul J N H 8 lbs oz March- Warm season annual egume. (A h n m r m r na Au u t M t tabl f summer le um s F r l w wet or MILLE 30 lbs tl oz March- Warm season annual. Does no tolerat¢ flooding, rows best In fertile, moist AWNet riaWN s ) Au ust soils. Pearl and Brown -top are ood varieti s to use. SES 30 lbs 11 oz March- Warm season annual legume. (Se ban ma r car ) Jul D s ll and r xtr m wet conditions. S17RGHAM SUNANAN RAS. 30 lbs 11 oz March- Warm s¢aspn annual. Rapid grower. Tolera es dryer sons than millet. HYBRID Jul Grows best on well-dralned soils, Can also use Sudan ass alone. WEEPINGL s oz March- Short-lived perennial, 2-3 years, < rn rostis c Cw4 ) I Au ust 7 l ,r.oLtjj.h9t, dry stages and acid Infertile IIs. Usually mixtures of the above plant materials are better than a single plant alone. Each of the legumes dlscusseid above can be grown In mixture with annual ryegrass and/or- the small grains. In a two -crop mixture cut the seeding rate of each crop to one-half of the recommended planting rate when grown alone. Similarly three pliant types In a mixture requires approximately one-third of the normal seeding rate for each plant. In a three plant mixture containing a single legume, thle legume should be planted at one-half of the pure stand seeding rate. TEMPORARY SEEDING PLANT MATERIALS SEEDING MIXTURES, RATES AND DATES Binding Wir or Twine I I I Compacted Solt to I I Prevent Piping t 1 Filtered Runo I Sediinant Laden II II I I Runoff 1 1 t I 1 I I I Iii Irl I FE1 I I- w -I I lel i I I lI�11�11�i--I I I 11-11 1 1_.._-11 CR❑SS-SECTION OF A PROPERLY INSTALLED STRAW BALE Staked and Entren[ed Straw Bale, N I -C H J K M SIDE VIEW A END VIEW TOP VIEW J_ E F G D E CONCRETE: 4,000 P.S.I. STEEL! #4 @ 12' E.W., WITH 1 #6 OVER PIPE OPENING, (2' CLEARANCE OVER STEEL, REINF. BARS, 1/2' TOLERANCE:), STANDARD MITERED END SECTION FOR RCP OR CMP ALL FILL, TO BE COMPACTED TO MIN. 98% MAX. DENSITY PER AASHTO T180 RCP/CMP A Seeding Rate Seeding Dates Comments Per Per G Site 2'-7# 2'-1' Conditions Seeding Mixtures Acre 1000 Ft 2 N. Fla. OF ASTM.0 478 High Q. C. a BRICK Maintenance a N° Lawns REVISION a�= 2' CLEAR ' • ' GROUT, 'RAMNEK' OR General I. Rahlagrass 40-60 lbs 1 ib 2/15-8/31 Use 507 scarified seed. Use 2, %hiagrass 40-60 lbs I lb 2/15-8/15 Use 50% scarified Bahia seed. &rmudagrass (hulled) 8-12 lbs 4 oz 3. %ahiagrass with one of the following, 20-30 lbs .5 lb a.. Use 50% scarified Bahia seed. Southern White Clover 3 lbs 1.2 oz 9/1-1/1 Inoculate legumes. ¢ Annual White Sweetclover 8 lbs 3 oz 9/1-1/1 BE ONE TWELFTH OF THE DIAM, Crimson Clover 12 lbs 4.5 oz 9/1-1/1 AarrowleaF Clover 8 lbs 3 oz 9/1-1/1 Alyce Clover 8 lbs 3 oz 2/15--7/15 Hlairy Indigo 4 lbs 1.5 oz 2/15-7/15 PIPES SHALL BE FLUSH Aschynamene 12 lbs 4.5 oz 2/15-7/15 Slopes I. Slericea lespedeza a.40-50 lbs 1.2 lbs 1/1-7/15 For scarified seed, BEARING CAP NOT BE IN b. 75 lbs 1.7 lbs 7/15-1/1 For unhulled seed, ADDITI❑NAL STRUCTURAL 2. S;erlca lespedeza with one of the follow) + STORM SEWER Use seeding rate specified above. TYPE J-1 THRU J -1-F %ahiagrass 15 lbs 7 oz 2/15-8/15 Tfall Fescue 20 lbs 8 oz 10/1-11/15 Best adapted to N, Florida Weeping Lovegrass 3 lbs 1.2 oz 2/158/15 Draughty 1, Weeping Lovegrass 5 lbs 2 oz 2/15-8/15 Gives quick summer cover. Areas 2. Weeping Lovegrass with one of the Folio ingl a,, Bahiagrass (507 scarified seed) 5 lbs 2 oz 2/158/15 b, Bermudagrass (Hulled) 30-40 lbs 12 oz 2/15-8/15 c:. Hairy panicum 8-12 lbs 4 oz 2/158/15 dl. Serica lespedeza 8-12 lbs 4 oz 2/15-8/15 Use seeding rate and dates specified above. Binding Wir or Twine I I I Compacted Solt to I I Prevent Piping t 1 Filtered Runo I Sediinant Laden II II I I Runoff 1 1 t I 1 I I I Iii Irl I FE1 I I- w -I I lel i I I lI�11�11�i--I I I 11-11 1 1_.._-11 CR❑SS-SECTION OF A PROPERLY INSTALLED STRAW BALE Staked and Entren[ed Straw Bale, N I -C H J K M SIDE VIEW A END VIEW TOP VIEW J_ E F G D E CONCRETE: 4,000 P.S.I. STEEL! #4 @ 12' E.W., WITH 1 #6 OVER PIPE OPENING, (2' CLEARANCE OVER STEEL, REINF. BARS, 1/2' TOLERANCE:), STANDARD MITERED END SECTION FOR RCP OR CMP ALL FILL, TO BE COMPACTED TO MIN. 98% MAX. DENSITY PER AASHTO T180 RCP/CMP A B C D E F- G 15' - 18' 2'-7# 2'-1' 6' 6' 6 3/4' r-6, 1'- 7' RCP/CMP H J K L M N 15' -- 18' 2'--10' 2'--4& 8' 6' 6'-104 71 -Op STANDARD TABLE OF DIMENSIONS FOR MITERED END SECTION (oa CONSTRUCTION PLANS JYNC. ANCHOR ENGI NEER/NGS INC. SITE IMPROF OVEMENTS PVC) / FOR ING ENGINEERS -PLANNERS - EIVV/RONMENTAL PERMITS WEST PLAZA AT 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 PHONE:(904)388-1259 FAX. -(904)388-0404 EMAIL:anchrertgeCPaoLcom WEST PLAZA @ M AY P 0 R T ROAD ATLANTIC BEACH, FLORIDA I N w N U t N I cN. o 2 1/8' 7/8' 1 5/8' 17/8 35 7/8' 2 7/8' PLAN iBEARING PAA, 1 1/2' 7/8' SIDE yj 35 1/e' l LEYATILU APPROX, 240 1 Bk STORM SEWER INLET GRATE 0 SHAPE TO SUPPORT 0.5 P PIPE WITH EXTRA CUT AT BELL EACH LIFT TO BE- TO REQUIRED DENSITY PBEFORE STARTING MPACTED NEXT LIFT NO LIFT TO EXCEED 6' WHEN COMPACTED, PIPE BEDDING CASE 1 6' 6' EYE BOLTS (SEE PLATE D 210) SLOT OPENINGS SHALL. NOT BE IN WALLS WITH GRATE SEAT NOTE, CONC. DESIGN STRENGTH 4000 P.S.I. 6, 2,-0' 6' 2 11/4' 3 7' 3 7' Itil 2 i/4' ALL EXPOSED CORNERS 4. 2' AND EDGES TO BE CHAMFERED 3/4' I. 2'x2'xl/4' ANGLE IRON GRATE SEAT ILII (SEE PLATE D-209) #4 6' VARIES MAX, DEPTH 15' I GROUT, OR 'RAM-NEK' JOINTS WHEN REQUIRED I• F r,rr, #4 @ 12' D.C. D.W. �• PIPE MUST NOT BE IN CONSTRUCTION JOINT PIPES SHALL BE FLUSH WITH INSIDE WALL #4 @ 6' O.C. B.W. MINIMUM BEARING CAPACITY 2000 PSF ACCEPTABLE E=XISTING FIRM UNDISTURBED MATERIAL. STORM. SEWER TYPE "C' INLET K-10 ZICK 2-- #8 @ 6' O.C. J U W Cl - 0 0 M I MANHOLE COVER AND FRAME . GROUT PLAN PER CITY OF JAX, STD, WESTPLAZA L- I tC? in o 'n © i• Co co o v, q ,� R.J.B. A � �. . . �► a MANHOLE COVER AND FRAME . GROUT PLAN PER CITY OF JAX, STD, WESTPLAZA DRAWN BY: PRECAST IN ACCORDANCE M • W • Z . WESTDTI .DWG WITH LATEST EDITIONS SCALE: R.J.B. OF ASTM.0 478 1 „ 20' Q. C. a BRICK a N° DATE REVISION a�= 2' CLEAR ' • ' GROUT, 'RAMNEK' OR 'O' RING JOINTS WHERE REQ'D, ~ a.. w MINIMUM WALL THICKNESS SHALL. A ¢ BE ONE TWELFTH OF THE DIAM, > 2' CLEAR OF THE RISER, WITH A MINIMUM ?,/FT WALL THICKNESS OF 5'. PIPES SHALL BE FLUSH WITH INSIDE WALL. MIN. PIPE MUST BEARING CAP NOT BE IN 2000 P.S.F. CONST, JOINT NOTE: FOR ADDITI❑NAL STRUCTURAL DETAILS REFER TO PLATE D-110 STORM SEWER TYPE J-1 THRU J -1-F MANHOLE A � �. . . �► a PROJECT N° M,W.Z. a WESTPLAZA DRAWN BY: a M • W • Z . WESTDTI .DWG a SCALE: R.J.B. a 1 „ 20' Q. C. a R.J.B. a N° DATE REVISION BY PROFESSIONAL ENGINEER: RONALD J. BONGIOVANNI FL. REG, NO.: 24255 DESIGNED BY: PROJECT N° M,W.Z. WESTPLAZA DRAWN BY: FILE DESIGNATION: M • W • Z . WESTDTI .DWG CHECKED BY: SCALE: R.J.B. 1 „ 20' Q. C. DATE: R.J.B. DRAWING: DTL , SHEET 8 .O 8 �! x Lt I ' 1I III II, EXTEND FIREWALL (1 -HR.) I I OVER TOP OF CONC. VAULT II II II II II II II ADJUST OPN'G. INTO EXIST. OLD VAULT AS REQUIRED LOPE I i = 12 5 _ EPLACE EXIST. �� w/ NEW BUILT-Q�-PROOF zzz - - - -R PLACE EXIST. IF 'G EXIST. - STRUCT. FIELD VERIFY EXIST. SOFFIT - - -- ..-- - ' ' - TO BE REMOVED r• -( _ 3� 1 /2 x3 1 /2" NEW SUSP'D. ACOU 3T,Z TILE CLG. SYSTEM I x1 4-�t G. w/ (3) "m �gEEBE 8'-0" HT. MIN. & reserves Its common lawtptyift copyd hl and other 9'-0" HT. MAX, 1 /2" GYP. BD. ON 3 5 8" MTL- (20 GA. ® 24" O.C. w 3 1 /7' BATT. INSUL. BTWN. ALUM. STOREFRONT WINDOW FRAME w/ 1/47 POL. FLOAT - GLASS (RATED FOR 110 MPH WIND LOADING) REPLACE EXIST.=FASCIA w/ SIMILATED BRICK= fUEev- FINISH --eQYCREJP ATTACH NEW MTL. FRM'G. TO EXIST, STRUCT. z I y I � (EXIST.) 29'-2 .. 29'- 10" W-411 I 1 _ 1-- ( - -- EMov� Isi. wALL ux.I I Ia , ' BLK. UP EXIST. REMOVE VEST. - - - , IND. OPNG'S. I & RELOCATE _ NEw PROVIDE LLS F IN f 4 1 /2" ^' I� I EXIST. DOOR / r IC EXIST. WALLS FOR 1 NEW 36" DOOR n 0 TYPICAL DI FOR ALL RESTROOM REWORK EXIST. STOREFRONTS AS SHOWN \ ��%w3 A'to e hor 51 N�No►cA o RccEss�a � I .OPE SLOP I LOPE SLOP . --D c IST FLOOR, PLAN 1 /8" = 1 ' — 0" CORRIGATED GALV. METAL AWNING ON STEEL FRAMING PROVIDE PT WOOD BLK'G. IN NEW WALL TO ATTACH MANUF TO PROVIDE SHIOP DRAWINGS AND ANCHORING DETAILS TO MEET 110 IMPH WIND LOADING REQUIREMENTS NOTE: ALL, NEW ANLGES & STL. BEAMS SHOULD BE GALV., IIF ADEQUATE TRIM EDGE OF I PROTECTION IS NOT REMOVE EXIST AXI T. SP� °° PROVIDED FROM WEATHER COATING & ADD EXPOSUJRE, NEW CONC. TO BRING UP TO EXIST. SLAB, ', ..=� - :�G' �;;'•"'aFs:'+}ha +'+,gam' ., r• -( _ 3� 1 /2 x3 1 /2" LEVEL OF EXIST. INTERIOR SLAB e .-ro.q�`1"nrr:�a�tr,tg,'v. P*I' I x1 4-�t G. w/ (3) "m �gEEBE ..'r*°v reserves Its common lawtptyift copyd hl and other , A[VCH'S. righn th... pian.. w/ EPDXY 114 -NOT CMU THRU'6tTS 3 5/8" (20 GA) & (3) 3/4"0 MTL. FRAMING I TO W12x40 STL. SM. - 12 BRACE ® 24" I SIMILATED BRICK FINt�K---" O.C. w/ 3/8"0 STUCCO ON 1 � &MENT 5 annex -hateeasy r. nar or. THRU BOLTS TQ I BD. ON 3--5/8r2"" (20 GA) STL. BEAM MTL._�RWG. ® 24" O.C. pto third arty wlthqut flrst obtalNng I JOINTS AND MATCH - lne expr••eeed wdtten permleelon from THOR HEINRICHS _,ALIGN LSTILLG__B13!CK.._FAC L&DE - -�-, - AHCHrfECT. SMOOTH SAND FINISH CORRIGATED GALV. METAL STUCCO ON STUCCO ON 112h CEMENT AWNING ON STEEL FfRAMING EXIST, BRK. BD. ON 3 5/8" (20 GA.) PROVIDE PT WOOD B3LK'G. THESE DRAWI D9 BHALL MTL. FRM'G. ® 24" O.C. IN NEW WALL TO ATITACH MANUF TO PROVIDE !SHOP Al DRAWINGS AND ANCHiORING DETAILS TO MEET 1110 MPH WIND LOADING REQUIIREMENTS DETAIL 1 3/4" = 1'-0" Al (06 Det2ett_o 131 l/d BLK. UP ERIE WINDOW OPN' BUSINESS OCCUPANCY (2nd FQ 7820 S.F. TYPE IV CONSTRUCTION UNPROTECTED, UNSPRINKLED 17,000 S.F. MAX, ALLOWED INTERIOR FINISHES SHALL BE CLASS "B" THRU—OUT OCCUPANT LOAD = 79 PERSONS MIN. # EXITS REQ'D. = 2 2 EXIST'G. PROVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'G 106" CORRIDOR & EXIST'G 60" WIDE STAIRS CONTRACTOR TO FIELD VERI EXIST. CANTILEVERED SM. BEYOND (2) L 3 1/2"0 1/2" x i/4' x9" LG. w/ (3) 3/4!'0 THRU BOLTS TO EXIST. STL, SM. & (3) 3/4"O THRU BOLTS TO W12x40 STL. SM. s" x8" x 1 /2" BRG. PL. w/ 116r WELD ALL AROUND 6"O STD. STL. PIPE COL. 3/4"0 A.B'S SQ.x3/4" BRG. PL. ON 1" GROUT BED EXIST. GRADE CONC. FTG. A I r I (MIN. 3000 P.S.I.)ii N w/ 3-#5'S E.W. V. w _ T e= DETAIL 2 3/4"= 1'--0" Al LEGAL DESCRIPTION LOTS 5 & 6 AND THE NORTH 37.0 FEET OF LOT 7, BLOCK 35, ATLANTIC BEACH, PLAT NO. 1 SUBDIVISION "A", ACCORDING TP THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ANERN STREET (ON—STREET PARKING) S 83'23'12" W 102.36' H NE II WOOD L�bl 9,51 DECK OVERHF{AD SIGN DUM"OCEANI VIEW MOTEL" I6 1' 53.8' 6.6' ; Q i - I I N I LU O , � EXISTING 2—STORY BRICK z ' a I AND CONC. BLK. I I � r O M' Cann I z to M C) 10 (n Iz z Q LU O / I I 53.8' 6.6'' /dkiiiii 6 9.6' co EPS 0 111111111116 sTUCC0 wally. - ---r -- —N�83'23'12" E 100.64' S I TE PLAN - 1 1; = 20' CITY fl ATLANTICBI+I;H RUILDING OFFICg AR a 1 2001 Q Q OEVISICNi� * i '�I •a^u""' - :�G' �;;'•"'aFs:'+}ha +'+,gam' ., ,q'+.m•.t.^yy^t 7u^" gr.wtg^:r, �.S�WI',ut.,^r-rf•satrn- e .-ro.q�`1"nrr:�a�tr,tg,'v. P*I' JQB NO. ..'r*°v reserves Its common lawtptyift copyd hl and other , ?F"" a LEGAL DESCRIPTION LOTS 5 & 6 AND THE NORTH 37.0 FEET OF LOT 7, BLOCK 35, ATLANTIC BEACH, PLAT NO. 1 SUBDIVISION "A", ACCORDING TP THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ANERN STREET (ON—STREET PARKING) S 83'23'12" W 102.36' H NE II WOOD L�bl 9,51 DECK OVERHF{AD SIGN DUM"OCEANI VIEW MOTEL" I6 1' 53.8' 6.6' ; Q i - I I N I LU O , � EXISTING 2—STORY BRICK z ' a I AND CONC. BLK. I I � r O M' Cann I z to M C) 10 (n Iz z Q LU O / I I 53.8' 6.6'' /dkiiiii 6 9.6' co EPS 0 111111111116 sTUCC0 wally. - ---r -- —N�83'23'12" E 100.64' S I TE PLAN - 1 1; = 20' CITY fl ATLANTICBI+I;H RUILDING OFFICg AR a 1 2001 Q Q OEVISICNi� By REVISED NEW LAYOUT 10/13/00 J.F. EVISED EXTERIOR & LEVATOR, ADDED THIS $1T. 12 18 04 R ISE sT ucT.' ADDED FACADE DETAILS 21301 J. F. T, H, JQB NO. reserves Its common lawtptyift copyd hl and other righn th... pian.. J.F., T.H. CHECKED T. H. DATE 7/27/00 SCALE —w COPYRIGHT AS NOTED THOR HEINRICH5 ARCHITECT JQB NO. reserves Its common lawtptyift copyd hl and other righn th... pian.. Properly d»a e. and d».Igns. 7h»y. Ideas, designs. and plans are not to be reproduced, changed, SHEET NO. or aapled in any toren or annex -hateeasy r. nar or. they b. assigned to any pto third arty wlthqut flrst obtalNng lne expr••eeed wdtten permleelon from THOR HEINRICHS AHCHrfECT. WRITTEN DIM NSIONS ON THESE DRAWI D9 BHALL HAVE PDRCICMHIC[ESN OVFRx9G11-17 Al Lw PA[IN a LE VERIFY ALI, DIMS IONS AND CONp- (TONS ON tL JOH AND THIS OFFICE MUST BE NOTIFIED OF ANY VARWTIpN FROM THE DIMENSIONS AND CONDITIONS A SHOWN aarr MESE DRAtNINal FOUR SHEETS AS -BUILT FRONT ELEVATION PROPOSED 3/16" = V-0 ETAL ROOFING SLIMULATED BRICK PATTERN STUCCO TO MATCH EXIST. BRICK WORK METAL OOF NG � NEW WROUGHT RON COL. N(REAR,,,��E'hhIROR IMAGE EOEP-T�.�Qft�aSOREf` NT 1S) FLOOR) 2rl'8 F.L. RENOVATION -©IVCD(; 1st FLOOR TO REMAIN AS IS ' l D ° NEW MASONRY ELEVATOR EXISTING NEW fi' STL. HAFT AND EQUIP ENCLOSURE RG. WALL PIPE COL. PROPOSED REAR ELEVAT I ON 1 /8" = 1 ' -- (0" I rn (7I I -' (0 a o(eet In B (\/d EW 6' STL. IPE COL. , .,. .�� �... ...� µ .. .. .. .� .n ,..y . ••r �'Y r...... ... .. .. jR F ... M. -r , T Ys. T - - N. y yin. .^I .... I �, ..r "7.�"�'�.; ... •r�r-v.rn.q• +•,.Mr.,,.-.a,.,�, gym^- �,.rq,+n'.gs.. w.an;..r�,.,...syr.'try9"�c'+�rx..s�rgy?`9.r1`.e^rv...rr'R'�^',"„h",?'!.F° EXIST. STUCCO EXIST. BRICK EXIST. BRICK Q PROVIDE OPN'G. FOR NEW ELEV. DOOR RI G N T SIDE ELEVATION (LEFT SIDE MIRROR IMAGE) 3/16"- 11_T 'APIpR0VED CITY OF ATLANTIC BEACH still -DING OFFICE REVISIONS I3Y REVISED NEW LAYOUT 10/13/00 J.F. REVISED EXTERIOR 12/181,00 J E REVISED, ADDED REAR COLUMNS 2 13 01 T.H. COPYRIGHT AS NOTED THOR HEINRICHS ARCHITECT NO. AR OI 2001 J. F., T.H. CHECKED T.H. DATE 7/27/00 SCALE COPYRIGHT AS NOTED THOR HEINRICHS ARCHITECT NO. hereby renree Ito Common IDw ricaht capyrl ht tlnd other pproperty H9hte Pn theq Plane. ,JOB idea•, and desIgne The.• Ideas, deslgne, and plea• ws not tobe reprdduced, Chnnged, SI.1l;E'r NO. Dapled in eny larm mnnner whoteoever, or. n they to6e Designed to any party Dhtnlnlnq ,hie eesd wrlttenr.t oo perCHITE n hom YHOR HEINRICHS ARCHR'ECT, WRITTEN ESE ORAAWIN0905�L HAVE PR[CEDENCE OVER 4 SCAL[' DIMENSIONS; CONTRACTOR %BALL VERIFY AND BE RESPONSIBLE COR ALL DIMENSIONS AND CONC- ITONS ON THE JOB AND tHiS OFFICE MUST SE NOTIFIED OF ANY VARIATION FROM A DM[ NSIONS AND CORAWIN NS $HOA 4HOWN BY MESE DW4WINQ9 OF FOUR SHEETS 2 —013 _ _13EPLACE EXIST. e"nFG w/ NEW BUI(�FE? 800F - - W - REPLACE EXIST. R-11 INSUL. HELD EXIST. REPLACE EXISt*'�)~. QIA IN PLACE w/ CHI KEN STRUCT, RE 5lMILAEXI BRICK IA WIRE FIELD ==- J VRI - 1/2' CEMENT BOARD EXIST. SOFFIT J 1 CgRRIGATEp GALV. MEfJAL TO BE REMOVED J AWNING ON STEEL FRAMAING PROVIDE PT WOOD BLK;'G. _ - -.. - ---- • r IN NEW WALL, TO ATTACH ATTACH NEW MTL. MANUF TO PROVIDE SHIOP NEW SUSP'p, .ACOU5T, RM'G. TO EXIST. DRAWINGS AND ANCHORING TILE CLG. SYSTEMSTRUCT. DETAILS TO. MEET 110 ]MPH 8'-0" HT. MIN, &\,, -r WIND LOADING REQUIREIMENTS 1/2" GYP. BO. ON 35/8" M`rL- � (20 GA, ® 24" O.C. w 3 1/2" ]BATT. INSUL. BTWN. SINGLE --HUNG PREFAB WINDOW (KINCO OR EQUAL) P.T. WD, BLK' IN MTL. FRM'( AS REQ'D TRIM EDGE OF EXIST. SLAB REMOVE EXIST AND REPAIR COATING & ADD NEW CONC. TO BRING UP TO EXIST. SLAB LEVEL OF EXIST. INTERIOR SLAB 3 5/8" (20 GA.) MTL. FRAMING BRACE 0 24"— O.C. w/ 316-0 THRU BOLTS TO STL. BEAM STUCCO ON EXIST. BRK. ELASH'G & CAULKING AS REO'D, (TYP.) I: NOTE: ALL NEW ANLGES & STL. BEAMS SHOULD BE GALV., IF ADEQUATE PROTECTION IS NOT PROVIDED FROM WEATHER! EXPOSURE. �3" 1/2"x3 1/2" u r I I I I I f X 1 4".x9:-�,G. w/ (3) GE QNCH'S. w/ EPDXY IN -1 W,CMU & (3) 31eO THRU-_.EL04TS ■ TO W12x40 STL BM. -=.-=- -'yam--- 12 ' SIMILATED BRICK FINISH 15 STUCCO ON 1/2"_0,E9E T - - ' BD. ON 3 5/_r--(20 GA.) - I MTL. ERM.rO. * 24" O.C. - 6LI911JOINTS AND MATCH �_�„=_�X15TING ` —SMOOTH SAND FINISH CORRIGATED GALV. METAL STUCCO ON 1/2" CEMENT AWNING ON STEEL FRAMING BD. ON 3 5/8" (20 GA.) PROVIDE PT WOOD BLK'G. MTL. FRM'G. ® 24" O.C. IN NEW WALL TO ATTACH MANUF TO PROVIDE SHOP DRAWINGS AND ANCHORING DETAILS TO MEET 110 MPH WIND LOADING REQUIREMENTS DETAIL � 3/4" _ 1 '-o' GAJ Ccs o 0c,ea.-n & �,d BUSINESS OCCUPANCY (,2nd^FL.) 7820 S.F. TYPE IV CONSTRUCTION UNPROTECTED, UNSPRINKLED 17,000 S.F. MAX. ALLOWED INTERIOR FINISHES SHALL BE CLASS "B" THRU--OUT OCCUPANT LOAD = 79 PERSONS MIN. # EXITS REQ'D. = 2 2 EXIST'G, PROVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'G 106" CORRIDOR & EXIST'G 60" WIDE STAIRS CONTRACTOR TO FIELD VERT EXIST. CANTILEVERED BM. BEYOND (2) L 3 1/2"x3 1/2„ x1 4"x9"LG. w/ (3) 3/4!'0 THRU BOLTS TO EXIST. STL, BM. & (3) 3/4!'0 THRU BOLTS TO WW12x4O STL, BM. 8"XWx112" BRG. PL W/ 1/S" WELD ALL AROUND 6"O STD. STL. PIPE COL. 31,V O A.B'S 0SQ.x3/4" BRG. PL. ON 1" GROUT BED EXIST, GRADE CONC. FTG. (MIN. 3000P.S.J.) I I w/ 3—�%5'S E.W. ra,l I� cv .T A 24" SQ. t DETAIL 2 3/4" 1'-0" Al GROUT—FILL w/ 2--#5'S CAP GROUT—FILL C/ 2-#5'S STUCCO e CMU JT. REINF O.C. VER- LEGAL.. DESCRIPTIO, BY LOTS 5 dt. ,6 AND TNIr NORTH 37,0 FEET OF LOT.. 7, BLOCK.: 35, REGIS p NFW`: LgYOUT ATLANTIC BEACH, PLAT' NO, 1 SUBDIVISION "A", ACCQRDIN.