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Mayport Raod 1198 N 1�' ]J C T I PLANS - kL lb' 11 CO' NS 'F 0 F SITE IMIaOVEMENTS AT YPO - �' T ROAD ' 1 ' -\4A WEST ' P-LLAZA A k ATLANTIC BEACH Yo 0 A G k-,,l) A -1L H k-,) JL -LR S --B - �) EPAI�IED y P :R G c 0 A4 ��' ONSULTINUO ENGINEE 'IDS 0 0 4000 — It SY JOHNS AVENUE FLO NCHOR JACKSONVtLLE , RIDA 32205 IT ( 904 - 388 - 1259 ) NGINEERING wc. COMMERCIAL AND INDUSTRtAL SITE DEStGN REStDENTIAL, i SEP 1 9 2001 LAND PLANNING AND ENVIRONMENTAL PERMtTTING WATER . AND SEWAGE TREATMENT DESIGN L;I INDEX OF DRAWINGS P- EVIEWED ffacksOnville Fire Prevenlion Div. SHEET GENERAL DESCRIPTION NOV 0 7 Mi 1 COVER SHEET EYNO EXCEPTIONS 2 MAPS AND NOTES [3 110EPTIONS A�i NWED SHEET 3 SURVEY SHEET 4 SITE PAVING AND GEOMETRY PLAN 5 GRADING AND DRAINAGE PLAN 6 WATER AND SEWER PLAN -APPROV80 7 MAINTENANCE OF TRAFFIC PLAN CITY oF ATLANTIC BEAC14 8 PAVING AND DRAINAGE DETAILS PLANNING & ZONING OFFICE Ll TREE REMOVAL PLAN CT 120 L2 PLANTING PLAN 4 BY L3 IRRIGATION DETAILS cT 121 MAPS . GENERALNOTES : ,love" _DH E S E 1 . BOUNDARY, TOPOGRAPHIC AND LOCATE INFORMATION INDICATED ON _4 ak_4.ai\n,_ 0 fly — vc N I.. " --- 1 2 I WIDEN cc I _. - `-�- - COVE ;tre7l"to 1 44 EAN lear" 9 - - DRAWINGS ARE SHOWN PER A MAP PREPARED DURDEN LAND SURVE-(ORS, OVE _71 'iis k ul I - INC. 1103 SOUTH 3RD STREET JACKSONVILLE BEAC H, FLORIDA 3225 III — -Y4 . . it C, COQUI (904 249-7261 DATED 6-7-2000 w sit 9 If Muvin' 7- 1._, arm pa R t19�27 J1 1K 8 ES _.Z�..-TS�CR?_ —D7y- 2.) PRIOR TO COMMENCEMENT OF CLEARING AND CONSTRUCTION THE CONTRACTOR S_ j,7i .,I j,L�� SHALL INS-FALL TREE BARRICADES AS INDICATED ON SHEET 3 OF 6. ALL TREES J Pat TED AND REMAIN UNI�IQTURBED.. INDICATED TO BE PRESERVED SHALL BE PROTECI E 0 —1810 _7 DAMAGES TO PROTECTED TREES RESULTING FR M THE CONTRACTOR'S, FAILURE 2 ML z -_ , 1 .0, �. I w p Syr 1 3 _.; . �11 . -D TO THE SATI FA�TION 9 ov ur TO COMPLY WITH THIS REQUIREMENT SHALL BE MITIGATE OF AUTHORITIES WITH JURISDICTION AT THE CONTRACT SE. w FIfq OR'S EXPEN Bull P Park la� C. I % dele SITe '7- 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL SEDIMENT -ROM STORM EVENTS DURING THE CONSTR JCTiON -1 u j LADEN RUNOFF RESULTING F 3 TALLED AS INDICATED ON SHEE'T 4 OF 6 EFFORT. A SILT FENCE SHALL BE INS a QUA I PRIOR TO THE COMMENCEMENT OF CLEARING AND CONSTRUCTION. _�ABILIZATIO. N A - —- - -- S AND REESTABLISHMENT OF VEGETATION AT DISTURBED AREAS SHALL BE lu dw 4 T TRANSPORT OF S'ILTATION ACCOMPLISHED AS SOON AS POSSIBLE TO PREVEN cm r1a m. T�i 1 ne $ . . ;�" : . : * TE AREAS. UTLCAL,ILVD slana 7 —I- . .Irl, :,� ; . TO OFFS1 c LEW Fite r C-1 p Ic IIAD oc I r "p-MIE TING UTILITIES INDICATED ON SHEET 5 OF 6 ARE SHOWN PER THE W11001A tA 4.) EXIS Ilk BES' I lb TO COMMENCEMENT OF AN� CONSTRUC'TION "Olool I Imv;- LM —4-49, Ift RECORDS ATTAINABLE. PRIOR S MAYFIf 9 9 0 E SAfV%n- N LEY TOR SHALL VERIFY LOCATION OF ALL SURFACE AND Sk1_;'BSURFFAr.'E CONTRAC EPTUN�1_p F I (JTILITIEQ) MA11Sjj\ IT IS THE RESPONSIBILITY OF CONTRACTOR TO LOCATE, AVOID, AIND PROTECT ALL 1 244 %LM I 11cr 14 0 Rif UTILITIES. DAMAGES TO EXISTING UTILITIES RESULTNG FROM THE CONTRACToWs 226 ;—; 31a ""I INDIAN MAIL _AILURE TO COMPLY WITH THIS REQUIREMENT SHALL BE REPAIRED TO THE v INU VIES �%jv � �fl OF z TRACTOR'S EXPENSE. DU A 14t LJT;LITY OWNER'S SATISFACTION AT THE CON 1W 41 i SH- LE) A A N CONFLICT OCCUR BETWEEN EXISTING AND NEW UTILITIES THE CONTRA(,T�)R A 7 SH LL THE ENGINEER FOR RESOLUTION. CALL A] ND� E ft I wo CEASE WORV AND NOTIFY I A d fift w 5�) DIMENSIONING AND RADII REFER TO FACE OF CURB, ELEVATiONS H AGA I P" ANS S, C�V N I'Al 1.3 fin ----- E --AV 9 Dn 94VO L THUS FINISHED PAVEMENT- L19.00] REFER T( FAU91A LE, 1.1 Ew P,4 LW _4 49 0 E "'A Tt TH E ENTRIE PROJECT S;_FE LiES IN FLOOD ZONE 'Y'. (SEE i-�-VVUNIT'ij PANEL 6.) t; --:HEE-r _w ? -.-'* � E N N 0.: 1, 20075 0001 L)) SEE MAP THiS ':-j S 14130mv: N wfl N to V1 C I N 1 T Y M ILVY P 0 R T) FL A . � I _� R A N G L E MAP u SCALE' 1 2",0 0 0' ROBERT (n ZONE C EDGAR 4 JAC 1< 'o, % ZONF X Milo I I A A Y." r,06r, w SA sp LLI 7 ui 0 > (A!A AMBERJ. U) VE _�JON T/ bE PLAZA , !-i". i � q. . I —, ;1-, i-7; 4 "10. c) ly.V 19 0 . 0 z .0 Ir 4, A 19, V. LLI 4 1. 16 'S ypo)e <� 6TI I F _j 34 4 4 ZONE X GIG > At f 0 rn 0 N c S c S S) 0 1 L "V"E y MAP A R A T7 F F M �4 IN c—, 1 L\ F v! A p Ej UN A L COUNTY \1_1 ) L_1 �_J ! L i PANEL No: 1201075 0001 D SCALE: '1 " 500' PANiEL NO: 52 SCALE: 3" 5,000' MAPS AND NOTES SHEET CONSTRUCTION PLANS DESIGNED By PROjECT No DRAWING� OF H SITE IMPROVEMENTS pl .J . C:\0WG\S1TE\S�TE2\F0RJETMN A N 0 ENG'INEERIN INCIff FOR DRAWN B'Y: DRAWING DESIGNATION: .VC-FICIR -R . J B . C:"\,DWG\SITE'\SITE2 WEST PLAZA r _v F,11NEERING AT CHECKED 8(: SCALE: I ' CIVIL ENGINEERS LAND PLANNERS L T F . J . B . AS NO-TI-ED 7N C WEST P LAZA & MAYPORT ROAD ROFES 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 (904) 388-1259 ENGINEEf� DATE: R,7-jAL!". -i DONGIOVAN!",; JACKSONVILLE, FLORIDA �Lo�LD REW`:77 NO: 24255- SHEET 464"i -22 41 SSMH 6 MAP SHOWINGr SPECIFIC PURPOSE SURVEY OF: TOP ELEV-12.68 114 -7 4 WINV-7,87 LOTS 1 THROUGH 5, BLOCK 46 TOGETHER WITH LOTS 1 THROUGH 5, BLOCK 4 NJNV=7-93 invc- EXCEPT THAT PART OF S3AID LOTS LYING WITHIN THE RIGHT-OF-WAY OF MAYPORT ROAD FLOW LINE-7.87 ATLANTIC BEACH SECTION "H" A�S RECORDED IN PLAT BOOK 18, PAGE 34 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA 6% 43) 1 + tp 4 GRAPHIC SCALE so 20 0 10 20 40 IN FEET I inch 20 ft. 12"P 43� '3� 6.p FOUND 5/8" REBAR V Q G G NO ID FOUNC, 5/8- REBA 204-00' NO 10 102.00' 102.00' Q) _N zz� le DENOTES 1/2" IRON PIPE FOUND (LB 6645) 12'P 3.3"WO 3'wo (c) S�T (LB 6645) ""��6.3*WO/CLSTR m DENOTES 1/2" IRON PIPE 12-P 12"P 12*P DENOTES PIN OR NAIL AND DISK SET (PLS 1674) 14'p G DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) .4 lo'p DENOTES 4"A4" CONCRETE MONUMENT SET ("PRM PLS 1674") 14'le. In DENOTES 4"x4" CONCRETE MONUMENT FOUND ('PRM PLS 1674') 19'P 12'P 9.5' MYRTLE CLSTR DENOTES " X " CUT FOUND ORV DENOTES OF;1CIAL RECORDS VOLJME z uj DENOTES CENTERLINE 17" MYRYTLE/CLSTR R/w DENOTES RIGHT-OF-WAY z IUIP 29'TW/P ID DENOTES iDENTIFICATICN 12'PM Im z 102-00' C14 DENOTES TREE (SEE DESCRIPTION FOR SIZE TYPE) 102-00' 1: P DENOTES PINE TREE G21-P CZ) I-' DENOTES OAK TREE U) 0 DENOTES BAY TREE 12-P 0 PM DENOTES PALM TREE C1. WO DENOTES WATER OAK G 12'Pe T w DENOTES PNIN 12"PM G 21-TW/K CLSTR DENOTES CLUSTER 12"P L_ CD -7- 'o G 01 12"P (S"p Q0 L0 NOTES: 21.3'P (Dio-pm 14*P G -01 - 1.) BOUNDAR"' INFOpMATION WAS TAKEN FROM A SURiE) PREPARED BY BOATWR1GHT LAND 00-0,3-TW/MAPLE 6 P .-04 0 .13� SURVEYORS. IN,C. REVISED DATED 3/24/00, FILE NO. 2000-'57. 010'P 10 0 12-P C§c 2.) THE DIAMETER OF THE TREES WAS MEASURED AT BREAS! HEIGHT �D80 102�00' 102,00' - + - 3.) ELE�ATIONS AR�E BA5ED ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D -929). y 1 o"p 10*P ls'P 4.) THE SPECIFIC PURPOSE OF THIS SURVEY WAS TO LOCATE TREES, THE ADJOININC lo-p ROADWAY IMPR�OVEMENTS, U71LITIES WHERE OBVIOUS AND TAYE SPOT E-EVATIONS 12-P bv AS SHOWN, E- I SSMH u u TOP ELEV-12.26 5.' THIS, OROPER_�� APPEARS TO LIE 114 Fb��)U ZONE "X". ACCORDING TO FEMA FLOOD lo-p W.iN\1-8.96 INS�RANCE RNTE MAP R;E�ISED APRIL 1 1989. COMMUNIn PANEL NO. 120C,75 0001 D FLOW LINE=9.00 lo-p 10"P _T_ E- GLJ G 0 12-P lo'P 1174D L_ C::,- -F _-3 G i o'p I G*p APPEARS TO BE 9 06'P "PVC z 1 �p lo,p p lo'p w G Glo CL limp SSMH 15"p 12'P 012-P TOP ELEV=11.98 15"p l0'p 102 00' 102-00' COULD NOT VERIFY z ___G PIPE SIZES OR INVERTS I o*p 12-P COULD NOT OPEN LIU G t Glo"P p K BENCHMARK: 12 12'P G N. RIM OF SSMH lo.p 10'P Ic-p G iELEVATI.ON=12.27 g %p 12-pe P G I I'p G Glolp Gll'p I 1'p 11"p G o.p 9"P Lu 0 1 O"FP G 10*P 10*p olo"P 10"P 6 P 44 12-CLSTR/O 7o*p CL GID'P (.2� 10-p G 12-P G8_P Gi`2-P 101 P G I o"p 0 N 'o Co 12'P O� 0 OD Co Co 4 0 I o'P 0- FIBER OPTIC CABLE 14*P MARKERS (UNDERGROUND) + 0 cm _T_ --7-> < -7- -1 15*p G 5'P 15.5'P 14*P 9.2.p c=D lo"P 10-p I l"P lo'p 1 o*p 012-P 0 GI 2'P G12"p G o.p G 9.2"P 14'P 2'P 010-P G 10'K 012-P FOUND F-K NAIL & DISK NO ID 4e 12-P FOUND 3/4" !RON PIPE CONC. TRAFFIC A NO ID b-) C6 CONC. POWER POLE 0D. C014C. POWER i0' CONC. POWER POLE POLE W/TRAN SIGNAL PAD 111, IqS P097 W/TRANS. & LIGHT EVACUATION fill WAIGHT SI 3N & L�GHT -W Y A SIGN N 'N E� RIGHT-OF -A 3TABLISHED 2 0 41 0 0 CONC. TRAFFIC 7� wy il"NdkPETE WALK,,'! rp- S1 NAL POLE PREPARED FOR THE DENEFIt' OF: 77 N %Ib ORYCIF HADLOW 51.00' 51.00 51,00' .51,00' FORMER RICH LINE BENCHMARK: P A V E M E N T SET BOX CUT IN NE CORNER A S P H A L T TRAFFIC SIGNAI_ PAC) N I ELEVATION=12.85 M A Y P 0 R T R 0 A D DURDEN LAND (ALSO KNOWN AS STATE ROAD NO. A-l-A) (100' RIGHT-OF-WA'O SURVEYORS INC. I,L BRUCE DURDEN, SR. LB 6645 PROFESSIONAL LAND SURVEYOR NO.1_6 I 103 SOUrH THIRD STREET SCALE: 1"-20' - JACKSONVILLE UEACH, FLORIDA 32250 JUNE 7. 