� TP TFIEs� DRAWINGS �t �9N�4N� � jr 'F, 'SHALL SE, REVIEWED`BY; THE CLIENT ME) INCLUpI.NG lq n2 CONFIRM THAT 'THESE DRGUMENTS rELOATOR EXTE.RIgR &. THE PLAT THEREOF RECORDED IN PLAT ROOK 5, PAGE 6'$ OF THEIR USE SHALL THE CURRENT PUBLIC RECORDS OF pUVAL COUNTY, FLORIDA 01 GENERA CONDITIONS :REFRESENT ; ADQEI$: THIS,THE ENTIRE ANDINTEGRATED AGREEMENT BETWEEN. THOI � J•F. HEINRICHS AftCFIIrECTAND THE CLIENT (REFERRED TO ,1;8'' DO ;T'G CMU WALL. AS TkIE "OWNER' IN IN . AIA OCCUME 1"A201 CENERAL RgVISED ADDED FACADE. SHAFT WALLS w/ CGNDITIONS, OF THE CONTRApT), OFTEN THE SUCH AND THE S RUCT DETAILS CONTRACTOR ARE ONE ANp THE SAME•IN, SUCH CASES ARE T.H. 4 B. ® 1 G' O.C. APPLICABLE TO THE REFER8NCES OF TSO'rH . THE "OWNEFr 2/13/01 AND THE CONTRACTOR" IN ACA DOCUM Ptr A20T. GENERAL D ELE V. ' �H E � � I S TR, E E T CONDITIONS OF 'THE DOCUMENT NO'Cp 'TRt1CT ApNINISTRATION DETAILSJ.F. IOVE j__j I v BY THE ARCHITECT IS TO RE PROVIDED WITH THESE ppC,UMNTS 6/14/01 iT. WALL UNLESS SPECIFICALLY PROVIDED BY SEPARATE WRITTEN CONTRACTUAL AGREEMENT ALTHOUGH THE USE OF THESE DOCUMENTS MAY BE FOR THE BENEFIT OF OTHER PARTIES BY ADD EL /, Li 'S, J F. 2 FROM (ON—STREET PARKING) SEPARATE CONTACTS WITH THE ARQHITECTS CLIENT` OR �-- 7/05/Ot BETWEEN PARTIES NOT KNOWN DIRECTLY BY THE ARCHITECT, TO SUCH AGREEMENTS. SHALL NOT BE CONSTRUED TO CREATE A S 83*23'12" W 102.36' CONTRACTUAL RELATIONSHIP OF ANY. KIND BETWEEN THE ARCHITECT AND SUCH THIRD PARTIES (CONtRACTORS, OWNERS. H NE TENANTS. ETC.). THESE DOCUMENTS HAVE. BEEN PRODUCED IN , itSTEPS WOOD AND INTENDED TO BE OF SUFFICIENT DETAIL, FOR PERMITTING OR ii 9,5' PECK OVERHEAD SIGN Tn ONLY.THE GENERAL THE CU Nr THE FLE,XleRiri TO SELECT a UIPMENTT. DUM "OCEAN VIEW MOTEL" FINISHES, FURNISHINGS, ETC, 7p CONTROL COSTS AND ALI_OW 6 1' S3 8' 6 6' , COMPETITIVE SYSTEMS AND PRICING. ANY LACK OF SPECIFICITY ' I AND CONSTRUCTION DETAILS SHALL NOT BE CONSTRUED AS AN I' i I INCOMPLETE 013LIGATION ON THE PART OF THE'ARCHIrECT OR I PPR ORM NGLEAVING F2ORpCOMPI,ETINGRTHED WNEORK NT TO'rALSCOMPLIANCE ' I r WITH THE GOVERNING CODES AND PRACTICES. ADDITIONAL DOCUMENTS MAY BE FURNISHED BY SEPARATE WRITTEN I I I CONTRACTUAL AGREEMENT. ' I , THE AGREEMENT SHALL DE, LIMITED TO THE WORK DIRECTLY ' I UNDER THE ARCHITECT'S CONTROL (SPECIFICALLY THE PRODUCTION AND THE EXTENT OF THE SCOPE .OF THE dl I PRODUCTION OF THESE'. DQCUMENTS ONLY). THE ARCHITECT I SHALL NOT DE RESPONSIBLE FOR 'THE IMF'LEMENTATICN T3Y OTHER$ OF THE WORT( DEPICTED BY 'THESE DQCUMENTg OR I THE USE OF'THESE DOCUMENTS BY -OTHERS, THE'USER OF I U. THESE THESE DOCUMENTS S12ALL BEAR THE. RESPONSIQILTY OF r AN 08TAININO ADDITIONAL AND MpRE:SPEGIFIC DETAILS D/ OR ENGINEERING WHICH MAY FIE DESIRED.. ALL EQUIPMENT SHOWN REQUIRING' PLUMBING .SERVICES p 2 SHALL BE PROVIDED WITH NECESSARY PLUMBING•AND 4 ice{ 'TIE PLUMBING rQ NWEST EXISTING, LINES: PLUMBING ' I EXISTINGI ', Oi CONTRACTOR. SHALL :SUBMIT` DRAWINGS/DESIGN MR rr7 APPROVAL. 2—STORY BRICK ' r• "� PROVIDE OR RELOCATE ALL RtQQIR,ED ELECTRCCAL ` n rf O�TLET$ DEVICES de YV(RING 'rO AC>r0�IM4DAT[~, NEW OR 'I a ( ? AND CONC. BLK, I� R, LOCATED EQUIPMENT REMOVE ALL AoMpQNED ELECTT(IQ4 WIRING Ori 'DEVICES: NO ,HOT. UNCQNNEG'TED WIRES OR UNUSEp QEVICES.,SHALL BE.: LEFT IN PLACE WHETHER THEY ARE`'PROPERLY'SECURED OR NOT. Ta, M EXISTING, ELECTRICAL LIGHTING & SERVICE 5TTALL REMAIN. a 1 7. I�. IN PLACE. VERIFY LOA0 CPAPCITIES, PROVIDE NEW CIRCUIT 57�7� 0 p PROTECTION AS' REQUIRED AND: RE- QALAN(:E 'EXISTJNG(n ( PANELS,•.CL ALL REQUIREO, SYSTEM DE510N%., MATERIAL. SPECIFICATIONS ' I I INSTALLATION DETAILS. AND SHQP DRAWINRS Sk ALL BE: AULU z I I 1, FURNISHED AND SUHMITFEQ BFY ,THE ASSOCIATED TRADE SUB�CONTRACTGR OR CONTRACTOR. 2. FURN&4D AND DESIGNED IN COMPUANCE,WITH ALL GOVERNING STANDARDS. CODES, AND REQUIREMENTS. -W . j 1 PROVIDED TO FIELD PERSONNEL TO ASSURE PROPER EXECUf10N OF THE INTENDED WORK. r I I 4 SUBMITTED TO ALL APPLICABLE GOVERNING AGENCIES _ r I , FOR REQUIRED PERMITS, APPROVALS, INSPECTIONS,„ I AND CERTIFICATIONS._^ X r U. ` I REQUIRED AS—BUILT INFORMATION & DRAWINOS SHALL BE PROVIDED BY THE CONTRACTOR FOR SU8MITTAL TO THE I OWNER, ARCHITECT, & REQUESTING GOVERNING AGENCIES. DOW CORNING 790 I •n EQUAL CAULK OR 9' 6 PLAN NEL LOCATION CMU 1ST FL, DETAIL 3/4" — 1,-0" (ELEV. PIT) PROVIDE OPN'G IN JT SI-IAFT SECT., 1/4"= 1'-0" Al FRAMED WALL 'ILLED 8' CMU 5'S ON CAVITY IN LL JEW PRE -ENG. ,ONC. LINTEL PORTION OF 3LK, FOR 1R Stu= WALL " T N 83723,12!' E � 100.64' S I TE PLAN. CMW 1 20' VERT. #5 Back Wall Side Wall r Water Clo§§ks 6011 min. 42n 6G" min. min. i 18r) �42 min. II I I II I E ; uu J, I I I I iLO ! clear t 'pace spacei — ---- -_j- - —� ___-----_—J 11 ' 48" rein. 46' min. l FI Water DRILL &INSERT w/ EPDXY 1/2"0 A.B. ® IV O.C. VERTICALLY q 6" ax. Min. Toe Clearance Knee Clearanc: 1i eLov Depth Min. .Lgvatory Cfearange i � I I I I I E1 I JI I I I � I I I I 3Q" in QIear FI 0 � I E I I I ! I l I b I I _48" min. e- -Clear Floor Space Q. -Drinking Q.—DrinkingFountai APPROV 1- gupllc gLACH !'vfy o13UiDINGNdFFIGE ob wolimuffia D. Im 001 4I11�_ 1 b 2001 u O = City of Atlantic Boagh Ki Building and ZQnIf RFiARW N J IF, T"H. o CHECKED (1, T. H._ �y . .DAT. 7 7`/0 _ STALE co, 'YR fflif IT AS -NOTED THCft rtEINFiIGH, ARC}11TEgT hareb eparrra Its c rrlr an J013 No. ' law..r�gght Dapyrl{�h4Ona 6�fiar i,opartY Hyr�TYK m thiar plgnr. ld Ts ndderlq rq ..: Yha>rq ldaya �leelgne end pians.Tara nal Fo ba r prorjyCgd; Charly Yd, or aaplaa In ' un1J ror,n yr SHEET NO. r4'anner wnatro"or, nor Orn, th.oY 1 0 hn, O* ad Ftp Orly third party 'allh4L t trert q�tuin(ny the so 304d. writtin 'pa mtaalon /rum TFiUa HEINRICH$ AT�CHIrECT• WRITTEN OIM NSIpN5 qN THESE DRAWING 9'$1L. HAVE PRECFOCNCC.'O`!ER SCALE ❑IrIA NStgNS:. ANGTrh 1.1 +,5 4'�' _j1tEp At•L'CLh1ENs1[jNS� ANL GCHU—, O I IUTf0F1119 9 '0,Tg1rHE E 30,ANuuEa THI5 tw ANY. 4AATpNFw)M THE IMNNSSIpHSECCNtl17 SHOAfY 1HNDRAWINWI, OFFOUR SHEETS u r I I I I I f ar>n. ■ a.: w ob wolimuffia D. Im 001 4I11�_ 1 b 2001 u O = City of Atlantic Boagh Ki Building and ZQnIf RFiARW N J IF, T"H. o CHECKED (1, T. H._ �y . .DAT. 7 7`/0 _ STALE co, 'YR fflif IT AS -NOTED THCft rtEINFiIGH, ARC}11TEgT hareb eparrra Its c rrlr an J013 No. ' law..r�gght Dapyrl{�h4Ona 6�fiar i,opartY Hyr�TYK m thiar plgnr. ld Ts ndderlq rq ..: Yha>rq ldaya �leelgne end pians.Tara nal Fo ba r prorjyCgd; Charly Yd, or aaplaa In ' un1J ror,n yr SHEET NO. r4'anner wnatro"or, nor Orn, th.oY 1 0 hn, O* ad Ftp Orly third party 'allh4L t trert q�tuin(ny the so 304d. writtin 'pa mtaalon /rum TFiUa HEINRICH$ AT�CHIrECT• WRITTEN OIM NSIpN5 qN THESE DRAWING 9'$1L. HAVE PRECFOCNCC.'O`!ER SCALE ❑IrIA NStgNS:. ANGTrh 1.1 +,5 4'�' _j1tEp At•L'CLh1ENs1[jNS� ANL GCHU—, O I IUTf0F1119 9 '0,Tg1rHE E 30,ANuuEa THI5 tw ANY. 4AATpNFw)M THE IMNNSSIpHSECCNtl17 SHOAfY 1HNDRAWINWI, OFFOUR SHEETS - ._._... __............ . ..._ ... --- ----- .... -- ... _ ... -- - — .. - -- ..... --- .. 117'-11"±(EXIST.) 29' -2" Z9'�1 _ .: n4F. &(0 Dce'Cco C)'lvd AS -BUILT 2ND FLOOR PLAN 1 /4.8" ^ J'_0" '_..0" mws : r TO BE REMOVED D LINE— T/P.) IF? L J �I II II II II II III L. -S- __ L oil— � CJI 10 I I 1 REMAIN �I 10 iii ILJ LJI �I I IL. II II -7 LI II t. 6, g„ REMOVE PORTION OF EXIST. BALCONY FL. 11 NEW & GRD. FL. SLAB 11 ELEV, FOR NEW ELEV, 1 II I� IL_ _ _ __JI II (I orLL i 1 A2 I I I I 1 1 I I I 1 1 I I I I i I I I I I I - - _ I REM VE j� -VEN EER--B2ndK 2ND FLOOR, DEMOLITION P LwAN FL. ONLY 1/811 1,_0,r 160 I � � I I I I I f 1 I __------------------ LI_ I I I -------------------- -------------- - _.-_ -________ -_ - -- �- I i I � I I 1 I( I� { I I ' SII Ir I I I I -------- _______W_ _ F— II I ,I. I 1 I I! 1 I � l I �I fl I i I I I I �I I � — 1 i I i g" 1611 1, EXIST'p ROOF" DECK � 1 F If II I r, $LOT CMU' .'DRILL: INTO Ifr - 36k A.$0VE & THRU FLOOR qCK INiQ 1l BEAM $WWW EPQXY #4 I i DOWEL INTO, i= dlFl BEAM., LAG VERT #4 INTO -',SLOT EQ CMU WALLS PACK w/ GROUT I I I I' } W I' 4 > I I Ii i I 1 I I I! I Ik i I itI ---------------- I XISl'G FLOOR D CK' WALL DETAILrl_"� 3/4 to = 1 p —opt � 20 DRAWN J.F.:, T. H. CHECKED T.H. DATA 7/27/00 SCALE O( 7r�i AS NOTED iu �J ; ` f II � II II II aria pprn p�rly phtr'n lhb�qptana. 1�19ae: ahs i7adlgna Th6sr 1 A2 I I I I 1 1 I I I 1 1 I I I I i I I I I I I - - _ I REM VE j� -VEN EER--B2ndK 2ND FLOOR, DEMOLITION P LwAN FL. ONLY 1/811 1,_0,r 160 I � � I I I I I f 1 I __------------------ LI_ I I I -------------------- -------------- - _.-_ -________ -_ - -- �- I i I � I I 1 I( I� { I I ' SII Ir I I I I -------- _______W_ _ F— II I ,I. I 1 I I! 1 I � l I �I fl I i I I I I �I I � — 1 i I i g" 1611 1, EXIST'p ROOF" DECK � 1 F If II I r, $LOT CMU' .'DRILL: INTO Ifr - 36k A.$0VE & THRU FLOOR qCK INiQ 1l BEAM $WWW EPQXY #4 I i DOWEL INTO, i= dlFl BEAM., LAG VERT #4 INTO -',SLOT EQ CMU WALLS PACK w/ GROUT I I I I' } W I' 4 > I I Ii i I 1 I I I! I Ik i I itI ---------------- I XISl'G FLOOR D CK' WALL DETAILrl_"� 3/4 to = 1 p —opt � 20 DRAWN J.F.:, T. H. CHECKED T.H. DATA 7/27/00 SCALE COPYRIGHT AS NOTED rNoA I��fltrlcfts Ai+CtdrrEar hara4yy feae(y.yy qe darilmun taw righlr:`'Copyrtygt'. 'gtHer ,gyp NO. " aria pprn p�rly phtr'n lhb�qptana. 1�19ae: ahs i7adlgna Th6sr 14eod, q•/iyaq pelt, plgllz, are nqk tq.bM re�rpolaCdJ, ./{art da, ar aaptpct .., any fdlm Qf to "SHE`ET Nb. ' 7anngr wryatsaq?vr, nar''yreto 9 . ef,l�yd pWt�l, wi{,hnl tf1sl.:'o6lp.ill+g `hV'Ox 1psss�} �WAtNef!! pp[rrrr��i�s{pn `turn 'Ih14R' fl'INRICll zo'llear, � ' '�N{-R717�N0(At ilCuIC1N5 OPI SCALL�'.'171MF_N51ON,f r " / E5 ANrll AIt,. UIMEENN5tON5 ,iJ�pCgNtr! .. ,� � c �r a aN [fry cps: kNp:.TFtls At gFF1� MUb"T H�, tJp71FtEp O(t AFI'Y•, Agt4f19t{.-F'ROt,( TNS �/(/r' /V/ .K1!MtwN5�JN5e"ANC) GgNAYTKiN$ 9f1lrWN p'(. 7FIfiSE, 9RAWfMCS I _ _29.'-10"_ (EXIST.) 1 „ , )) , 11 Al I I n 1 z &L 4 i SUITE 9 �� SUITE 10 413 S.F. i 413 S.F. it it I I !I l I I I I I 11 / I I I I I I I I I I I I .SUITE 8 �� SUITE 7 413 S.F. II 413 S.F. r•l Al r 1 1'7'-11f t (EXIST. 29'-2" (EXIST: -_ 29'-2 (EXIST. 29'-1 Y' E-xIST.�_ 13'— 4 77 —1 1 7 —.1 1 13 --- 4 71-11 7 —11 21 -- n Al 1 I 1 S.H. TYP. i Tl/ 13 I Al' I I I I I © NEW ELEV. II II SUITE 11 413 S.F. SUITE 6 413 S.F. SITE 12 SUITE 13 jj SUITE 14 41;3 S.F. 413 S.F. 413 S.F. I I I I I I I I I I I LI �I [!� 30x8 %c WIRE(TYP.) I �J If it I I I I I SUITE 5 SUITE 4 SUITE 3 411'3 S.F. 413 S.F. II 413 S.F. I I II EXIST, WALL MAY I -BE DELETEED FOR CHER SUITE M I I P20POSED 2ND FLOOR PLAN i /E�, = i )—o" (Po oce�c n �l vc� n �FE. -4 , FPTI O N co I r_ 9'-6 1 /2"± OFF! .� 3dx6 �HC 'I I EXIST. WALL i r OFF. © 3 _ ENLARGED SINGLE UNIT FL00FLOOR, PLAN - 1/4" = t'-0 (SURE t iHRU 14) SUITE 15 413 S.F. W. IDIOM F I I I I I I I I SUITE 2 �� SUITE 1 413 S.F. II 413 S.F. I I I I I I I H Ii UR OUT NEW 2nd II F � L. COL. ABV. 1 st . BRICK COL. (TYP.) FUR OUT EXIST. WALLS AS REQ'D. AFTER REMOVAL OF BRK. VENEER & FINISH OUT w/ GYP. BOARD (TYP.) co i RFIVIto�s: Its REVISED NSW LAYOUT F r - 'RE SrrDKCERIQR:>& ELkV2. TQ .A R CHANGED,; J1F. 4 Af TMI~NTS`, 1 GRAB BARS w/ SO IQ HANGED WAF'T'S BACK' E3Lk'G. 0 3S' HT. (TYR) � TO OFFICES S Q1 .. p0ivamm I 0 EXTEND EXIST.. yq;C. PARTY WALL ~i -,AS SHOWN ELEV. OFF. FUR OUT 4" FOR r -------- , il• C PLUMBING OIL V URN. CI 34x68FHC kNEW PARTITION m • SHADED) —6 11211± 1/2" 41_ 1" lAv EXIS r WALL FF' 30x8MC Q 9 6X9 w.C: I'' u LL �- \ 8'--7 41--11 EXIST. WALL FINIM RECEPTION 7#0 W. 5'-d' TURNING �r DIAMETER (TYP:)' 30x6 aNG " F.E. 2A- 108C EXIST: DBL. Ox68 FIRE --E , PLUMBING C. D,F. (TYP.) STACK. M ENLAR,GEQ FL00_P,,.,, PLAN - 1/4!p = 1'-0" (SUITE 15 & RESTI'RM'S.— 707 S.F.) 413 S.F. SINGLE UNIT (15 EACH) OR 826 S.F. DBL. UNIT (7 EACH) + 1 SINGLE TOTAL LEASE SPACE = 6195 S.F. T,H.. r•l Al r 1 1'7'-11f t (EXIST. 29'-2" (EXIST: -_ 29'-2 (EXIST. 29'-1 Y' E-xIST.�_ 13'— 4 77 —1 1 7 —.1 1 13 --- 4 71-11 7 —11 21 -- n Al 1 I 1 S.H. TYP. i Tl/ 13 I Al' I I I I I © NEW ELEV. II II SUITE 11 413 S.F. SUITE 6 413 S.F. SITE 12 SUITE 13 jj SUITE 14 41;3 S.F. 413 S.F. 413 S.F. I I I I I I I I I I I LI �I [!� 30x8 %c WIRE(TYP.) I �J If it I I I I I SUITE 5 SUITE 4 SUITE 3 411'3 S.F. 413 S.F. II 413 S.F. I I II EXIST, WALL MAY I -BE DELETEED FOR CHER SUITE M I I P20POSED 2ND FLOOR PLAN i /E�, = i )—o" (Po oce�c n �l vc� n �FE. -4 , FPTI O N co I r_ 9'-6 1 /2"± OFF! .� 3dx6 �HC 'I I EXIST. WALL i r OFF. © 3 _ ENLARGED SINGLE UNIT FL00FLOOR, PLAN - 1/4" = t'-0 (SURE t iHRU 14) SUITE 15 413 S.F. W. IDIOM F I I I I I I I I SUITE 2 �� SUITE 1 413 S.F. II 413 S.F. I I I I I I I H Ii UR OUT NEW 2nd II F � L. COL. ABV. 1 st . BRICK COL. (TYP.) FUR OUT EXIST. WALLS AS REQ'D. AFTER REMOVAL OF BRK. VENEER & FINISH OUT w/ GYP. BOARD (TYP.) co i RFIVIto�s: Its REVISED NSW LAYOUT F r - 'RE SrrDKCERIQR:>& ELkV2. TQ .A R CHANGED,; J1F. 4 Af TMI~NTS`, 1 GRAB BARS w/ SO IQ HANGED WAF'T'S BACK' E3Lk'G. 0 3S' HT. (TYR) � TO OFFICES S Q1 .. p0ivamm I 0 EXTEND EXIST.. yq;C. PARTY WALL ~i -,AS SHOWN ELEV. OFF. FUR OUT 4" FOR r -------- , il• C PLUMBING OIL V URN. CI 34x68FHC kNEW PARTITION m • SHADED) —6 11211± 1/2" 41_ 1" lAv EXIS r WALL FF' 30x8MC Q 9 6X9 w.C: I'' u LL �- \ 8'--7 41--11 EXIST. WALL FINIM RECEPTION 7#0 W. 5'-d' TURNING �r DIAMETER (TYP:)' 30x6 aNG " F.E. 2A- 108C EXIST: DBL. Ox68 FIRE --E , PLUMBING C. D,F. (TYP.) STACK. M ENLAR,GEQ FL00_P,,.,, PLAN - 1/4!p = 1'-0" (SUITE 15 & RESTI'RM'S.— 707 S.F.) 413 S.F. SINGLE UNIT (15 EACH) OR 826 S.F. DBL. UNIT (7 EACH) + 1 SINGLE TOTAL LEASE SPACE = 6195 S.F. FUER TABLE .4Q31. STANDARD. ,PLQM215G CODE BUSINESS OCCUPANCY 7820 GROSS S.F. / 100 791 PERSONS W.C. REQ'D. = 23 = 4 —0-3 WC. + 1 URINAL PROVIDED LAV. REQ'D. = 49 2 4 (PROVIDED DRINK. FOUNT. — 100 -- 1 -----+«-1 PROVIDED SERVICE SINK = 1 REQ'D. —'~-1 PROVIDED DRAWN J..F., T.H. T,H.. ^T 7/27/00 SCAB CC PY13,,101T AS NOTED. . THAWW HF�L.NRI(;kf AFFC1111tOT hnritp � ��� `N�!* ' arierva aWrtmgn Igyl r/9ht', a4PY,r(¢I'Ik 'anQotAgr pprgPrL y ,riyhl>f q .phew•, Fk, N idaast and.,!?rgiq r Th•rwf . Iaeab darign#, and:glgnr pre:; riot;tp CA-fbprodu •d.churl�tl�. ., .. SHEET NO..' ' or. .. gapiar}aa•, any, fgrm .. qr, mghnar w gp.aoaivr -na/ (r .. ih•y 6q by db 4 m�., Sa WFiy 1FIrd p4riY wipha t 4lrMt`.ahlaln7r � llthwrrt. •. •xpzml FIEINFkwAlICH�te '. p•rmta•ivn Tj1QR�AH,ChjIISQT'• VlRtrrE:N. pIl1EN91QNy ON 7FIESk SFQV F. RIi CEQEQN �yy� PRpc[ggNQ gvE.ri 5V& OIMEN$IQN3t A3 CppINTWTOR-.*fq"pQLi.yEERUPo . DIM0451GN5 Q MID_ froNSEE.QN'7il�" '11114 /V��CA41.: JGIV /Wp CVaHrAI dFl�FnQtFITF of 'QiMCN 51pNS AMp QNQrrIQN� SfIOWN fi/ 7MESE hRAWING9. r O � r/r 1_/0 �F 170U:R, SH .TS. AS -BUILT F oNT 1/spl= 111-Y, LE VAT I ON BERMUDA AWNING (TyP-) -,,-METAL ROOFING T, 4 il till "i*1 INRlk P ilt ii� I I 17TI 7-, 77,1 SLIMULATED 1 7 P �=7 7. 7t7 7117 - 7 2 /—BRICK ATFERN % JCCO TO MATCH XIST .7 BRICK WORK ALT SMOOTH 7-'- 7 II rh it adR O 77 7� iiX RE STUCCO TU �FIN�ISH 7. -.--7 F, -7 - 77, v, r �7 �2 L-7 :7 METAL Q 7 M:zm 14 h 'i WE L MOM- 0:19 li NEW WROUGHT 1RON COL. PK�. MIRROR IMAGE EXCEPT ST oP..O- S E D O N T ELEVATION 2'ndREAR FL.ELEVRENOVATION ONLY; 1st FLOORFOR TO STOREFRONT REMAIN AS 1FLOOR) IS) 1/8„= 1,—01> NEW MASONRY ELEVATOR 'SHAFT AND EQUIP ENCLOSURE Ff -EXISTING NEW 6' STL. RG. WALL PIPE COL. PR,, oP oS E DE Af' ELEVATION- 1/8 NEW 0' STL. PIPE COL. EXIST. STUCCO EXIST. EXIST. BRICK BRICK 4r, ff —f4 G It I L 1. L J ti is aA %. it 1, L!00i I I ji! I. .A PROVIDE OPN'G, POR NEW ELEV. DOOR , IL 'I GNT S I DE EL.E.VATION (1,EFT SIDE MIRROR JMAGej An Z. w 77'7� DRAWN T. DATt 7/2m7/00 COPYRIGHT -1 AS NOTED 10 lay REVISED'NEW LAYOUT J, F. .10/1 3/OQ REVISED EXTERIOR J.F. 12/18/00 RE-ASEQ, ADDED REAR COLUMNS T.H. 2 Z. 1 �ILQ- I REVISED WINDOWS 6/14/01 J.F. ADDED BERMUDA AWNINGS J,F, 05 01 PROVIDE OPN'G, POR NEW ELEV. DOOR , IL 'I GNT S I DE EL.E.VATION (1,EFT SIDE MIRROR JMAGej An Z. w 77'7� DRAWN T. DATt 7/2m7/00 COPYRIGHT -1 AS NOTED 'r P 19 R H FJ N Rj C H S AR C Il I I T EU T JOB NO. I I 11� to I I r10A It, 9G�ol ” " lt� IIvyr r rypbd' h) n1l 0 *111.15 0 n a c r 6 9"." "1 3 z"(1: ! c b 'I nqd. 'SHE & orlF.y id pe p. dgn�cl in yuy 1111rdw trthg 4� aV Hd f I tt 9 n rrbh tKpj' xWiO, a 91NRIcHs 6RcH140F1OT ZE, tIZE 111I III, . N, r OVER A. 4 c T l, 11 11111 51, L m p Be 1, 15 Xllslr� go, R ALL T 4 ENT10 N 7 ' 14% wt,_� 17ONS ON T IE 4rZ,%450 OTMED pF =i 05 THE ' I 014=10NS, AND CONOM(As 2 6w 13Y THESE QF�AWINCM 0 F6;E;T!) FIyE:§H , 2ND FLOOR, CORR, I DOR HVAC PLAN 1/8 IF _ 1, _orf 2ND FL. CORRIDO ELECT, LEGEND I. �..� FLUORESCENT LIGHT FIXTURE -ey- INCAND. L.T. FIXT. I-0 EXIT LIGHT FIXTURE. 41:Ll" EMERGENCY LIGHT FIXTURE. P.C. PULL CHAIN F'I'CEPTACLE s L'I. SWITCH -WAY LT. SWITCH G.F I GROUND FAULT INTERRUPTED D, DISCONNECT q JUNCTION BOX. II II II II II I ELECT. I I PNL. ELECT. PNL. ELECT. I I II ELECT. PNL. ELECT. rJ -, PNL. II II L— DOUBLE EXTERIOR OFFICE SUITE- ELECTR I CAL PLAN- 1/8 19= ,._a,. f2ESTRM'S LIGHTING / EXTERIOR fZESTROOM'S ELECTRICAL PLAN CL'G. PLAN 24" x24" SUSP'D ACOUST. TILE GRID 6 8'-O" A.F.F. (TYP.) I I I► I I I I - I r - I A I i 11 I II I I--• �1 A A - { Irl I I I I I I I 1 1 I I I L I I I I► I I— I T -t- .� �_ .T A - I I I I I I ► I EI�GT{ jr- I I ► I P. I III u 1 I IIi A 1 I L, rJ �� II 1 I II d I L T' -4 J I I C C IL' III J L'— _ , ' DO.. U96. -- EXTERIOR HOUSE PANEL HVAC LEGEND a opf& � to 24"x24" Ct,G. DIFF. (CD) w/ Lip "oMANUAL ADJ. DAMPER Z 24" x24' RET. AIR GRILLE (RA) w/ FILTERI R;A. I rm Q T THERMOSTAT I I EF EXH. FAN HVAC SCHEDULE RTU -1 : CARRIER #50ZHO24 (OR EQ.) 2 --TON ROOFTOP HEAT PUMP A/C, 3 K.W. HEAT STRIP, 850 CFM RTU -2 • C;ARRIER #50ZH036 (OR EQ.) 3—TON ROOFTOP HEAT PUMP A/C; 3 K.W. HEAT STRIP, 1300 CFM RTU -3 : CARRIER #50ZH048 (OR EQ.) 4—TON ROOFTOP HEAT PUMP A/C; 3 K.W. HEAT STRIP, 1700 CFM OFF ICE SUITE LIGHTING / CL.'G. PLAN i 16P = i, - o» SINGLE UNIT HVAC PLAN FIXTURE SUPPLY & WASTE. FIXTURE G.W. CD. I I Z285 I 2" cFm 3/8" — I' I . i cD -- I II I 214 cFM, 1 /2" II T CD IL I I I I HOa.NkINRICH� AN�HITE�'�;:� Irrgpy.,rrrOf'vrP l4t1 pgfnrn{,1ft Orf r�h0 cnpyyH9hp ottljY � +i � i�iQa.;,'' ' CFM I II I II k .., r • II r-� L�, CD Cl)td'm f� T N sH.r Q � rJ410400 . CFM nannir•Ir gf..,di,v�r nop'gfR hip . l0 4�`aWrlpn d td any ' CFM I I n II �R -..IL— tiAl+F.�PpRI�C�kNri6NG� S7`/&R `.. C01JTW.f"r,,,A Ss �.t.V�,tFV „^NR' EXTERIO SINGLE UNIT HVAC PLAN FIXTURE SUPPLY & WASTE. FIXTURE G.W. H. W. WASTE LAVATORY (LAV) 31T .3/8" 2" WTR. CLOSET (W.C.) 3/8" — I' DRINK. FOUNT, (D.F.) 1/2" -- 2" MOP SINK 1 /2" 1/2" 2" ALK tQT t HOa.NkINRICH� AN�HITE�'�;:� Irrgpy.,rrrOf'vrP l4t1 pgfnrn{,1ft Orf r�h0 cnpyyH9hp ottljY .TE. 15 ff RFSTR,M's.-' IGHITING / CL'G. PLAN1/8.11= lf-dl Z�s xJjj CFM TO OD CFM DOUBLE UNIT HVAC PLAN 1150= it -of) .r ► 1 .�'1 12 12" I .r' ► 12" 1 EXIST. VTR `��3" 1 ► ► (FIELD VERIFY) 3" .' �� 12" 1 i , WALL I ��J► 1 LAV ► C.O. W.C. 3"1 URN. 4» I 2" I I I {♦ 1 " 12" 1 I 1 ►� W.C. 1 LAV , 1 1 UiW.C. 12" 1 \ OL �. MOP 12�' r SINK. I D.F,{ I wAI.L SAN. RISER. DIAGRAM N.T.S. CONNECTION 5HLLF D.F. OF SAN. MOUNTED WTR. HTR. PLUMBING PLAN J.F,,:; TM, aFi�CfcE;D TH IaA��• 0 ?YRIGHT,';4S ALK tQT t HOa.NkINRICH� AN�HITE�'�;:� Irrgpy.,rrrOf'vrP l4t1 pgfnrn{,1ft Orf r�h0 cnpyyH9hp ottljY � +i � i�iQa.;,'' ' and vgpr y,rfphlidfrl,Ihr.• plvnr, grq�,gnd drdgn4 Thy��^-; drpr: drsignr tlntl plpnt qf1 k .., r • � Iot f 4�br r/prndu,ryd ah ngrd s r coPlM} !r!, dPY foCmq'nf f� T N sH.r Q � r } . nannir•Ir gf..,di,v�r nop'gfR hip . l0 4�`aWrlpn d td any ' hrdeaity W14hgg1 � olnp hi.y1. rrrr iIH .n Tlrr�lalry prrmp on ram' H Ii HC"RI C`HS,.ARINf1RgT n , VIM @PY.."IMEN8sONS'.ONI{AI.L .TNE56 ORAWINOS S tiAl+F.�PpRI�C�kNri6NG� S7`/&R `.. C01JTW.f"r,,,A Ss �.t.V�,tFV „^NR' .. BFi RCSPCMI514kC' f`Dli. �U, ANP . DIMENSI0", CONS ITONS 0ul EHE JOO, O•TFUg OFFlC U3S"BfNCfI'IF1E0QF ". . ANY' Y�tAT101� FRgM%TNE . OIMEN81000000Nij ANR.. GONCll1pN5 SIipOWWN . 9'r' .TH51509RA21%,. Fta C„J R , !�HFF-Ts u AU9 3 2001 City Of Ationtl@ B@ddN 1I1111'i tin; `�Tfiirig 60 Oceekn t5fVd NCH01i T NGINEERINC, I T,'/ CONSTRUCTIJ OF SITE tMPROVEMENTS ATLANTIC BEACH BY: Ds�EPARED BY —C— 10-- G) CONSULTING ENGINEERS 4000--t1 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA (904-388-1259) 3>`'05 0 RESIDENTIAL, COMMERCIAIL AND INDUS'I'RIAL Sl TE DESIGN LAND PLANNING AND ENVIRONMENTAL PERMtTTING WATER SND SEWAGE TREATMENT' DESIGN' INDEX OF DRAWINGS SHEET GENERAL DESCRIPTION 1 COVER SHEET 2 MAPS AND NOTES 3 SURVEY SHEET 4 SITE PAVING AND GEOMETRY PLAN �Y 5 GRADING AND DRAINAGE PLAN 6 WATER AND SEWER PLAN 7 MAINTENANCE OF TRAFFIC PLAN 8 PAVING AND DRAINAGE DETAILS L1 TREE REMOVAL PLAN L2 PLANTING PLAN 1-3 IRRIGATION DETAILS MAPS: I111)VEN covE� COVE;: n r�nulEnWr1[rd is WY T con R "D an An Con WrrUne IA C; SEC (0 4) I j1 FAM on r nn Nn r inua IA to 41 CI All0IA OQIAE )N Cr \ .l/Cr MCI D on VICINITY MAP ZONE C r11, MAPS AND NOTES SHEET DESIGNED BY: PROJECT NO DRAWING: p`\ . ,J I� . B . C:\DWG\SITE\SITE2\>=ORJErMN DRAWN BY: DRAWING DESIGNATION. R.J.B. w w C:\DWG\SITE\SITE2 -1 O MN CHECKED BY. SCALE: R.J.B. AS NOTED A 3E 1.910 aUr I/ i ROBERT EDGAR EDGAR ZONE X _-__.___9� �4 JACK Q A)111111 A Il..nll • _ ���llflNF 11 ' --SA 01A Ar-- MBEFij. [ _ CONI T< rT o W� • FOR ES 1p6TFI _ �'�--- _ z n on S - 3,r1 R. _ r ZONE x ^ - r r0G'`i � _ �� m �`- Cr�e y c FEMA FLOOD INSURANCE RATE MAP PANEL No: 120075 0001 D SCALE: 1" = 500' na awate uavSal ► s �- - 4 1 . mak i = a 1` °• _Ir `• - �v - frailer Park 7 --- f �1•.• • . 1,.. - 4 -� �L' - _" - l •,•`�F`i� � .,. �:3, E• :;S,' :ours*-ULM+1 •�•• - ''Chit. A r Ntirina y luk Pine • _— -�-..� 4�i �"• ..M.. �t--�_--------^d e - Island ; � Y,.t• 1 a� �►�ss`•" ` •r,,. ��. - ,� tip• � 4�. wy • •''Donner i1C! zz _ •ate :.� �; r ..Ir �• rT ~tib ^'Afi;iA ;_c7 �1 •+ �A i E74V ch -fes = =_� - --_ T , ,;, .. _ ;. �, • :'_: �� MAYP0RT, FLA. i! SG S CSU AD R AN vL-E MAP SCALE: 1 = 2,000' LJill SGS SOIL SURVEY MAP D U V A L__._ COUNTY PANEL N0: 52 SCALE: 3" = 5,000' r.. 1 GEN ER A� NOTES: 1.) BOUNDARY',TOPOGRAPHIC AND LOCATE INFORMATION INDICATED CN THESE DRAWINGS ARE SHOWN PER A MAP PREPARED DURDEN LAND SUR IEOR a INC. 1103 SOUTH 3RD STREET uACKSONVILLE BEAC H, FLORIDA 32250 (904 249-7261 DATED 6-7-2000 2.) PRIOR TO COMMENCEMENT OF CLEARING AND CONSTRUCTION THE CONTRACTOR SHALL INSTALL TREE BARRICADES AS INDICATED ON SHEET 3 OF 6. ALL- TREES INDICATED TO BE PRESERVED SHALL BE PROTECTED AND REMAIN JNDI`JTURBEE, DAMAGES TO PROTECTED TREES RESULTING FROM THE CONTRACTGR'S FAiLURE TO COMPLY WITH THIS REQUIREMENT SHALL BE MITIGATED TO THE SA ISr"Arrl'GN OF AUTHORITIES WITH JURISDICTION AT THE CONTRACTOR'S EXPENSE. 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL SEIGIMENT LADEN RUNOFF RESULTING FROM STORM EVENTS D�JRING THE CONSTRUC_`IC,N EFFORT. A SILT FENCE SHALL BE INSTAL! ED AS INDICATED ON SHEET 4 Or 6 PRIOR TO THE COMMENCEMENT OF CLEARING AND CONSTRUCTION. STABIILIZATION AND REESTABLISHMENT OF VEGETATION AT DISTURBED AREAS SHALL sE ACCOMPLISHED AS SOON AS POSSIBLE TO PREVENT TRANSPORT -IF S!LTA-IJN TO OFFSITE AREAS. 4.) EXISTING UTILITIES INDICATED ON SHEET 5 OF 6 ARE SHOWN PER THE BF-c-,- RECORDS F_S;RECORDS ATTAINABLE. PRIOR TO COMMENCEMENT OF AN'r CONSTRUCTION CONTRACTOR SHA.!_ VERIFY LCCATION OF ALL SURFACE- AND SUBSURFACE JT'L.ITiES IT IS THE RESPONSIB!"TY OF 'HE: CONTRACTOR TCI L,GCATE, AVOI��• AND PR�Ii"ECT A,L� UTILITIES. DAMAGES r0 EXIST'N'_ UTILITIES RL _)LTING FF'OM THE CCNTrPAC`T,OR''S FAILURE TO CGMPL r WITH THIS RECUIREMENT SHALL BE REPAIRED TO THE UTILITY OWNER'S SATISFACTION AT THE CONTRAI `'_P'S EXPENSE SHI-!Ui_ D CONFLICT OCCUR BETWEEN EXISTING AND NEW UT!LI ;IES THE CON CRA\ TOFF SIA ;_ CEASE WORK AND NOTIFY THE ENGINEER FOR RE"SOL�7', 'N. AL 904W 9 5.) DIMENSIONING AND RADII REFER TC FACE OF CURB. EL EVA.TiCNS S--i`.*N THU'a 1 Q REFER TC'' FINISHED PA vE MEN7 L- 6,) THE ENTRIE PRCJECT SITE -IES iN FLOOD ZONE "X" ,SEE CCP,^MOND P)/.A,EL NO.: 120075 0001 D) SEE MAP THIS SHEET. CONSTRUCTION PLANS OF SITE IMPROVEMENTS FOR WEST PLAZA AT 'NEST PLAZA & MAYPORT ROAD JACKSONVILLE, FLORIDA NO I DATE REVISION Z z 0 d 0 w ul w J Li 0 PROFESSIONAL ENGINEER: 0• C- DATE: RONALD J. BONGIOVANNI BY FL. REG. NO: 24255 SHEET 2 OF 6 MAPS AND NOTES SHEET DESIGNED BY: PROJECT NO DRAWING: p`\ . ,J I� . B . C:\DWG\SITE\SITE2\>=ORJErMN DRAWN BY: DRAWING DESIGNATION. R.J.B. C:\DWG\SITE\SITE2 MN CHECKED BY. SCALE: R.J.B. AS NOTED PROFESSIONAL ENGINEER: 0• C- DATE: RONALD J. BONGIOVANNI BY FL. REG. NO: 24255 SHEET 2 OF 6 I > I r O �I .tel -OAd..9 Co r- 00 0D u - ZZ N r7WrnZ ppa+ - W a- wry n- 00 7>3 2 a Z Z o WZ"NZ cna--� Ln r--- 3 z L, NOTE: THE APPROXIMA STUB -OUT AND SHOWN ON THE: BY THE SURVEY RESPONSIBLE F( OF EXISTING WA GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. ')00 An' 6'CNl►A CC►ALJ Tn CCLA1..1 /r(1' 01('HT-(1P_-WAY) a"avr CONNECT INTO EXISTING w Q Z 0 It C9 ma aw U Q Z U � F^- aU) 0 ui wx m ml `N kIN kDDLE � � 6' CHAIN LINK FENCE LEGEND: SYMBOLS AND ABBREVIATIONS UNLESS OTHERWISE NOTED < 254.80' 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) w DENOTES 1/2" IRON PIPE SET (LB 6645) a DENOTES PIN OR NAIL AND DISK SET (PLS 1674) DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) Lo NOTE: A REPORT OF GEOTECHNICAL EXPLORATION HIAS Q NOT OPEN) [D DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") ( BEEN PERPARED BY ATLANTIC GEOTECHNICAL AND z a El DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ENVIRONMENTAL SERVICES DATED APRIL 27, 2001 0 0 ( F O R M E R L Y W E S T P L A Z A) ® DENOTES " x "cur FOUND AND AVAILABLE AT THE ENGINEEER'S OFFICE. Lj_ ALL PAVEMENT CONSTRUCTION SHALL STRICKLY ORV DENOTES OFFICIAL RECORDS VOLUME CONFORM TO THE RECOMMENDATIONS IN THIS REPOFRT. q DENOTES CENTERLINE R/W DENOTES RIGHT--OF-WAY F ID DENOTES IDENTIFICATION TE' PA VING AN® GEOME�f Y PLANDENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE O K DENOTES OAK TREE GRAPHIC SCALE R DENOTES BAY TREE a 0 PM DENOTES PALM TREE U- 20 0 10 20 40 w WO DENOTES WATER OAKEl 60 TW DENOTES TWIN a CLSTR DENOTES CLUSTER 1�J ( IN FEET NOTES: rz 1 inch 20 ft. 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND . SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 000f D. CONSTRUCTION PLANS DESIGNED BY: PROJECT Na DRAWING: ANCHOR OF ZL R.J.B. HADSP2 riv' INCz SITE IMPROVEMENTS DRAWN BY: FIELD BOOK Np ; PAGE(S) JINC. FOR Q mw LAND WEST, PLAZA � CHECKED BY: SCALE: �� rNG CIVIL EL1 w ' w AT p R.J.B. 1 -- 20 WEST PLAZA .,!.@ MAYPORT ROAQ Q o. C. DATE: 4000-11 ST'. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388- ►259 p c p PROFESSIONAL NGINEER: ATLANTIC.,,PEACH f LQf R I' A NA DATE REVISION 8Y RONALD J. BO IOVANNI R.J.B. T SkiEET 4 OF 8 r O u - ZZ ppa+ - W a- 00 zr• WZ"NZ (nom :rW d O Q o Z 0 CL LJ Q N °�' w V0a-0 Uaj to IIm 7�Z 0 Z GJ Cc 1 zW V 1 EL V) E2 a- �a u a"avr CONNECT INTO EXISTING w Q Z 0 It C9 ma aw U Q Z U � F^- aU) 0 ui wx m ml `N kIN kDDLE � � 6' CHAIN LINK FENCE LEGEND: SYMBOLS AND ABBREVIATIONS UNLESS OTHERWISE NOTED < 254.80' 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) w DENOTES 1/2" IRON PIPE SET (LB 6645) a DENOTES PIN OR NAIL AND DISK SET (PLS 1674) DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) Lo NOTE: A REPORT OF GEOTECHNICAL EXPLORATION HIAS Q NOT OPEN) [D DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") ( BEEN PERPARED BY ATLANTIC GEOTECHNICAL AND z a El DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ENVIRONMENTAL SERVICES DATED APRIL 27, 2001 0 0 ( F O R M E R L Y W E S T P L A Z A) ® DENOTES " x "cur FOUND AND AVAILABLE AT THE ENGINEEER'S OFFICE. Lj_ ALL PAVEMENT CONSTRUCTION SHALL STRICKLY ORV DENOTES OFFICIAL RECORDS VOLUME CONFORM TO THE RECOMMENDATIONS IN THIS REPOFRT. q DENOTES CENTERLINE R/W DENOTES RIGHT--OF-WAY F ID DENOTES IDENTIFICATION TE' PA VING AN® GEOME�f Y PLANDENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE O K DENOTES OAK TREE GRAPHIC SCALE R DENOTES BAY TREE a 0 PM DENOTES PALM TREE U- 20 0 10 20 40 w WO DENOTES WATER OAKEl 60 TW DENOTES TWIN a CLSTR DENOTES CLUSTER 1�J ( IN FEET NOTES: rz 1 inch 20 ft. 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND . SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 000f D. CONSTRUCTION PLANS DESIGNED BY: PROJECT Na DRAWING: ANCHOR OF ZL R.J.B. HADSP2 riv' INCz SITE IMPROVEMENTS DRAWN BY: FIELD BOOK Np ; PAGE(S) JINC. FOR Q mw LAND WEST, PLAZA � CHECKED BY: SCALE: �� rNG CIVIL EL1 w ' w AT p R.J.B. 1 -- 20 WEST PLAZA .,!.@ MAYPORT ROAQ Q o. C. DATE: 4000-11 ST'. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388- ►259 p c p PROFESSIONAL NGINEER: ATLANTIC.,,PEACH f LQf R I' A NA DATE REVISION 8Y RONALD J. BO IOVANNI R.J.B. T SkiEET 4 OF 8 A. ----- rem EXIST. 8' PVC , SANITARY SEWER r6�. y �� A S P H A L T P A V E IN E N T 0- '<4 ' r r CONNECT NEW 15" �tJ - T T T - INSTALL 135 LF 1.5' - - �" - - - FtJ 3 co z w w �t z• ,� ADS -N12 STORM o ADS -N12 STORM rn o- r: J 2t tJ rz SEWER 0.209; w�' o a 0• PIPE INTO EXIST. e. r� m Q FtJ TYPE "C" INLET �rJ EpGE OF PAVEMENT 0. w LOTS 1 THROUGH 5, BLOCK 46 TOGETHER WITH LOTS 1 THROUGH 5, BLOCK 47 ii o o N a a 11 rp - 12 � - - - - - - - T - - - - T - - - -- - -may r EXCEPT THAT PART OF SAID LOTS LYING WITHIN THE RIGHT-OF-WAY OF MAYPORT ROAD z N z � ` Sw 9 �� r�tJ TOP H BANK EXIST. ROAD SIDE SWALE 12 zJ ATLANTIC BEACH SECTION "H" AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE PUBLIC RECORDS OF z a w o o wa 3 r9 Iy �tJ 0 ttJ s� DUVAL COUNTY, FLORIDA N 0 0 8 a _ 1-. a - - 72 - r�tJ A �if z ; o ��-vacs�� �� r`,���I I �. rl. - S. R/W LINE WEST PLAZA z \ Da z w s' r REGRADE 500 LF(+--) OF w N � a•r9� met 9`� EXISTING SOUTH ROAD SIDE \ Oa 00 w� 1 Cxze rJ EXISTING TYPE "C" INLET CONSTRUCT SWALE OVER SWALE FROM NEW INLET TO rn F.. � w CL a w Z �x GRATE ELEV. = 11.00 15" ADS -N12 STORM I EXIST. CATCH BASIN AT r Q� \ � INV. 15" S. W- = 8.50 SEWER PIPE ®0.20%; I �.t 6`ac' r�,� r'! rp, L INV. 15" E. = 8.55 �1 �J ORCHID STREET ®0.20% t g inl_ _----- w _ _J -- - _--- _--��!1---- _ _ _ --,-�J __ -- _ _ -- _ -Y - - - ---- - - - - - - --- ti. -- -1 3g r r, r� r W E S T r P L A Z A INSTALL TYPE "C" INLET 6 t 8"'PVC A S 299-49' FROM SSMH TO SSMH _ _ rAe S 0 �-----...w..-_......._-------...---------�-- � _ M _ u,._......-..�...._..._._.._....�.,._•---_ ��_ r _ - _ _ - � ,_....._..--_._.......-...-_...._...._... T�---� �� --��- �� _ - -c' - .. u,`�tJ FINISHED GRATE ELEV. = 11.50 ( �J r0 �*L� ��J INSTALL 150 LF - 15" J tJ tJ INSTALL 285 LF - 15" SIN INSTALL HAY r��, - �J (50' RIGHT aF- WAY) ���, INV. 12" S.W. = 9.94 �ClJ 8rlJ Q ADS -N12 STORM rS A rs rp ADS -N12 STORM BALES IN r+l INSTALL HAY c', INV, 15" W. = 9.69 � �Q• 6"' �'' {' SEWER ®0.20% r0 SWALE r0 J r9 BALES AT J CONSTRUCT "V BOTTOM v S SEWER 0 0.20% c' w �+ c't �t �' el• 6 r6p SWALE W/4: 1 SIDE SLOPES z 4 w �� r�-� - - -EDGE OF PAVEMENT - - - - - - - - - - r�� IOP BAf1tS EKI - - - - - - - - _ rod _ EDGE a2 PAVEMENT(TYP) J� - - - _ _ _ r L.�_ - � 12 - - - � ��- - ��`J r�. 254.80 INLET rel �0 A r ®1.09; a � � J tJ rD OrlJ e J r . �J �`tJ 12.0 rho J 12. r ` ~ 112- �tJ o ��9 z �J J t • e ,, 9 z ` 12 _ _ _ ! 12 12✓ - 12 J ._ - - r ``J 1 r. wr .. rn r..s .w rc S-�$ `J 12-0 12.0 ��t x v p z s�`' 61p S. R/W LINE WEST PLAZA as r. - r0• r9• o -w"�X X° -X ---X J ^- -- -� 12.50 12.30 12.50 F'tJ c'�J FOUND 5/8 11 5 `" /1- 0 a w z w� za LO �� �.- ri 0 ¢x 0 �UM�(Cc 47wpr �' REBAR 1 / ee r r 12.0 -INSTALL 20 LF 12 12'5 J <S 1'� �t °Q �' w INSTALL TYPE "C" INLET NO ID (,-Q. z�J 12.5 S? / ADS -N12 STORM 11.5 �`t �t CONSTRUCT SWALE OVER °^° °^' z A L . 1 .11.3 15" ADS -N12 STORM A CONSTRUCT SWALE OVER12 J / ■ r = 4i > > : INV. 15" E. & W. = 9.12 15" ADS -N12 STORM A tJ -� 12.20 10.5 ■ SEWER PIPE ®0.209 a z z o SEWER PIPE 0 0.20% CONSTRUCT "V" BOTTOM T 12.30 � 9.5 <no-- 13.00 12.30 0 w 1- z C2 SWALE W/4.1 SIDE SLOPES 12.50 LO E ST.%; MEANDER TREES TO REMAINND , 1 / 1 S 8 7.5 ^1 �- - -- SOD DISTURBED AREAS t = r I I I a I INSTALL MOD. TYPE "C" INLET - 6-5 a[� ks � r8 J } m Q �� p� w I STRUCTURE DRAINAGE I II FINISHE GRATE ELEV. = 1 .00 t d AREA DIVIDE LINE(TYP) a - 5,5 I c't J I- J INV. 12" N.W. = 10.00 CONSTRUCT BERM a ► w 1.3 (SEE PLAN) z I SMS RESERVOIR DRAINAGE I / r I (SEE DETAIL SHT. _ OF �) 4.5 I II a- 2' TYP U w I o AREA DIVIDE LINE(TYP) - CO M 1 z I I 3 5 I ( ) � �, � � � � I I I U w I `� rD�d 0.12 ACS. 1 / 71 ¢ I I CONSTRUCT STORM WATER I I III 0 CL I I I MANAGEMENT RESERVOIR I III a 31- a Z I I = TOS 1 I. WITH 4:1 SIDE SLOPES N I v 12•Q STOP BERM = 12.0 GRADE 0 WALL = 12.0 ppb _ cri I 1 (SEE DATA BELOW) x� I II I z a AGE G� O I ettJ "' 11.4 / Cl - SIN I INSTALL PRECAST S-6 INSTALL TYPE CI 15" M.E.S.; INV. -+* SMS RESERVOIR DRAINAGE I't-' U FINISHED GRATE ELEV. 11.00 -----DOWN 1 / z I I 15" S. = 7.31 �+r II I III AREA DIVIDE LINE(TYP) 11.0 SL r r r r r r r r r r r r r EXIST/INV. 12" S. = 9.00 o_r/SPOUT I r r rGROUND 13.0.` r i r r r r r r r r i r Ii I N 0. _ /�----EXISTING GRADEN T / 1 �-•�Qf -- rt '' I I ll I LLI O SECTION B- B Qv�l� / CONSTRUCT "V' BOTTOM � a � I SCALE: 1" = 4' HORIZONTAL 1" = 1' VERTICAL 3"-1„ d iD STEEL GRATE SEAT SOT INSTALL MODIFIED : TYPE "C" INLET 1" DIA. F. 12" ADS -N12 AS CONTROL HOLE STORM SEWER STRUTURE FOR SMS RESERVOIR SLOT STEEL GRATE SEAT I23=11\l STEEL GRATE (NOT TRAFFIC GRATA E�ELEV._=-12�T BEARING) / INSTALL STEEL TRASH SKIMMER TO PREVENT CLOGGING OF 1' HOLE CREST ELEV. 6" SLOTS = 11.50 - FL 4" PVC = 11.20 12" ' ADS STORM INV. 12" & FL r� PIPE - - 1" HOLE = 10.00 • = °' ; 4 FILL BOTTOM OF CONTROL 6 STRUCTURE WITH GROUT-- . ♦ ° • 4 BOTTOM = 9;0�• + • ° ° ° c � 2' * 2' * 4" TK. CONC. SPILL PAD S. ROADSIDE 12.50 \ / SWALE W/4:1 SIDE SLOPES I . 12.10 SWALE 0 0.59; MEANDER AROUND -J EXIST. TREES TO REMAIN I �' �• '"� "7 A NOTE: EXIST. SOUTH ROAD rte. 1 I SIDE SWALE SHALL BE rS•ttJ CONNECT DOWN SPOUT INSTALL 50 LF ti 15" ADS - SIDE / REGRADED TO MATCH PRE ttJ ' INTO STORM SEWER W/ 1 N12 STORM SEWER 0 0.20% / 6" ADS --N12 MATCHING 1200 1 0.52 ACS, INSTALL STORM MANHOLE / CONSTRUCTION CROSS- INSTALL 130 LF - rn PIPE AND FITTINGS(TYP) TO 5-4 I FINISHED TOP = 12.30(+-) / SECTION FOLLOWING 12" ADS -N12 STORM tJ I I 12.10 I INV. 12" S. = 7.71 11.0, V r 12" COVER(MINIMUM) INSTALLATION OF STORM ' SEWER 0 0.30% I INV. 15" W.& N. = 7.46 SEWERr INSTALL 135 1. LF - 15 ADS N12 STORM SEWER 0 0.50% B ©t, B I FORM SWALE IN ASPHALT PAVEMENT OVER STORM SEWER - C� p I 1 I 0 d4 �.. ..... I I 12.3 'n C\2 1 11 3 I INSTALL TYPE "C" INLET 0 1 FINISHED GRATE ELEV. = 11.70 I CONSTRUCT BERM; w- <<J N I INV. 15" E. = 8.12 TOP ELEV. 12.0 a ` I (SEE SECTION B -B) -� 0.13 ACScv . \ TO S--2 I 13.00 I�1777 -777-7-77 77777-777 7- 13.a CONSTRUCT "V" BOTTOM N I N777/ 777 SWALE W/4:1 SIDE SLOPES I nI / S E C TI OJ V A- A 0 0.5%; MEANDER AROUND 0( a EXIST. TREES TO REMAIN \ � �,,� � NEW 13,400 S F SCALE: 1" = 4' HORIZONTAL INSTALL SILT FENCE AROUND � 1 1" 1' VERTICAL ENTIRE PROJECT 51TE SILT COMMERCIAL BLDG / 12" INSTALL 4" PVC PIPE "/12" TURN DOWN. CAP END & DRILLL A 3.5" HOLE IIN CENTER OF CAP FITTING CAP 12 I � INSTALL STE=EL TRASH SKIMIMER TO PREVENT(" CLOGGING 0)F 12" 1" HOLE. OPEN I AT BOTTOM ONLY SECTION a 2' * 2' * 4" TK. CONC. SPILL PAD SMS RESERVOIR CONTROL STRUCTURE DETAILS SCALE: 1" = 2' HORIZONTAL 1" = 2' VERTICAL IN 1 CH4R ANCHOR EN Gf EERIN... INC rNEERING ENGINEERS - PLANNERS EN VIRONMENTA L PERMITS "S NC. 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 PHONE:(9(04)388"1259 FAX. -(904)388-0404 EMAIL:anchrengepaoLcom �a �c�i� I�IvcC FENCE SHALL BE INSTALLED r, 'L,__'_"_"_..C�''r'""'"'----_- „"r''�"'-- ""-- - - - --- CONTINUOUS - IT IS SHOWN AS t�J I I / `J FINISHED FLOOR DOWN / A BROKEN LINE ON THIS DWG. / STRUCTURE DRAINAGEZ SPOUT / FOR CLARITY OF OTHER INFO. / AREA DIVIDE LINE(TYP) ELEV. / v • 1 J• x(� 0I (T'I'P) zzzzz/ M / zzzzz J N 10.8 - a "-� - - - --- -- ^..•-- INSTALL TYPE "C" INLET r � .� � � � � I 7'r A - �' ®Qa ""' � "' m } .." ` FINISHED GRATE ELEV. = 10-75 N���L INV. 12" N.& E. = 8.61 L y 12 12=--•-- 12.50 JxI 01 II 1 o I I� lol III Z; 1 ISI III Q o3 III CL H a o r,- , H 0 II,}rp. a 0 2 X o¢ 0 12.5a I 1111 0 z Y M Sµ5 III 0 0 12.50 1 < - -- - - CONSTRUCT "RIGHT 1 I TURN ONLY" DRIVEWAY 1 0' 12.50 I I PER FDOT PERMIT NO.: I 12.0 z I aI 1 1 II i N N ca :) I I I 3? 0z I 1 v, Ww� a CONSTRUCT "V" BOTTOM I N G 11 I II SWALE W/4:1 SIDE SLOPES N N � I I I I ® 0.8%; MEANDER AROUND _ I z j II 1 EXIST. TREES TO REMAIN N 0 LL LL 0 --INSTALL SILT FENCE. AROUND 0O I 1 I ( III ENTIRE PROJECT SITE. SILT FENCE SHALL BE INSTALLED / i I III CONTINUOUS - IT IS SHOWN AS A BROKEN LINE ON THIS DWG - 6,1' 1 WG.r,,,1 III FOR CLARITY OF OTHER INFO. tJ re' FND 5/8" CONSTRUCT "v" BOTTOM 6' CHAIN LINK FENCE �J 254.80 r1p• 0 r' r9e, 0 tJ REBAR SWALE W/4:1. SIDE SLOPES M.W.Z. �� `�J L �� ti NO ID 0 0.470. MEANDER AROUND ('& EXIST. TREES TO REMAIN-r,INSTALL .