2000 (904) 249-7261 FAX (904) 241-1252 DATE: REVISED 01/03/01 TO SHOW ADDITIONAL INFORMATICk THIS MAP OF SURVEY IS NOT VALID UNLESS IT 15 SIGNED k"� VEYOR, T)LE NO. ENN F MARI SK Y*AN O'll REVISED 8/3/00 TO SHOW ADDITIONAL INFORMATION. AND HAS ThE RAISED vsAL or A FLORtDA LAND SUR A 0 . ------------- 2 4 0 CL Z V-6- z El PARK"hG IN PERWIT OKY 0-:3: Z 0�0 z W Z Z V) D GRAPHIC SCALE 0 uj 915 w - GALVANIZED STEEL SCH POST 0. 0 0 20 0 10 20 40 80 eq 8 m 8 Ll X�p LLJ u CL 0 Z2-C LQ m z > Lij LL) z C*13 11 IN FEET > 0 Lu 7p—OP) b af I inch 20 ft. W> H m IL a 101 (50' RIGHT–OF–WAY) 6"P . . . . . . . . . . . . . . . . . _?99.49' FROM SSMH TO SSMH — — — — — — — — — — — — — — —— - INISH (PAVED ROAD) WANG SIN (031SOd SV) z A S P H A L T P A V E M E N T L6 Lj _y L� _j (L < 0 CL z _j 0 < z to 1254-80' L� Z LL17 Z 0 US cl� AL S89-E5724-W 3:2Z9' 10 r P5 9 3.97' 25' R-25' > 00 mLj V) Il r- ") u-i r-: z i _j uj 11 m m > >Z,- Lai 17.)0' cr_ 24' OL z z L: 0- '0 2 22' oo' HANDICAP PARKING SIGN DETAIL Co _n �l 4. R=3' 2 ul) 4 q 0. NTS 0 0 L) U- z BENCHMARK: kLL TREE BARRICADES (TYP.) CN SET BOX CUT IN NE CORNER 0- iL TRAFFIC SIGNAL PAD 10 0 AW- ELEVATION=12.85 ft POND SIDESLOPES SHALL BE 4 TO I 0. 0 0. 2 C4 CL iL CL 14 7- I I sk 44.00' z z 0 REC(OMMENDED p- 0- LL 1/2- R(TYP) TOE–IN METHOD INSTALL CONC. CURB 0. E-1 er 4' 4 1 2" R-3 iL 6. DUMPSTER LO O� 0 V) I –L I F; AD FL _0 G) 4- X 4- WOOD OR STANDARD BURY FENCE AND FABRIC (MIN.) R-20' Cq j m STEEL POST, (MAX.) 8'-0' O.C. 6 INCHES AND TAMP THOROUGHLY. x L" :z >_ 00 Z ir 2" 175�00'f R=3' _04 — a_ �e'0 0 z <4 A MIRIFI 150 FABRIC STAPLED ON 01 iL 0 W V) 6 F- < LA (MIN.) #2 HOG WIRE FENCE. 4 6" CONCRETE PAVEMENT lo < L) < t2 W/ 6X6 10/10 WWM 0 LLJ > Ix R-50' fL DISTRESSED H/C RAMP jL 20 TO I MIN, 7--------------- SILT FENCE DETAIL 44,00' ON 35' INSTALL RIGHT OUT ONLY ARROW CL R=4' INSTALL STOP BAR 0- MEET AND MATCH EXIST PAVEMENT t INSTALL STOP SIGN T. W 4 4 "DO NOT ENTER" SIGN FACING AIA 43 1 �1_ A 4 A 6" CONCREETE PAVEMENT (CLASS 1; 2,500 PSI) 0 DISTRESSED H/C RAMP CL W/ 6 X & – 10/10 WWM 20 TO 1 MIN. m 12" STABIL-IZED SUB–BASE; MIN. LBR 40 SITE DATA: CL 0 MAXIMUM PLASTIC INDEX OF 6, COMPACTED w �-1 0 w AREA – 1.19 ACRES TO 95% M/Ax_ DENSITY AASHTO T-180 0 IMPERVIOUS AREA – 34,848 S.F. z CL. Z 0 0--, 0 PERVIOUS AREA 16,988 S.F. z: 0 BUILDING AREA 13,400 S.F. TYPICAL PAVEMENT S E U"T 10 N PERCENT IMPERVIOUS – 677. NTS 22-00 200,00' 4 Z!2 12,100' to 12 00' /ALL DIMENSIONS AND RADII ARE FROM FACE OF CURB —S.F. F. —S.F F=�S.F. F- 4 ' - ---S.F, LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHERWISE NOTEDL_ NIOTE: A REPORT OF GEOTECHNICAL EXPLORATION HAS I BIEEN PERPARED BY ATLANTIC GEOTECHNICAL AND 6' CHAIN LINK FENCE. 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) INSTALL SIGN 254-80' E(NVIRONMENTAL SERVICES DATED APRIL 27, 2001 (SEE DETAIL THIS SHEET) uj DENOTES 1/2" IRON PIPE SET (LB 6645) AkND AVAILABLE AT THE ENGINEEER'S OFFICE. INSTALL SILT FENCE 1�1 DENOTES PIN OR NAIL AND DISK SET (PLS 1674) AkLL PAVEMENT CONSTRUCTION SHALL STRICKLY F4" WHITE STRIPE 00 & DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) 'ONFORM TO THE RECOMMENDATIONS IN THIS REPORT, C, Izz .1 in 3' 0 DENOTES 4'*x4" CONCRETE MONUMENT SET ("PRM PLS 1674') (NOT OPEN) 0 DENOTES 4%4" CONCRETE MONUMENT FOUND ("PRM PLS 1674') z Li F 0 R M E R L Y W E S T P L A Z A 0 DENOTES " X " CUT FOUND LL cL CL (L u_ z ORV DENOTES OFFICIAL RECORDS VOLUME 20' V) K P5 PARKING ANALYSIS� V) W DENOTES CENTERLINE z w uj 0 ui w I- 1- 6' R/W DENOTES RIGHT-OF-WAY D 3' REQUIRED PARkING SPACES: BUSINESS OR COMMERCIAL _j m m (1) SPACE PER 300 S.F. OF GROSS FLOOR AREA- ID DENOTES IDENTIFICATION MANUFACTURING, WAREHOUSING AND INDUSTRIAL USES ONE (1) SPACE FOR EACH TWO (2) EMPLOYEEAS PLUS ONE (1) SPACE DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) V) lu SI TE PA VING A N_D G EOME TR Y PL A N z FOR EACH COMPANY VEHICLE. p DENOTES PINE TREE K DENOTES OAK TREE BUSINESS OR COMMERCIAL SPACE - 1,340 S.F./300 Sl. PER SPACE GRAPHIC SCALE B DENOTES BAY TREE HANDICAP SYMBOL DETAIL 5 SPACES. M ANUFACTURI NG/WAREH OU SIN G/COMM ERd AL - (20) PM DENOTES PALM TREE EMPLOYEES/(2) EMPLOYEES PER SPACE = (10) SPACES 2a 0 to 20 40 80 wo DENOTES WATER OAK (INSTALLAMON OF SYMBOL OPTIONAL) 5' TOTAL REGULAR SPACES REQUIRED (15) SPACES Tw DENOTES TWIN TOTAL REGULAR SPACES PROVIDED (15) SPACES OK CLSTR DENOTES CLUSTER ( IN FEET ) NOTES: TOTAL HANDICAP SPACES REQUIRED - �lj SPACE TOTAL HANDICAP SPACES PROVIDED - I SPACE OK I Inch 20 ft. 1,) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND HANDICAP PARKING STALL DETAIL SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. LOADING AREAS ARE AVAILABLE IN FRONT OF EACH UNIT 5.) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD NTS INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. DESIGNED BY: PROJECT W DRAWING: CONSTRUCTION PLANS OF Z� R .J . B HADSP2 DRAWN BY: FIELD BOOK NO ; PAGE(S) CHOR ENGINEERIN INCw SITE IMPROVEMENTS Y FOR VCHOR CHECKED BY: SCALE: WEST PLAZA 0of Z La ,—:24-W –12 R 2 R 3' LR3 CE R-2 CIVIL ENGINEERS LAND PLANNERS IV INEER11VG AT R .j . B. 20 ' WEST PLAZA @ MAYPORT . ROAD 0. C. DATE: NC. PROFESSIONAL ENGINEER' 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205. (904) 388-1259 ATLANTIC. -BEACH ,, ' FLORIDA N4. DATE REVISION By RONALD J. BONGIOVANNl' -71 ls� Ld 161, EXIST. 8' PVC �0. SANITARY SEWER LEJ - - - - - - - INSTALL 135 LF 15" cr A S P H A LT CONNECT NEW 15" PIT ADS-N12 STORM 0 P A V E M ADS-N12 STORM r: SEWER 0 0.20% _j . . LL.Z Z E N T a: 0 0- PIPE INTO EXIST. Li w 0. ui TYPE *C* INLET EDGE OF PAVEMENT rf - - - - - - - - - - - - LOTS 1 THROUGH �-5, BLOCK 46 TOGETHER WITH LOTS PQ. I THROUGH 5, BLOCK 47 0- 0 (0<?l EXCEPT THAT PART OF SAID LOTS LYING WITHIN THE RIGHT-OF-WAY OF' MA' YPORT ROAD 65-.oz Z In z 12 7, ,'e 12 ra TOP - BANK EXIST. ROAD SIDE- ALE Ae , Efl .. - ��e - . /I- ATLANTIC BEACH SECTION "H" AS RECORDED IN PLAT BOOK 18, PAGE 34 OF -THE' PUBLIC RECORDSOF 5� z 41 .1-1 .- le CO 0 . :2 106 1-� < DUVAL COUNTY, FLORIDA 04 0 v)� 5 '40 12 m Cq a; ljj L> ej- m �< 6e 6- S. R/W LLI14E �A�ST PLAZA z a >C�tu 0 w � z z I-- miuj REGRADE 500 LF(+-) OF no- 0 EXISTING SOUTH ROAD SIDE w i e V) 19. 0 C�/ EXISTING TYPE "C" INLET -CONSTRUCT SWALE OVER Lij GRATE ELEV. = I'LOO SWALE FROM NEW INLET TO wQ> 0:X 15" ADS-N12 STORM I P it C w INV. 15" S.W. = 8.50 SEWER PIPE 0 0-20% EXIST. CATCH BASIN AT �p- D ro <Do INV. 15" E. - 8.55 ORCHID STREET 0 0,20% I�'- r e6 - - - - - - - - - - - - 1_�o - - - - - - - -- - - 0. IIA7- - - - - - - - - - - - - - - - -- - - - - - rs, A. I PVC -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -Ef�v C W E 3 T P L A Z A - - - - - - - - - - - -C!F - - - - - - - - - -- A�s- - - - - - - - - - - - - 299.49' FROM SSMH TO SSMH iN15TALL I 0E "C" IIN IET 5 0 INSTALL 150 LF - 15 - - - - - - - - - - - - - - - - - - - - - - - FINISHED .31-ATE ELE�, 11.5,,, IA w z INSTALL 285 LF - .15* INSTALL HAY r,,, (50- RIGHT WAT) C� 9. ADS-N12 STORM r �alsl P, "lcl- INV. 12- - 9.94 0. 1�61 - ('i_ ro, ADS-N12 STORM BALES IN INSTo HAY 9.69 w SEWER 0 0.20% - r. z SEWER 0 0.2079 SWALE _0 INV. 15' 1-0 f-19 I CONSTRUCT "V* BOTTOM < EDGE OF PAVEMENT cl, BALE� AT u rP - - - - - - - - - - -f�A_ - - - Typ) -el z EDGE OF PAVEMENT( 46 �9- W, -(/- - - - - - - - - - - - INLEI SWALE W/4:1 SIDE SLOPES (L _l0F!_- BLN& Exm. 01 - - - - - - --- - - - - - - - - - �- I . 0�1 12 AL -12 254-80' 0 1.0%; 0 ul X if so �L a. z_j Cq ro. a. 61 C'4 T7. ro _j z < 12 4 Z 0 12 2_- o 0 rp _R/W LINE-Wff-S-T 12 - - - - - - U-z 0 (p, v2s. cl;ly 00 ro $ 12.0 CK) (,-P. now- um 12. 1 109 _X_x x_X v 0 12-50 FOUND 5/8 oil 4��r- Z I— uj w uj REBAR .5 CONSTRUCT SWALE OVER 12.0 - '1- --�-VINSTALL 27 > INSTALL TYPE "C" INLET NO ID I r 12.5 LQ 1- G A ELEV. = 11.60 9. 15" ADS-N112 STORM -CONSTRUCT SWALE OVER ADS-N12 :)RM 11,5 C� -, INV, 15" E. W. - 9.12 SEWER PIPE 0 0.20% A z: > >�:: 15" ADS-N12 STORM - - - - - - - - ;0% 10.5 -20 ZZO CO SEWER PIPE 0 0.20% CONSTRUCT *V" E30TTOM Cn 5:: z C� SWALE W/4:1 SIDE SLOPES 1 12-30 12-50 9.5 w 0 0.4%; MEANDER AROUND I 7� 8.5 z EXIST TREES TO REMAJN _j N 1 -7.5 < SOD DISTURBED AREAS < INSTALL 40D. TYPE "C" INLET -6.5 m STRUCTURE DRAINAG 11 11 �9. _j E a- AREA DIvlDE UNE(TYP) T CONSTRUCT BERM FI I SH GRATE ELEV. = 2-00_ w (SEE PLAN) w a- INV. 12 4.W. = 10.00 5.5 z SMS RESERVOIR' DRAINAGE (SEE D 41L .SHT. - OF 4.5 '(TYP) 1- 2 AREA DIVIDE LINE(T;(P) 0 < c�, 0.12 ACS. 114 12.0 TO S-1 CONSTRUCT STORM WATER 0. w 3.5 ro z -JkTOP - BERM 12.0 GRADE 0 WALL 12.01--IIIk Ld �9; 0 'N' CL MANAGEMENT RESERVOIR Ot WITH 4:1 SIDE SLOPES 3: L3 (SEE DATA BELOW) - - - - - - - - - - L)fL .118 INSTALL PRECAST x TYPE "C" INLET < F INSTALL Efl [S-6 Li FINISHED GRATE ELEV. 11-00 -0�"-DOWN 7= 15" M.E.S.; INV. SMS RESERVOIR DRAINAGE 15" S. 7-31 AREA DIVIDE LINE(TYP) 11'0 EXIST, /11 SPOUT GROUND 0 13.0, . . . . . . . . 