• �j DATE: TYPE "C" INLET �p r p 01) obteJ ry. FINISHED GRATE ELEV. = 11.50 K, z tJ 12.6 INV. 12" W.& N. = 7.95 a GROUND a_ DIN AND DRAINAGE PLAN 6 >� 76. 6. nvGRA ' " ' p25YR 24NRnt1.76(NOD- RA�.f` -i•-� -"r-' '�^T r d GRAPHIC; SCALE v6YR xuur.ti.es(uOD. RAL) v2YR 24W-t1.6X$CS UNIn 10 o ONX . tD.oq = r 20 D 10 20 40 80 LEGEND: SYMBOLS AND ABBREVIATIONS UNLESS OTHERWISE NOTED 14rr PROJECT NO M.W.Z. WESTPLAZA r FILE DESIGNATION: M.W.Z. ; CHECKED BY: SCALE: 14 1" 20' �j DATE: R.J B. EXISING �' BANK ELEV. 12.6 GROUND �._ 12 ' " ' p25YR 24NRnt1.76(NOD- RA�.f` -i•-� -"r-' '�^T r r v6YR xuur.ti.es(uOD. RAL) v2YR 24W-t1.6X$CS UNIn 10 o ONX . tD.oq = r 10 PROPOSED CRA , 4 4 A RRLSSERVaR -.3.5 SECTION A --A THRU SMS RESERVOIR SCALE: 1" = 20' HORIZONTAL 1" = 4' VERTICAL CONSTRUCTION PLANS OF SITE IMPROVEMENTS FOR WEST PLAZA AT WEST PLAZA @ MAYPORT ROAD ATLANTIC BEACH, FLORIDA n NA I DATE IN FIEET DRAINAGE DESIGN DATA: 1 inch = 20 ft. DRAINAGE AREA TO SMS RESERVOIR = 1..19 ACRES PREDEVELOPMENT "C" = 0-30(WOODS IN GOOD CONDITION) POSTOEVELOPENT "C" = 0.74(0.80 ACS. IMP.; 0.39 ACS. - LAWN) METHODOLOGY: MODIFIED RATIONAL METHiOD(FDOT APPROVED SOFTWARE) DESIGN EVENTS: 5YR - 24HR & 25YR -- 24HR. TOTAL. RAINFALL: 5YR = 7.5 INCHES; 255YR - 9.5 INCHES METHODOLOGY: SCS UNIT HYDROGRAPH(%JRWMD APPROVED PROGRAM) PREDEVELOPMENT CURVE NUMBER = 65('WOODS/GRASS; GOOD COND.) POST DEVELOPMENT CURVE NUMBER = 7x9(0.80 ACS, IMP.; 0.39 ACS. LAWNS)) DESIGN EVENT: 2YR - 24HR TOTAL RAINFALL: 2YR = 5 INCHES ASSUMED TAILWATER ELEV. = 11.00 STORMWATER MANAGEMENT EMENT SYSTEM REAL; vniR nem TOP OF BANK - 12.5 AREA AT T.O.B. = 0.20 ACRES DESIGN NORMAL WATER LEVEL = 10.00 AREA AT D.N.W.L. = 0.12 ACRES BOTTOM ELEV. = 3.5 AREA AT BOTTOM = 0.004 ACRES 5YR - 24HR DESIGN HIGH WATER ELEV. ;= 11.69 5YR - 24HR PEAK DISCHARGE RATE - (0.46 CFS 25YR -- 24HR DESIGN HIGH WATER ELEV. - 11.78 25YR - 24HR PEAK DISCHARGE RATE = 0.69 CFS 2YR - 24HR DESIGN HIGH WATER ELEV- ,. 11.62 ?YR - 94HR PFAK Dl<%C.HARGF RATE' = fi -tn r v c REVISION - PROFESSIONAL ENGINEER: RONALD J. BONGIOVANNI BY- FL. REG. NO.: 24255 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) DENOTES 1/2" IRON PIPE SET (LB 6645) DENOTES PIN OR NAIL AND DISK SET (PLS 1674) LD DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") C] DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") DENOTES " X " CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME q DENOTES CENTERLINE R/W DENOTES RIGHT -OF --WAY ID DENOTES IDENTIFICATION G DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE K DENOTES OAK TREE B DENOTES BAY TREE PM DENOTES PALM TREE WO DENOTES WATER OAK TW DENOTES TWIN CLSTR DENOTES CLUSTER NOTES. 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT NO M.W.Z. WESTPLAZA DRAWN BY: FILE DESIGNATION: M.W.Z. WESTGDI .DWG CHECKED BY: SCALE: R.J.B. 1" 20' Q. C. DATE: R.J B. DRAWING: C - 5 SHEET 5 OF 8 Q C.a 0 4 W 0 r.. i I 0.I I I 2I W N Z 1I �I 00 BY R.J.B. CR z��� N f: w mzW 7 D UJ J 20_ZZo V)i - z u- NOTE: THE APPROXIMA STUB --OUT AND SHOWN ON THE`. BY THE SURVEY RESPONSIBLE FC OF EXISTING WA GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I inch = 20 it. W O N d N Qj 11 >0 0W z Co X Lj 11 K 299.49' FROM SSMH TO SSMH Oin' RmHT—CIF—WAYI W H Cr 0 6zz Co �> 6 CL 0 � 0UJ0 W Z N Z W Ej O 0. 0. W O 1 w> CL FL 1 10 L____1 F"cvr � N � W N Z Of L_ 0� 00 BY R.J.B. 1 " = 20' z��� L mzW z U� D 0.v 0 0� Wse w� Ll) LL CONNECT INTO EXISTING x ca N W in NOTE: A REPORT OF GEOTECHNICAL EXPLORATION HAS BEEN PERPARED BY ATLANTIC GEOTECHNICAL AND z o ENVIRONMENTAL SERVICES DATED APRIL 27, 2001 =o z AND AVAILABLE AT THE ENGINEEER'S OFFICE. ALL PAVEMENT CONSTRUCTION SHALL STRICKLY CONFORM TO THE RECOMMENDATIONS IN THIS REPORT. E) a NCHoR EN,.GlNEE.RlNG, INC. TYNC- R CIV& ENGINEERS -LAND PLANNERS EERING 4000-11 ST. JOHNS AVENUE JACKSONW/LLE, FLORIDA 32205 (904) 388-1259 (NOT OPEN) ( F O R M E R LY W E S T P L A Z A) WATER AND SEWER PLAN GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) I inch = 20 ft. CONSTRUCTION PLANS OF. SITE IMPROVEMENTS FOR WEST PLAZA AT WEST PLAZA @ MAYPORT ROAD . ATLANTIC BEACH, FLORIDA 0 R.J.B. HADWS DRAWN BY: FIELD BOOK NO: PAGE(S) CHECKED BY: BY R.J.B. 1 " = 20' 0. C. L R.J.B. --- D 0 NO DATE REVISION ,IN DOLE )_ABBREVIATIONS (UNLESS OTHERWISE NOTED___ " IRON PIPE FOUND (LB 6645) " IRON PIPE SET (LB 6645) OR NAIL AND DISK SET (PLS 1674) A DENOTES PIN OR NAIL AND, DISK FOUND (PLS 1674) E3 DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") I) DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ® DENOTES " X. " CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME j DENOTES CENTERLINE R/W DENOTES RIGHT-OF-WAY ID DENOTES IDENTIFICATION ® DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE K DENOTES OAK 'TREE B DENOTES BAY TREE PM DENOTES PALM TREE WO DENOTES WATER OAK TW DENOTES TWIN CLSTR DENOTES CLUSTER NOTES: 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167, 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT NO DRAWING: PROFESSIONAL ENGINEER: RONALD J. BONGIOVANNI. WS z 0 tw U z 0 U 8 LL. w 0 z SHEET 6 OF.: 8 R.J.B. HADWS DRAWN BY: FIELD BOOK NO: PAGE(S) CHECKED BY: SCALE: R.J.B. 1 " = 20' 0. C. DATE: R.J.B. --- WS z 0 tw U z 0 U 8 LL. w 0 z SHEET 6 OF.: 8 I L 0F,dJ 7 GRAPHIC SCALE im ro r�= co 0 r$ rt. II VWIF' N W Z N z V N � Y � 'o OZ II m� iL LLI N d cV S w �V)OL)a0 ()�a m Ir � n \ mz T 7 � Qom', \ GENERAL NOTES: 1.) ALL VEHICLES, EQUIPMENT, (ECEPT F'LAGGERS) AND THEIR ACTIVITIES ARE RESTRICTED AT ALL TIMES TO ONE SIDE OF THE ROAD. 2.) WORK OPERATIONS SHALL BE CONFINED TO ONE LANE. A 3.) FOR WORK OPERATIONS OF 60 MINUTES OR LESS SEE INDEX NO. 612 SYMBOLS: SIGN W/ 18" X 18" (MIN.) ORANGE FLAG AND TYPE B LIGHT 4.) WHEN VEHICLE THE: LINE OF SIGH SIGNS ENCROACH THE SIGNS SHALL IN ACCORDANCE 1 5.) THE FIRST TW 18" X 18" (MIN.) ATTACHED AND C MESH SIGNS MAY OPERATIONS. TYPI ARE NOT REQUIRE 6.) ALL SIGNS SH CLOSURE TIME EX 7-) DUAL SIGNS A TYPE I, TYPE it OR TYPE III BARRICADE VERTICAL PANEL C� OR DRUM W/ STEADY BURNING LIGHT AT NIGHT ONLY TYPE I, TYPE II OR TYPE III BARRICADE ® OR DRUM W/ FLASHING LIGHT AT NIHT ONLY 000 ADVANCED WARNING ARROW PANEL • TYPE I OR TYPE II BARRICADE, CONE OR DRUM WORK ZONE SIGN �] FLAGGER D z O Tui w V � U� F= 0- 0 Wy w m A S P H A LT P A VE M E N T I P. 0 4 z X 7 4J .w 200• 4 20Y z 200' ace III 03 a STOP or 0 mm 7"! ft 70r_� MR - a i Cl (NOT OPEN) END o 0 (F O R M E R L Y W ES T P L A Z A ) ROAD WORK 41 ANCHOR ENGINEERIG N, INC. CH°R TNC CIVIL ENGINEERS - LAND PLANNERS NEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388-1259 r►r rra�r��r,�r�.13rcT►yyra��r r,Ni GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I Inch - 20 ft. CONSTRUCTION PLANS v OF d SITE IMPROVEMENTS O FOR p WEST PLAZA AT p WEST PLAZA @ MAYPORT ROAD p ATLANTIC BEACH FLORIDA NA DATE 80 WHEN OTHER CONSTRUCTION OR MAINTENANCE OPERATIONS OCCUR WTMIIN 11LE SIGN TO BE OMMITTED ANS SIGNING TO BE COORDINATED IN ACCORDANCE WITH INDEX 600 a u ERECT STOP SIGN AND INSTALL REMOVABLE STOP BAR MARKING. REMOVE OR COVER EXISTING STOP SIGN AND REINSTALL WHEN THROUGH LANE REOPENED TO TRAFFIC ( IN FEET) �3Ci a� \ a I I Inch = 20 [t. z \ \ �I �I O z :2 -- — — — — — — — — — — — — — — . N_ 299.49' FROM SSMH TO SSMH � — — T (50'RIGHT—OF—WAY) — — — — — - 6 -PVC — a SIN (PAVED ROAD) (03LSOd SV) W E S T P L A Z A IR CP M a o 254.80' a tV ri IICq0) W 0 �°°°'z 08 .r 7� w GENERAL NOTES: 1.) ALL VEHICLES, EQUIPMENT, (ECEPT F'LAGGERS) AND THEIR ACTIVITIES ARE RESTRICTED AT ALL TIMES TO ONE SIDE OF THE ROAD. 2.) WORK OPERATIONS SHALL BE CONFINED TO ONE LANE. A 3.) FOR WORK OPERATIONS OF 60 MINUTES OR LESS SEE INDEX NO. 612 SYMBOLS: SIGN W/ 18" X 18" (MIN.) ORANGE FLAG AND TYPE B LIGHT 4.) WHEN VEHICLE THE: LINE OF SIGH SIGNS ENCROACH THE SIGNS SHALL IN ACCORDANCE 1 5.) THE FIRST TW 18" X 18" (MIN.) ATTACHED AND C MESH SIGNS MAY OPERATIONS. TYPI ARE NOT REQUIRE 6.) ALL SIGNS SH CLOSURE TIME EX 7-) DUAL SIGNS A TYPE I, TYPE it OR TYPE III BARRICADE VERTICAL PANEL C� OR DRUM W/ STEADY BURNING LIGHT AT NIGHT ONLY TYPE I, TYPE II OR TYPE III BARRICADE ® OR DRUM W/ FLASHING LIGHT AT NIHT ONLY 000 ADVANCED WARNING ARROW PANEL • TYPE I OR TYPE II BARRICADE, CONE OR DRUM WORK ZONE SIGN �] FLAGGER D z O Tui w V � U� F= 0- 0 Wy w m A S P H A LT P A VE M E N T I P. 0 4 z X 7 4J .w 200• 4 20Y z 200' ace III 03 a STOP or 0 mm 7"! ft 70r_� MR - a i Cl (NOT OPEN) END o 0 (F O R M E R L Y W ES T P L A Z A ) ROAD WORK 41 ANCHOR ENGINEERIG N, INC. CH°R TNC CIVIL ENGINEERS - LAND PLANNERS NEERING 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388-1259 r►r rra�r��r,�r�.13rcT►yyra��r r,Ni GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) I Inch - 20 ft. CONSTRUCTION PLANS v OF d SITE IMPROVEMENTS O FOR p WEST PLAZA AT p WEST PLAZA @ MAYPORT ROAD p ATLANTIC BEACH FLORIDA NA DATE 80 WHEN OTHER CONSTRUCTION OR MAINTENANCE OPERATIONS OCCUR WTMIIN 11LE SIGN TO BE OMMITTED ANS SIGNING TO BE COORDINATED IN ACCORDANCE WITH INDEX 600 a u ERECT STOP SIGN AND INSTALL REMOVABLE STOP BAR MARKING. REMOVE OR COVER EXISTING STOP SIGN AND REINSTALL WHEN THROUGH LANE REOPENED TO TRAFFIC 1 LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHERWISE NOTED 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) DENOTES 1/2* IRON PIPE SET (LB 6645) © DENOTES PIN OR NAIL AND DISK SET (PLS 1674) LD DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) 0 DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") E] DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ® DENOTES " X " CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME DENOTES CENTERLINE R/W DENOTES RIGHT-OF-WAY ID DENOTES IDENTIFICATION Q DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE K DENOTES OAK TREE B DENOTES BAY TRETE PM DENOTES PALM TREE WO DENOTES WATER OAK TW DENOTES TWIN CLSTR DENOTES CLUSTER NOTES: 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT NA DRAWING: R.J.B. ---- DRAWN BY: FIELD BOOK NA; PAGE(S) MOT Q CHECKED BY: SCALE: R.J.B. 1 " = 20' REVISION BY RONALD PROFESSIONJ. BONGIOVANNI. 0. C R . J . B . DATE: SHEET .7 OF 8 Q a I z a } w O z :2 c3 a0 a E- a a3 W I a M a o d a � 0 kn 08 .r 1 LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHERWISE NOTED 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) DENOTES 1/2* IRON PIPE SET (LB 6645) © DENOTES PIN OR NAIL AND DISK SET (PLS 1674) LD DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) 0 DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") E] DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") ® DENOTES " X " CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME DENOTES CENTERLINE R/W DENOTES RIGHT-OF-WAY ID DENOTES IDENTIFICATION Q DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) P DENOTES PINE TREE K DENOTES OAK TREE B DENOTES BAY TRETE PM DENOTES PALM TREE WO DENOTES WATER OAK TW DENOTES TWIN CLSTR DENOTES CLUSTER NOTES: 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT NA DRAWING: R.J.B. ---- DRAWN BY: FIELD BOOK NA; PAGE(S) MOT Q CHECKED BY: SCALE: R.J.B. 1 " = 20' REVISION BY RONALD PROFESSIONJ. BONGIOVANNI. 0. C R . J . B . DATE: SHEET .7 OF 8 I. SET POSTS AND EXCAVATE A 4'x4' TRENCH UPSLOPE ALONG THE LINE OF POSTS 2. STAPLE WIRE FENCING TO 3, ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INT❑ THE TRENCH, 4' 4. BACKFILL AND COMPACT THE EXCAVATED SOIL, EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. CONSTRUCTION DETAILS FOR SILT FENCES 2. PLACE AND STAKE STRAW BALES. 1. EXCAVATE THE TRENCH. F LUW 4. BACKFILL AND COMPACT THE 3, WEDGE LOSE STRAW BETWEEN EXCAVATED SOIL. BALES. ONSTRUCTION OF A HAY BALE BARRIER. POINTS A SHOULD BE HIGHER THAN POINT B PROPER PLACEMENT OF HAY BALE BARRIER IN DRAINAGE WAY HAY BALE BARRIER CONSTRUCTION DETAILS Usually mixtures of the above plant materials are better than a single plant alone. Each of the legumes dlscusseid above can be grown In mixture with annual ryegrass and/or- the small grains. In a two -crop mixture cut the seeding rate of each crop to one-half of the recommended planting rate when grown alone. Similarly three pliant types In a mixture requires approximately one-third of the normal seeding rate for each plant. In a three plant mixture containing a single legume, thle legume should be planted at one-half of the pure stand seeding rate. TEMPORARY SEEDING PLANT MATERIALS SEEDING MIXTURES, RATES AND DATES Seeding Rate Planting Dates Comments Common Name Acre 1000 Ft2 N, FLA. Site (Botanical Name) 2'-1' Conditions Seeding Mixtures Acre DAYS 3 Bu sSeptember- High Witt not tolerate flooding, hlwQier able soils. (Avena saliva) (125 lbs) BRICK February Maintenance RYE 3 Bu 4 lbsSeptember- Tolerates cold and drought. W(Sec'" cereal¢), (170 lbs) a�= Februar 2' CLEAR ' • ' A u 3 lbs eptem er- 1 ib (T Itl ) ( l ) Use F ruar 40-60 lbs ANNUAL RYEGRAS 60 lbs 1.5 lbs September- Vollunteers may return. (Loll mutt flor ) 4 oz _90z February CRIMSON CLOV R 5 III .5 lb September- Annual.w►n er legume. Inoculate seed at 5 times recommended rate. Trlf li rn(at m) Southern White Clover 3 lbs Noyr tolera a flv din . -Does goorly on deep, dr nd Il not- D CLOVER 1 lbs oz September- Annual winter legume. Inoculate seed at 5 times recommended rate. (Trlfoliu rat e) BE ONE TWELFTH OF THE DIAM, I December arows best m I II will n t tol rate fl di sl h rt b dr u ht. WHITE CLOVER 6 lbs 2,5 oz September- Annual venter legume. Inoculate seed at 5 times recommended rate. (Trlf lium re en ) 3 oz 9/1-1/1 camber Grows best on moist -wet soils tolerates some Ftoodln A UA WE L 5 s oz eptem er- Annus winter legume. noc a e seed at 3-5 times recommended rate, (Melilotus altissl a) Hlairy Indigo 4 lbs December Grows well on both flatwoods and u and Its Wal tolnerat dn . PIPES SHALL BE FLUSH 1 Lbs oz p en er- rnot atARPOWL anus winter legume. Inocula mea raF (TrlfoUum vest ullosum) Slopes December Grows gn oil tqo wet. Far rimson tolerates same flood►n Use scarlPled seed. L V 6 lbs s ep em er- nnunl win er egume, nocu a e seed a t mes recommen ad rn e. (Lypinys si:0 1.7 lbs 7/15-1/1 I Deco'N Su til to freezeat i of em r orifled seed. ALFALFA 22 lbs oz September- bort Ilved perennial. Some drought resistance. <M 1 tivaJ %ahiagrass 15 lbs D c m r r w s n ell -drain d f rtil IIs. Will not tolerat-IiI 302, AUSTRIAN WINTERt PEAS 45 lbs I lb eptember- September- 8 oz 10/1-11/15 Best adapted to N, Florida D emb r December Grows best,on w t _ rn oil with high la nt nt. HAIRY ETCH 25 lbs 9 oz September - 1, Weeping Lovegrass VI to v0.1 ) 2 oz 2/15-8/15 m r Grows best on welt-dralned, tRamy golis. ALYCECLOVER 15 lbs 6 oz April- Warm season annual legume. (Al slcnr us va nalls) a,, Bahiagrass (507 scarified seed) 5 lbs Jul Grows best on well-dralned sand soils. C M L E 3 lbs 11 oz arch- Warm season annus . Needs inoculation on eroded soils. (Les Ideza strla'ta) Jul Grows best on sand loans. Fairlydrou ht resistant. HA Y 8 lbs 3 oz Marc - dl. Serica lespedeza <Indl ofern hirs ta) (120 ls) 2/15-8/15 Jul J N H 8 lbs oz March- Warm season annual egume. (A h n m r m r na Au u t M t tabl f summer le um s F r l w wet or MILLE 30 lbs tl oz March- Warm season annual. Does no tolerat¢ flooding, rows best In fertile, moist AWNet riaWN s ) Au ust soils. Pearl and Brown -top are ood varieti s to use. SES 30 lbs 11 oz March- Warm season annual legume. (Se ban ma r car ) Jul D s ll and r xtr m wet conditions. S17RGHAM SUNANAN RAS. 30 lbs 11 oz March- Warm s¢aspn annual. Rapid grower. Tolera es dryer sons than millet. HYBRID Jul Grows best on well-dralned soils, Can also use Sudan ass alone. WEEPINGL s oz March- Short-lived perennial, 2-3 years, < rn rostis c Cw4 ) I Au ust 7 l ,r.oLtjj.h9t, dry stages and acid Infertile IIs. Usually mixtures of the above plant materials are better than a single plant alone. Each of the legumes dlscusseid above can be grown In mixture with annual ryegrass and/or- the small grains. In a two -crop mixture cut the seeding rate of each crop to one-half of the recommended planting rate when grown alone. Similarly three pliant types In a mixture requires approximately one-third of the normal seeding rate for each plant. In a three plant mixture containing a single legume, thle legume should be planted at one-half of the pure stand seeding rate. TEMPORARY SEEDING PLANT MATERIALS SEEDING MIXTURES, RATES AND DATES Binding Wir or Twine I I I Compacted Solt to I I Prevent Piping t 1 Filtered Runo I Sediinant Laden II II I I Runoff 1 1 t I 1 I I I Iii Irl I FE1 I I- w -I I lel i I I lI�11�11�i--I I I 11-11 1 1_.._-11 CR❑SS-SECTION OF A PROPERLY INSTALLED STRAW BALE Staked and Entren[ed Straw Bale, N I -C H J K M SIDE VIEW A END VIEW TOP VIEW J_ E F G D E CONCRETE: 4,000 P.S.I. STEEL! #4 @ 12' E.W., WITH 1 #6 OVER PIPE OPENING, (2' CLEARANCE OVER STEEL, REINF. BARS, 1/2' TOLERANCE:), STANDARD MITERED END SECTION FOR RCP OR CMP ALL FILL, TO BE COMPACTED TO MIN. 98% MAX. DENSITY PER AASHTO T180 RCP/CMP A Seeding Rate Seeding Dates Comments Per Per G Site 2'-7# 2'-1' Conditions Seeding Mixtures Acre 1000 Ft 2 N. Fla. OF ASTM.0 478 High Q. C. a BRICK Maintenance a N° Lawns REVISION a�= 2' CLEAR ' • ' GROUT, 'RAMNEK' OR General I. Rahlagrass 40-60 lbs 1 ib 2/15-8/31 Use 507 scarified seed. Use 2, %hiagrass 40-60 lbs I lb 2/15-8/15 Use 50% scarified Bahia seed. &rmudagrass (hulled) 8-12 lbs 4 oz 3. %ahiagrass with one of the following, 20-30 lbs .5 lb a.. Use 50% scarified Bahia seed. Southern White Clover 3 lbs 1.2 oz 9/1-1/1 Inoculate legumes. ¢ Annual White Sweetclover 8 lbs 3 oz 9/1-1/1 BE ONE TWELFTH OF THE DIAM, Crimson Clover 12 lbs 4.5 oz 9/1-1/1 AarrowleaF Clover 8 lbs 3 oz 9/1-1/1 Alyce Clover 8 lbs 3 oz 2/15--7/15 Hlairy Indigo 4 lbs 1.5 oz 2/15-7/15 PIPES SHALL BE FLUSH Aschynamene 12 lbs 4.5 oz 2/15-7/15 Slopes I. Slericea lespedeza a.40-50 lbs 1.2 lbs 1/1-7/15 For scarified seed, BEARING CAP NOT BE IN b. 75 lbs 1.7 lbs 7/15-1/1 For unhulled seed, ADDITI❑NAL STRUCTURAL 2. S;erlca lespedeza with one of the follow) + STORM SEWER Use seeding rate specified above. TYPE J-1 THRU J -1-F %ahiagrass 15 lbs 7 oz 2/15-8/15 Tfall Fescue 20 lbs 8 oz 10/1-11/15 Best adapted to N, Florida Weeping Lovegrass 3 lbs 1.2 oz 2/158/15 Draughty 1, Weeping Lovegrass 5 lbs 2 oz 2/15-8/15 Gives quick summer cover. Areas 2. Weeping Lovegrass with one of the Folio ingl a,, Bahiagrass (507 scarified seed) 5 lbs 2 oz 2/158/15 b, Bermudagrass (Hulled) 30-40 lbs 12 oz 2/15-8/15 c:. Hairy panicum 8-12 lbs 4 oz 2/158/15 dl. Serica lespedeza 8-12 lbs 4 oz 2/15-8/15 Use seeding rate and dates specified above. Binding Wir or Twine I I I Compacted Solt to I I Prevent Piping t 1 Filtered Runo I Sediinant Laden II II I I Runoff 1 1 t I 1 I I I Iii Irl I FE1 I I- w -I I lel i I I lI�11�11�i--I I I 11-11 1 1_.._-11 CR❑SS-SECTION OF A PROPERLY INSTALLED STRAW BALE Staked and Entren[ed Straw Bale, N I -C H J K M SIDE VIEW A END VIEW TOP VIEW J_ E F G D E CONCRETE: 4,000 P.S.I. STEEL! #4 @ 12' E.W., WITH 1 #6 OVER PIPE OPENING, (2' CLEARANCE OVER STEEL, REINF. BARS, 1/2' TOLERANCE:), STANDARD MITERED END SECTION FOR RCP OR CMP ALL FILL, TO BE COMPACTED TO MIN. 98% MAX. DENSITY PER AASHTO T180 RCP/CMP A B C D E F- G 15' - 18' 2'-7# 2'-1' 6' 6' 6 3/4' r-6, 1'- 7' RCP/CMP H J K L M N 15' -- 18' 2'--10' 2'--4& 8' 6' 6'-104 71 -Op STANDARD TABLE OF DIMENSIONS FOR MITERED END SECTION (oa CONSTRUCTION PLANS JYNC. ANCHOR ENGI NEER/NGS INC. SITE IMPROF OVEMENTS PVC) / FOR ING ENGINEERS -PLANNERS - EIVV/RONMENTAL PERMITS WEST PLAZA AT 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 PHONE:(904)388-1259 FAX. -(904)388-0404 EMAIL:anchrertgeCPaoLcom WEST PLAZA @ M AY P 0 R T ROAD ATLANTIC BEACH, FLORIDA I N w N U t N I cN. o 2 1/8' 7/8' 1 5/8' 17/8 35 7/8' 2 7/8' PLAN iBEARING PAA, 1 1/2' 7/8' SIDE yj 35 1/e' l LEYATILU APPROX, 240 1 Bk STORM SEWER INLET GRATE 0 SHAPE TO SUPPORT 0.5 P PIPE WITH EXTRA CUT AT BELL EACH LIFT TO BE- TO REQUIRED DENSITY PBEFORE STARTING MPACTED NEXT LIFT NO LIFT TO EXCEED 6' WHEN COMPACTED, PIPE BEDDING CASE 1 6' 6' EYE BOLTS (SEE PLATE D 210) SLOT OPENINGS SHALL. NOT BE IN WALLS WITH GRATE SEAT NOTE, CONC. DESIGN STRENGTH 4000 P.S.I. 6, 2,-0' 6' 2 11/4' 3 7' 3 7' Itil 2 i/4' ALL EXPOSED CORNERS 4. 2' AND EDGES TO BE CHAMFERED 3/4' I. 2'x2'xl/4' ANGLE IRON GRATE SEAT ILII (SEE PLATE D-209) #4 6' VARIES MAX, DEPTH 15' I GROUT, OR 'RAM-NEK' JOINTS WHEN REQUIRED I• F r,rr, #4 @ 12' D.C. D.W. �• PIPE MUST NOT BE IN CONSTRUCTION JOINT PIPES SHALL BE FLUSH WITH INSIDE WALL #4 @ 6' O.C. B.W. MINIMUM BEARING CAPACITY 2000 PSF ACCEPTABLE E=XISTING FIRM UNDISTURBED MATERIAL. STORM. SEWER TYPE "C' INLET K-10 ZICK 2-- #8 @ 6' O.C. J U W Cl - 0 0 M I MANHOLE COVER AND FRAME . GROUT PLAN PER CITY OF JAX, STD, WESTPLAZA L- I tC? in o 'n © i• Co co o v, q ,� R.J.B. A � �. . . �► a MANHOLE COVER AND FRAME . GROUT PLAN PER CITY OF JAX, STD, WESTPLAZA DRAWN BY: PRECAST IN ACCORDANCE M • W • Z . WESTDTI .DWG WITH LATEST EDITIONS SCALE: R.J.B. OF ASTM.0 478 1 „ 20' Q. C. a BRICK a N° DATE REVISION a�= 2' CLEAR ' • ' GROUT, 'RAMNEK' OR 'O' RING JOINTS WHERE REQ'D, ~ a.. w MINIMUM WALL THICKNESS SHALL. A ¢ BE ONE TWELFTH OF THE DIAM, > 2' CLEAR OF THE RISER, WITH A MINIMUM ?,/FT WALL THICKNESS OF 5'. PIPES SHALL BE FLUSH WITH INSIDE WALL. MIN. PIPE MUST BEARING CAP NOT BE IN 2000 P.S.F. CONST, JOINT NOTE: FOR ADDITI❑NAL STRUCTURAL DETAILS REFER TO PLATE D-110 STORM SEWER TYPE J-1 THRU J -1-F MANHOLE A � �. . . �► a PROJECT N° M,W.Z. a WESTPLAZA DRAWN BY: a M • W • Z . WESTDTI .DWG a SCALE: R.J.B. a 1 „ 20' Q. C. a R.J.B. a N° DATE REVISION BY PROFESSIONAL ENGINEER: RONALD J. BONGIOVANNI FL. REG, NO.: 24255 DESIGNED BY: PROJECT N° M,W.Z. WESTPLAZA DRAWN BY: FILE DESIGNATION: M • W • Z . WESTDTI .DWG CHECKED BY: SCALE: R.J.B. 1 „ 20' Q. C. DATE: R.J.B. DRAWING: DTL , SHEET 8 .O 8 �! x Lt I ' 1I III II, EXTEND FIREWALL (1 -HR.) I I OVER TOP OF CONC. VAULT II II II II II II II ADJUST OPN'G. INTO EXIST. OLD VAULT AS REQUIRED LOPE I i = 12 5 _ EPLACE EXIST. �� w/ NEW BUILT-Q�-PROOF zzz - - - -R PLACE EXIST. IF 'G EXIST. - STRUCT. FIELD VERIFY EXIST. SOFFIT - - -- ..-- - ' ' - TO BE REMOVED r• -( _ 3� 1 /2 x3 1 /2" NEW SUSP'D. ACOU 3T,Z TILE CLG. SYSTEM I x1 4-�t G. w/ (3) "m �gEEBE 8'-0" HT. MIN. & reserves Its common lawtptyift copyd hl and other 9'-0" HT. MAX, 1 /2" GYP. BD. ON 3 5 8" MTL- (20 GA. ® 24" O.C. w 3 1 /7' BATT. INSUL. BTWN. ALUM. STOREFRONT WINDOW FRAME w/ 1/47 POL. FLOAT - GLASS (RATED FOR 110 MPH WIND LOADING) REPLACE EXIST.=FASCIA w/ SIMILATED BRICK= fUEev- FINISH --eQYCREJP ATTACH NEW MTL. FRM'G. TO EXIST, STRUCT. z I y I � (EXIST.) 29'-2 .. 29'- 10" W-411 I 1 _ 1-- ( - -- EMov� Isi. wALL ux.I I Ia , ' BLK. UP EXIST. REMOVE VEST. - - - , IND. OPNG'S. I & RELOCATE _ NEw PROVIDE LLS F IN f 4 1 /2" ^' I� I EXIST. DOOR / r IC EXIST. WALLS FOR 1 NEW 36" DOOR n 0 TYPICAL DI FOR ALL RESTROOM REWORK EXIST. STOREFRONTS AS SHOWN \ ��%w3 A'to e hor 51 N�No►cA o RccEss�a � I .OPE SLOP I LOPE SLOP . --D c IST FLOOR, PLAN 1 /8" = 1 ' — 0" CORRIGATED GALV. METAL AWNING ON STEEL FRAMING PROVIDE PT WOOD BLK'G. IN NEW WALL TO ATTACH MANUF TO PROVIDE SHIOP DRAWINGS AND ANCHORING DETAILS TO MEET 110 IMPH WIND LOADING REQUIREMENTS NOTE: ALL, NEW ANLGES & STL. BEAMS SHOULD BE GALV., IIF ADEQUATE TRIM EDGE OF I PROTECTION IS NOT REMOVE EXIST AXI T. SP� °° PROVIDED FROM WEATHER COATING & ADD EXPOSUJRE, NEW CONC. TO BRING UP TO EXIST. SLAB, ', ..=� - :�G' �;;'•"'aFs:'+}ha +'+,gam' ., r• -( _ 3� 1 /2 x3 1 /2" LEVEL OF EXIST. INTERIOR SLAB e .-ro.q�`1"nrr:�a�tr,tg,'v. P*I' I x1 4-�t G. w/ (3) "m �gEEBE ..'r*°v reserves Its common lawtptyift copyd hl and other , A[VCH'S. righn th... pian.. w/ EPDXY 114 -NOT CMU THRU'6tTS 3 5/8" (20 GA) & (3) 3/4"0 MTL. FRAMING I TO W12x40 STL. SM. - 12 BRACE ® 24" I SIMILATED BRICK FINt�K---" O.C. w/ 3/8"0 STUCCO ON 1 � &MENT 5 annex -hateeasy r. nar or. THRU BOLTS TQ I BD. ON 3--5/8r2"" (20 GA) STL. BEAM MTL._�RWG. ® 24" O.C. pto third arty wlthqut flrst obtalNng I JOINTS AND MATCH - lne expr••eeed wdtten permleelon from THOR HEINRICHS _,ALIGN LSTILLG__B13!CK.._FAC L&DE - -�-, - AHCHrfECT. SMOOTH SAND FINISH CORRIGATED GALV. METAL STUCCO ON STUCCO ON 112h CEMENT AWNING ON STEEL FfRAMING EXIST, BRK. BD. ON 3 5/8" (20 GA.) PROVIDE PT WOOD B3LK'G. THESE DRAWI D9 BHALL MTL. FRM'G. ® 24" O.C. IN NEW WALL TO ATITACH MANUF TO PROVIDE !SHOP Al DRAWINGS AND ANCHiORING DETAILS TO MEET 1110 MPH WIND LOADING REQUIIREMENTS DETAIL 1 3/4" = 1'-0" Al (06 Det2ett_o 131 l/d BLK. UP ERIE WINDOW OPN' BUSINESS OCCUPANCY (2nd FQ 7820 S.F. TYPE IV CONSTRUCTION UNPROTECTED, UNSPRINKLED 17,000 S.F. MAX, ALLOWED INTERIOR FINISHES SHALL BE CLASS "B" THRU—OUT OCCUPANT LOAD = 79 PERSONS MIN. # EXITS REQ'D. = 2 2 EXIST'G. PROVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'G 106" CORRIDOR & EXIST'G 60" WIDE STAIRS CONTRACTOR TO FIELD VERI EXIST. CANTILEVERED SM. BEYOND (2) L 3 1/2"0 1/2" x i/4' x9" LG. w/ (3) 3/4!'0 THRU BOLTS TO EXIST. STL, SM. & (3) 3/4"O THRU BOLTS TO W12x40 STL. SM. s" x8" x 1 /2" BRG. PL. w/ 116r WELD ALL AROUND 6"O STD. STL. PIPE COL. 3/4"0 A.B'S SQ.x3/4" BRG. PL. ON 1" GROUT BED EXIST. GRADE CONC. FTG. A I r I (MIN. 3000 P.S.I.)ii N w/ 3-#5'S E.W. V. w _ T e= DETAIL 2 3/4"= 1'--0" Al LEGAL DESCRIPTION LOTS 5 & 6 AND THE NORTH 37.0 FEET OF LOT 7, BLOCK 35, ATLANTIC BEACH, PLAT NO. 1 SUBDIVISION "A", ACCORDING TP THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ANERN STREET (ON—STREET PARKING) S 83'23'12" W 102.36' H NE II WOOD L�bl 9,51 DECK OVERHF{AD SIGN DUM"OCEANI VIEW MOTEL" I6 1' 53.8' 6.6' ; Q i - I I N I LU O , � EXISTING 2—STORY BRICK z ' a I AND CONC. BLK. I I � r O M' Cann I z to M C) 10 (n Iz z Q LU O / I I 53.8' 6.6'' /dkiiiii 6 9.6' co EPS 0 111111111116 sTUCC0 wally. - ---r -- —N�83'23'12" E 100.64' S I TE PLAN - 1 1; = 20' CITY fl ATLANTICBI+I;H RUILDING OFFICg AR a 1 2001 Q Q OEVISICNi� * i '�I •a^u""' - :�G' �;;'•"'aFs:'+}ha +'+,gam' ., ,q'+.m•.t.^yy^t 7u^" gr.wtg^:r, �.S�WI',ut.,^r-rf•satrn- e .-ro.q�`1"nrr:�a�tr,tg,'v. P*I' JQB NO. ..'r*°v reserves Its common lawtptyift copyd hl and other , ?F"" a LEGAL DESCRIPTION LOTS 5 & 6 AND THE NORTH 37.0 FEET OF LOT 7, BLOCK 35, ATLANTIC BEACH, PLAT NO. 1 SUBDIVISION "A", ACCORDING TP THE PLAT THEREOF RECORDED IN PLAT BOOK 5, PAGE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA ANERN STREET (ON—STREET PARKING) S 83'23'12" W 102.36' H NE II WOOD L�bl 9,51 DECK OVERHF{AD SIGN DUM"OCEANI VIEW MOTEL" I6 1' 53.8' 6.6' ; Q i - I I N I LU O , � EXISTING 2—STORY BRICK z ' a I AND CONC. BLK. I I � r O M' Cann I z to M C) 10 (n Iz z Q LU O / I I 53.8' 6.6'' /dkiiiii 6 9.6' co EPS 0 111111111116 sTUCC0 wally. - ---r -- —N�83'23'12" E 100.64' S I TE PLAN - 1 1; = 20' CITY fl ATLANTICBI+I;H RUILDING OFFICg AR a 1 2001 Q Q OEVISICNi� By REVISED NEW LAYOUT 10/13/00 J.F. EVISED EXTERIOR & LEVATOR, ADDED THIS $1T. 12 18 04 R ISE sT ucT.' ADDED FACADE DETAILS 21301 J. F. T, H, JQB NO. reserves Its common lawtptyift copyd hl and other righn th... pian.. J.F., T.H. CHECKED T. H. DATE 7/27/00 SCALE —w COPYRIGHT AS NOTED THOR HEINRICH5 ARCHITECT JQB NO. reserves Its common lawtptyift copyd hl and other righn th... pian.. Properly d»a e. and d».Igns. 7h»y. Ideas, designs. and plans are not to be reproduced, changed, SHEET NO. or aapled in any toren or annex -hateeasy r. nar or. they b. assigned to any pto third arty wlthqut flrst obtalNng lne expr••eeed wdtten permleelon from THOR HEINRICHS AHCHrfECT. WRITTEN DIM NSIONS ON THESE DRAWI D9 BHALL HAVE PDRCICMHIC[ESN OVFRx9G11-17 Al Lw PA[IN a LE VERIFY ALI, DIMS IONS AND CONp- (TONS ON tL JOH AND THIS OFFICE MUST BE NOTIFIED OF ANY VARWTIpN FROM THE DIMENSIONS AND CONDITIONS A SHOWN aarr MESE DRAtNINal FOUR SHEETS AS -BUILT FRONT ELEVATION PROPOSED 3/16" = V-0 ETAL ROOFING SLIMULATED BRICK PATTERN STUCCO TO MATCH EXIST. BRICK WORK METAL OOF NG � NEW WROUGHT RON COL. N(REAR,,,��E'hhIROR IMAGE EOEP-T�.�Qft�aSOREf` NT 1S) FLOOR) 2rl'8 F.L. RENOVATION -©IVCD(; 1st FLOOR TO REMAIN AS IS ' l D ° NEW MASONRY ELEVATOR EXISTING NEW fi' STL. HAFT AND EQUIP ENCLOSURE RG. WALL PIPE COL. PROPOSED REAR ELEVAT I ON 1 /8" = 1 ' -- (0" I rn (7I I -' (0 a o(eet In B (\/d EW 6' STL. IPE COL. , .,. .�� �... ...� µ .. .. .. .� .n ,..y . ••r �'Y r...... ... .. .. jR F ... M. -r , T Ys. T - - N. y yin. .^I .... I �, ..r "7.�"�'�.; ... •r�r-v.rn.q• +•,.Mr.,,.-.a,.,�, gym^- �,.rq,+n'.gs.. w.an;..r�,.,...syr.'try9"�c'+�rx..s�rgy?`9.r1`.e^rv...rr'R'�^',"„h",?'!.F° EXIST. STUCCO EXIST. BRICK EXIST. BRICK Q PROVIDE OPN'G. FOR NEW ELEV. DOOR RI G N T SIDE ELEVATION (LEFT SIDE MIRROR IMAGE) 3/16"- 11_T 'APIpR0VED CITY OF ATLANTIC BEACH still -DING OFFICE REVISIONS I3Y REVISED NEW LAYOUT 10/13/00 J.F. REVISED EXTERIOR 12/181,00 J E REVISED, ADDED REAR COLUMNS 2 13 01 T.H. COPYRIGHT AS NOTED THOR HEINRICHS ARCHITECT NO. AR OI 2001 J. F., T.H. CHECKED T.H. DATE 7/27/00 SCALE COPYRIGHT AS NOTED THOR HEINRICHS ARCHITECT NO. hereby renree Ito Common IDw ricaht capyrl ht tlnd other pproperty H9hte Pn theq Plane. ,JOB idea•, and desIgne The.• Ideas, deslgne, and plea• ws not tobe reprdduced, Chnnged, SI.1l;E'r NO. Dapled in eny larm mnnner whoteoever, or. n they to6e Designed to any party Dhtnlnlnq ,hie eesd wrlttenr.t oo perCHITE n hom YHOR HEINRICHS ARCHR'ECT, WRITTEN ESE ORAAWIN0905�L HAVE PR[CEDENCE OVER 4 SCAL[' DIMENSIONS; CONTRACTOR %BALL VERIFY AND BE RESPONSIBLE COR ALL DIMENSIONS AND CONC- ITONS ON THE JOB AND tHiS OFFICE MUST SE NOTIFIED OF ANY VARIATION FROM A DM[ NSIONS AND CORAWIN NS $HOA 4HOWN BY MESE DW4WINQ9 OF FOUR SHEETS 2 —013 _ _13EPLACE EXIST. e"nFG w/ NEW BUI(�FE? 800F - - W - REPLACE EXIST. R-11 INSUL. HELD EXIST. REPLACE EXISt*'�)~. QIA IN PLACE w/ CHI KEN STRUCT, RE 5lMILAEXI BRICK IA WIRE FIELD ==- J VRI - 1/2' CEMENT BOARD EXIST. SOFFIT J 1 CgRRIGATEp GALV. MEfJAL TO BE REMOVED J AWNING ON STEEL FRAMAING PROVIDE PT WOOD BLK;'G. _ - -.. - ---- • r IN NEW WALL, TO ATTACH ATTACH NEW MTL. MANUF TO PROVIDE SHIOP NEW SUSP'p, .ACOU5T, RM'G. TO EXIST. DRAWINGS AND ANCHORING TILE CLG. SYSTEMSTRUCT. DETAILS TO. MEET 110 ]MPH 8'-0" HT. MIN, &\,, -r WIND LOADING REQUIREIMENTS 1/2" GYP. BO. ON 35/8" M`rL- � (20 GA, ® 24" O.C. w 3 1/2" ]BATT. INSUL. BTWN. SINGLE --HUNG PREFAB WINDOW (KINCO OR EQUAL) P.T. WD, BLK' IN MTL. FRM'( AS REQ'D TRIM EDGE OF EXIST. SLAB REMOVE EXIST AND REPAIR COATING & ADD NEW CONC. TO BRING UP TO EXIST. SLAB LEVEL OF EXIST. INTERIOR SLAB 3 5/8" (20 GA.) MTL. FRAMING BRACE 0 24"— O.C. w/ 316-0 THRU BOLTS TO STL. BEAM STUCCO ON EXIST. BRK. ELASH'G & CAULKING AS REO'D, (TYP.) I: NOTE: ALL NEW ANLGES & STL. BEAMS SHOULD BE GALV., IF ADEQUATE PROTECTION IS NOT PROVIDED FROM WEATHER! EXPOSURE. �3" 1/2"x3 1/2" u r I I I I I f X 1 4".x9:-�,G. w/ (3) GE QNCH'S. w/ EPDXY IN -1 W,CMU & (3) 31eO THRU-_.EL04TS ■ TO W12x40 STL BM. -=.-=- -'yam--- 12 ' SIMILATED BRICK FINISH 15 STUCCO ON 1/2"_0,E9E T - - ' BD. ON 3 5/_r--(20 GA.) - I MTL. ERM.rO. * 24" O.C. - 6LI911JOINTS AND MATCH �_�„=_�X15TING ` —SMOOTH SAND FINISH CORRIGATED GALV. METAL STUCCO ON 1/2" CEMENT AWNING ON STEEL FRAMING BD. ON 3 5/8" (20 GA.) PROVIDE PT WOOD BLK'G. MTL. FRM'G. ® 24" O.C. IN NEW WALL TO ATTACH MANUF TO PROVIDE SHOP DRAWINGS AND ANCHORING DETAILS TO MEET 110 MPH WIND LOADING REQUIREMENTS DETAIL � 3/4" _ 1 '-o' GAJ Ccs o 0c,ea.-n & �,d BUSINESS OCCUPANCY (,2nd^FL.) 7820 S.F. TYPE IV CONSTRUCTION UNPROTECTED, UNSPRINKLED 17,000 S.F. MAX. ALLOWED INTERIOR FINISHES SHALL BE CLASS "B" THRU--OUT OCCUPANT LOAD = 79 PERSONS MIN. # EXITS REQ'D. = 2 2 EXIST'G, PROVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'G 106" CORRIDOR & EXIST'G 60" WIDE STAIRS CONTRACTOR TO FIELD VERT EXIST. CANTILEVERED BM. BEYOND (2) L 3 1/2"x3 1/2„ x1 4"x9"LG. w/ (3) 3/4!'0 THRU BOLTS TO EXIST. STL, BM. & (3) 3/4!'0 THRU BOLTS TO WW12x4O STL, BM. 8"XWx112" BRG. PL W/ 1/S" WELD ALL AROUND 6"O STD. STL. PIPE COL. 31,V O A.B'S 0SQ.x3/4" BRG. PL. ON 1" GROUT BED EXIST, GRADE CONC. FTG. (MIN. 3000P.S.J.) I I w/ 3—�%5'S E.W. ra,l I� cv .T A 24" SQ. t DETAIL 2 3/4" 1'-0" Al GROUT—FILL w/ 2--#5'S CAP GROUT—FILL C/ 2-#5'S STUCCO e CMU JT. REINF O.C. VER- LEGAL.. DESCRIPTIO, BY LOTS 5 dt. ,6 AND TNIr NORTH 37,0 FEET OF LOT.. 7, BLOCK.: 35, REGIS p NFW`: LgYOUT ATLANTIC BEACH, PLAT' NO, 1 SUBDIVISION "A", ACCQRDIN.� TP TFIEs� DRAWINGS �t �9N�4N� � jr 'F, 'SHALL SE, REVIEWED`BY; THE CLIENT ME) INCLUpI.NG lq n2 CONFIRM THAT 'THESE DRGUMENTS rELOATOR EXTE.RIgR &. THE PLAT THEREOF RECORDED IN PLAT ROOK 5, PAGE 6'$ OF THEIR USE SHALL THE CURRENT PUBLIC RECORDS OF pUVAL COUNTY, FLORIDA 01 GENERA CONDITIONS :REFRESENT ; ADQEI$: THIS,THE ENTIRE ANDINTEGRATED AGREEMENT BETWEEN. THOI � J•F. HEINRICHS AftCFIIrECTAND THE CLIENT (REFERRED TO ,1;8'' DO ;T'G CMU WALL. AS TkIE "OWNER' IN IN . AIA OCCUME 1"A201 CENERAL RgVISED ADDED FACADE. SHAFT WALLS w/ CGNDITIONS, OF THE CONTRApT), OFTEN THE SUCH AND THE S RUCT DETAILS CONTRACTOR ARE ONE ANp THE SAME•IN, SUCH CASES ARE T.H. 4 B. ® 1 G' O.C. APPLICABLE TO THE REFER8NCES OF TSO'rH . THE "OWNEFr 2/13/01 AND THE CONTRACTOR" IN ACA DOCUM Ptr A20T. GENERAL D ELE V. ' �H E � � I S TR, E E T CONDITIONS OF 'THE DOCUMENT NO'Cp 'TRt1CT ApNINISTRATION DETAILSJ.F. IOVE j__j I v BY THE ARCHITECT IS TO RE PROVIDED WITH THESE ppC,UMNTS 6/14/01 iT. WALL UNLESS SPECIFICALLY PROVIDED BY SEPARATE WRITTEN CONTRACTUAL AGREEMENT ALTHOUGH THE USE OF THESE DOCUMENTS MAY BE FOR THE BENEFIT OF OTHER PARTIES BY ADD EL /, Li 'S, J F. 2 FROM (ON—STREET PARKING) SEPARATE CONTACTS WITH THE ARQHITECTS CLIENT` OR �-- 7/05/Ot BETWEEN PARTIES NOT KNOWN DIRECTLY BY THE ARCHITECT, TO SUCH AGREEMENTS. SHALL NOT BE CONSTRUED TO CREATE A S 83*23'12" W 102.36' CONTRACTUAL RELATIONSHIP OF ANY. KIND BETWEEN THE ARCHITECT AND SUCH THIRD PARTIES (CONtRACTORS, OWNERS. H NE TENANTS. ETC.). THESE DOCUMENTS HAVE. BEEN PRODUCED IN , itSTEPS WOOD AND INTENDED TO BE OF SUFFICIENT DETAIL, FOR PERMITTING OR ii 9,5' PECK OVERHEAD SIGN Tn ONLY.THE GENERAL THE CU Nr THE FLE,XleRiri TO SELECT a UIPMENTT. DUM "OCEAN VIEW MOTEL" FINISHES, FURNISHINGS, ETC, 7p CONTROL COSTS AND ALI_OW 6 1' S3 8' 6 6' , COMPETITIVE SYSTEMS AND PRICING. ANY LACK OF SPECIFICITY ' I AND CONSTRUCTION DETAILS SHALL NOT BE CONSTRUED AS AN I' i I INCOMPLETE OBLIGATION ON THE PART OF THE'ARCHIrECT OR I PPR ORM NGLEAVING F2ORpCOMPI,ETINGRTHED WNEORK NT TO'rALSCOMPLIANCE ' I r WITH THE GOVERNING CODES AND PRACTICES. ADDITIONAL DOCUMENTS MAY BE FURNISHED BY SEPARATE WRITTEN I I I CONTRACTUAL AGREEMENT. ' I , THE AGREEMENT SHALL DE, LIMITED TO THE WORK DIRECTLY ' I UNDER THE ARCHITECT'S CONTROL (SPECIFICALLY THE PRODUCTION AND THE EXTENT OF THE SCOPE .OF THE dl I PRODUCTION OF THESE'. DQCUMENTS ONLY). THE ARCHITECT I SHALL NOT DE RESPONSIBLE FOR 'THE IMF'LEMENTATICN T3Y OTHER$ OF THE WORT( DEPICTED BY 'THESE DQCUMENTg OR I THE USE OF'THESE DOCUMENTS BY -OTHERS, THE'USER OF I U. THESE THESE DOCUMENTS S12ALL BEAR THE. RESPONSIQILTY OF r AN 08TAININO ADDITIONAL AND MpRE:SPEGIFIC DETAILS D/ OR ENGINEERING WHICH MAY FIE DESIRED.. ALL EQUIPMENT SHOWN REQUIRING' PLUMBING .SERVICES p 2 SHALL BE PROVIDED WITH NECESSARY PLUMBING•AND 4 ice{ 'TIE PLUMBING rQ NWEST EXISTING, LINES: PLUMBING ' I EXISTINGI ', Oi CONTRACTOR. SHALL :SUBMIT` DRAWINGS/DESIGN MR rr7 APPROVAL. 