7 INV. 12* & - 9.00 19. (TYP) < P_ (TYP) iL (0 0 TV EXISTING GRADE m TTOM 0 SL ROADSIDE CONSTRUCT "V' BO' 0 LILI SECTION B - 13 SWALE W/4-1 SIDE SLOPES 1=25 0 _yl 12.10 - - - - - - - - - - - - SWALE x a 0.5%; MEANDER AROUND 0 12�0. X:z I I I I I I I I I Z SCALE: 1* = 4' HORIZONTAL EXIST. TREES TO REMAIN L-_5 jo 1" = V VERTICAL NOTE: EXIST. SOUTH ROAD r, C) C\2 CONNECTDOWNSPOUT SIDE SWALE SHALL BE (,-i,-'b":�: �k_ INSTALL 50 LF - 15" ADS / I I IN TO STORM SEWER W/ N12 STORM SEWER 0 0.20 REGRADED TO MATCH PRE 11 2L.3 0 6" ADS-N12 MATCHING 00 CL 3p-1 CONSTRUCTION CROSS- 0.52 ACS. INSTALL STORM MANHOLE INSTALL 130 LF - f PIPE AND FITTINGS(TYP)/ M/ TO S-4 SECTION FOLLOWING 12" ADS-N12 STOR FINISHED TOP = 12.30(+-) < 12" COVER(MINIMUM) INSTALLATION OF STORM SEWER 0 0.30 INV. 12" S. = 7.71 INV. 15" W,& N. - 7.46 SEWER '4%b CL 0 INSTALL STEEL INSTALL 135 LF - 15" ADS-NI 2 STORM.SEWER 0 0 507. TRASH SKIMMER 13 E3 FORM SWALE IN AbtDHALT PAVEMENT OVER STORM SEWER TO PREVENT S_ 0 U) _j < I" HOLE 0 12,3c 0 CLOGGING OF STEEL GRATE SEAT :64 INSTALL TYPE "C' INLET CONSTRUCT "RIGHT 6 < FINISHED GRATE ELEV. 11.70 CONSTRUCT BERM; w TURN ONLY" DRIVEWAY SLOT i INV. 15" E, - 8.12 W TOP ELEV. =s 12.0 PER FDOT PERMIT NO.: d) 11501 (SEE SECTION B-8) 0.13 ACS. C14 1 1 2=0 INSTALL MODIFIED z To S-2 F13.0671 no I TYPE "C" INLET 1" DIA. U) 12 ADS-N12 CONSTRUCT "V' BOTTOM AS CONTROL HOLE------ CN STORM SEWER SWALE W/4:1 SIDE SLOPI 30< 6 L STRUTURE FOR Z- �l 0 0.57,; MEANDER AROUND W> > _'TION A- A wwo SMS RESERVOIR SE' EXIST. TREES TO REMAIN Q0 NEW 13 400 sFi fL < -CONSTRUCT "V" BOTTOM SCALE: 1" 4' HORIZONTAL C11 60' VERTICAL INSTALL SILT FENCE AROUND SWALE W/4.1 SIDE SLOPES SLOT ENTIRE PROJECT SITE. SILT 0 0.8%; MEANDER AROUND FENCE SHALL BE INSTALLED - - - - - -C,,._ _ . _ _ . _ _ _ _ _ C0MMERrIAL BLDG , U-) I - U) Q 1 1 e IA _j EXIST. TREES TO REMAIN CONTINUOUS - IT IS SHOWN As STEEL GRATE SEAT FINISHED FLOOfR . A BROKEN UNE ON THIS DWG. DOWN FOR CLARITY OF OTHER INFO. STRUCTURE DRAINAGE SPOUT �3 I I I -INSTALL SILT FENCE AROUND (TYP) 00 AREA DIVIDE LINE(TYP) ELEV. 13. 00 " 0 2' 2' 4" TK� _j ENTIRE PROJECT SITE, SILT CONC. SPILL PAC) FENCE SHALL BE INSTALLED PLAN �I/ZAVI - - -T- - &. zz..6L �n T- - - - - - z A BROKEN LINE ON THIS DWG- CONTINUOUS - IT IS SHOWN AS 7, 0 INSTALL TYPE "C" INLET j-: ZMaE igE 16,36% TE ELEV. 10./:) FOR CLARITY OF OTHER INFO. FINISHED GRA T_ S_ -12" INV. 12" N.& E. 8.61 -`12 - 2 1 L2_1 STEEL GRATE 2 Qv 7-77--- CONSTRUCT "Vo BOTTOM 6' CHAIN LINK FENCE (NOT TRAFFIC Ft 5/8* z 254.80' 0 BEARING) RE f-,AR SWALE W/4:1 SIDE SLOPES QRATE ELEV. 12,OQjA INSTALL 4L" PVC N(, D 0 0.47o; MEANDER AROUND PIPE W/12?" TURN r6l. EXIST. TREES TO REMAIN---,(,- INSTALL TYPE "C" INLET 0/ <9 FINISHED GRATE ELEV. = 11.50 DOWN. CAIP END INV. 12" W.& N. 7.95 & DRILL Ak 3 z - CREST ELEV. 6" .5" t� : SLOTS 11.50 HOLE IN CENTER son OF CAP FITTING --7C RADING AND DRAiNAGE PLAN FL 4" PVC 11,20 Lq� A :3 $1 GRAPHIC E ALE 12" 0 20 0 10 20 -0 80 LEGEND: SYMBOLS AND ABBREVIATIONS ADS 14 _C,IkLESS. O'o-ERWISE NOTED) 12' STORM 14 CAP 0 DENOTES 1/2" IRON PIPE FOUND (LB 6645) PIPE DENOTES 1/2" IRON PIPE SET (LB 6645) Opp - aim - 1100 Lry, 15 INV. 12 & FL TOP SAW � .-_ rCA Olp'"Do L DENOTES PIN OR NAIL AND DISK SET (PLS 1674) 'dA <Typ) A <T, IN FEET 1" HOLE 10,00 1 - 12 A DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) 1.4 4 1, 9" 225YR 24HR-11.700D. R-Alr- DRAIN&GE DESr3N DATA: I inch = 20 ft. A ' FILL BOTTOM OF CONTROL 6 ' INSTALL STEEL 0 DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674') w 4 75)rR 24da-ll.6?(IAOD. RAT.) DRAINAGE AREA TO SMS SERVOIR = 1.19 RES 1:1 DENOTES 4"x4" CONCRETE MONUMENT FOUND (*PRM PLS 1674") I -Li i - 22YR 24HFbllll6?l;qs V?417) PREOEVELOPMENT 'C" = 30(WOODS IN GOOE STRUCTURE WITH GROUT TRASH SKIMMER' 10 r 10 CONDIT10i,) d I i A A 4 TO PREVENT POSTIDEVELOPENT "C` - 74(0.80 ACS. IMP-' 39 AC& - LAM PO DENOTES " X " CUT P70UND . 4 A CLOGGING OF PROPOSED METHODOLOGY: MODIFIED ATIONAL METHOD(Fl[i)T APPR&.1ED SOFI' ARE) ' RV DENOTES OFFICIAL RECORDS VOLUME BOTTOM 9.00"k 4 GRAMrIP) 1" HOLE. OPEN DESIGN EVENTS: 5YR - AHR & 25YR - 244; , DENOTES CEN TERLINE 12 18 TOTAL RAINFALL 5YR = ".5 INCHES; 25YFZ 9�5 INCi-i -3 AT BOTTOM ONLy METHODOLOGY: SCS UN11 -IYDROGRAPH(SJRW4(; APPRO%'-":D PROGf, M) /W DENOTES RIGHT-OF-WAY PREDEVELOPME4T CURVE NUMBER � 65(WOOD),/GRASS k"000 CC,". 1) DENOTES IDENTIFICATION Pos,r DEVELOPMENT CUR� NUMBEI� = 79(0.83i-, ACS. IPP 0.39 S. LAWNS)) 16 DESIG�, EVENT. 2YR DE�,OTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) 24�4R A TOTAL RAINFALL 2YR = '3 INCHES I- DE,!OTES PINE TREE SECTION 4 ASSUMED TAILW4TER ELE\ = 11.00 t DE." OTES OAK TREE 4 L I UUMNATER VSAGEMEN'__2(5TLM �ff_5ESS_Q_lP; ,DAj& DE' OTES BAY TREE 2' 2' 4" TK. Trw - ps. volt - TOP BANK -- 12.5 �A DE OTES PALM TREE AREA .:�T T.O,B = 0.20 A 'RES DE )TES WATER OAK CONC. SPILL PAD DESIC N NORMAt WATER Li VEL = 16 00 DE ', ,)TES TWIN SECTION A- A THRU SIVIS RESERVOIR AREA AT D.N.V, !., = 0.12 �CRES -STR Dk '� )TES CLUSTER SMS RESERVOIR CONTROL STRUCTURE DETAILS BOTTL_?A ELEV. - 3.5 ONTAL ---- SCALE: 1" = 20' HORIZ AREA AT BOTTOA = 0,00--I ACRES N )TES: 5YR 24HR D1_31GN HIGH WATER ELEV. 11.1Cq SCALE: I = 2' HORIZONTAL I" = 4' VERTICAL 5YR 24HR FEAK DISCH,'RGE RATE - 0.46 (C,�7S I BOUND 6Y INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND = 2' VERTICAL SURVE� ZS, INC. REVISED DATED 3/24/00, FILE NO. 2000-167. 25YR 24HR 0:!'SIGN HIGd WATER ELEV. 25YP 24HR �-'-�'AK DISChARGE RATE - 0�69 -FS 5 THIS P�'IPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD 2YR 24HR Dt:'AGN HIGH WATER ELFV. INSURA"j(L;E RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D, 2YR 24HR P� -tK DISCH,'RGE RATE CONSTRUCTION PLANS OF 31GNED :;Y: PROJECT NQ DRAWING: OF V, - 'VV. Z . WESTPLAZA ANCHOR ENGINEERING INC. SITE IMPROVEMENTS Of:AWN 8". FILE DESIGNATION: .. .CHOR FOR v ' 'vv z 01ESTGD1 DWG V INEERING ENGINEERS - PLANNERS - ENVIRONMENTAL PERMITS WEST 'PLAZA Cf- FECKED N(- SCALE: C AT NC. FJB - 1 20 ' 4000-11 ST JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 PHONE:(904)388-1259 FAX.-(904) 388-0404 EMAIL.-anchrengecftaLcom WEST PLAZA @ MAYPORT ROAD PROFESSIONAL ENGINEER: r,7777, P�L MN 5 c ADS-N PIPE T PE 'T' 2 0 N S IN _TL t T EX LV' 0 R M ST T0 r T 0 D P C �T EXI STI N G TYPE "C" INLET INST '7G A ALL �A ID �2 57 M, ' FCA RONALD J, BONGIOVANNI 0, C. DATE: ATLANTIC BEAC FLORIDA. NO DATE REVISION tx� BY FL. REG. NO, 24255 11 R , J - 13. SHEET E_ 0 0 o;g: cc 9 >.�!--I LL. Z Z OD Uj 0� >0wo 04 z U)Z N Z ..(n— Z) _j it 0 Ld 0 Un x Lo-z w 0 �9 0 o :2 0- M X w2ff� m 2!-;C- <LLJ Lo CL Q Q- C� W v) CD z z LLJ > !�OD CL V) Uj 11 (A ow >3. w 0 0 (X In w 0 0- Ld> Lu CA CL a- L) >1 a- Ln (50' RIGHT-OF-WAY) 6.P CONNECT INTO EXISTING 3x 299.49' rROM SSMH TO SSMH 6" PVC SEWER SERVICE - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - (PAVED ROAD) SiN z _j (03iSOd SV') W E S T P L A Z A A S P H A L T P A V z— 80 z 254-80' L�Z LD 00 r_� I& �4 -_____ 40 C.O. 7j r- ) 11 1 1 > Co LIJ ctf T z < , _j M Ld> :9 CL Z Z 0 0 0 — —_j L/) z Ln z — BENCHMARK SET BOX CUT IN NE CORNER TRAFFIC SIGNAL PAO ELEVATION=12.85 NOTE. THE APPROXIMATE LOCATIONS OF EXISTING SEWER STUB-OUT AND EXISTING WATEF� MAIN HAVE BEEN SHOWN ON THESE PLANS USING, INFORMATION PROVIDED BY THE SURVEYOR. THE CONTR�ACTOR SHALL BE (_7) CL RESPONSIBLE FOR DETERMINING THE EXACT LOCATION 6 (�� 4 OF EXISTING WATER AND SEWER? SERVICES. z -- I 0 _j U) W 0 1 z mZ < z 6" PVC SEWER SERVICE 0 o CL V) La Cr nLI 0 U- >-4 0 .1 z .1 -t C) 0 00 < < L) INSTALL 1-1/2" SESSUS TOUCH READ WATIR METER AND PLASTIC METER BOX INSTALL RPZ W1 TOUCH READ LID PER ATLANTIC BEACH INSTALL 1-1/2" PVC WATER SERVICE BACKFLOW PREVENTER PUBLIC UTILITIES SPECIFICATIONS. GRAPHIC SCALE CONNECT TO EXISTING 8' WATERMAIN so W1 8" X 8" X 1-1/2" TAPPING SADDLE 20 0 10 20 ��111777777777777111111111 IN FEET 0 1 inch 20 ft. CQ Li C�O. z 0 A)o LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHERWISE NOTED) 6' CHAIN LINK FENCE DENOTES 1/2" IRON PIPE FOUND (LB 6645) < 254-80' DENOTES 1/2- IRON PIPE SET (LB 6645) IL DENOTES PIN OR NAIL AND DISK SET (PLS 1674) DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) 0 DENOTES 4"x4" CONCRETE MONUMENT SET ("PRM PLS 1674") (NOT OPEN) 1.3 DENOTES 4"x4" CONCRETE MONUMENT FOUND ("PRM PLS 1674") NCJE: A REPORT OF GEOTECHNICAL EXPLORATION HAS LD BEEN PERPARED BY ATLANTIC GEOTECHNICAL ANC z - F 0 R M E R L Y W E 9 T P L A Z A 0 DENOTES ' X ' CUT FOUND ENVIRONMENTAL SERVICES DATED APRIL 27, 20CI L� Z ORV DENOTES OFFICIAL RECORDS VOLUME AND AVAILABLE AT THE ENGINEEER'S OPFICE. ALL PAVEMENT CONSTRUCTION SHALL STRICKLY DENOTES CENTERLINE z I CONFORM TID THE RECOMMENDATIONS IN THIS REPORT, R/W DENOTES RIGHT-OF-WAY P: U DENOTES IDENTIFICATION D ID DENOTES TREE (SEE DESCRIPTION FOR SIZE TYPE) V) z WATER AND SEWER PLAN P DENOTES PINE TREE K DENOTES OAK TREE w B DENOTES BAY TREE GRAPHIC SCALE PM DENOTES PALM TREE 20 0 10 20 40 80 wo DENOTES WATER OAK TW DENOTES TWIN < CLSTR DENOTES CLUSTER NOTES: IN FEET AND 0 1 inch 20 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT L z 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: 4 CONSTRUCTION PLANS R .J . B . HADWS OF DRAWN BY: FIELD BOOK NO ; PAGE(S) A ftiNEERIN . T A NCH u'mms& EN & y INCR SITE IMPROVEMENTS FOR CHECKED BY: SCALE: CO 1 )7 . R .J . B . 