2—STORY BRICK ' r• "� PROVIDE OR RELOCATE ALL RtQQIR,ED ELECTRCCAL ` n rf O�TLET$ DEVICES de YV(RING 'rO AC>r0�IM4DAT[~, NEW OR 'I a ( ? AND CONC. BLK, I� R, LOCATED EQUIPMENT REMOVE ALL AoMpQNED ELECTT(IQ4 WIRING Ori 'DEVICES: NO ,HOT. UNCQNNEG'TED WIRES OR UNUSEp QEVICES.,SHALL BE.: LEFT IN PLACE WHETHER THEY ARE`'PROPERLY'SECURED OR NOT. Ta, M EXISTING, ELECTRICAL LIGHTING & SERVICE 5TTALL REMAIN. a 1 7. I�. IN PLACE. VERIFY LOA0 CPAPCITIES, PROVIDE NEW CIRCUIT 57�7� 0 p PROTECTION AS' REQUIRED AND: RE- QALAN(:E 'EXISTJNG(n ( PANELS,•.CL ALL REQUIREO, SYSTEM DE510N%., MATERIAL. SPECIFICATIONS ' I I INSTALLATION DETAILS. AND SHQP DRAWINRS Sk ALL BE: AULU z I I 1, FURNISHED AND SUHMITFEQ BFY ,THE ASSOCIATED TRADE SUB�CONTRACTGR OR CONTRACTOR. 2. FURN&4D AND DESIGNED IN COMPUANCE,WITH ALL GOVERNING STANDARDS. CODES, AND REQUIREMENTS. -W . j 1 PROVIDED TO FIELD PERSONNEL TO ASSURE PROPER EXECUf10N OF THE INTENDED WORK. r I I 4 SUBMITTED TO ALL APPLICABLE GOVERNING AGENCIES _ r I , FOR REQUIRED PERMITS, APPROVALS, INSPECTIONS,„ I AND CERTIFICATIONS._^ X r U. ` I REQUIRED AS—BUILT INFORMATION & DRAWINOS SHALL BE PROVIDED BY THE CONTRACTOR FOR SU8MITTAL TO THE I OWNER, ARCHITECT, & REQUESTING GOVERNING AGENCIES. DOW CORNING 790 I •n EQUAL CAULK OR 9' 6 PLAN NEL LOCATION CMU 1ST FL, DETAIL 3/4" — 1,-0" (ELEV. PIT) PROVIDE OPN'G IN JT SI-IAFT SECT., 1/4"= 1'-0" Al FRAMED WALL 'ILLED 8' CMU 5'S ON CAVITY IN LL JEW PRE -ENG. ,ONC. LINTEL PORTION OF 3LK, FOR 1R Stu= WALL " T N 83723,12!' E � 100.64' S I TE PLAN. CMW 1 20' VERT. #5 Back Wall Side Wall r Water Clo§§ks 6011 min. 42n 6G" min. min. i 18r) �42 min. II I I II I E ; uu J, I I I I iLO ! clear t 'pace spacei — ---- -_j- - —� ___-----_—J 11 ' 48" rein. 46' min. l FI Water DRILL &INSERT w/ EPDXY 1/2"0 A.B. ® IV O.C. VERTICALLY q 6" ax. Min. Toe Clearance Knee Clearanc: 1i eLov Depth Min. .Lgvatory Cfearange i � I I I I I E1 I JI I I I � I I I I 3Q" in QIear FI 0 � I E I I I ! I l I b I I _48" min. e- -Clear Floor Space Q. -Drinking Q.—DrinkingFountai APPROV 1- gupllc gLACH !'vfy o13UiDINGNdFFIGE ob wolimuffia D. Im 001 4I11�_ 1 b 2001 u O = City of Atlantic Boagh Ki Building and ZQnIf RFiARW N J IF, T"H. o CHECKED (1, T. H._ �y . .DAT. 7 7`/0 _ STALE co, 'YR fflif IT AS -NOTED THCft rtEINFiIGH, ARC}11TEgT hareb eparrra Its c rrlr an J013 No. ' law..r�gght Dapyrl{�h4Ona 6�fiar i,opartY Hyr�TYK m thiar plgnr. ld Ts ndderlq rq ..: Yha>rq ldaya �leelgne end pians.Tara nal Fo ba r prorjyCgd; Charly Yd, or aaplaa In ' un1J ror,n yr SHEET NO. r4'anner wnatro"or, nor Orn, th.oY 1 0 hn, O* ad Ftp Orly third party 'allh4L t trert q�tuin(ny the so 304d. writtin 'pa mtaalon /rum TFiUa HEINRICH$ AT�CHIrECT• WRITTEN OIM NSIpN5 qN THESE DRAWING 9'$1L. HAVE PRECFOCNCC.'O`!ER SCALE ❑IrIA NStgNS:. ANGTrh 1.1 +,5 4'�' _j1tEp At•L'CLh1ENs1[jNS� ANL GCHU—, O I IUTf0F1119 9 '0,Tg1rHE E 30,ANuuEa THI5 tw ANY. 4AATpNFw)M THE IMNNSSIpHSECCNtl17 SHOAfY 1HNDRAWINWI, OFFOUR SHEETS u r I I I I I f ar>n. ■ a.: w ob wolimuffia D. Im 001 4I11�_ 1 b 2001 u O = City of Atlantic Boagh Ki Building and ZQnIf RFiARW N J IF, T"H. o CHECKED (1, T. H._ �y . .DAT. 7 7`/0 _ STALE co, 'YR fflif IT AS -NOTED THCft rtEINFiIGH, ARC}11TEgT hareb eparrra Its c rrlr an J013 No. ' law..r�gght Dapyrl{�h4Ona 6�fiar i,opartY Hyr�TYK m thiar plgnr. ld Ts ndderlq rq ..: Yha>rq ldaya �leelgne end pians.Tara nal Fo ba r prorjyCgd; Charly Yd, or aaplaa In ' un1J ror,n yr SHEET NO. r4'anner wnatro"or, nor Orn, th.oY 1 0 hn, O* ad Ftp Orly third party 'allh4L t trert q�tuin(ny the so 304d. writtin 'pa mtaalon /rum TFiUa HEINRICH$ AT�CHIrECT• WRITTEN OIM NSIpN5 qN THESE DRAWING 9'$1L. HAVE PRECFOCNCC.'O`!ER SCALE ❑IrIA NStgNS:. ANGTrh 1.1 +,5 4'�' _j1tEp At•L'CLh1ENs1[jNS� ANL GCHU—, O I IUTf0F1119 9 '0,Tg1rHE E 30,ANuuEa THI5 tw ANY. 4AATpNFw)M THE IMNNSSIpHSECCNtl17 SHOAfY 1HNDRAWINWI, OFFOUR SHEETS - ._._... __............ . ..._ ... --- ----- .... -- ... _ ... -- - — .. - -- ..... --- .. 117'-11"±(EXIST.) 29' -2" Z9'�1 _ .: n4F. &(0 Dce'Cco C)'lvd AS -BUILT 2ND FLOOR PLAN 1 /4.8" ^ J'_0" '_..0" mws : r TO BE REMOVED D LINE— T/P.) IF? L J �I II II II II II III L. -S- __ L oil— � CJI 10 I I 1 REMAIN �I 10 iii ILJ LJI �I I IL. II II -7 LI II t. 6, g„ REMOVE PORTION OF EXIST. BALCONY FL. 11 NEW & GRD. FL. SLAB 11 ELEV, FOR NEW ELEV, 1 II I� IL_ _ _ __JI II (I orLL i 1 A2 I I I I 1 1 I I I 1 1 I I I I i I I I I I I - - _ I REM VE j� -VEN EER--B2ndK 2ND FLOOR, DEMOLITION P LwAN FL. ONLY 1/811 1,_0,r 160 I � � I I I I I f 1 I __------------------ LI_ I I I -------------------- -------------- - _.-_ -________ -_ - -- �- I i I � I I 1 I( I� { I I ' SII Ir I I I I -------- _______W_ _ F— II I ,I. I 1 I I! 1 I � l I �I fl I i I I I I �I I � — 1 i I i g" 1611 1, EXIST'p ROOF" DECK � 1 F If II I r, $LOT CMU' .'DRILL: INTO Ifr - 36k A.$0VE & THRU FLOOR qCK INiQ 1l BEAM $WWW EPQXY #4 I i DOWEL INTO, i= dlFl BEAM., LAG VERT #4 INTO -',SLOT EQ CMU WALLS PACK w/ GROUT I I I I' } W I' 4 > I I Ii i I 1 I I I! I Ik i I itI ---------------- I XISl'G FLOOR D CK' WALL DETAILrl_"� 3/4 to = 1 p —opt � 20 DRAWN J.F.:, T. H. CHECKED T.H. DATA 7/27/00 SCALE O( 7r�i AS NOTED iu �J ; ` f II � II II II aria pprn p�rly phtr'n lhb�qptana. 1�19ae: ahs i7adlgna Th6sr 1 A2 I I I I 1 1 I I I 1 1 I I I I i I I I I I I - - _ I REM VE j� -VEN EER--B2ndK 2ND FLOOR, DEMOLITION P LwAN FL. ONLY 1/811 1,_0,r 160 I � � I I I I I f 1 I __------------------ LI_ I I I -------------------- -------------- - _.-_ -________ -_ - -- �- I i I � I I 1 I( I� { I I ' SII Ir I I I I -------- _______W_ _ F— II I ,I. I 1 I I! 1 I � l I �I fl I i I I I I �I I � — 1 i I i g" 1611 1, EXIST'p ROOF" DECK � 1 F If II I r, $LOT CMU' .'DRILL: INTO Ifr - 36k A.$0VE & THRU FLOOR qCK INiQ 1l BEAM $WWW EPQXY #4 I i DOWEL INTO, i= dlFl BEAM., LAG VERT #4 INTO -',SLOT EQ CMU WALLS PACK w/ GROUT I I I I' } W I' 4 > I I Ii i I 1 I I I! I Ik i I itI ---------------- I XISl'G FLOOR D CK' WALL DETAILrl_"� 3/4 to = 1 p —opt � 20 DRAWN J.F.:, T. H. CHECKED T.H. DATA 7/27/00 SCALE COPYRIGHT AS NOTED rNoA I��fltrlcfts Ai+CtdrrEar hara4yy feae(y.yy qe darilmun taw righlr:`'Copyrtygt'. 'gtHer ,gyp NO. " aria pprn p�rly phtr'n lhb�qptana. 1�19ae: ahs i7adlgna Th6sr 14eod, q•/iyaq pelt, plgllz, are nqk tq.bM re�rpolaCdJ, ./{art da, ar aaptpct .., any fdlm Qf to "SHE`ET Nb. ' 7anngr wryatsaq?vr, nar''yreto 9 . ef,l�yd pWt�l, wi{,hnl tf1sl.:'o6lp.ill+g `hV'Ox 1psss�} �WAtNef!! pp[rrrr��i�s{pn `turn 'Ih14R' fl'INRICll zo'llear, � ' '�N{-R717�N0(At ilCuIC1N5 OPI SCALL�'.'171MF_N51ON,f r " / E5 ANrll AIt,. UIMEENN5tON5 ,iJ�pCgNtr! .. ,� � c �r a aN [fry cps: kNp:.TFtls At gFF1� MUb"T H�, tJp71FtEp O(t AFI'Y•, Agt4f19t{.-F'ROt,( TNS �/(/r' /V/ .K1!MtwN5�JN5e"ANC) GgNAYTKiN$ 9f1lrWN p'(. 7FIfiSE, 9RAWfMCS I _ _29.'-10"_ (EXIST.) 1 „ , )) , 11 Al I I n 1 z &L 4 i SUITE 9 �� SUITE 10 413 S.F. i 413 S.F. it it I I !I l I I I I I 11 / I I I I I I I I I I I I .SUITE 8 �� SUITE 7 413 S.F. II 413 S.F. r•l Al r 1 1'7'-11f t (EXIST. 29'-2" (EXIST: -_ 29'-2 (EXIST. 29'-1 Y' E-xIST.�_ 13'— 4 77 —1 1 7 —.1 1 13 --- 4 71-11 7 —11 21 -- n Al 1 I 1 S.H. TYP. i Tl/ 13 I Al' I I I I I © NEW ELEV. II II SUITE 11 413 S.F. SUITE 6 413 S.F. SITE 12 SUITE 13 jj SUITE 14 41;3 S.F. 413 S.F. 413 S.F. I I I I I I I I I I I LI �I [!� 30x8 %c WIRE(TYP.) I �J If it I I I I I SUITE 5 SUITE 4 SUITE 3 411'3 S.F. 413 S.F. II 413 S.F. I I II EXIST, WALL MAY I -BE DELETEED FOR CHER SUITE M I I P20POSED 2ND FLOOR PLAN i /E�, = i )—o" (Po oce�c n �l vc� n �FE. -4 , FPTI O N co I r_ 9'-6 1 /2"± OFF! .� 3dx6 �HC 'I I EXIST. WALL i r OFF. © 3 _ ENLARGED SINGLE UNIT FL00FLOOR, PLAN - 1/4" = t'-0 (SURE t iHRU 14) SUITE 15 413 S.F. W. IDIOM F I I I I I I I I SUITE 2 �� SUITE 1 413 S.F. II 413 S.F. I I I I I I I H Ii UR OUT NEW 2nd II F � L. COL. ABV. 1 st . BRICK COL. (TYP.) FUR OUT EXIST. WALLS AS REQ'D. AFTER REMOVAL OF BRK. VENEER & FINISH OUT w/ GYP. BOARD (TYP.) co i RFIVIto�s: Its REVISED NSW LAYOUT F r - 'RE SrrDKCERIQR:>& ELkV2. TQ .A R CHANGED,; J1F. 4 Af TMI~NTS`, 1 GRAB BARS w/ SO IQ HANGED WAF'T'S BACK' E3Lk'G. 0 3S' HT. (TYR) � TO OFFICES S Q1 .. p0ivamm I 0 EXTEND EXIST.. yq;C. PARTY WALL ~i -,AS SHOWN ELEV. OFF. FUR OUT 4" FOR r -------- , il• C PLUMBING OIL V URN. CI 34x68FHC kNEW PARTITION m • SHADED) —6 11211± 1/2" 41_ 1" lAv EXIS r WALL FF' 30x8MC Q 9 6X9 w.C: I'' u LL �- \ 8'--7 41--11 EXIST. WALL FINIM RECEPTION 7#0 W. 5'-d' TURNING �r DIAMETER (TYP:)' 30x6 aNG " F.E. 2A- 108C EXIST: DBL. Ox68 FIRE --E , PLUMBING C. D,F. (TYP.) STACK. M ENLAR,GEQ FL00_P,,.,, PLAN - 1/4!p = 1'-0" (SUITE 15 & RESTI'RM'S.— 707 S.F.) 413 S.F. SINGLE UNIT (15 EACH) OR 826 S.F. DBL. UNIT (7 EACH) + 1 SINGLE TOTAL LEASE SPACE = 6195 S.F. T,H.. r•l Al r 1 1'7'-11f t (EXIST. 29'-2" (EXIST: -_ 29'-2 (EXIST. 29'-1 Y' E-xIST.�_ 13'— 4 77 —1 1 7 —.1 1 13 --- 4 71-11 7 —11 21 -- n Al 1 I 1 S.H. TYP. i Tl/ 13 I Al' I I I I I © NEW ELEV. II II SUITE 11 413 S.F. SUITE 6 413 S.F. SITE 12 SUITE 13 jj SUITE 14 41;3 S.F. 413 S.F. 413 S.F. I I I I I I I I I I I LI �I [!� 30x8 %c WIRE(TYP.) I �J If it I I I I I SUITE 5 SUITE 4 SUITE 3 411'3 S.F. 413 S.F. II 413 S.F. I I II EXIST, WALL MAY I -BE DELETEED FOR CHER SUITE M I I P20POSED 2ND FLOOR PLAN i /E�, = i )—o" (Po oce�c n �l vc� n �FE. -4 , FPTI O N co I r_ 9'-6 1 /2"± OFF! .� 3dx6 �HC 'I I EXIST. WALL i r OFF. © 3 _ ENLARGED SINGLE UNIT FL00FLOOR, PLAN - 1/4" = t'-0 (SURE t iHRU 14) SUITE 15 413 S.F. W. IDIOM F I I I I I I I I SUITE 2 �� SUITE 1 413 S.F. II 413 S.F. I I I I I I I H Ii UR OUT NEW 2nd II F � L. COL. ABV. 1 st . BRICK COL. (TYP.) FUR OUT EXIST. WALLS AS REQ'D. AFTER REMOVAL OF BRK. VENEER & FINISH OUT w/ GYP. BOARD (TYP.) co i RFIVIto�s: Its REVISED NSW LAYOUT F r - 'RE SrrDKCERIQR:>& ELkV2. TQ .A R CHANGED,; J1F. 4 Af TMI~NTS`, 1 GRAB BARS w/ SO IQ HANGED WAF'T'S BACK' E3Lk'G. 0 3S' HT. (TYR) � TO OFFICES S Q1 .. p0ivamm I 0 EXTEND EXIST.. yq;C. PARTY WALL ~i -,AS SHOWN ELEV. OFF. FUR OUT 4" FOR r -------- , il• C PLUMBING OIL V URN. CI 34x68FHC kNEW PARTITION m • SHADED) —6 11211± 1/2" 41_ 1" lAv EXIS r WALL FF' 30x8MC Q 9 6X9 w.C: I'' u LL �- \ 8'--7 41--11 EXIST. WALL FINIM RECEPTION 7#0 W. 5'-d' TURNING �r DIAMETER (TYP:)' 30x6 aNG " F.E. 2A- 108C EXIST: DBL. Ox68 FIRE --E , PLUMBING C. D,F. (TYP.) STACK. M ENLAR,GEQ FL00_P,,.,, PLAN - 1/4!p = 1'-0" (SUITE 15 & RESTI'RM'S.— 707 S.F.) 413 S.F. SINGLE UNIT (15 EACH) OR 826 S.F. DBL. UNIT (7 EACH) + 1 SINGLE TOTAL LEASE SPACE = 6195 S.F. FUER TABLE .4Q31. STANDARD. ,PLQM215G CODE BUSINESS OCCUPANCY 7820 GROSS S.F. / 100 791 PERSONS W.C. REQ'D. = 23 = 4 —0-3 WC. + 1 URINAL PROVIDED LAV. REQ'D. = 49 2 4 (PROVIDED DRINK. FOUNT. — 100 -- 1 -----+«-1 PROVIDED SERVICE SINK = 1 REQ'D. —'~-1 PROVIDED DRAWN J..F., T.H. T,H.. ^T 7/27/00 SCAB CC PY13,,101T AS NOTED. . THAWW HF�L.NRI(;kf AFFC1111tOT hnritp � ��� `N�!* ' arierva aWrtmgn Igyl r/9ht', a4PY,r(¢I'Ik 'anQotAgr pprgPrL y ,riyhl>f q .phew•, Fk, N idaast and.,!?rgiq r Th•rwf . Iaeab darign#, and:glgnr pre:; riot;tp CA-fbprodu •d.churl�tl�. ., .. SHEET NO..' ' or. .. gapiar}aa•, any, fgrm .. qr, mghnar w gp.aoaivr -na/ (r .. ih•y 6q by db 4 m�., Sa WFiy 1FIrd p4riY wipha t 4lrMt`.ahlaln7r � llthwrrt. •. •xpzml FIEINFkwAlICH�te '. p•rmta•ivn Tj1QR�AH,ChjIISQT'• VlRtrrE:N. pIl1EN91QNy ON 7FIESk SFQV F. RIi CEQEQN �yy� PRpc[ggNQ gvE.ri 5V& OIMEN$IQN3t A3 CppINTWTOR-.*fq"pQLi.yEERUPo . DIM0451GN5 Q MID_ froNSEE.QN'7il�" '11114 /V��CA41.: JGIV /Wp CVaHrAI dFl�FnQtFITF of 'QiMCN 51pNS AMp QNQrrIQN� SfIOWN fi/ 7MESE hRAWING9. r O � r/r 1_/0 �F 170U:R, SH .TS. AS -BUILT F oNT 1/spl= 111-Y, LE VAT I ON BERMUDA AWNING (TyP-) -,,-METAL ROOFING T, 4 il till "i*1 INRlk P ilt ii� I I 17TI 7-, 77,1 SLIMULATED 1 7 P �=7 7. 7t7 7117 - 7 2 /—BRICK ATFERN % JCCO TO MATCH XIST .7 BRICK WORK ALT SMOOTH 7-'- 7 II rh it adR O 77 7� iiX RE STUCCO TU �FIN�ISH 7. -.--7 F, -7 - 77, v, r �7 �2 L-7 :7 METAL Q 7 M:zm 14 h 'i WE L MOM- 0:19 li NEW WROUGHT 1RON COL. PK�. MIRROR IMAGE EXCEPT ST oP..O- S E D O N T ELEVATION 2'ndREAR FL.ELEVRENOVATION ONLY; 1st FLOORFOR TO STOREFRONT REMAIN AS 1FLOOR) IS) 1/8„= 1,—01> NEW MASONRY ELEVATOR 'SHAFT AND EQUIP ENCLOSURE Ff -EXISTING NEW 6' STL. RG. WALL PIPE COL. PR,, oP oS E DE Af' ELEVATION- 1/8 NEW 0' STL. PIPE COL. EXIST. STUCCO EXIST. EXIST. BRICK BRICK 4r, ff —f4 G It I L 1. L J ti is aA %. it 1, L!00i I I ji! I. .A PROVIDE OPN'G, POR NEW ELEV. DOOR , IL 'I GNT S I DE EL.E.VATION (1,EFT SIDE MIRROR JMAGej An Z. w 77'7� DRAWN T. DATt 7/2m7/00 COPYRIGHT -1 AS NOTED 10 lay REVISED'NEW LAYOUT J, F. .10/1 3/OQ REVISED EXTERIOR J.F. 12/18/00 RE-ASEQ, ADDED REAR COLUMNS T.H. 2 Z. 1 �ILQ- I REVISED WINDOWS 6/14/01 J.F. ADDED BERMUDA AWNINGS J,F, 05 01 PROVIDE OPN'G, POR NEW ELEV. DOOR , IL 'I GNT S I DE EL.E.VATION (1,EFT SIDE MIRROR JMAGej An Z. w 77'7� DRAWN T. DATt 7/2m7/00 COPYRIGHT -1 AS NOTED 'r P 19 R H FJ N Rj C H S AR C Il I I T EU T JOB NO. I I 11� to I I r10A It, 9G�ol ” " lt� IIvyr r rypbd' h) n1l 0 *111.15 0 n a c r 6 9"." "1 3 z"(1: ! c b 'I nqd. 'SHE & orlF.y id pe p. dgn�cl in yuy 1111rdw trthg 4� aV Hd f I tt 9 n rrbh tKpj' xWiO, a 91NRIcHs 6RcH140F1OT ZE, tIZE 111I III, . N, r OVER A. 4 c T l, 11 11111 51, L m p Be 1, 15 Xllslr� go, R ALL T 4 ENT10 N 7 ' 14% wt,_� 17ONS ON T IE 4rZ,%450 OTMED pF =i 05 THE ' I 014=10NS, AND CONOM(As 2 6w 13Y THESE QF�AWINCM 0 F6;E;T!) FIyE:§H , 2ND FLOOR, CORR, I DOR HVAC PLAN 1/8 IF _ 1, _orf 2ND FL. CORRIDO ELECT, LEGEND I. �..� FLUORESCENT LIGHT FIXTURE -ey- INCAND. L.T. FIXT. I-0 EXIT LIGHT FIXTURE. 41:Ll" EMERGENCY LIGHT FIXTURE. P.C. PULL CHAIN F'I'CEPTACLE s L'I. SWITCH -WAY LT. SWITCH G.F I GROUND FAULT INTERRUPTED D, DISCONNECT q JUNCTION BOX. II II II II II I ELECT. I I PNL. ELECT. PNL. ELECT. I I II ELECT. PNL. ELECT. rJ -, PNL. II II L— DOUBLE EXTERIOR OFFICE SUITE- ELECTR I CAL PLAN- 1/8 19= ,._a,. f2ESTRM'S LIGHTING / EXTERIOR fZESTROOM'S ELECTRICAL PLAN CL'G. PLAN 24" x24" SUSP'D ACOUST. TILE GRID 6 8'-O" A.F.F. (TYP.) I I I► I I I I - I r - I A I i 11 I II I I--• �1 A A - { Irl I I I I I I I 1 1 I I I L I I I I► I I— I T -t- .� �_ .T A - I I I I I I ► I EI�GT{ jr- I I ► I P. I III u 1 I IIi A 1 I L, rJ �� II 1 I II d I L T' -4 J I I C C IL' III J L'— _ , ' DO.. U96. -- EXTERIOR HOUSE PANEL HVAC LEGEND a opf& � to 24"x24" Ct,G. DIFF. (CD) w/ Lip "oMANUAL ADJ. DAMPER Z 24" x24' RET. AIR GRILLE (RA) w/ FILTERI R;A. I rm Q T THERMOSTAT I I EF EXH. FAN HVAC SCHEDULE RTU -1 : CARRIER #50ZHO24 (OR EQ.) 2 --TON ROOFTOP HEAT PUMP A/C, 3 K.W. HEAT STRIP, 850 CFM RTU -2 • C;ARRIER #50ZH036 (OR EQ.) 3—TON ROOFTOP HEAT PUMP A/C; 3 K.W. HEAT STRIP, 1300 CFM RTU -3 : CARRIER #50ZH048 (OR EQ.) 4—TON ROOFTOP HEAT PUMP A/C; 3 K.W. HEAT STRIP, 1700 CFM OFF ICE SUITE LIGHTING / CL.'G. PLAN i 16P = i, - o» SINGLE UNIT HVAC PLAN FIXTURE SUPPLY & WASTE. FIXTURE G.W. CD. I I Z285 I 2" cFm 3/8" — I' I . i cD -- I II I 214 cFM, 1 /2" II T CD IL I I I I HOa.NkINRICH� AN�HITE�'�;:� Irrgpy.,rrrOf'vrP l4t1 pgfnrn{,1ft Orf r�h0 cnpyyH9hp ottljY � +i � i�iQa.;,'' ' CFM I II I II k .., r • II r-� L�, CD Cl)td'm f� T N sH.r Q � rJ410400 . CFM nannir•Ir gf..,di,v�r nop'gfR hip . l0 4�`aWrlpn d td any ' CFM I I n II �R -..IL— tiAl+F.�PpRI�C�kNri6NG� S7`/&R `.. C01JTW.f"r,,,A Ss �.t.V�,tFV „^NR' EXTERIO SINGLE UNIT HVAC PLAN FIXTURE SUPPLY & WASTE. FIXTURE G.W. H. W. WASTE LAVATORY (LAV) 31T .3/8" 2" WTR. CLOSET (W.C.) 3/8" — I' DRINK. FOUNT, (D.F.) 1/2" -- 2" MOP SINK 1 /2" 1/2" 2" ALK tQT t HOa.NkINRICH� AN�HITE�'�;:� Irrgpy.,rrrOf'vrP l4t1 pgfnrn{,1ft Orf r�h0 cnpyyH9hp ottljY .TE. 15 ff RFSTR,M's.-' IGHITING / CL'G. PLAN1/8.11= lf-dl Z�s xJjj CFM TO OD CFM DOUBLE UNIT HVAC PLAN 1150= it -of) .r ► 1 .�'1 12 12" I .r' ► 12" 1 EXIST. VTR `��3" 1 ► ► (FIELD VERIFY) 3" .' �� 12" 1 i , WALL I ��J► 1 LAV ► C.O. W.C. 3"1 URN. 4» I 2" I I I {♦ 1 " 12" 1 I 1 ►� W.C. 1 LAV , 1 1 UiW.C. 12" 1 \ OL �. MOP 12�' r SINK. I D.F,{ I wAI.L SAN. RISER. DIAGRAM N.T.S. CONNECTION 5HLLF D.F. OF SAN. MOUNTED WTR. HTR. PLUMBING PLAN J.F,,:; TM, aFi�CfcE;D TH IaA��• 0 ?YRIGHT,';4S ALK tQT t HOa.NkINRICH� AN�HITE�'�;:� Irrgpy.,rrrOf'vrP l4t1 pgfnrn{,1ft Orf r�h0 cnpyyH9hp ottljY � +i � i�iQa.;,'' ' and vgpr y,rfphlidfrl,Ihr.• plvnr, grq�,gnd drdgn4 Thy��^-; drpr: drsignr tlntl plpnt qf1 k .., r • � Iot f 4�br r/prndu,ryd ah ngrd s r coPlM} !r!, dPY foCmq'nf f� T N sH.r Q � r } . nannir•Ir gf..,di,v�r nop'gfR hip . l0 4�`aWrlpn d td any ' hrdeaity W14hgg1 � olnp hi.y1. rrrr iIH .n Tlrr�lalry prrmp on ram' H Ii HC"RI C`HS,.ARINf1RgT n , VIM @PY.."IMEN8sONS'.ONI{AI.L .TNE56 ORAWINOS S tiAl+F.�PpRI�C�kNri6NG� S7`/&R `.. C01JTW.f"r,,,A Ss �.t.V�,tFV „^NR' .. BFi RCSPCMI514kC' f`Dli. �U, ANP . DIMENSI0", CONS ITONS 0ul EHE JOO, O•TFUg OFFlC U3S"BfNCfI'IF1E0QF ". . ANY' Y�tAT101� FRgM%TNE . OIMEN81000000Nij ANR.. GONCll1pN5 SIipOWWN . 9'r' .TH51509RA21%,. Fta C„J R , !�HFF-Ts IVC" HOK - T NG INEERING lrj OF SITE MPRO VEMENTS AT WEST PLAZA AT MAYPORT ROAD A'1'LA1N'1'1C I3E11C]H[ 13 Y. JAGUAR BUILDERS PREPARED BY =ANS -H' �I( � � ��1�� �1���9 CONSULTING ENGINEER= 4000--11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904388-1259) INC/I • RESIDENTIAL, COMMERCIAL AND INDUSTRIAL SITE DESIGN • LAND PLANNING AND ENVIRONMENTAL PERMtTTTNC.T • WATER AND SEWAGE TREATMENT DESIGN INDEX OF DRAWINGS SHEET GENERAL DESCRIP110N COVER SHEEP 1 2 MAPS AND NOTES 3 SURVEY SHEET _ SITE PAVING AND GEOMETRY PLAN 4 S 6 7 GRADING AND DRAINAGE PLAN WAFER AND SEWER PLAN MAINTENANCE OF TRAFFIC PLAN _ FlOBERT J g. EDGAR V � � 4 Ill�u o ' T � SCALE 1" = 500' MonVAYPORT, FLA. L•I_�- Q,ADRAN LE MAP SCALE: t = 2.000' DO SCS Soli SURVEY MAP DUVAI. C01JNTY PANEL N0: 52 SCALE: 3" = 5,000' DRAWING'S ARE SHOWN PEP A MAP WREPARtD L)URDEN LAND SJ JL' INC. 1103 SOJTH RL STREET JACKSONVILLF BEACH FLORIDA (9C4 249-726 DATD 6-2000E 2,1 PRIOR TO COMMENCEMENT OF CLEARING AND CONSTRUCTION THE CONTF;CTOR SHALL INSTALL TREE BARRICADES AS lNDICATEG ON SNBE` OF C. ALL -PEES INDICATED TO GE PRESERVED SHALL BE Pr OTECTED AND REMAIN NLIS_UFEIE, DAMAGES TO PROTECTED TREES RESULTNG FPOM THF c NTRA TCR FA. RE TG COMPLY" WITH TH15 REOJIPEMENF 5HA',.L OL IA!1�, 'EC TO THE SAW-!- OF AUTHORITIES WITH JURISDICTION AT, THE CON'RACTCR'S EXPENSE. _-' THE CONTRACTOR SHALL B-_ RE PONSIE,.E FOR T-- JNFPOL 0 ALL 'EDIMENT LADEN PUNOFP RESU N - FROM ST --PM EVE ? UR NG THE COP STRU:--O,; EFFORT. A SLI FEN SHALL yE NS14L E1 AS NDI Al D ON SHEEI 4 OF E -RI)'R 10 [HF UMMFNCFMFNT 1) LEARI ( AN) (()N PU ILN -AIH IILIZATON AND REESTABLISHMENT )VELE ON AT HI TCRREG 44EAS S a c A(C OMPI ISHF) Afi St ON .5 PCS IFI F To PRr VFNT FANSP�)R F SIT % ION 10 OFFSITE AREAS. 4-) EX WG U KITES iNu A ED ON SHFET 5 OF 6 ARE H'WN HER 7HE C� RE ORDS ATTAINABLE PPI R 70 CDUMEFCEME OF ANr _CN rRJ TIOIN .,JNTRACTOR ,,IA:_ F"p.FI „"iAT^N OF AI _RFA_ _ ANC S B .RTA _ 17, S IT h THE RESPONS16 L CF THE CN -R A_ Jrt TE, AY til Pa F; T A. L TI_�TIES. TAN11SES EHSTh 71 -:C` F _'N FROM TI r C`N7 1A=T3TT'S FAILURE TO CCMPL, WI,H .HIS RECJIREMEi T HAL_ BE REPAIREC TJ 7H- UTIJTY OWNERS SATI FAl L;N F HF -., NTFA ;R S XFIN�,,F E CONFLICT OCCUR 5ET4EEN EXISTING AND NEN J THE CN RA TCc Hy CFASF WORK AND NCTIF riE ENGIN FR FO 1 S;,. T N -A. 404 .SEtS Tjy, DIMF_NSIONING AND RADII REFER TO FACE DF CURB. FVATICN. ,;LG'!iN [HUS — RIFE FINISHED PA -MEN'. 6.} THE EN7FllF PROJEC7 SI S iN ILOOE ZCNE 'X". E" P,AN,_ NO.. '2007_ 0001 D) SEE MAI THIS SHEET. MAPS AND NO d - MonVAYPORT, FLA. L•I_�- Q,ADRAN LE MAP SCALE: t = 2.000' DO SCS Soli SURVEY MAP DUVAI. C01JNTY PANEL N0: 52 SCALE: 3" = 5,000' DRAWING'S ARE SHOWN PEP A MAP WREPARtD L)URDEN LAND SJ JL' INC. 1103 SOJTH RL STREET JACKSONVILLF BEACH FLORIDA (9C4 249-726 DATD 6-2000E 2,1 PRIOR TO COMMENCEMENT OF CLEARING AND CONSTRUCTION THE CONTF;CTOR SHALL INSTALL TREE BARRICADES AS lNDICATEG ON SNBE` OF C. ALL -PEES INDICATED TO GE PRESERVED SHALL BE Pr OTECTED AND REMAIN NLIS_UFEIE, DAMAGES TO PROTECTED TREES RESULTNG FPOM THF c NTRA TCR FA. RE TG COMPLY" WITH TH15 REOJIPEMENF 5HA',.L OL IA!1�, 'EC TO THE SAW-!- OF AUTHORITIES WITH JURISDICTION AT, THE CON'RACTCR'S EXPENSE. _-' THE CONTRACTOR SHALL B-_ RE PONSIE,.E FOR T-- JNFPOL 0 ALL 'EDIMENT LADEN PUNOFP RESU N - FROM ST --PM EVE ? UR NG THE COP STRU:--O,; EFFORT. A SLI FEN SHALL yE NS14L E1 AS NDI Al D ON SHEEI 4 OF E -RI)'R 10 [HF UMMFNCFMFNT 1) LEARI ( AN) (()N PU ILN -AIH IILIZATON AND REESTABLISHMENT )VELE ON AT HI TCRREG 44EAS S a c A(C OMPI ISHF) Afi St ON .5 PCS IFI F To PRr VFNT FANSP�)R F SIT % ION 10 OFFSITE AREAS. 4-) EX WG U KITES iNu A ED ON SHFET 5 OF 6 ARE H'WN HER 7HE C� RE ORDS ATTAINABLE PPI R 70 CDUMEFCEME OF ANr _CN rRJ TIOIN .,JNTRACTOR ,,IA:_ F"p.FI „"iAT^N OF AI _RFA_ _ ANC S B .RTA _ 17, S IT h THE RESPONS16 L CF THE CN -R A_ Jrt TE, AY til Pa F; T A. L TI_�TIES. TAN11SES EHSTh 71 -:C` F _'N FROM TI r C`N7 1A=T3TT'S FAILURE TO CCMPL, WI,H .HIS RECJIREMEi T HAL_ BE REPAIREC TJ 7H- UTIJTY OWNERS SATI FAl L;N F HF -., NTFA ;R S XFIN�,,F E CONFLICT OCCUR 5ET4EEN EXISTING AND NEN J THE CN RA TCc Hy CFASF WORK AND NCTIF riE ENGIN FR FO 1 S;,. T N -A. 404 .SEtS Tjy, DIMF_NSIONING AND RADII REFER TO FACE DF CURB. FVATICN. ,;LG'!iN [HUS — RIFE FINISHED PA -MEN'. 6.} THE EN7FllF PROJEC7 SI S iN ILOOE ZCNE 'X". E" P,AN,_ NO.. '2007_ 0001 D) SEE MAI THIS SHEET. MAPS AND NO �o Pao �oada ��F mo o n p m�LL —� _- _ _ _ _ _ _ _ _ _ _ 299.49' FROM SSMH TO SSMH _ (i0' RIGHT-OF-WAY) — -._ 6"PVC `�� 6" PVC SEWER SER`nGE STN (PAVEp ROAD) — — _ - I _ (03ESOd 5V) W E S T P L A Z A A S P H A E T P A U L MEN i 254.80' -- NOTE'. THF, APPROXIMATE OCAIIIUNS OF EXISTING SEWER STUB -OUT AND E%ISTINO; WATER MAIN HAVE BEEN SHOWN ON THESE PLANTS USING INFORMATION PROVIDED BY THE EURA.TOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING. THE F%ACT I OCATIDN OF EXISTING WATER AND) SEWER SERVICES. GRAPHIC SCALF IN FEET ) 1 fnch = 20 It VDTE. A REPORT OF GEOTECHNICAL EXPLORATION HAAS 3EEN PERPARED BY ATLANTIC GEOTECHNICAL AND ENVIRONMENTAL 5ERAACE5 DATED APRIL 27. 2001 AND AVAILABLE AT THE ENOINEEEWOFRCE ALL PAVEMENT CONSTRUCTION SHALL 51RICKLY �GNFOKM TO THE RECOMMENDATIONS IN THIS REPOFRT. INSTALL t PVC SEWER SERVICE n Lk (9) COBBLE CHECK VAI.VP BACKFLOW PREVENTER INSTALL 1-1/2" PVC WATER SERVICE 6' CHAIN LINK FENCE 254.804 (NOT OPEN) ( F O R M E R L Y W E S T P L A Z A) SITE PAVING AND GEOMETRY PLAN GRAPHIC SCALE ( IN FEED ) 1 loch 20 It, d BENCHMARK SET BOX CUT IN NE CORNER TRAFFIC SIGNAL PAD ELEv TON -1285 1-1/2" WATER METER CONNECT TO EXISTING 8" WATERMAIN W/ 8 X 8" X A.-1/2TAPPING SADDLE LEGENU: SYMBULS AND ABBNEVIAIIUNS CUNLLSb UIHLRN DENOTES 1/2" IRON PIPE FOUND (LD 6645) DENOTES 1/2' IRON PIPE SET (IE 6645) 101 DENOI ES PIN OR NAIL AND DISK SET (PW 1619 A DEMOTES PIN OR FIAIL AND DISK ECUND (PLS " O DENOTES 4'1'0 CONCRETE MONUMENI SET ("PRI O DENOTES 4"x4 CONCRETE MONUMENT FOUND 0 DENOTES ' X " CUT FOUND ORV DENOTES OFFICIAL REOORDS VOLUME DENOTES CENTERLINE R/W UINO IES RIGHT -DF -WAY IJ OFNOTFS IDENTIFICATION DENOTES TREE (SEE DESCRIPTION FOR SIZE 4 1 P DENOTES PINE TREE DENOTESOAN TREE R DENOTES HAY TREE PM DENOTES PALM TREE WO TW DENOTES WATER OAK DENOTES TWIN CLSTR DENOTES CLUSTER NOTES' f.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVE' SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. S.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X' INSURANCE RATE MAP REVISED APRIL 17, 1989, COM s. R/w nE Y�sT PwzA �- REGRADE 500 LF(+-) OF T coNSTRpcT SWALE OVER EXISTING SOUTH ROAD SIDE 'zo 15' ADS_ sroaM i SWALE FROM NEW INLET TO ��3� SEWER PIPE ®0.20% EXIST. CATCH BASN AT P xl i zzf ORCHID STREET 0'0 .20% _-_---- -. ` ---_ `_-__-_t- -------------- - �1� n BALES N LT SL INHAv rA - - - T 50' RICHT-OF-WANSiALL IAv� -------------/1 _ _ 8"PVC _ _ _____ In. ___ _rS ___ __r 299.49' FROM SSMH_TO_SSSMH W E S T T9( P L A Z AINLF.T 1oP=Dedx- - --o�---- ---- °r�--- ------- l - - =L __ gym. 254.80/ INSTALL 150 OF 15'. OAO ro l -----(-) r J INSTALL '0. LF j 15'j�O� N _(vAUS-NIL S UHM S A r0 ( AD5-N12 STORM .��SEWER ®0208 SWALE r J � BALES AiTRENT J J EDGE OE PAVEMENT TYP12- - - l 3� J a ell v i. j 12.0 o K V�i i�7J J l� v J VEST PLAZA - - rr. - - - - 12 - o t2 9 - -X xX =XJ _~r 12.30!��FOUND 5/8I 11.5 ® /rs; J12.0 NS FALL TYPE -C' INLETREBAR I`NCT SWALE OVER iwmz A L NO IDfr 1 131(/S"ADS N12 STORM i� i �' INV. I5 E. & W 9.12 CONSTRSWALE OVER Ic`J 1 2 �V 122D SEWER PIPE ®D.20% A Zz; 15" ADS N12 STORM I ------- IR I's 21� SEWER PIPE Q 0.20R 11151111T "IDOTTOM rc I 1.5 DD ! 12.J0 12.30 12.50 • a GRADE W�®WALL = 12.0tj YH SW NLESW NLE OAS EXIST. AGROUND (,-) 6 SLOT I' DIA. RATE AFFIL ) J 2' 2' ' 4" TK. - CONC. SPILL PAO TRUCTURF DETAILS INSTALL 4" PVC PIPE NN/12" TURN UUWN. CAP FND 1F• y & A 3,5" OLVR - HOLE LE IIN IIN CENTER OF CA? FITTING 71.20 �y w - 3t a SOD DISTURBED AREAS -►jam 1 ov .. ...--- ....... 10 a I ® tro 2} d FINISHED GRATE ELEV. 11.50 1'2 INV 12" i 1 2 +-DOWN a SMS RESERVOIR DRAINAGE AREA DIVIDE LINE(TY1 3 w (TYP) I 1 a o., l IN FORM SWALE IN.pSpHIIT PAVFMFNT OVER STORM 1111 I 1 j S K � I LI DENOTES 4"x4' OONORETE MONUMENT F( I N R METHODOLOGY: MODIFIED RATIONAL METHI00(FDOT APPROVED SOFTWARE) DESIGN EVENTS: SYR - 24HR & 25YR -_ 24HR' V INSTALL TYPE 'C' INLET 1' ft/W DENOTES RIGHTRLINE 'i ®•,�� I / F'NISHEU GRATE ELEV. = 11.00 INV t2 5.=9.00 9 DENOTES TREE (SEE DESCRIPTION FOR S TOTAL BIT RALL2YR - 5 INCHES P OENOTES PINE TREE 013 ACS. 1'2 /- LXISIIN(; GRAUL 1 LLQ _ pl/ ..11 S. ROADSIDE WD DENOTES WATER OAK TWDENOTES TWIN CONSTRUCT "V' BOTTOM 1'c 'N`Y// SWALE NOTES: O PREVENIT 12.0, \; yp 1 ®SWALE MWMEANDERE AROUND �;' 211T- 24HR DEMGH WATER ELEV. - 11.82 2YR- SIGN = T.30 C.F.S. 12" E%IST. TREES TO REMAIN 1 NOTE; EXIST. SOUTH ROAD C; / 1 SIDE SWALE SHALL BE REGRADED TO MATCH PRE 13. C)01 4,11 CONSTRUCTION CROSS- TION FOLLONG / AREA DIVIDE LINE(TYP) INSTALL 130 LF - i. �� 110. 12•' COVER(MINIMUM) SECWI INSTALLATION OF STORM I2- ADS-ul2 STORM 5E`W_ SEWER -INSTALL STEEL TRASH SKIMMER B � TO PREVENT o CLOGGING OF ' o _HOLE cli r o 1 4 CONSTRUCT BERM, �; TOP ELEV. = 12.0 1 J 1 T� = (SEE SECTION 1S-13) 1 CONSTRUCT BOTTOM l_ SWALE W/4.1 SIDE SLOPES SECTION A -A 00.59w MEANDER AROUND E%ISTD TREES TO REMPIN---- • d SCALL: I" 4' NORIMETAL INSTALL SILT FENCE AROUND \ 1' = 1' VERTICAL ENTIRE PROJECT SITE. SILT FENCE SHALL BE INSTALLED 1. --..... .. .,... _. CONTINUOUS - IT IS SHOWN AS YJ A DROKEN LINE. ON THIS DWG. 2' TK. FOR CLARITY OF OTHER INFO 2 4" r� II CONC. SPILL PAD `O ' 1 ov I (� W I ® tro OTo s -I 2 FINISHED GRATE ELEV. 11.50 1'2 INV 12" i o 2 INY. 12" 5-W. m 9.94 2V +-DOWN S-1 SPOUT I - a (TYP) I 1 � 1 B I I FORM SWALE IN.pSpHIIT PAVFMFNT OVER STORM 1111 I 1 1 I I LI DENOTES 4"x4' OONORETE MONUMENT F( P05TDEVELOPENT -C" = 0..]4(0.80 ACS. IMP.; 0.39 ACS. - LAWN) ® DENOTES X CUT FOUND METHODOLOGY: MODIFIED RATIONAL METHI00(FDOT APPROVED SOFTWARE) DESIGN EVENTS: SYR - 24HR & 25YR -_ 24HR' INSTALL TYPE "C' INT CAP 12" ft/W DENOTES RIGHTRLINE 'i ®•,�� I / FINISHED GRATE ELEV. - 11.70 ' INV. 15' E. = 8.12 rL 9 DENOTES TREE (SEE DESCRIPTION FOR S TOTAL BIT RALL2YR - 5 INCHES P OENOTES PINE TREE 013 ACS. V'fRUI STORMWATFR MARACEMFNT SYSTEM U-aLRVQIR D 1 INSTALL STEL TO S-2 I 13.00 I WD DENOTES WATER OAK TWDENOTES TWIN TRA 5H SKIMdMEH P� I NOTES: O PREVENIT /L yp 1 CLOGGING 0)F 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD Z 211T- 24HR DEMGH WATER ELEV. - 11.82 2YR- SIGN = T.30 C.F.S. 12" 1 HOLE. OPEN �J---------_ ---- ---------- FINISHED FLOOR AT BOTTOM ONLY ' 1 ov I (� W I ® tro OTo s -I 2 FINISHED GRATE ELEV. 11.50 1'2 INV 12" i o 2 INY. 12" 5-W. m 9.94 2V +-DOWN S-1 SPOUT I - a (TYP) I 1 � 1 B I I FORM SWALE IN.pSpHIIT PAVFMFNT OVER STORM 1111 I 1 1 .1 I / H I„ STRUCTURE DRAINAGE II a y9j s`( ov INSTALL STORM MANHOLE FIN1511ED TOP = 12.3D(+-) RENAINND I 12.10 AREA DmnF nuE(TYv) 2 FINISHED GRATE ELEV. 11.50 1'2 INV 12" IN5TALL TYPE "C' INLET ' r •n �J HNI SHED GRATE ELEV. 11.50 o 2 INY. 12" 5-W. m 9.94 2V ' J NV 15' w. 9.69 CONSTRUCT "Y BOTTOM r` asp J ASIOE SLOPES i v - a sa Jr 12 INSTALL 20 LF = 12 12.5 AUS-Ni2 SIUNM SEWER ®O SOR 10.5 -------------- 9.5 INSTALL MOD. TYPE "C INLET �6.5 FINISHE GRATE ELEV. 0 _ 5 5 V. 12' N.W. = 10.00 (SEE DETAIL SIFT OF -) 45 35� CONSTRUCT STORM WATER MAN AF.fMf T EFIFIRIPIR wTH 4:1 SIDE SLOPES (SEE DATA BELOW) S-6 INSTALL PRECAST- _ 15" M. E.S.. INV INSTALL I O LE -- IL' NI2 STORM SEWER® 0. PIPE "AND FlTTINGS(T'rP) j 0.52 ACS. TO S-4 rp; INSTALL STORM MANHOLE FIN1511ED TOP = 12.3D(+-) RENAINND I 12.10 AREA DmnF nuE(TYv) A pJ lJ FINISHED GRATE ELEV. 11.50 1'2 INV 12" I I• INV. 15" W.& N. Q I I r I 1 o 4 0.50% DENOTES I/2' IRON PIPE FOUND U.I. 88 _ 12.10 12.00 B I I FORM SWALE IN.pSpHIIT PAVFMFNT OVER STORM 1111 I I I INSTALL 20 LF = 12 12.5 AUS-Ni2 SIUNM SEWER ®O SOR 10.5 -------------- 9.5 INSTALL MOD. TYPE "C INLET �6.5 FINISHE GRATE ELEV. 0 _ 5 5 V. 12' N.W. = 10.00 (SEE DETAIL SIFT OF -) 45 35� CONSTRUCT STORM WATER MAN AF.fMf T EFIFIRIPIR wTH 4:1 SIDE SLOPES (SEE DATA BELOW) S-6 INSTALL PRECAST- _ 15" M. E.S.. INV INSTALL I O LE -- IL' NI2 STORM SEWER® 0. 'J APS `37 ND ;/a" r f�rTr �� wren Tr -rrr wcaN� J REND BAR 5WAL ID Go'. p F -I 0,7 s'(m) IV d reT B Q l D _ 1, .6 , , . . , V . . /, . . . . . 6 SECTION A -A THRU SMS RESERVOIR SCALE. 1 - 20 HORIZONTAL 1" 4' VERTICAL OF �1zsD 1?y I ' I BOTTOM >E SLOPES PIPE "AND FlTTINGS(T'rP) j 0.52 ACS. TO S-4 rp; INSTALL STORM MANHOLE FIN1511ED TOP = 12.3D(+-) RENAINND 12.10 INV. 12" S. = J JI A pJ lJ FINISHED GRATE ELEV. 11.50 1'2 INV 12" �n INV. 15" W.& N. 1.46 1 INSTAi1 - TF _ 15" ADS -N12 STORM SEWER 4 0.50% DENOTES I/2' IRON PIPE FOUND U.I. 88 1 B I I FORM SWALE IN.pSpHIIT PAVFMFNT OVER STORM 1111 I - "- I I I LI DENOTES 4"x4' OONORETE MONUMENT F( P05TDEVELOPENT -C" = 0..]4(0.80 ACS. IMP.; 0.39 ACS. - LAWN) ® DENOTES X CUT FOUND METHODOLOGY: MODIFIED RATIONAL METHI00(FDOT APPROVED SOFTWARE) DESIGN EVENTS: SYR - 24HR & 25YR -_ 24HR' INSTALL TYPE "C' INT TOTAL RAINFALL: OYR = 7.5 INCHES; 25YR = 9.5 INCHES METHODOLOGY; SCS UNIT HYDROGRAPH($;RWND APRRDVEO PRncaAM) ft/W DENOTES RIGHTRLINE 'i ®•,�� I / FINISHED GRATE ELEV. - 11.70 ' INV. 15' E. = 8.12 rL 9 DENOTES TREE (SEE DESCRIPTION FOR S TOTAL BIT RALL2YR - 5 INCHES P OENOTES PINE TREE 013 ACS. K OENDIES OAK TREE STORMWATFR MARACEMFNT SYSTEM U-aLRVQIR D B DENOTES RAY TREE TOP OF BANK = 12.5 TO S-2 I 13.00 I WD DENOTES WATER OAK TWDENOTES TWIN RS P� I NOTES: SYR - 24HR DESIGN HIGH WATER ELEV. �- 11.69 /L yp 1.) BOUNDARY INFORMATION WAS TAKEN FROM d SURVEYORS, INC. REWSED DATED 3/24/00, F NF W 1,S,4(JO SF COMMERCIAL BLDG. 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD Z 211T- 24HR DEMGH WATER ELEV. - 11.82 2YR- SIGN = T.30 C.F.S. INSURANCE RATE MAP REVISED APRIL 17. 19E �J---------_ ---- ---------- FINISHED FLOOR /+-STRUCTURE DRAINAGE 13. C)01 DOWN / AREA DIVIDE LINE(TYP) ELEV. - I (Tu I 'J APS `37 ND ;/a" r f�rTr �� wren Tr -rrr wcaN� J REND BAR 5WAL ID Go'. p F -I 0,7 s'(m) IV d reT B Q l D _ 1, .6 , , . . , V . . /, . . . . . 6 SECTION A -A THRU SMS RESERVOIR SCALE. 1 - 20 HORIZONTAL 1" 4' VERTICAL OF �1zsD 1?y I ' I BOTTOM >E SLOPES N' CHAIN LINK FENCE -1J 254„00 N rp; T/x2 _ RENAINND INSTALL TYPE "C" INLET A pJ lJ FINISHED GRATE ELEV. 11.50 1'2 INV 12" �n DING AND DRAINAGE PLAN GRAPHIC SCALE 0 LEGEND: SYMBOLS AND ADBRE`AANON5 (UNLESS DENOTES I/2' IRON PIPE FOUND U.I. 88 DENOTES 1/2IRON PIPE SET (LB 6645; ( IN FLEET) 0 DENOTES PIN OR NAIL AND DISK SET (P' 1 inch = 20 tt. DRAINAGE DESIGN DATA: DENOTES PIN OR NAIL AND DISH FOUND O DENOTES 4x4' CONCRETE MONUMENT 51 DRAINAGE AREA TO SMS RESERVOIR = 1,10 ACRES PREDEVELOPMENT -C* m 0.30(WOUDS IN GOOD CONDITION) LI DENOTES 4"x4' OONORETE MONUMENT F( P05TDEVELOPENT -C" = 0..]4(0.80 ACS. IMP.; 0.39 ACS. - LAWN) ® DENOTES X CUT FOUND METHODOLOGY: MODIFIED RATIONAL METHI00(FDOT APPROVED SOFTWARE) DESIGN EVENTS: SYR - 24HR & 25YR -_ 24HR' ORV DENOTES OFFICIAL RECORDS VOI TIME DENOTES CENTERLINE TOTAL RAINFALL: OYR = 7.5 INCHES; 25YR = 9.5 INCHES METHODOLOGY; SCS UNIT HYDROGRAPH($;RWND APRRDVEO PRncaAM) ft/W DENOTES RIGHTRLINE 'i PREDEVELOPMENT CURVE NUMBER - 65('WOUDS/GRASS: GOOD COND.) ID DENOTES IDENTIERATION POST DEVELOPMENT CURVE NUMUEL = W9(3,83 ACS IMP.; 3.39 ACS. LAWNS)) DESIGN EVENT 2YR - 24HR 9 DENOTES TREE (SEE DESCRIPTION FOR S TOTAL BIT RALL2YR - 5 INCHES P OENOTES PINE TREE ASSUMED TAILWATER ELF. V. - 11.00 K OENDIES OAK TREE STORMWATFR MARACEMFNT SYSTEM U-aLRVQIR D B DENOTES RAY TREE TOP OF BANK = 12.5 PM DENOTES PALM TREE AREA AT T.O.B. = 0.20 ACRES DESIGN NORMAL WATER LEVEL = 10.00 WD DENOTES WATER OAK TWDENOTES TWIN ARCA AT D.N.WL. - 0.12 ACRES BOTTOM ELEV. = 3.5 CLSTR SERIOUS CLUSTER ARFA AT BOTTOM = 0.004 ACRES NOTES: SYR - 24HR DESIGN HIGH WATER ELEV. �- 11.69 - 24HR PEAK "".ABC' RATE - O,G CFS 25YR - 24HR DESIGN HIGH WATER ELEV. - 11.78 1.) BOUNDARY INFORMATION WAS TAKEN FROM d SURVEYORS, INC. REWSED DATED 3/24/00, F 25YR - 24HR PEAK DISCHARGE RATE - 0.69 CFS 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD Z 211T- 24HR DEMGH WATER ELEV. - 11.82 2YR- SIGN = T.30 C.F.S. INSURANCE RATE MAP REVISED APRIL 17. 19E DESIGNED BY: IPROJECT W I I _299.49' FROM SSM. TO SSM. (50' RIGHT-OF-WAY)_ Ond..B-----------------------------�- _ (PAVED ROAD) (mlcnd cv) W E :i 'C 254.80' C.O �B:ice �o OTE: THE APPROXIMATE IOCAPONS OF EXISTING SEWER S RIR-OUT AND EXISTING WATER MAIN HAVE BEEN SHOWN ON THESE PLANS USING INFORMATION PROVIDED BY THE SURlEYOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF FXIG_G WATFR AND 'Il MR SERVICES. GRAPHIC SCALE e IN FEET ) 1 incl - 20 It ITE'. A REPORT OF GEDTFCHNICA(. EXPLORATION HAS 'EN PERPARED BY ATLANTIC GEOTECHNICAL AND IVIRONMENTAL SERVICES DATED APRIL 21, 2001 ID AVAILABLE AI THE ENGINEEERS OFHCE. L PAVEMENT CONSTRUCTION SHALL STRICKLY INFORM TO THE RECOMMENDATIONS IN THIS REPORT. INSTALL 6" PVC SEWER SERVICE 03 �I7N7 �ry 5 T I oIn 9 p l 1 I 5•pn \+� CONNECT INTO CXISPNG n E ig - 6" PVC SEWER SERVICE ,a P L A Z A ASPH ' � AlT PAVEMENT a �o --—�-�_ L I ti S5 m a INSTALL 1- 1/2" PVC WATER SERVICE 254.00' (NOT OPEN) ( F O R M E R L Y W E S T P L A Z A) DOUBLE CHECK VALVE BACKFLOW PREVENTED WATER AND SEWER PLAN GRAPHIC SCALE ( IN F'E9f ) L inch = 20 n. BENCHMARK: SET BOX CUT IN NE CORNER TRAFFIC SIGNAL PAD ELEVATION=12.85 !-I/." WATER METER C ONNECI TO F.XIFT1NG A" WATERMAIN W/ 8 X 8 X 1-1/2 TAPPING SADDLE LEGEND' SYMBOLS AND ABBREVIATIONS (UNLESS OTHER_W_1S 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) OENOIE. 1/i ET (LO 45) d RI DENOTES PIN UR NAIL AND DISK SET (PLS 1674) 4 DENOTES PIN OR NAIL AND. DISK FOUND (PLS 167 nOF NOTES 4',4" CONCRETE MONUMENT SET ("PRM ED DENOTES 4`v4" CONCRETE MONVMENI FVUNU ('PI ® UH -TES ' - CUT FOUND ORV DENOTES OFFICIAL RECORDS VOLUME PE DENOTES CENTERLINE R/W DENUILS HIVHI-OF-WAY ID DENOTES IDENTIFICATION © DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYI P DENOTES PINE TREE UENUILS OAK TREE 8 DENOTES BAY TREE PM DENOTES PALM TREE WO TW OENUTESWAFER OAK DENOTES TWIN CL 61 DENOTES CLUSTER NOTES_ 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY SURVEYORS, INC. REVISED DATED 6/24/00, FILE NO. 2 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE -X', INSURANCE RATE MAP REMSED APRIL 17. 1989, 00MML nr¢Ir...0 Rv IPPIPIT - (;LNF RAI NOTES: n.) WHEN VEHICLES IN A P,AB11NC ZONE BLOCK THE LINE OF SIGHT TO TCZ: SIGNS OR WHEN TCZ SIGNS ENCROACH ON A NORMAL PEDESTRIAN WALKWAY THE SIGNS SHALL BE POSTMOUNTFO AND LOCATFD IN ACCORDANCE PATH INDEX 17302 5 ) THF FI ST T WARNING SIGNS SHALL Hp 18" X 18'' (MIN.) ORANGE SLAGAND A TYPE 0" LIGHT ATTACHED AND OPERATING AT ALL TIMES. MESH SIGNS MAY BE USED FOR (DAYLIGHT ONLY) OPERATIONS TYPE "8" LIG-5 AND ORANGE, FLAGS ARE NOT REQUIRED. CLOSURE IIME EXCEEDS 12'. HOURS T.) DUAL SIGNS ARE REOUIIRfO FOR GIVIDCD HIGI -YS RANGE BARRICADE VERTICAL PANEL NO LIGHT AT NIGHT ONLY BARRICADE T AT NIHT ONLY PANEL IE, CONE OR DRUM 0 O N d 2� 6' CHAIN LINK FENCE G) 254.80' (NOT OPEN) ( F O R M E R L Y W E S T P L A Z A) MAINTENANCE OF TRAFFIC PLAN GRAPHIC SCALE I INFEuI 1 1MoL = 20 R. �> - n EM n Im = �g 11 �p d y a ' STOP SIGN AAD INSTALL REMOVABLE TUP REMOVABLE STOP BPR MARKING. So 1 ' RFUObF nR mKRFnSTING STOP SClI AND REINSTALL WHEN THROUGH LANE REOPENED TO TRAFFIC .OSEDK Tlo 0 cm / �4 A Q i - Em w O W x 3 o 6,>rya GRAPHIC SCALE N S Q"`�6 m "Ilmw 1 \n zl� X d (( oai L m g 1 Inch 20 f!. L 1� — _ 190': FROM SSM- TO SSMH /50 RIGIL-OF -WAY) _-------_-------1-_______________Y_.........