2 0 ' 'TNIC JACKSONVILLE (904) 388-1259 Z� E�, IV INEERING ICHOR . WEST PLAZA CIVIL ENGINEERS = LAND PLANNERS AT 0. C. DATE: WEST PLAZA @ MAYPORT ROAD PROFESSIONAL ENGINEER. s FLORIDA 32205 W D=ATE REVISION RONALD J. BONGIOVANNI 4000-11 ST. JOHNS AVENUE By] ATLANTIC BEACH , ILORIDA 2W 201Y 2(xr LL.Z 7 OD L.3 EM _72 >0 0 z Z Lj Z� .. -i u- 0 m w o Z w m(L LAJ 0 �tl 0 �20�(L§ 1:2 p (y- w V) EL -< w GRAPHIC SCALE 10 20 40 so '00,w Cn 2-; Z) 20 0 06 Z p (n :3 E� 1-01 V) 0 cc 65 m m--JlllllllL- PZ0 CK w w Ln CL EL Lw IN "m 00 I inch = 20 ft. ks (50' RIGHT-OF-WAY) IDI -299,49' FROM SSMH TO SSMH — — — — — — —— — — — — — I— — — — — — 60pvrc- - —— — — — — — — — — — — — — — — — — — — — — -N (PAVED ROAD) SIN (GaLsod SY) W 19 S T P L A Z A A S P H A L T P A V E M E N T A ERECT STOP SIGN AND INSTALL 0 TING STOP STOP REMOVABLE STOP BAR MARKING- REMOVE OR COVER EXIS 0 SIGN AND REINSTALL WHEN THROUGH 00 254.80' 1 Bu.z LANE REOPENED TO TRAFFIC 00 cli S8DEWALIK LOSED z m Li > > af 0 0-Z z in Z LZ z So GENERAL NOTES: m F- 4.) WHEN VEHICLES IN A PARKING ZONE BLOCK THE LINE OF SIGHT TO TCZ SIGNS OR WHEN TCZ 1.) ALL VEHICLES, EQUIPMENT, (ECEPT FLAGGERS) SIGNS ENCROACH ON A NORMAL PEDESTRIAN WALKWAY AND THEIR ACTIVITIES ARE RESTRICTED AT ALL THE SIGNS SHALL BE POST MOUNTED AND LOCATED 9:1 -nMES TO ONE SIDE OF THE ROAD. IN ACCORDANCE WITH INDEX 17302 All 41 2.) WORK OPERATIONS SHALL BE CONFINED TO ONE LANE. 5�) THE FIRST TWO WARNING SIGNS SHALL HAVE AN w 0 18" X 18" (MIN.) ORANGE FL.AGAND A TYPE "B" LIGHT A ATTACHED AND OPERATING AkT ALL TIMES, 3.) FOR WORK OPERATIONS OF 60 MINUTES OR LESS >- U-i z SEE INDEX NO. 612 MESH SIGNS MAY BE USED FFOR (DAYLIGHT ONLY) OPERATIONS. TYPE "B" LIGHTS AND ORANGE FLAGS u-i ARE NOT REQUIRED. 0 > 6.) ALL SIGNS SHALL BE POST MOUNTED IF THE 0- < CLOSURE TIME EXCEEDS 12 HOURS 3: 1 0 7,) DUAL SIGNS ARE REQUIRED FOR DIVIDED HIGHWAYS �2 0 LL- = >-4 0 08 C 0 ........... /,//////7777777777777// 0 CQ :3 LO ovi 0 Ld CL z w (n 0 z CL z 0 0 z 0 SYMBOLS: z M 0 WORK AREA U. LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHERWISE NOTED) 6' CHAIN LINK FENCE SIDEVALK DENOTES 1/2- IRON PIPE FOUND (LB 6645) 254.80' CL(3SED DENOTES 1/2- IRON PIPE SET (LB 6645) A DENOTES PIN OR NAIL AND DISK SET (PLS 1674) SIGN W/ 18" X 18" (MIN.) ORANGE & DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) FLAG AND TYPE B LIGHT 0 DENOTES 4"x4* CONCRETE MONUMENT SET ("PRM PLS 1674") Ln (NOT OPEN) END 10 El DENOTES 4*X40 CONCRETE MONUMENT FOUND ("PRM PLS 167e) 00 ROAD WORK z- Z) ( F 0 R M E R L -Y W E S T P L A Z A 0 DENOTES " X * CUT FOUND 2z ORV DENOTES OFF1C1AL RECORDS VOLUME TYPE 1, TYPE 11 OR TYPE III BARRICADE VERTICAL PANEL DENOTES CENTERLINE 10 HT AT NIGHT ONLY R/W DENOTES RIGHT-OF-WAY F�: OR DRUM W/ STEADY BURNING LIG WHEN OTHER CONSTRUCTION OR 0 MAINTENANCE OPERATIONS OCCUR ID DENOTES IDENTIFICATION Z) f 5 TYPE 1, TYPE 11 OR TYPE Ill BARRICADE WITHIIN 11LE SIGN TO BE OMMITTED DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) MAINTENANCE . OFTRAFFIC PLAN ANS SIGNING TO 13E COORDINATED P DENOTES PINE TREE OR DRUM W/ FLASHING LIGHT AT NIHT ONLY IN &CCORDANCE WITH INDEX 600 K DENOTES OAK TREE GRAPHIC SCALE B DENOTES BAY TREE PM DENOTES PALM TREE 000 ADVANCED WARNING ARROW PANEL 20 0 10 20 40 80 IWO DENOTES WATER OAK TW DENOTES TWIN 6m CLSTR DENOTES CLUSTER 0 TYPE I OR TYPE 11 BARRICADE, CONE OR DRUM NOTES: IN FEET I Inch 20 f t. 1.) BOUNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND SURVEYORS, INC. REVISED DATED 3/24/00, FILE NO. 2000-187� WORK ZONE SIGN 5.) THIS PROPERTY APPEARS TO UE IN FLOOD ZONE "Xm, ACCORDING TO FEMA FLOOD INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. FLAGGER DESIGNED BY: PROJECT NQ DRAWING: CONSTRUCTION PLANS R .J . B. OF DRAWN BY: FIELD BOOK NO , PAGE(S) SITE IMPROVEMENTS G m oil ot.Tox ANCHOR ENGINEERIN y INCir FOR m CHECKED BY: SCALE: CHOR WEST PLAZA R .J . B. 2 0' INEERING CIVIL ENGINEERS = LAND PLANNERS AT 0. C. DATE: r WEST PLAZA @ MAYFORT ROAD PROFESSIONAL ENGINEER: R.J . B. SH C. JACKSONVILLE, FLORIDA 32205 (904) 388-1259 N-0 DATE REVISION BY RONALD J. BONGIOVANNI 4000-11 ST. JOHNS AVENUE t ATLANTIC . BEACLi, FLORIDA 2. STAPLE WIRE FENCING TO L. SET POSTS AND EXCAVATE A exil' THE POSTS. Seedino Rate Planting Dates Comments TRENCH UPSLOPE ALONG THE LINE Common Name Acre 100 OF POSTS 0 PIN R FLA. 6- I rinE. /V n1cal MG.M0 3 lbs Se tqi�ber- Witt not toter-ate flooding, hV waler i*bte soks. A "ns gatIVOY lb%) Fe ruary El Y" YI?U- 4 lbs S:tzmber- Tolerates cota and dr-ouOht. C r- SLOT OPENINGS SHALL ....... NOT BE IN WALLS 3 tbs S*Ptqmbtr- F r arIv H J D WITH GRATE SEAT .. .(120 ibs) e 2#x2* 7' 4 7: 1 1 ZVO&ASS 60 (bs 1-5 kbs rt-101211511'r- Votunteers may return. in -I' 1 11 . 1", ultif rum) k 4' 3' M CLONER 25 lbs __T_0z Slyptember-_ Annual M-Mler ocullate wood at 5 limes riv :ommended rate. CR kV legume, It (A, No Olots.i2QQrky son �_1UUUUUUUUUUaL 6 07 -A_m#_iu_4_1wWnf9_r I -i&, j " *I OC(Al ' A 11 -lbs �111111mlbclr- - 1 Ly-d"911A ;��ded r it. NOTE, CONC. DESIGN In r Fill:it 1"`I� W71ft UVL0! 6 lbs el oz Seg N1119'r-r- Annualt. winter legume. Inoculate need f1MWft,,M.Men%_Mr, -t'v droua"' M CPU, STRENGTH Dwc8mh#r __gMs best on moist-wgt soils, CU 4000 P.S.I. fit 1L well, ER 15 tl�s 6 oz Septomber- Annual winter tegume. InoctAote V-en"I M_m rate. I T SIDE VIEW 6D 61 Dqcee Qth fta4woo�� CWOVER 15 Ibx 6 oz Se M.gh e. pt4 '02ot.1,�,' Der, !20cr_ A lQume Inocut (U EYE BOLTS IT f 6MROW iLlb," MOV L so.) 60 tFs—TTITTs— Sep ember- �usggrrtwl� 3Q fr-stggz iIomooe 41 1 ncy, Vst "2r_1fIgtd segg C ki U U _j (SEE PLATE 22 Ilbs Short lived perenn I, Some dro V __I E H Q 6' 2`0' 6# liva) UPh t, Apl�ry D-210) A"LAL oz i11L;119UCer_- to 1�025111 11tat. on wekk- rained, Fort olts, Witt not toltr9ile wIlt goAx, ME I It* 0, or- 2 1/4' 44 7 AMN VINirto PCAS 45 tbs Z 1/9, 7/8, 5/8, 1 7/8. — 3 ?. 4. BACKFILL AND COMPACT THE December Gron-Jwl-2n wett-dr-olned content, 3/4' CHAMFER 3 2 1/4' EXCAVATED SOIL HAIRY VtYrH as 16S 9 oz September- A B ?. I ALL EXPOSED CORNERS (Vicla V110SOL)—___ _' DecpbeC grgwl �%st 2m wetj-drolngd, loolay V01. F G 33 7/8, 2 7/qLo_ AND EDGES TO BE ALYCECCiTVEW ff lbs 6 oz Ape Warm season annuat legume. it CHAMFERED 3/4' 3. ATTACH THE FILTER FABRIC TO ±Iodnatls) rWa FF rd "n olls. 00 THE WIRE FENCE AND EXTEND IT EIDEZA --A VS10 ..u,� tegs noc't X V X V 11 oz h Vr. n allon on eroded soils, I— INTO THE TRENCFL July Grows best on jondX_(qjns. FoIrty droyaht rlslotgnt. _LL I I LU LLJJ I _LU I_LL-1 BEARING PAD D E MAIMA 8 (bs 3 oz March- ... ......... H I' is' =DE ...... 2'x2 4/4' ANGLE IRON GRATE SEAT ........................ -- ------------ 3 0z Fil Tt4l h- Varm season annual legume, T ............... ........... Ymmfcs� amtrlcono� — Aygyst Most �j t2E, gel art 35 1/8' 30 lbs 11 oz March Worm floodjlng� Growso�esl in fertile, moist Miv &�FIE_11111911V 51z�� MIL *0120 art 200 @ 12' OZ. B.W. A t Pearl, *L!2fA Oro 41 varieties to uge. SP) soils, Varm season *6nuat to M _E ELEVATION ...... D2111 welt ynder extremoelm VSRf4'A—LnM WNrfAtrN4,3_rR�A,', 50 kbs _11 March- Worm season annuat. Ropid grower. Toierat s dryer soils than millet. 6' grows best on wetL-dralmled s Con also L. 2111F,- al2ne, MG -lived per* VARIES r 1a) Aes h9j, dr-Y STORM SEWER MAX, DEPTH 15' __XI&Us and Qcld. OF r_jAlf logs. GROUT, OR 'RAM-NEK' Usually mixtur4es of the above plant materials are better than a single plant atone. Each of the CONCRETE, 4,000 P.S.I. INLIET GRATE legumes d1scusrsed above can be grown In mixture with annual JOINTS WHEN REQUIRED ryegross andPor the. small grains. In a +wo-crop mixture cut the seeding rote of each crop to H STEEL, #4 12 12' E,W., WITH 1 46 one-half of t1he recommended pt,antlng rote when grown atone. OVER PIPE OPENING, Similarly three. plant t s in a mixture requires approximately one-third of the normal seeding L rate for eacirn ptani, Trea three plant mixture containing a (2' CLEARANCE OVER STEEL, we stand Seeding rate, Ki REINF. BARS, 112' TOLERANCE), single legume, the legume Should be planted at one-half of the p E TENSION OF FABRIC AND L #4 R 12' O.C. B.W. WIRE INTO THE TRENCH. TEMPORARY '_31EEDING D F AD PLANT MATERIALS PIPE MUST NOT BE IN A CONSTRUCTION JOINT ALL FILL TO P SEEDING MIXTURES, RATES AND DATES BE COMPACTED PIPES SHALL BE FLUSH FILTER FABRIC END VIEW N1, WITH INSIDE WALL TO MIN. 98X 2. PER AASHTO TISO MAX. DENSITY Seeding ate Seeding Datm Comments STANDARD MITERED 8' Site Per :ae END SECTION FOR #4 @ 6' O.C. D.W. Conditions Seeding Hxtures Acre [000 F t 2 N, Fla, RCP OR CMP 7 4M�INIMUM.BEARING CAPACITY 2000 PSF H�h kintenance Loins RCP/CMP A B C D E F STORM SEWER General. I. Bahlogross 40-60 tbs I lb 2/15-8/31 Use 507 scarifled seed. 10 . TYPE 'C' INLET CONSTRUCTION DETAILS Use 2, Bohiogros5 40-60 (bs I lb 2/15-8/15 Use 50% scarified Bahia seed, 15' - 18' 21-7` 2'- 6# 6# 6 3/4' F-6' 1'-7 FOR Bermudogross (hulled) B-12 lbs 4 oz I . - . I -_ I I SILT FENCES 3., Dahlograss with one of the following: 20-30 tbs .5 lb Use 50% scar1fled Baho, seed, RCP/CMP H J K L M N Southern While Clover 3 lbs 1.2 oz 9/1-1/1 Innoculate legumes, Annual WhIte Sweetclover 8 lbs 3 oz 9/1-1/1 Crimson Clover 12 tbs 4.5 oz 9/1-1/1 15' 18' 21-10# 21-4# 60 6'-10' 71-00 BRICK ArrowteaF Clover 9 lbs 3 oz 9/1-1/1 Alyce Clover 8 lbs 3 oz 2/15-7/15 STANDARD TABLE Hairy Indigo 4 lbs 1.5 oz 2/15-7/15 OF DIMENSIONS FIRM UNDISTURBED 2- #8 122 6' O.C. Aschynamene 12 lbs 4.5 oz 2/15-7/15 0.5 P ACCEPTABLE EXISTING FOR MITERED SHAPE TO SUPPORT MATERIAL. Slopes I Sericea tespedeza a-40-50 lbs 1.2 tbs 1/1-7/15 For scarifled seed. END SECTION PIPE WITH EXTRA CUT AT BELL _j _j b. 75 tbs 1.7 Ibs 7/15-1/1 For unhutled seed. EACH LIFT TO 13E COMPLETELY COMPACTED 2. PLACE AND STAKE STRAW BALES, 2.. Serica lespedezo with one of the fo(lowln)l Use seeding rate specified above, TO REQUIRED I)ENSITY BEFORE STARTING C) U Rahiagrass 15 (bs 7 oz 2/15-8/15 NEXT LIFT NO LIFT TO EXCEED 6' WHEN COVER W Uj 1. EXCAVATE THE TRENCH. CL CL Tat( Fescue 20 (bs 8 oz 10/1-11/15 Best adopted to R Florida COMPACTED. Weeping Lovegrass 3 tbs 12 oz 2/15-8/15 Droughty PIKE BEDDING <E P U M W LL� I. Weeping Lovegrass 5 lbs 2 oz 2/15-8/15 Gives quick summer cover. I 1 1. 1 1 1 1 Areas 2. Weeping Lovegrass with one of the f ollo)ing, CASE 1 7 -14 —) — ` a, Bahlagrass (507, scariFfed seed) 5 tbs 2 oz 2/15-8/15 J) b. Bermudograss (Hulled) 30-40 tbs 12 oz 2/15-8/15 C) c. Hairy panicum 8-12 tbs 4 oz 2/15-8/15 I r_ co (71" d. Serico lespedeza 8-12 lbs 4 oz 2/15-8/15 Use seeding rate and dates specified above. /Q MANHOLE COVER AND FRAME 4r GROUT- PLAN PER CITY OF ' JAX, STD. BALE PRECAST IN ACCORDANCE WIDTH WITH LATEST EDITIONS OF ASTM C 478 -80 BRICK FLOW �u . 21 4. 13ACKFILL AND COMPACT THE GROUT, "RAMNEK' OR 2' CLEAR 3, WEDGE LOOSE STRAW BETWEEN EXCAVATED.SOIL '0' RING JOINTS BALES. WHERE REWD, CL —M NIMUM WALL THICKNESS SHALL < > 2' CLEAR OF THE RISER, WITH A MINIMUM ?,/FT. WALL THICKNESS OF 5'. PIPES SHALL BE FLUSH WITH INSIDE WALL, PIPE MUST MIN, NOT BE IN BEARING CAP CONST. JOINT 2000 P,S,F. Staked and Entrenced NOTEi FOR ADDITIONAL STRUCTURAL DETAILS REFER TO PLATE D-110 :0 Straw Bate STORM SEWER CONSTRUCTION OF A HAY BALE BARRIER, TYPE J-1 THRU J-1-F Binding Wir or Twine MANHOLE Compacted Solt to Prevent Piping A B A Filtered Rwrio Secilmant Laden Runof F 41 'ILI I I r— — I � POINTS A SHOULD BE HIGHER THAN POINT B :11 1=1 I I- 1 10,=11,—`11-11=11T PROPER PLACEMENT OF HAY BALE BARRIER IN DRAINAGE WAY HAY BALE BARRIER CROSS-SECTION OF A CONSTRUCTION DETAILS PROPERLY INSTALLED STRAW BALE PA VING AND DRAINAGE DETAILS CONSTRUCTION PLANS A DESIGNED BY: PROJECT No DRAWING: OF Z� M .W. Z . WESTPLAZA ANCHOR ENGINEER.IN INCir SITE IMPROVEMENTS DRAWN BY: FILE DESIGNATION'.' CHOR FOR M W z WESTDT1-DWG r7 I k V PTL )F2 INEERING ENGINEERS PLANNERS ENVIRONMENTAL PERMITS WEST PLAZA CHECKED BY: SCALE: AT Z� R.J . 13 . 1 2 0 ' NC. 4000-11 ST. JOHNS AVENUE JACKSONVILLE, FLORIDA 32205 PHONE.'(,904)388-1259 FAX.-(904)386-0404 EMAIL;anchrenge(paol.com WEST PLAZA @,. 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I . . . I . . . I .P . .. I . I I . . I I . . . .1 . . . �. . . . . I . . I. I . .I .x� ,.XI 21 . 10, . ,4 � I 0 . . . I . . ,� I . . . . I , . . . I . I .I . I--- -I I I I . . -A I L0 5 I Ld . ..1 X6 . 1 (13' MAP.) . . I Q0 :" _ > . . .. . . I < I . I . . . I . . . . . .. . .. . .1 . .I I . ' ' . . . .:I- P x I C\2 �_l &!; a- . . . LEGEND: SYMBOLS AND ABBREVIATIONS (UNLESS OTHERWISE NOTED) � . . . . . . . . . . , 1 . . . I I . 1,. . . I . I . X.4 W.P_. . , . . ' ' ' I I. . � . - "Pm kI 4P - I - I - I . . . . . . I . I . . . I . . . . . . . .. I C,I 0 DENOTES 1/2" IRON PIPE FOUND (LE3 6645) . I. � . . -;t , , - - -�,f- . . ., 6. . 0-4 kn . . I. I I I .. . I-, . I .. . �,, I X 0 . .. . . I I . . I . I . . I . . -1 I . . . , . ..- - I �I . . I . . . . . I . .I . .. . I . . .. I . . . . ! - I I . � . . . . I . .1 � - .,1 , � I . . - . . I 1 12*PX 10 I I 0 DENOTES 1/2" IRON PIPE SET (LB 6645) . 11 . . . . I I . . . , , - . I It DENOTES PIN OR NAIL AND DISK SET (PLS 1674) 1 1 . I I . . . I . � I .I . . . . . . . .. -.. ... . . . . . I -el . I , . - . 2. � , . _. ., ., , +, , - - � 102-00' ! A DENOTES PIN OR NAIL AND DISK FOUND (PLS 1674) s . . I . .. I I - - - - , - - - - - - -, -_ - - , - -_ __ -- I .I . . I . . . . . . . I . . . . I . . I . . � . I I . . I � , . . . . . I . I I . I I . . I I. . I . . . . . . . . . . . . I . . . , .7 �. I I , .. , ,; ,., .. . . . ... . . . . I . . . . . . . . tq . . . r- __ . __ , I I . I . I 1. ; .\,/ � 0 P I . - - - - - , - o.p I . I 0 DENOTES 4%4" CONCRETE MONUMENT SET ("PRM PLS 1674") 1 . . I I . - . . <� . I . . I �" -- X,. '. .'. .P X,( I . I . . I . . I . . , . . ... I . 11. y .. , ,.I 18 . 6*PM I I . 0 DENOTES 4"x4" .CONCRETE MONUMENT FOUND ("PRM PLS 1674") . I . . I . . . , . , . . " I . . . . . . . . I . . I . . . I . 1. . . . .INDICATES, REMOVED TREE - . . . �4 . 1 12 P . IwP . . , . . . I . I . 0 DENOTES " X " CUT FOUND . . . I . . . ; I . E_ I SSMH . . . . . .. . . , x . . )( .- � , I ( . . . I I. . . I I . . . I . . I 0-4 , . \ . \. . . I . I�" 0. . . . .-). :� I . I TOP ELEV=12.26 ORV DENOTES OFFICIAL RECORDS VOLUME . . . . . . . . . . . . . . . . . 0 1 . . . . . . I . . . . . . I I . . . . . . 0 . I C/) 1 . . . I , . . . I .,. I . . I 00 I . I I . a . . I. . I � I .1 , , ..I �, I . . I 1. I 1. . lo- . . W.INV=8.96 � DENOTES CENTERLINE I . .1 �, I . . I . 1 . I I . . . . . I . I I : . , . I.; .. � . '. - I . . x . I FLOW LINE=9.00 . . . . . I I . . I ,.. .. I . . . . . . . . . 1 4 L_ I . . . I . . .. � " . 0 1 I.I� \JQ_P " � .1. . I w 1 . R/W DENOTES RIGHT-OF .WAY . I . . . , . . I . 1. . . 1. .1 I . . . . .. I -I,. � I . . . .m�� . . - (::- _T_ ___3 I , I . E-4 LO . � 10 L__ -D ID DENOTES IDENTIFICATION �.. .I . I., . . I ' ' - . . C9 P . . 'A m "'r % ,I 2" �:: I . %K . . -- . 0 . I . , _j . 1, J. N- I . . I P` * - , I I . I ATES.TREE PROTECTION FENCING .. .. . . w . . - 7 -, - ., , I , . . . I . I '. . . � t . , I >1 . G DENOTES TREE (SEE DESCRIPTION FOR SIZE & TYPE) Qi � I . I . . I . . I ... . . 12-P ,I - I m, .F , , . . IND C I . . ok� . I -I . . _T_ , __5 -1 I . I .� 11_� . . I . I � ., . . . . � . . � 1.1 � . , . I . . I . . I I I - I . I L_ t, . I I . , . iep 'lo"p ' I . P DENOTES PINE TREE . . . . . .. I : .. . .1 .�'.'. _.". . . I I . . . . I . . . . I . . . -, ,. ;. . . . . . . I . . .1" I IQ- I . tl� � . .. ., , . . I ;:1 I .I I I . . . ;1' . �,.,.. I . . . .1 . 60 " . . . I . ., M, , . " PVC . I .6�', . . . . . I w I I.- -_j . I m , :, . x p :Klwp f8 , . . . .. . , .. . . . I . . . � I . I . . I'. ,. - I � , . I K DENOTES OAK TREE I I. .. I . . t . .. . . � . 1. . I . . �= 3 - I . I . . % .- :-1 . , . I. I . ..?I ,I, . ., . . - . I o"p I . 8 DENOTES BAY TREE . 0 .1 . . . . � . . .. ! . . . . (L - . .. . . . . . . . , :.., . , ; . . . ., 1. . . I I . . . . I 0 . . . . . . . . . . .I . .f. � . -�, ,L,� . . op . I o"p - I __- __j . : I � . .. ., I .. I I . . . I . . . I . . . I I 1 1 _____- ,(�) . PM . . . . - �_ . . ISIP. I ., . I . . 1. . I I .. . I . : SSM H - rw DENOTES TWIN LC � I I . I . I , I . I . . I . __ . . . . . , . '. 