___. _.__...._.__... - fi PVG — ..,. ....__ (PAYED ROAD) (03150d Stl) W E S T P L A Z A I I A S P H A (f PAVEMENT _ -- — Ai"; (;LNF RAI NOTES: n.) WHEN VEHICLES IN A P,AB11NC ZONE BLOCK THE LINE OF SIGHT TO TCZ: SIGNS OR WHEN TCZ SIGNS ENCROACH ON A NORMAL PEDESTRIAN WALKWAY THE SIGNS SHALL BE POSTMOUNTFO AND LOCATFD IN ACCORDANCE PATH INDEX 17302 5 ) THF FI ST T WARNING SIGNS SHALL Hp 18" X 18'' (MIN.) ORANGE SLAGAND A TYPE 0" LIGHT ATTACHED AND OPERATING AT ALL TIMES. MESH SIGNS MAY BE USED FOR (DAYLIGHT ONLY) OPERATIONS TYPE "8" LIG-5 AND ORANGE, FLAGS ARE NOT REQUIRED. CLOSURE IIME EXCEEDS 12'. HOURS T.) DUAL SIGNS ARE REOUIIRfO FOR GIVIDCD HIGI -YS RANGE BARRICADE VERTICAL PANEL NO LIGHT AT NIGHT ONLY BARRICADE T AT NIHT ONLY PANEL IE, CONE OR DRUM 0 O N d 2� 6' CHAIN LINK FENCE G) 254.80' (NOT OPEN) ( F O R M E R L Y W E S T P L A Z A) MAINTENANCE OF TRAFFIC PLAN GRAPHIC SCALE I INFEuI 1 1MoL = 20 R. �> - n EM n Im = �g 11 �p d y a ' STOP SIGN AAD INSTALL REMOVABLE TUP REMOVABLE STOP BPR MARKING. So 1 ' RFUObF nR mKRFnSTING STOP SClI AND REINSTALL WHEN THROUGH LANE REOPENED TO TRAFFIC .OSEDK Tlo 0 cm / A Q i - Em w O W x 3 o <�w EQ X d oai tl �� of u' LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHER W SIDEIWgLK CE`WAUK(OSFD Q 0 DENOTES 1/2' IRON PIPE FOUND (LB 6645) DENOTES 1/2' IRON PIPE SET (LB 6845) _ ® DENOTES PIN OR NAIL AND DISK SET (PLS 1974 0 DENOTES PIN OR NAIL AND DISK FOUND (PLS 1E LI OENOTES 4`x4' CONCRETE MONUMENT SET ("PRA END O DENOTES 4'x4' CONCRETE MONUMENT FOUND ('I ROAD WORK 0 DENOTES ' X ' CUT FOUND OR V DENOTES OFFICIAL RECORDS VOLUME FL BENCHES CENTERLINE WHEN OTHER CMSTRUCTION QR RI W DENOTES RIGHT-OF-WAY MAIN)TENANCE OPERATIONS OCCUR 10 DENOTES IDENTIFICATION MTNIIN TILL SIGN IU BL UMMHILU ANS DENOTES TREE (SEE DESCRIPTION FOR SIZE h T SIGNING TO RE COOROINATE(1 IN ACCORDANCE WITH INDEX 600 P pENOTES PINE TREE K DENOTES 0.TREE R DENOTES BAY TREE PN WO DENOTES PALM TREE DENO— —HER CAN TW DENOTES TWN CLSTR DENOTES CLUSTER 101: 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEI SURVEYORS, INC. REVTSCD CALEB 3/24/00, FILE N0. 5.) THIS PROPERTY APPEARS TO UE IN 8000 ZONE 'X' INSURANCE RATE MAP REMSED APRIL 17, 1999, COMI DESIGNED BY: PRGJL( NR (i kl ul: ) AFf�uRn3i v c nvFR ICLP/fR 5120_Nts)_ 60 lbs x t s s a 5 l, o Fe ° ku�er S°v V :,noars Nvv prn Rrlar n a dr < viii n e tdI— .....a<e ' 9 n to tel ra Lila Le C vx[TE a It.loo 3e ry e. Len MelNoi kt !}diol un vsl u 5 . et ti u,'r efUse s xrfktl s RCP/CMP 1 a :na e ar: acorn us Rl rens 5 :aa ::u - s gap§sr Qrre� 4sst xn eeuptlraln tl irrt eta re s M p Rtnbarr Gr as sk. U-drab:etl Rlls kh H m y,5 @ t. mer E as °Pt° sbest on sell d ab: W l AL EL VER YEE 0 iinlNWpiGO trate) s) !J °z bs b a o sensvn a Aprun yarn eWne Grans N.1 sans la o y oo�m te'°eA6 io0s aM I iera wr Und o s ta) Ai h n xl LE ) `sf`sewaa z < k ) 120 s _ Biba 3 oz o b u : . � March- veru sevsvn anneal lepune. Marsb vertu on >nn:.al. R. - silos aces nvis'fole� <ee-adm set n z test In see<xe. mals Ae t rn. t —_ arm season ennua logume. _-"" '"- _ SDRGHAM UNDAN Asi NtIN o un n� - F Negro aryvr Y1 L s •^ Harc ffi>�T'sin�.Fi e�e;aeRioefebesinoee elantt.cmrx nV to .r�r e�ioH;"e oe awe-<Mlra a. <N. normal ,aa ne TEMPORARY SEEDING PLANT MATERIAL$ SEEDING NI)TURES, RATES AND BATES IE WAY \ Filtered R:.naFf--� II IIS I III I PRmpoctep Soll to ant IPing Se^omfr t laden I I I I I See ng ae eed'uN Dates Cements sit, Per RCP/CMP 1 A B Contlitions Seeaing Mixtures Airy 000 Ft' N. Fln. 15' - 18' Wgh 2'-1' 6' Fklntena RCP/CMP H J Lawn L M N General 1. Dahlagras 90-60 Ips 1 W 2/17-8/31 Use 50% siarlfled seed Use 2. Buhiagrass 40-6D Is I II 2/15-8/15 Use 50% scarified Bahia seed. R—Idagrass (hurled) 8-12 Ips 4 oz END SECTION SHAPE1SUPPORT IPE WIIH EXIKA 3 B1allogPuss wlth one of the TOT—V 20-30 lbs 5 Ib Use 50% sc"'1E1, B'No seed. Suu thrrn Vhl to C mer Aknnusl Vhlte 1-1,1—r 3 lbs B lbs L2 oz 3 oz 9/1-1/1 9/1-1/1 Inoculate legume.. CAmsob Clover 12 tbs 4.5 oz 9/1-t/1 Alrre,[,,F Llover B Ips 3 oz 9/1-1/1 Royce Clover 8 Its 3 oz 2/15-7/15 Wally h dgo 4 lbs LS az 2/15-7/15 Alsdrynanene 1216, 4.5 oz 2/15-7/t5 Slopes 1. Sa"cea te5pedeza x40-50 lbs 11 I15 I/1-7/15 for scarlflPtl 5¢Pd, b. 75 !b5 1.7 lbs 7/15-1/1 Faranhulled seed. 2, 5'�erka Ie,o deza xlth me of the fedowl : Use SeetlND rate Speclfkd above. 8!ahlagr— 15 tbs 7 ax 2/15-8/15 TFaD Fescue 20 II5 8 oz IDA -11/45 Best adapted to N. Florida Weeping Lovegross 3 lbs Le az 2/15-B/15 Gives quick 5wner c6— 0roughty 1. VleeTIND tuveyra,, 5 lbs 2 0z 2/15-815 - Arpos 2. Vlvepvg Lavegrass with one of the "I" k' N.. Bahiagrass f507. scariFled seed) 5 Ips 2 az 2/15-0/IS h: Bermudogra„ Mu'led) 30-40 lbs 12 oz 2/15-8/IS L.. Do", pankum 8-12 HIS 4 az 2/15-8/15 al Seri. lespedeza 8-I? to, 4 az 2/15-8/15 Use seeding rate and data, Specifgtl above. — IE WAY \ Filtered R:.naFf--� II IIS I III I PRmpoctep Soll to ant IPing Se^omfr t laden I I I I I PER AAiHT➢ neo III III ! V ��_-- I--� _ 'iT 'I -III-III-III=1 'I-II1-111 111-111= -Tr Iii -in -Ili III II I IIIA I II-III-111=III=11 -I I 1=III-I FIR=, , III�I iI1-111 Illii. -_III 1= CROSS-SECTION OF a PROPERLY INSTALLED STRAW BALE SIDE VIEW 7E1 L E A B 3/4' CHAMFER F G D E TOP VIEW TT E CONCREl E' 4,000 P.S.I. N STFFI_. q4 0 12' E.V., WITH 1 46 OVER PIPE OPENING. <2' CLEARANCE OVER STEEL, M I _ REINF. BARS, 1/2' TOLERANCE), D D A ALL GILL TO END VIEW BE MDlPAACTFt, D IN. HAX. ➢ENSi1Y ME I I ry T- n mP0 I� �� uEwtirvc r"An neereox�� STORM SEWER INLEY GRATE F— I. ITT TO Bt COMPLETELY COMPACTED IO REIIUIRED DENSITY BEFORE STARTING NEXT LIFT NO LIFT TO EXCEED 6" WHEN COMPACTED, PIPE DE DDING CEASE I — I �' 3- 1 V [D EYE BOLTS E IO PLATE n ` 6' 2'-0' 6' I 1' L 1/4' 6 VARIES .,TURN SEWER TYPE 'C' INLET EXISTING' URGED CDVFR '1 r.,.,:. PLAN BEARING CAP 2000 P.S.F. NOTE; FOR ADDITIONAL STRUCTURAL STORM SEWER TYPE J-1 THRU J -1-F MANHOLE PA VING AND DRAINAGE E STANDARD MITCRFD PER AAiHT➢ neo END SECTION FOR RCP OR CMP RCP/CMP 1 A B C D F F G 15' - 18' 2-7' 2'-1' 6' RCP/CMP H J K L M N STANDARD TABLE OF DIMENSIONS FOR MITERED END SECTION SHAPE1SUPPORT IPE WIIH EXIKA OUT AT BF L.L. F— I. ITT TO Bt COMPLETELY COMPACTED IO REIIUIRED DENSITY BEFORE STARTING NEXT LIFT NO LIFT TO EXCEED 6" WHEN COMPACTED, PIPE DE DDING CEASE I — I �' 3- 1 V [D EYE BOLTS E IO PLATE n ` 6' 2'-0' 6' I 1' L 1/4' 6 VARIES .,TURN SEWER TYPE 'C' INLET EXISTING' URGED CDVFR '1 r.,.,:. PLAN BEARING CAP 2000 P.S.F. NOTE; FOR ADDITIONAL STRUCTURAL STORM SEWER TYPE J-1 THRU J -1-F MANHOLE PA VING AND DRAINAGE E �— SEE DETAIL VAT , 7L, UP EXIST. I HEMUVE VESI. OR 4G'S. & RELOCATES - ,-'I EXIST. DOOR WP O O BILK. UP WINDOW Ike,Essidt REWORK EXIST, STOREFRONTS % AS SHOWN �ggLpp -+6fTEt� IST FLOOR PLAN `~'-CORRIGATEO GALV. METAL AWNING ON STEEL FRAMING PROMDE PT WOOD BLK'G. IN NEW WALL TO ATTACH MANUr r0 PROMOE SHOP DRAWINGS AND ANCHORING DETAILS TO MEET 110 IMPH WIND LOADING REOUIREMENYS NOTE, ALL NEW ANLUES & STL BEAMS SHOUI.O BE GALV., IIF ADEQUATE PROTECTION IS NOT PROVIDI£D FROM WE EXPOSUIRE. 12 --CORRIGATED GALV. MIETAL AWNING ON STEEL FFRAMING PROVIDE PT WOOD 331K -G. IN NEW WALL TO ATITACH MANUF TO PR F, I SHOP BUSINESS OCCUPANCY (2nd_FL.) 7820 S.F. TYPE IV CONSTRUCTION UNPROILCILO, UNSPRINKLED 17,000 S.F. MAX. ALLOWED INTERIOR FINISHES SHALL. BE CLASS "B" THRU-OUT OCCUPANT LOAD - 79 PERSONS MIN. # LXIIS KEO'U. = 2 2 EXISI'G. PKOVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'C 106" CORRIDOR & EXIST'G 60" WIDE STAIRS E%IST. THRU BOLTS TO CANTILEVERED ST, STL M. & (3) BN. BEYOND 3/6'0 THRU BOLTS Tb STD. ST. COL. 3/4'm AB -S -j,T'SO.y3/4" DRG. PL. ON I" GROUT BED EXIST, GRADE CONC. FTG. -- (MIN. 3000 P.S.I.) ji iII.. Ni w/ 3 -MS'S E.W. CITY F ATRLAN C BEFACN �UIL[11NG OFFICE AR�00,1�20o0/1 m COPYRIGHT Ak—EPN STPEET EW ., PROVIDE IN (ON -STREET PARKING) EXIST. WALLS FOR LLS F NEW 36' DOOR S 852312" — — ' W 102.36' % 1' 53 .8' OVERHggO SIGN "OCEANi VIEW MOTEL" 6.6' S o n e EXISTING i s W II s _ 2 -STORY BRICK AND GONG. BILK. h� Y 8^ 8 Q % W 53.8' iLOP - N 83'23'12" L 100.64' - SITE PLAN I" = 20' BUSINESS OCCUPANCY (2nd_FL.) 7820 S.F. TYPE IV CONSTRUCTION UNPROILCILO, UNSPRINKLED 17,000 S.F. MAX. ALLOWED INTERIOR FINISHES SHALL. BE CLASS "B" THRU-OUT OCCUPANT LOAD - 79 PERSONS MIN. # LXIIS KEO'U. = 2 2 EXISI'G. PKOVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'C 106" CORRIDOR & EXIST'G 60" WIDE STAIRS E%IST. THRU BOLTS TO CANTILEVERED ST, STL M. & (3) BN. BEYOND 3/6'0 THRU BOLTS Tb STD. ST. COL. 3/4'm AB -S -j,T'SO.y3/4" DRG. PL. ON I" GROUT BED EXIST, GRADE CONC. FTG. -- (MIN. 3000 P.S.I.) ji iII.. Ni w/ 3 -MS'S E.W. CITY F ATRLAN C BEFACN �UIL[11NG OFFICE AR�00,1�20o0/1 m COPYRIGHT AS -BUILT FRONT ELEVATION 3/16"- 1'-0° ��gpyu' �gm— uo,��, it i II`� � � li �� '�in� i � IE i 11p6➢I�I��v�L7Wi6iL�I�EI�{GIk�6LS1L'ril�,'�C��� � EVf31��V NWII'�fJ� I I� lI Em I ® � �sin- -m �RON COL�'Vr OR 'ORK FIST. sruccD EXIST. BRICK E%IST. BRICK DOOR FRONT ELEVA.T-I-C-�l�l-(REA�EtEV:—MVR OR IMAGE EXCEPT EOR..STOREF"T 1ST FLOOR) I_GNT _S I D. -E. ELEVAT N LEFT SIDE MIRROR IMAGE (2ntl FL. RENOVATION -ONL , 1st FLOOR TO REMAIN AS IS) .. ION ROPOSED REAR ELEVATION 1/8"= 1,_I0" arrROVeo em ao ��"DIFF �Eux ARS, l COPYRIGHT BUSINESS OCCUPANCY (2nd FL) 7820 S.F. TYPE IV CONSTRUCTION UNPROTECTED, UNSPRINKLED 17,000 S.F. MAX. ALLOWED INTERIOR FINISHES SHALL BE CLASS "e" THRU—OUT OCCUPANT LOAD = 79 PERSONS MIN. # EXITS REQ -D. = 2 2 EXIST'G, PROVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'G 1U6'• CORRIDOR & EXIST'C 60" WIDE STAIRS 00 TRACTOR TO FIELD VEI EKIST. CANTILEVERED BM. BEYOND T to sDLrs To BM. & (3) U BOLTS TO rL, BM, " BRG. PL WELD ALL STD. TTL, COL STUCCO FINISH 8" CMV W/ HC JT. REINF. 0 1 O.C. VERT. 3/4"0 A. B'S BRG. PL. ON 1" GROUT BED EXIST. CRADE CONIC FTG. rX (MIN W/ WADS w/ le G.C. AHERN STREET SH COVERED=: M T 90ARD ~-^` (ON -STREET PARKING) —CORRIOATED GALV. METAL S 8323'12" W 102.36' .-__�-•,F=.=ax.--1 -p DECK 9vxbxe AWNING ONSTEEL FRAIMING GALV_ IF ADEQUATE PROVIDE PT WOOD SLK;'G. V MTL. IN NEW WALL TO ATTACH MANUF TO PRONDE SHOP E%IST DRAWINGS AND MrHC RING PROVIDED FROM WEATHER OVALS TO MEET 110 MPH WIND LOADING REQUIREMENTS BUSINESS OCCUPANCY (2nd FL) 7820 S.F. TYPE IV CONSTRUCTION UNPROTECTED, UNSPRINKLED 17,000 S.F. MAX. ALLOWED INTERIOR FINISHES SHALL BE CLASS "e" THRU—OUT OCCUPANT LOAD = 79 PERSONS MIN. # EXITS REQ -D. = 2 2 EXIST'G, PROVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'G 1U6'• CORRIDOR & EXIST'C 60" WIDE STAIRS 00 TRACTOR TO FIELD VEI EKIST. CANTILEVERED BM. BEYOND T to sDLrs To BM. & (3) U BOLTS TO rL, BM, " BRG. PL WELD ALL STD. TTL, COL STUCCO FINISH 8" CMV W/ HC JT. REINF. 0 1 O.C. VERT. 3/4"0 A. B'S BRG. PL. ON 1" GROUT BED EXIST. CRADE CONIC FTG. rX (MIN W/ WADS w/ le G.C. AHERN STREET M NOTE: ALL NEW ANLGES & (ON -STREET PARKING) STL. BEAMS SHOULD HE S 8323'12" W 102.36' .-__�-•,F=.=ax.--1 -p DECK 9vxbxe GALV_ IF ADEQUATE .8.5' --._.L 53.8' 6'. PROTECTION IS NOT / I PROVIDED FROM WEATHER EXPOSURE. } / (3)1/2" I_ 68,lST� CMU Y / THRu'�oL,is EXISTING $ L BM I2 I i 2-3TORY BRICK s , AND /r SEMEN; _ {2o GA) CONC. DLK. } r� a za O.C. AND MATCH -� J FINISH `CORRIGA7ED GALV. METAL 1�2CCECEANT (y ) AWNING ON STEEL FRAMING PROVIDE PT WOOD B 2a O.C. BLK'G. IN NEW WALL TO ATTACH MANUF TO PRO OF SHOP < DRAWIN S AND ANCHORING BUSINESS OCCUPANCY (2nd FL) 7820 S.F. TYPE IV CONSTRUCTION UNPROTECTED, UNSPRINKLED 17,000 S.F. MAX. ALLOWED INTERIOR FINISHES SHALL BE CLASS "e" THRU—OUT OCCUPANT LOAD = 79 PERSONS MIN. # EXITS REQ -D. = 2 2 EXIST'G, PROVIDED MIN. AISLE AND STAIR WIDTH = 44 INCHES EXIST'G 1U6'• CORRIDOR & EXIST'C 60" WIDE STAIRS 00 TRACTOR TO FIELD VEI EKIST. CANTILEVERED BM. BEYOND T to sDLrs To BM. & (3) U BOLTS TO rL, BM, " BRG. PL WELD ALL STD. TTL, COL STUCCO FINISH 8" CMV W/ HC JT. REINF. 0 1 O.C. VERT. 3/4"0 A. B'S BRG. PL. ON 1" GROUT BED EXIST. CRADE CONIC FTG. rX (MIN W/ WADS w/ le G.C. AHERN STREET M (ON -STREET PARKING) S 8323'12" W 102.36' .-__�-•,F=.=ax.--1 -p DECK 9vxbxe .8.5' --._.L 53.8' 6'. OVERHEAD SIGN "OCEAN VIEW MOTEL / I i� IW T LL I_ < Y / I a EXISTING $ W §/ I i 2-3TORY BRICK s , AND to CONC. DLK. } r� Lfyt.1-/� < L. $I W I 6�1' t.o 5a•; LOCATION II — Or CMu ._ i FL. -1 DETAI L 3/4'= 1'-0" (ELEV. PIT)Al PROVIDE OPN'C IN EXIST'G ROOF FOR rf, . VEM NEW FRAMED 1 EPR WALL 2ND FL. NEWPRE-ENG. CONIC, LINTEL PORTION OF BLK. FOR S L_ N 83'23'12" E 100.64' SITE PLAN 1"= 20' upan 1.1% E fMFN - 0 (E S O E C G .0 E 'ixE Fe ..EV i F 41 H10 ENIS B i Efl-119* EIsi t OOBfE iNO G H YON FSIF EN rvA/ RRUP RAV rvU.N I OF sfLc tltiE M VE. 05. c n u. WW°u nr HEn+p p ,w. nau°� WI FIH OF INA A U, o Ln, ""61 1 N PACIE FCU E ElPUCE IFY LU p CPA CN fS k� CUn _' AS E (D &IAfIL ISL U N dEiaLS A46 N40 0 W',r' 5 ! . i .NS IA 31 N !!Ep pry HE s50 FD[ 2. 11HNl C PN�ArA^.,�CYOU COIIPDnEVCE WNH aLL A 0 !D E EL AS UIfENIlUFQt G w> E� 01411 11— + CW EI ZC YizC, & HECU 1 DYE" Is DOW CORNING 700 BLDG. CAULK OR EQUAL DRILL &INSERT w/ 1/gee A,B, O iG (- O.C. VERTICALLY ERT. ps tS DETAIL - 5 NO SCALE Al METALOFRAME Mfn. M. MIRRR AF EACH LAV in r 2 ar Min. MIN TTallet Back Wall Side Wall 6•'"c a,,.r\�`ax MIN. _ �F9�_@ars � WatBr CID !Q Knee Cleom„ _ Avr n<e +r m. _ 60' min. k tiCl e .Al"HOVT uenC+ 18" 42' 80'• mID. 41fV�OF ATLAN FFlcE 1Bk mn� 1111 IU 2001 /j� Ej CpO� IL � I •,. Kx------ ------------ -- --- 48" min. Cleor .Floor Si, B avooryj® Lta Iw ,lUl. 1Jb 2091 City of Atlantic Beach Floor io QI er uU P,oudioCr and Z0131119,Z0131119,�,�_r Wq(pf Closatx OPYRI AS -BUILT 2ND FLOG PLAN A PORTION - EXIST. TO BEREMOVED (DASHED LINE- TYP.) i To I jo IL --- I-- - \� EXIST, TO REMNN L n U� po i _J T u 5 r 2ND FLOOR DEMOLI Ti ON PLAN REMOVE PORTION OF EXIST, BALCONY FL & GRD. FL. SLAB " FOR NEW ELEy, WALL DETAIL �;� f ^ I COPY(t1UEfT r— —, 'Up � n1 - � I f7 '--1 IJ"I LOBBY GL.) H I I u II II n II II II II II II II II II II II II SUIIL 6 SIUIIE S SUIIL 4 SUITE 3 SUIIL 2 SUIIL 1 413 S.F. II 41,3 S.F. 413 S.F. II 413 S.F. 413 S.F. II 413 S.F. II II II I EXIST, WkI, MAY II II It—MRLETEED FOR II SUITE I H H H II II FUR our NEW Ona II I H FL t. BRICK �COL V. 1a(TYP.) P20POSED 2NDFLOOR PLAN -- -- -------------- - N M1' 1 9'-6 1/2 t-_ W OFF. II II 30x6 &.HC� OFF. FUR OUT EXIST. WA 1-5 AS REO'D. AFTER REMOVAL OF BRK. VENEER & FINISH OUT W/ GYP. BOARD (TYP.) CNLAIKUtJ (-'LUUhZ PLA_N__ 1/41= 1'-0" (SUITE 15 & RESTrRM'S.— 707 S.F.) 413 S.F. SINGLE UNIT (15 EACH) OR 82�8 S.F. DBL. UNIT (7 EACH) + 1 SINGLE TOTAL LEASE SPACE = 6195 S.F. PER TABLE 403.1 STANDARD PL'UMBIBG CODE BUSINESS OCCUPANCY 7820 GROSS S.F. / 100 = 791 PERSONS W.C. REQ'D. = 23 4--3 'W.C. + 1 URINAL PROVIDED LAV. REW'D. = 40 = 2 ----4 (PROVIDED DRINK. FOUNI. = 1 p - = 1 1 PROVIDED SERVICE SINK = 1 REQ'D. — 1 PROVIDED I NEW II I I II ELEV. N N SUITE 11 jj SUITE 12 SUITE 13 jj SUITE 14 SUITE 15 413 S.F. 413 S.F. II 413 S.F. 413 S.F. II 413 S.F..• II II fl II II II II II p� '--1 IJ"I LOBBY GL.) H I I u II II n II II II II II II II II II II II II SUIIL 6 SIUIIE S SUIIL 4 SUITE 3 SUIIL 2 SUIIL 1 413 S.F. II 41,3 S.F. 413 S.F. II 413 S.F. 413 S.F. II 413 S.F. II II II I EXIST, WkI, MAY II II It—MRLETEED FOR II SUITE I H H H II II FUR our NEW Ona II I H FL t. BRICK �COL V. 1a(TYP.) P20POSED 2NDFLOOR PLAN -- -- -------------- - N M1' 1 9'-6 1/2 t-_ W OFF. II II 30x6 &.HC� OFF. FUR OUT EXIST. WA 1-5 AS REO'D. AFTER REMOVAL OF BRK. VENEER & FINISH OUT W/ GYP. BOARD (TYP.) CNLAIKUtJ (-'LUUhZ PLA_N__ 1/41= 1'-0" (SUITE 15 & RESTrRM'S.— 707 S.F.) 413 S.F. SINGLE UNIT (15 EACH) OR 82�8 S.F. DBL. UNIT (7 EACH) + 1 SINGLE TOTAL LEASE SPACE = 6195 S.F. PER TABLE 403.1 STANDARD PL'UMBIBG CODE BUSINESS OCCUPANCY 7820 GROSS S.F. / 100 = 791 PERSONS W.C. REQ'D. = 23 4--3 'W.C. + 1 URINAL PROVIDED LAV. REW'D. = 40 = 2 ----4 (PROVIDED DRINK. FOUNI. = 1 p - = 1 1 PROVIDED SERVICE SINK = 1 REQ'D. — 1 PROVIDED AS -BUILT FPQNT ELEVATION 1/8,,- 1--0�, REAR FEV. MIRROR STOREFRONT 1ST PP,OPOSED FRONT ELEVATION (2nd FL,LIMAGE ERENOVATION ONLY; IstXCEpr FLOORFOR TO REMAIN AS IS) FLOOR) BRG. WALL WE 'COC. RIPE Col. PP,OPOSED REAP, ELEVATION 1/91-r-01, P,IGHT SIDE ELEVATION (LEFT SIDE MIRROR IMAGE) 3/1151� 11-07 OPN'G iu. CD 110 CFM CD CD 200 195 CFM CFM CDCD 195 200 CFM Oro CFM ?ND FLOOR CORf2I DOR HVAC PLAN 1/8„_ I._0.. 6m 195 CFM =L. CORRIDOR $ RESTRM'S LIGHTING / CL'G. PLAN 1/8„= 1'-0'• -- eLec r. PNL. ELECT. II PNL. ELECT. DOUBLE EXTERIOR OFFICE SUITE LECTRICAL PLAN 1/8"- 1'-0.' EXTERIOR RESTROOM'S ELECTRICAL PLAN 7e0c SU9P'D ACOUST TILE GRID M 8'-0" A.F.F (1YP.) ?-- I I I i 1 F 1 4 '--r- f _-A4 �-�' _ _1Al F I- LL rI L1 nAt--ii --1 Atl DOUBL 24"x24" CLG. DIFF. (CD) W/ x `�' �° 'I l ci15i em 11Y -aid �'m.. MANUAL ADJ. DAMPER II Z 24"x24" RET. AIR GRILLE (RA) w/ FILTER IIJ R.A. B'! @T THERMOSTAT OFM EFEXH. FAN -- - --W— �io'm FJ GFM HVAC SCHEDULE 305 RTUCARRIER #50ZH024 (UR EQ.)JL-s 2 -TON ROOFTOP HEAT PUMP A/C, EXTERIOR ___ _T- 3 K.W. HEAT STRIP, 850 CFM EXTERIOR RTU -2 : CARRIER #HEAL HEAT HP8 (OR 3 --TUN ROOFIUR UMP A/C;C; SINGLE _ UNIT DOUBLE UNIT 3 K.W. HEAT STRIP, 1300 CFM HVAC PLAN HVAC PLAN RTU -3 : CARRIER #50ZH048 (OR EQ.) 4 -TON ROOFTOP HEAT PUMP A/C; I/8"_ Y-4, / 1/8°= 1'-0” 3 K.W. HEAT STRIP, 1700 CFM OFFICE S L I TE LIGHTING / CL'G. PLAN 1/9"= 1•-0" FIXTURE SUPPLY & WASTE, FIXTURE G.W. I H.W. WASTE LAVATORY (LAV) 3/8' Y-6, 2" WTR CLOSET (W.C.) 3/87 - 3" DRINK. FOUNT. (D.F.) 1/Y - Y MOP SINK I/2 '1/7 2 STE. 15 $ RESTPM'S. LI GHTI NG / GL`G. PLAN SAN. RISER DIAGRAM N.T.S. PLUMBING PLAN 1/A”- 1-o"