12"P . . . . . -ES-TREES MISSED OR'SIZED INCORRECTLY. 0 . . . . ,xI . . . . __ TOP ELEV=11.98 . . . . . INDICAT . - 15 X , , xi p . , I . 1. . - I I ..�,", _. I '.. I I I . I - -- . I .1- � . I . I z . 0- 102.00' . . . k 102.00' ---- ----- S . . . . , . . . . ..I ' . . ,-, els, I 1. � . . -- -_.- -_ /COULD NOT VERIFY CLSTR DENOTES CLUSTER � I . . I I !.� , -, � _. - - - - --- _ Ir - I ,... � I � , f� . . PER ATLANTIC BEACH TREE ,COMMISSION. . . -1 , -, I -- - -- - . - �'. ,. o.P 12�'P . . . . . I . . . > : , %41 1 1 -1 I 1: � I ... I ": , , , . I , . - 11 . PIPE SIZES OR INVERTS Z � . � .I I . . . . . . I I , . .1 I I . . . . . I . . . I -__j . I I , � . . . , . .I I I . I � . . . . . I . p&ITJ ,, - . I I I 0 . 121 . . . . .. . COULD NOT OPEN LID 1. . I . . I . . - i I. I . . . " . . . . . . . I I .1 .. . , x . . . -__j I . . . . . . . I I /\ , - ,I � , I � . I 11 - I . .1 qz� � , . . .. . - I I I 1. .. . . . . . . . I . I . I . I . .. . I . ., . . . I . . I ",1.,1 o,p . . . -K I . �..I . . I . . . . . . . I . ,::� . I , ., '.11 . . , . .. '.I ,.� . . .X, � 12"P . X8 . . BENCHMARK: NOTES: uj . , . i . -- . , . . . i:.- . I- . . . , I I -I .I - . I. . . N. RIM OF SSMH1 1.) E30UNDARY INFORMATION WAS TAKEN FROM A SURVEY PREPARED BY BOATWRIGHT LAND . k.. (4 . . f . . ..I � � I . . I 04P . .� . I . TO jBE REMOVED, Pq I 0 P I . . � .. . . , 12 I— . � . . . � :.. . . .. . , INDICATES ADDITIONAL TREES . . I . . .. I I , I I . I . , . , , , .1.. , I , . .I . , .. ,. ,. . I . 12. .. . 'MTLE.C -) -71" ELEVATION=1 2.27 SURVEYORS, INC. REVISED DATED 3/24/00. FILE NO. 2000-167. . . I . . I . . .. . ,: .... I . 127P I . . I . .- . - . . I .. . 01 .. 1 - . I I 1, , . I , . : . - , , , , . I . u . . t X - X . i -IONS. . �� I I . � . . . . . F 1. . I . i w _ ) o PER SITVPLANMODIFICAT I . I . . . . I . . . .: . - I . x . . 2.) THE DIAMETER OF THE TREES WAS MEASURED AT BREAST HEIGHT (DBH). .__� . . . . - . .. . ( ::) � .1 . . . . I . . . I . I . . I . .11 "I .. - . I . . . I . Nit I . . , , ;.I 1, vp o"P . . m . . W kz . I I . . P . X 64P .. .1 ... I_ ''I . . . w . 3.) ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D. 1929). � , . ; . . . . . , - . . I I I . x It" 11-0 - I I . I 1 . , ; .." . . . I, I Xx , . . " . . . - I . - . . . I I I . I . . . I I .. . . - . . . . lo*p I . . . 1. . . . . . . I :> I . - . . . . . I . �" . . , � . . . . I op . .., . I . Ad, � ,. - I I I . . . . 0 . I . I I )1� , , , .. .. �. . . . . . I � I . . . I . . . . I x% I)1.\:- 'T'. , . � . .� tolp . . . I _< . 4.) THE SPECIFIC PURPOSE OF THIS SURVEY WAS TO LOCATE TREES, THE ADJOINING �;h . I , . I . � . �I . . . . . I . . - . .. I . � . I I I 1.11 � , .; lvp- I - . Z . I .. 1, I I . I . �Z4 . I . I . . 11 . . I . . .p I I ROADWAY IMPROVEMENTS, UTILITIES WHERE OBVIOUS AND TAKE: SPOT ELEVATIONS . , � . I . I . . . . 19 . . I .. I � ,- . .. . .I .., -,�.. , . . > Irp 10.p CL k1- . . . . . . . I I 1, . I i I 1,2"CLMIS. I x . I . .. .. I I AS SHOWN. - . . .. - I I , . . . . . I : - . . . I I. .. . �. . . . . 11_� . . , I I I , . . .11 - b"P Ko 12'P, I 12'P , . . . , . I . . I I . . . I . . , . . - . . . . . . I . I . . � . , . , . .. � I . I . I . o*p-, - I � I , IQ I , I . . �-_ . 45C I . " NOTES:, . I . . I . I " . . X, � . I I . . I . . . I - . . . . . . . - . 5,) THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X", ACCORDING TO FEMA FLOOD f- I . - . . - . . . . . . I . . �. I .. 1. . . I .. 1. . .. . . . lb . -, . X .I . b 7P . .. . .. . . ...I b- I- . I' �. 109.P , , [__ . - ,, .. . I __j . INSURANCE RATE MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D. . . . . .1 . .1 . 100 '. 10 - . . . I . 0 0 . . . . . . ... . '. . . 1. I . . . . . .100, . . . . I I w - I , I x � X 12-P �. 00 10 ..p 6"P 00 < . . . . . . .. . I . , I k , . . . . . . . . . 4 . . -di X " . .,ot 4 16 X . I I I . 0 0 . I I �, . . . I . 0 0 . I I . . - . . . . - . . . . I � --r. . . -, , - - "%.FIBER OPTIC CABLE . . .. . . . I '2 .FOR COMPLETE SITE/LANDSCAPE PLAN . . I . . . ... ".�'., , � -,,, 0- . * SEE, SHEET L-` � . . I . I . -I � . . I . . I I __ �I * I 4'P 41 . . . . . . . I I . , . . I . . I I (10 MARKERS (UNDERGROUND) . . I . � . . . . . I . . . I . I . * L_ (Z) -F -----> i .I L__ (=�, -,r , I . . I 9,1.1 1. 11 12.*P . . I . I . I I . , � �11 . . I . - - . I I X\I 5.p . . "P ,,., . . , . .. .I . 1. . . 14 I . . .., . . � � . . . . . . L_ C=) _T_ . I .< I . I I . . I I I . . * SEE SHEET L-3FOR OFF SITE MITIGATION PLANTING - , 15 . i� . . . . I - . .- I . . , .. . . . . . I .. . x .1 I % ... . (18,5* . 14wP . .. . - . I �� I . . . . . . . . . . I . I I . , . I . . . I . I I - . I . 10 , I . . . . I I I . . . t , . , - . . . . . I . . .. * ALL UNDERSTORY VEGETATION TO BE REMOVED . I . I I . I Al*p I . _. 1. , . I ., lop 1 : . Pxv I ,I � I . I . I . . . I I . .. . J.4 1 1 � . , ,. . I I C) . I . . I . . . . I . 1� . I . I . . . . . I , 1.0 , -I . . , � ., 'I,�: ; 0.P . . . .. . . - "It I . . . . . . . , I oll . . _. . . . I . . . I .1 . I . . . . . . . . i-P I . 1 12,0 .. . . . ... 1.11 . a . . . ,. . I ., . . . . I I . I . . I . . � . , . . . . . . . . . . . 1. , . q . . . , I., . . . . I . . I ,t . I. I ,,, . P)%, . . I . . . . I I . .- I . . . I .. . I . . 10-px\)1\12 1 : b . lovp I I " I � , ,. I. . � . I I - 14*P e . . . . I I . I . p , I . 10 P . V14*P . I I. " . . .. I . I - . . I �,.1 .. -, I.. .11 . I cv, -_ . , I . . - . I . . . I I I . I . ; .I . . . . . . . . I I I . . . I K . . LL . . . . I . . I . 11 . . �_ . . . . . I . . . I . . . . ., . I . . . I . SK . . . . I I . I . . I I . 11 . .. . _(9)_ X, K FOUND PK NAIL & DI . .. .1 . I . . . . . . FOUND 3/4" IRON PIPE . . . . - . ... .. . I . 12,P e . NO ID I . w q - I 9 . . . 0 . . . I . . . . . . I NO ID . ' . . . I I . . . ,. . I I . . .. . ..: . 1. I k CONC. TRAFFIC . . .. . . 1�_, _j C14 t.� .. . . . . - . I CONC. POWER POLE . . I . . - I .... I . GONG. P EFIT OF: < � - . . . .. 1� SIGNAL PAD I CON(c POWER POLE 0 I. . . � . . . . .. I . I . W/TRANS. & LIGHT � EVACUATION I I I " ..., SIGN . I POLE W/TR . I .. . wv . W/LIIG.HT . kj d) 11 � . I . - _.,2LJJ�� RIGHT-OF-WAY A� NO Sl'�N . . I . - . &. LIGHT . . I \.=-.-- 1�(t BRYCE HADLOW (� mor_ K215=�AIIL 5LD . .. . . . . . - _ =L f__4f _ 1�--!!!!!:!:!:!!:= w I - - 6- 1 - -T- . . . . I -,- --- .. C" . , -� .. .. ... ,P,;.I . CHr MP41 -_ &, I I . !...:V��q -q-p--------- uuf 1�t.Z.1-4.;.I%-,I,z--Z--j-4, t.�". .-, I WN . . .I - �,-----,---�:,--v,v-.,!*. 14 .),f-y.j4.):;.1 Z. I.%4,1q...�%j'If.-i4%Z,-.a, %Z-.-Z7,1 t ; -..-.. .. . '.. . . . . . . . . .., . - . .yPj,A, -- - - : �:-11' .�A. _7.. ., CONC. TRAFFIC wv ... 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PINES PROPOSED FOR DUTTON ISLAND: 290 CL OFF-SITE TREEV177GA TION AND TREE SUBSTITUTIONS WERE TREE BOARD APPI�?OVED DECEMBEEP 2000. 05 7 (D c (o 0 co w 0 Ma I-AmYM 4 TURN-AMafD ARrA -0 r-I&FOR 0&7k" z oFff&*'Wa C10 A z ce) C) .7, [ON 2 fREVEGETATE ID]IRT ROADS WPERE Ow., 624 PF;ZM- 113 NEW TR41L �4AS� f5EEN REALIGNED PraDrW690 T"AL n'n*J -AIL G-G16) 'EE DET low AN* Bee&MET F ScMr-ovmLoCK PICNIC PA�ILU�N rft�%CET A-W loo .C.O.E."(TYf REvEGE TE DIRT R04D5 WI4ERE 4, 3 f5FEN REAL16NEF-) NEW TRAI 1-4A 41 wo MEAN HIGW WATER ELEVATICN-E 525 45"' CAP AID ABANDM 2.25 r ET, Nra.VJD. 1 00, LOCATED ON ED46T.4'PLA,W!" JDCMTM TRAL (TYP; E FWvefW7ATP ED-S-51S e3-Pltr ft,,AD A4 PICNIC ASSA SPL-ET C-4] PER14�SMECTNE a.K4"41�,CF 0 T EE �m WIDd TAW WOEF41-CRY 1 4F* NEW 6P�WAUX ICH p9p..Mrp� WW T"L tO 15B FiffiLD LOCATeO PICNIC AREA MCI&C PAVV_ MR PVA4 e&_-X N-EET A-V uumm T" 6yd �4 Elm Im AV Fnup Loa-ve W PX2=TAZLEA VjnW Aw9A 00 aVAr>ff TRAIL TO&VET AT COW-6LA6 cr)1AvtL1c;N r 141, PICNIC AIREA (063 6"w c-4) 4v -1 -AW4 eEWC"A Thff,CLL CF MOM A42 EMEftTC*K'r -M#4 Aft' mp Lorwa w mcwc TAELFA 0 -A mv!!A"wkw4 wAv, 22o PCEr,N.M-D.M1 Aa LccAVL)CN kEA pRIMITIVE cAMFIN .40 (ft=SWW"A 44 'do I I EX15TIN6 BERMS TO BE REM !f 40 Soo.fA%mm ppx�m BERM jqjrkmd)_f6 TO an udw A6 r"iN Pcfv 1.(7r-4rkW 10 00 LL 10 if TRAIL R 0 u A N D. co OA 0 2,62 (D I FZT) 4e KIT WK ow 00 < OF # 4, 'lift low 4e, NEU) E30ARDWAL< 4( 'S41 4kf FLOATING DocK 20 TREES 4t (CIT'r OF JACK50NVILLE) 100 FICNIC AREA 4 8POIL E3ANK lop" Ik #AN WS' N T 0 FRIMITIvE CAMPING AREA T N 0 T FZ LH o/ FND 4x4 CM E:] A'1 PRM 362-4 MEAN �416�4 WATER ELEVA71ON 329 S D 2,25 FEET, N.n.\/D- Ic 1 L E A E H N T LOCATED ON 9/12/e COWON.XR WETLAND6 LINE M5A F0 - 104 T R A. C T NO , z MEAN WIG14 WATER, ELEVATION 'JOB 2-25 FEET, N.G.VL>. 1% AS o 000 UMSURV5'rEP. SECTION UN5URVEYED SECTION 10 LOCATED DA > L r cHEC; TING TRAIL EDGESIPROUGiHOUT ISLAND AS DAMAC ED 5Y C-C)N5TRUCTION. ALL 5�4EET NUM STLAKE -TR -ATION5 PRIOR TO PLANTING FOR LANDSCAPE ARCHITECT FFFROVAL. pr wl M1 TIGA TION (FROM WEST PLAZA tr DUTTON ISLAND.- 4kq: wwm I 4 1141 ;jl A FROJEC,,T NO. 0115 J . DOUGLAS SNEAD JR . , A. I .A ARCHITECT AR 0002961 DRAM 15)'0! DATE: 103 CENTURY 21 DR., SUITE 209 JACKSONVILLE, FLORIDA 32216 -8740 FAX (904) 720-0269 (904) 724 5uildinq Shell For �IARK DATE REVISIONS ozo - h , Florida ��ayport Road V�est Flazo , Atlantic, 5oo(, "A I NDEX V I C,, I N I T'r ��AF SITE LOr-,,ATION FLAN Al Foundation "A"i 0 �14 50r A2 Floor Flan KE5T PLAZA 10 47 A5 Elovotion5 RZ NTION A4 Se.(ftiona 13ASIN 410.1 E I PARKIN& OL OL 7 r% REVIEWED Jacksonville Fire Prevention Div, RECEIVE NOV 0 2 2001 each nF2 NO EXC' of AtlantIC B EPTIONt city EXCEPTIONS AS NOTED Building 0d zoning SHEET# LVIN61, COR, MAYFORT RD 4 YNI, PLAZA ELECTRICAL LEQEND- FIRE ALARM E3U I Ll�� I Nc��7 C,,OZ�)E ATLANTIC BEACH, FL FLAXWESCEW LbMflM FbMM - RECESSED VM JUNV" BOX jk AE35REVIATIONS nromt mum=COKOL"CONKCMOL (g) CEILING MOUNTED HEAT DETECTOR. 5TANMARD BUILVIN& CODE - Iclq-1 CODE ENFORCEMENT JUR1501CTION: ATLANTIC, E30H. 0 L 5 FU"ZSCEWT uownw nxr-m SOME AgAaM EXCt$q MM [WEWZNCY aMAAM. F.A.C.P. DENOTES FIRE ALARM CONTROL PANEL. BUILPIIN& DATA., WIL-VIN6 SHELL ONLY FU)OKSCIEWF LX*IrM FDnUK - SLWAU WOUMO. FLUSH MOUNTED MANUAL FIRE ALARM PULL STATION. 46 INCH MOUNTING A55EMBLY X1 BUSINESS EDUCATIONAL 0 n auon=W.4804"WEW OR�U& UGmM nk7M- RECEMO. HEIGHT. BRICK \/F-NE!EFZ 00-4 PL FLUORMgW,KJ.D.09 WANDESCEUT LIGHT44 FTMRE - %AFACt INVU5MAL r.,,0 N G. GONGRE7E HR. HOUR 09 WALL UOUWM MERCANTILE RE51DENTIAL FACTORY - SEMI-FLUSH MOUNTED FIRE ALARM AUDIO/VISUAL(SPEAKER) WARNING DEVICE, OCCUPANCY 7 y4p. NOOO 0.0. ON CENTER CONCRETE 5LOCK EMERUWV LIMM4 FIVURf- DO W V*rrM 90 INCH MOUNTING HEIGHT. INSTITUTIONAL. (UNREST) IN5TIjpTIONA1_ (RE51) STORA6E - &ARA&E EW LW - PWME ARRM AS SOMID.9"NO 09NOM F#= ORWNUTOL DO NOT WffM TECTOR, MOUNTED IN A/C DUCT, SEE HAZARDOUS MIXED OCCUPANCY YES NO STL. 5TEEL FIN. FINISH DUCT MOUNTED SMOKEDE ESE= FRAME PARTITION (METAL OR WOOD 5TUDS) 110.0 Paz moLwm uGHnNo rwRm MECHANICAL DRAWING FOR MOUNTING LOCATION AND QUANTITY, TYPE I repE IV (p) TYPE V (UP) PR�rNL PRO�ALL FL. FLOOR MO=SWO4- SNOLE POLE- QVV rfn 20 AW. 120/277'VMT DUCT MOUNTED SMOKE DETECTOR REMOTE INDICATOR WITH RESET/TEST CONSTRUCTION TYPE I I x TYPE IV (UP) TYPE VI (P) F69 4L '101'%M'VSM&4"nWR[ DW"TIDWOODE 415 FT&. FOOTIN6 Ro. HANIPOAP EXISTIN& CONSTRUCTION To REMAIN My R I CAPABILITY, FLUSH MOUNTED IN CEILING, LABEL COVERPLATE TO TYPE T'r`FE I I I TYPE (P) TYPE VI (UP) FOUND. FOUNDATION N.C. NATER CLO!5ET �3 XMiM MZIV27i�N NO.'Tl=694'pl IVZW�ttw. INDICATE RESPECTIVE A/C UNIT. — 'I EXIST196 CONSTRUCTION To 5E REMO\/EV $0 UAOI 15M wx" MIXED CON5TRUCTION YES ��NO TYPE Bm. E3EAM POL. POLISHED (3) CEILING MOUNTED SMOKE DETECTOR. Ix I NO HEN)MI 5PRI*�LEP I YE5 I XINO FIRZ V15TRICT YES DO NOT BRIEW-W rm TO DINER& Tj AIR CONI)iTIONING/HEAT PUMP SHUT DOWN RELAY. 51-064 HEI&HT MEZZANINE No r,.J. CEILIN& J015T FL. FLATE RATED PARTITION LUALL. SEE DETAIL AS PER U.L. DESIGNATION 9- 4=0=mffou&V� RAF, RAFTER A.F.F. AE30VE FIN15HEO 9- V&28-`EMV P-0 S&M Wa JIM-IM%W EVAC DENOTES VOICE EVAC SYSTEM. REOUIRED FOR OVER 300 OCCUPANCY FIR*T FLOOR: 15t400 sr- (SR05% BLP(5. E3LK. E3LOCK FLOOR 5ECONP FLOOR: - NA DOOR DESIGNATION - SEE 5C-1�41EDULE ER FIRE ALARM SPRINKLER VALVE TAMPER SWITCH. ,To lffij MUL CRY GUAIFT UO COVER &:,RN'D. SCREENEP E.N.C. ELECTRIC, NATER (D DOME"M RECE 1ww COVER SEMI-FLUSH FIRE ALARM VISUAL WARNING DEVICE. WALL MOUNTED. AREA THIRO FLOOR: NA HUSM,No.SM 6FWr PQ2 maw 29ftyj la WN 80 INCH MOUNTING HEIGHT. TOTAL 15,400 SF q UAA I &LASS COOLER WINDOW DESIGNATION 1�4 P%XMILSMET1 WrM COManAL SEE FLOM NUME3ErR OF UNIT5 11 MAXIMUM FIX. FIXED H.N. HOT NATER G 0 =% MEAN, OUPW RIE"PUag WM WUND FAUT WERMPra.20 AW. 120 VOLT. OF r=&Ress DOORS TO EXTERIOR 3 OR=M-Uffl�L OFW=W WM M W311 COWRPLATE. ALUM. ALUMINU,M c,.N. COLO NATER (D AREA DE516NATION. 5EE FIN15H VaERM LOCATIM SKAU OE MOVM0 TRAV�L PI!5TANCE TO EXIT - MAX CONvITION :281 LAM. LAMINATE N.H. NATER HEATER SCHEDULE CA M16 QtakK AW"M WX *1m i-CMG EXrm*N A R,M,, MTe,�*P A Wj, LxTsa HOW. UAA PROME 3/4' MAX 50. FT. FEK FLOOP, :2 EXT. ORS. EA. UNIT (22) CAB. CAE31NET PTO. FAINTED CONOW 7OAC=*LE CEILING SPACL NUMBER OF MAX. OCOVIP. LOAD IN5UL. INSULATION P.T. PRE55URE TREATED 0 YqINDOADE516NATION. SEE YiINPON 5CHEPULE JUNMION BOX, EXITS MINIMUM NUMBER OF EXITS, 11 REOUIRED - 22 PROVIOW ff MWOR, FAK KW OR AR CWW1OMNO LIM. EX15T. EXISTINS RM. ROOM L)GWMkW/OR POKR PAMBOW. PARTY INALLS I - HOUR RATED UL DE516N U41q ELE\/ATION PESIONATION wwm N 00~. ftN CowtALEO N 31,48 On UNOCAGROUNO. INTERIOR SEARIN& NALL5 NA, CONT. CONTINUOUS 5.C. 50L I P CORE wd" pi CON(w. K"OONCMD ABOVE CEILM OR IN WA" FIRE INTERIOR NON15EARIN& AALLS NR DR. DOOR CL(5. CEILIN6 INr,>Ir.,ATF_5 DETAIL NUMBER HOWIMN'to P"WARD- N04CA Of MAU" ONOM OLIAHM OF' pp E=WMM&NT�L2 Mr NR 1� MVISWLA0112 2 aF RESISTANCE COLUMNS SALV. 6ALVINIZED FLYNO PL�I`YiOOD INDICATES SHEETON NHICHOETAIL 15 FOUND CO~ 3 SPECIFWALLY&AWIVED ON'ME _1L_ . . DOWES WUNERPROOF - MOM RIECEMMUS NMOWALLY"-0VW FLOOR- rEILINC7 (BEAM5 4 TRU5a_ES) NR CIFT. CARPET FAC FACTORY Vffl TXYVAC GOMO CDV9MMVL FOR SWCHES PWMM'FAYMAC 40110 CCVV?KATE. SECTION NUM5ER U.N.O. U�km w"or"wmx ROOF CEILIN6 NR VNL \/INYL 5FT 5FRAY TEXTURE A ".F. AW4 mm-mo n=R. EXTERIOR BEARIN6 NALL5 NR N-1.(f,. NOT IN CONTRACT 5�IEETON WWICW SECTION 15 FOUND E:p 3 00 MEWA OMCONWO NW DEN3%3 PM, 0 AM". 40 AMPS nms wo CT NEW coupwim ommmacr svmcH/wm)R sTARM Y4E5T PLAZA, ATLANTIC BEACH A y L 4, ....... IT I �4 A .", .,,':7' , -,"-�'�p r',, ,., 7 �*F) �"X I , ,1g,f7�� 1 v '�1.11��I,4 J, 3li7 74 Ir A" I - oil 175 I-oil I-011 I-oil L-all 1 11 -oil I-loll 25 25 25 25 25 -0 25 25 ————---———-————— F-——————————————— ———————- —————— ——————————————— —————————————— L F2 401 1 0 11 It 4 50 -Oft A w Z LL w UL 6" CONC. 5LAE3 N 4" 5LUMF REI F, NI &Xe?XIOIIC N.kN.M. 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I .401 - 011 m < Foundation Flan I/a,1 11 Oil 2 12 20 xx dill ,-vj _ _v__j _v_ _j L_ __j FI >1 L 5CALE 1/5" 0" �,T. W % '�' V .wn 4z�,.:� 'A I'V M ztq -W IN6 0, -tm " i ", M� "'41 - . - 4 - N �Ivn R -,8 m 4, 77, 41 WV ir, �v Oil - 011 251 oil 25 0 25 - oil 251 - 011 .25" - Oil 1-61 1 A3 �5 %; ------------ ----------- E--------------- ---------------j --- -------------I L J ------------ ------------------- r-j �4 A FUTURE I-HR FUTURE I-HR < PEM15INCS, N/&%LL(7YF) PEM15IN6 NALL(T'T'P) Q M ROU6H IN FOR FUTURE 9 I u- 1 11 NATER FOUNTAIN Rl T'r'FICAL FUTURE I RIVP FRAME (TYP) %b n I C)� E3UILP-OUT I 44-- - - - - - - --- - - - --- cp tu Zt N 1\ -Ti-011 /31-01 10'-0" , 41-0,1 101-011 / 41 101-011 /4'-Ol 4-�-O' 0111 4'-0' 101-011 -all 101-011 , 4 L.-P 11 4 �q oil 251-011 :2 5- 4 t q ELEV A Li Ln Ln 5REAK LINE ZN — --------- --------- ------- -- J RIC71D FRAME (TYF) 71 N DOOR SCHEDULE U) — — — — ----- — — — — — — — — — — — — — — — Ir7 --7 MARK SIZE MATERIAL REMARKS POOR FRAME I AL/6L ALUM KAkSNER "110" - MILL FINISH 2 51-011>01-011X15/4" METAL METAL HOLLOYi CORE 101-011XI21 ca -011 R 3 METAL METAL OVERHEAD DOOR -- — — --- --- — — — — — — — --- — — — — — 4 3l-011Xbl-WXI314ll NOOD SOLID CORE-FUTURE I I 'loop NOTE; ALL 120OR HARDY4ARE SHALL BE FURNISHED AND IN5TALLE0 IN COMPLIANCE Y41TH THE! FLORIDA HANDICAP ACCES51BILITY COPE Ed r, FOR MILDIN65. X8 > co U) Lu C) cl RIVP FRAME (TYF.) — — — --- --- — — — — — — --- — — — — 7 BREAK LINE 6oncrol Notee, LL. 0 ALL NOOP IN CONTACT Y41TH CONCRETE OR MASONRYSHALL BE PRESSURE TREATED. N ——————————— ---——————— SEE BUILDING, MANUFACTURER15 EN(5IN' EEREP SHOP DRAY41NC75 FOR ANCHOR -c 4 N N E30LT LAYOUT ANV5TRUCTURAL BUILPIN& DETAILS. m 0) FUTURE I - HOUR RATQr,> PARTITION, UL DESI&N U41q TO UNDER51DE ROOF DECK. 201 - Of' 201 - 011 _0 ELEV A 40' - 0" ::3 Floor Fan 0 2 12 20 ELEIV A X\., m NEW f2CALE 1/5" 1'- Oil 7 IF W T V. JV vl 7 74,�� .71, 99 12 EAVE kEll5W ............. ............. .......... . . . . . . . . .. . .. . . .................... . . . . . . . . . . . 111111111111111111111111 JIM Vf STANDARD SIDEIALL PANELS 10'X12' O.P. OR I&XIT ak DR lq'X[2' O.P. DR 10'XI2' 0.14, OR, . .......... 10"XIT O.P. DR FIXID FIXIO FIXV FIXID FIX'r, GL GL GL GL G L cf) FIN. FL. EML 11111111111 " v LL Elevation A -q -56 QZ 0 r r LH (P 12 LL LLI 5TANDARD ROOF PANELS GONT. GUTTER 4 DOWNSPOUTS .51DEWALL PANELS 0 w Z <1 oil 12 Lu EAVE HT. d) 0 A EAVE �4EIGW NVA5 AWNING-T YP. o- C4 N STANDARD EUJALL FANEL& 4 J&XIVO.4 DR 10'X12' O.H. DR 10'X 12' O.P. D R fo'XI21 0,�4. DR, I&XITO.P. OR 10'><12' 0�k DR. 0 FIT FIX'C Flxlr- F1 I milli �x G L GL FIX'O XID FIXT; FIX 1) GL GL GL GL FIN. FL. vi� Ele\vation E3 1/51, = 1, 01, 12 5TANDAFo ROOF PANELS R Ill' ....111111111FIFF Ill I Ill 1111111111 . . . . . . . . . . . . . . . . .GUTTr=R AND pouJN5F1OUT- Y 0 -STANDARD SIDEWALL PANEI co .0 :3 M P Elevation D ]/all 1i oil 0 2 12 20 SCALE 1/6" V- 0" V11 CIA 0) IL (P clq o�l cp x 12 J'' -STANDARD ROOF PANEL c, STANDARD ROOF PANEL STANDARD ROOF PANEL 3" F�G. INSULATION 3" F.G. INSULATION F.G. INSULATION 0 Lu ROOF PURLIN :z tu R OF PURL IN ROOF FURLIN EAVE HEIGHT �n 2 5TD. ENID CAP GUTTER 4 DOWN SPOUTS R-1(3 F.G. IN5ULATION N:V tn a 51DEWALL GIRT f 51DEWALL GIRT C4 f 0 CL ENDWALL COLUMN 5EYGND R-11 FG INSULATION STANDARD fRIGID FRAME 5EYO�,D SIDEWALL A STANDARD SIDEWALL (oll METAL STUDS W, O.C. I-HR, RATED PARTITION U L DE!5IGN U4115 ui d: 0 ->E j 5/8" FIRECODE 5HEETROCK EACH Sir cn (P' REINF, CONC. SLAB (o" R.EINF. CCNC;. 5LA5 FIN. FL. SLAB FIN, FL. 5LA5 vAPcR BARRIER FILL �R 5ARRIER GRADE FILL CONC. 5LA5 GRADE FOOT BEYOND FOOTIN6. BEYOND FOOTING F1 COL FOCTIN6 FI W C3 W &ECTION C :3 SECTION 5 m &ECTION A 3/411 A-4 -011 11 zil-oll 3/411 A 3/4 z4l V' ;hill ILL 7oLFOOTI 6 IN BEY( FooTT Y04 m-TT,�:� X 4 ................................... -—————————————————— ——————————————————— ——————————————— —————————————— Q) A6 A C4 311, TYPICAL UNIT A6, ELECTRICAL/ (P LIGI-4TING PLAN (FUTURE) -j Ld 0 A ro Ito <1 Q I I <1 A& V It LH X I A311 iA2 A4 Al m d -1 1 9 1,3 �3 (P — — — — — — — — — — — — — <1 OW DEVICE LEGENED V f3fREAK LINE LjH- --- -------- - ------- - --------- ------- Switch Switch - three wa� 54 Switch - Four wa� Switch - double pole - - --- --- - ------- - ------- - - - (0 Duplex receptacle 2 "1,3 Double duplex receptacle wp(O Weatherproor duplex receptacle 6 W GFCl duplex receptar-le W H 13 0 > Cr_ Special outlet, Ck CL C1 U ++- — — — — — — --- — --- --- switch- 'disconnect - - - - - - - - - - - - - - - - - - - -- ui P g 0 FIXTUfRE 5C�4EIDULE 0 - - - - - - - - --- - - - - - - - - - - - - 10 2' X 4' Four lieht Fluorescent wrap Fixture g V x 4' two light Fluore5cent wrap Fixture eight ' two light Fluore5cent 5trip Fixture 250 watt metal halide low bs� Fixture U 5REAK LINE Exhauet Pan 4 light combination Dual head smereency light 2011 Vanity Fixture LL- 0 — — ----- — — --- --- — — ----- — -------- LEE) exit Fixture N 250 watt hieh precrure codium wall pac Fixture Cn (20 C) _0 C: 0 :4= m < At 0 2 1�1 12 20 OCALE )/a" - V- 0" H 13 .............................................. .............. Lit —�W,3 W LA 4L w ok -.aV-V- A� gj, "i ow 7,N�� 't A e IMo 120/240 VOLTS 10 3 WIRE - S/N 10K AIC PANEL - H 100 AMP El MAIN'BREAK-ER OR4M.L.O. 240 M�LO, Ej FLUS H ORO SUF;PFACE MOUNTED'Nf TOP O�z E] BOTTOM FED KVA WIRE TRIPICKT C<T I TRI WIRE KVA I IRRIGATION PUMP 12 20 1 2 20 —12 ——VTER10R LIGHT5 20 3 12 P,8CEPTAG�E 12 4 20 5umif mmp 12 20 5 5umf- E�!mp 12 20 1 a 10 13 14 C14 Y 16 115 20 <t o 21 22 24 23 2 5 26 28 2-1 u- 0-) 32 34 33 > Z 40 42 41 FED FROM: TOTAL- LOAD- <VA cp W 120/240 VOLT5 10 3 WI RE 6/N 10K AIC <1 20 FANE L A 200 AMP El MAIN BREAKER OFRXML.O� 240 M.L.O. CN 21 1- . , 15 -% 0 FLU$H OIRX5URFACE MOUNTE TOP OR E] E30TTOM FED <VA WIRE TRIP CKT G<T TRIP WIRE KVA (P WINDOW A/C 12 20 2 20 12 -FICE RECFTS. 4� 12 3 J 4 20 12 fr4WTS WAREPOU5r- RECPT. 20 Z PHONEBRO. RECPT. 1 20 5 20 12 -wAJ3eLLaE 1cHT5 ul 2 V-14 ell" 11 Y-V 12 < 13 14 I& -J............L la 143 20 21 22 23 24 25 26 26 21 30 33 34 ,'T, 4 ...�jj. era rn e r 41 42 FED FROM: TOTAL LOAD- KVA TYPICAL FDANEL 'A' FOR EACH FUTURE UNIT % > 0 -4 ':.le 0 LEGENED LATION LOAE�) CALCU 1. A 1000 4�1f= TWO FOLE �141N Clf;PCUIT 5fREA<EfP-1 TENANTS Sf=4CEI 3 - fR ENCLO5UF--,E - 2 . ( 2 - 11 ) 15 A 200 1`�-I�-: TER ENCLOSUf;PE UJIT�4 A OFFICE LIG�4TING lc3a 60 FT 3.5 va c3-3v a 31 200 41�1f=' TWO FOLE Clf;;�,)UIT 5fREA<EfP-,. W,4F-,EHOUSE LIr-;;HTlNG ( 4) la-) 120va 4aOva a ]&Ova 1-:�00va 13 - 100 Ar-IF I'-IETEF-, ENCLOSUfRE UJ/ A 100 A�If= ( 4) [DUF>LEX OUTLET& ( 1 ) WINEDOWA/C f;PEGEFTACLE 'a 1500va 1500va, TWO FOLE GIFPCUIT 5REA<EF;P,, uj? a 1500va 15OOVA 14. A 100 A�If= LUG ONL`� NEI`�-1,4 3 - F�, CIFCUIT 5fRE ,4<EfR ( 1 ) F>HONE 50ARD RECEPTACLE =�f3 Z> J` fz',4NEL - 44OU5E FANEL ''. TOTAL va 5013va 15. A 2 1/2 '' CONDUIT W1 ( 3 ) 2 �)O t�-IE�l XHI-4W AL CO ( 1 ) * 4 Xk4k4W AL 1& . 4 200,41'IF MAIN LUG ( 40) CI FRCUIT 5F,,EA<EfR FANEL, fk4OUSE f=4NEL .1 ( 11 ) UNIT&, 17 , 4 210 XHHUJ 00FF>E F-, ELECTfRODE CONE)UGTOf;;,. ( 11 ) EXTEf;,:'1Of;P, LIGHTING; 250va x 343ava ( 1) WEATH'EfRF>F�,OOF [DUFLEX o la0va 100va E3F�,EA<Ef;P, FANEL - HOUSE FANEL. ( 1) 1FfR1(fATlON pUMF IF;,Oova 1500va ( 1 ) SUMF=, FUMF e 2400va 2400va Lj- A 2 /0 XI-44W COFFEfR C;sF�OUNDING ELECTFP-,O[DE CONDUCTOF;,1 0 ( 1 ) SIGNAGE 1200va 1200va 5ONDEE) TO THE E3UILE) INr-;; STEEL. N le, 4 2 /0 X�-IHUJ COFF=EF;�,' GFROUNEDINC:; ELEGTF?,ODE CONDUCTOFR TOTAL va 5-1 lava 5ONDEE) TO 20 ' LENC::;T�4 OF FREB,4fR IN FOOTEfR. m 20, ( 4) 3 ONDUITS W1 ( 3 ) �IE�-1 X�44W AL CONDUCTOFS IN ( 11 ) TENANT 5FAGE5 10 5013 va 55aO3va EACH CONZ-DUCTOR51). ( 1) k4OU&E PANEL 02 `lava allava 21, THE ELCTF,11C UTII- 17r Tf;P,,4NSFO F-,r,1EfR Of;P,, 6EF-IVICE 5OX, m TOTAL CONNECTED va �e? 452 IVA TOTAL & 4,521\./a divided lo� 240 vol�5 2&eamp5 AN` g"4 q IL F MD L3: FE FROJEC.T No. J . DOUGLAS SNEAD JR . , A. I .A DRANN 5"r! ARCHITECT AR 0002961 DATE: 5--7-oi IJD5, JR 103 CENTURY 21 DR., SUITE 209 JACKSONVILLE. FLORIDA 322 6 (904) 724-8740 FAX (904) 720-0269 5uilding Sholl For MARK DATE REV15ION5 ��oyport Rood �Nost FlIozo , AtIontir, 5oorh , Florido I NDEX I C,, I N I T",%r �vl A F SITE LOCATION FLAN Al Foundotion A2 Floor Flon 0 \A KEST PLAZA A5 Elevotions RETrINTION A4 50 (stions BA51M ZA EI A PARKIN& OL OL REVIEWED Jacksonville Fire Prevention DIV. NOV 0 2 2001 RECEIVED NO EXCEPTIONS EXCEPTIONS AS NOTEI) SHEEr#__ C"T 2 0 0 1 City of Atlantic Beach 'u Ll�IN&*.. COR. MAIrPORT RD 4 YS, PLAZA ELECTRICAL LEGEND FIRE ALARM SUK*,,-1AR)"Ao'VRE5S: ATLANTIC, BEACH, rL FLUORESCENT LOfr*4 FUTM- RE 0 wnm A;kcTCN Wx a ASSREVIATIONS nxxw METALLC CONOW CONNECrOK CEILING MOUNTED HEAT DETECTOR. 5TANDA\F:�p SUILVIN& CODE lq-lq CODE ENFORCEMENT -JURISDICTION. ATLANTIC 15CH. L 5 FUXMSCEVI LOITM FIXTURE. SW AS ANNE EXCEPT WrrH EME%M� I BALINFT� F�A.C,P. DENOTES FIRE ALARM CONTROL PANEL. BUILPINq, DATA: WILDIN& SHELL ONLr FLLIMSCEW LGkTM Mr"511 - RWACE UOUMO. FLUSH MOUNTED MANUAL FIRE ALARM PULL STATION, 46 INCH MOUNTING ASSEMBL'( X BU51 NE55 EDUCATIONAL 0 K FLUORM041.INC410EIPCEW OR KID. LCRTM FIMRE - RECV=O. El HEIGHT. E3RICK \/ENEER OC>4 PL 24UTM CONC.,. CCNrFZETF- HR. HOUR OR MOj%D!i40.ON W,40ESCENT U%ffM FIXTURE- SURFACE SEMI-FLUSH MOUNTED FIRE ALARM AUDIO/VISUAL(SPEAKER) WARNING DEVICE. OCOUP,'�NrY — MERCANTILE RESIDENTIAL FACTORY - INDUSTRIAL ES ! Np. NOOE:> O.C. ON CENTER CONCRETE BLOCK t:t IwEmwy UOK"nm*L 00 NOT mm 90 INCH MOUNTING HEIGHT. — INSTITUTIONAL (UNREST) 4]IN5TEITUTIONAL (RE51) STORA6E - &ARA&E EM Uaff- PRWM AMM"AS*MCATED.SWYW DENOTES FA" 5TL. STEEL FIN. FIN15H ORIENUT"L 00 NOT 3WFTCK DUCT MOUNTED SMOKE DETECTOR. MOUNTED IN A/C DUCT. SEE HAZARDOUS MIXED OCCUPANCY YES NO Ems= FRAME PARTITION (METAL OR WOOD STUDS) 17�_o POLE WOUMTED LIGHTM FIXTURE MECHANICAL DRAWING FOR MOUNTING LOCATION AND QUANTITY. TYPE IV (P) TYPE (UP) PRYNL PRYNALL FL. FLOOR t TOGGLE%MCH- NNOLL POLE- OWIT TIME 20 AW, 120/277%0%T CONSTRiCTION x TYPE! I V (UP) TYPE V I (P) LMVI"M'%= %wrIt4im CODE 4 15 DUCT MOUNTED SMOKE DETECTOR REMOTE INDICATOR WITH REsET/rEST FT&. FOOTIN6 Ro. HANII:;)(�,-AP EXISTIN6 CON5TRUCTION TO REMAIN $3 2101L%�H 11kYjT AW� CAPABILITY. FLUSH MOUNTED IN CEILING. LABEL COVERPLATE TO 7YFE TYPE: I I I TYPE V , J(F) TYPE VI (UP) .1. lormw-w I a 0, INDICATE RESPECTIVE A/C UNIT. No FOUND. FOUNDATION N.G. NATER CL05ET U.KO. Men MIXED CONSTRUCTION YES TYPE EX15TIN& CON5TRUCTION TO BE RZMO\1ED W"ESCEW WMER - LUfTKN NWA SMI-SEM'. TOM WAIT CEILING MOUNTED SMOKE DETECTOR. R[ NO E3M. BEAM POL. FOL15HED U$""MrAuo arwcRmg at PLA)a- 44 =;w HEW. SPRINKLED _6 00 NOT&REAN-Off FM TO G" UOUNT OMIER& I YES IxFN FIRE DISTRICT YES r'.'J. CEILIN6 JOIST FL, PLATE HUBBELL AIR CONDITIONING/HEAT PUMP SHUT DOWN RELAY. BLD6. HEI&HT MEZZANINE NO RATED PARTITION WALL. SEE DETAIL A5 FER U_L. DE516NATION rn&ru4AO. EVAC DENOTES VOICE EVAC SYSTEM, REQUIRED FOR OVER 300 OCCUPANCY RAF. RAFTER A.F.F. A50VE FIN15HEP U . . &ROSS BLD6. FIRST FLOOR: 15i400 SF FLOOR RECEPTACLE - MEL crre so/m uo caim FIRE ALARM SPRINKLER VALVE TAMPER SWITCH. SECOND FLtOOR:_ NA E3LK. BLOCK,- FLOOR (D DOOR DE516NATION - SEE SCHEDULE Eg ARC�VT[Cr TO SEUCT TRIM COYER AREA THIRM FLOOR- NA Sr,RN'D. SCREENED E.N.C. ELECTRIC NATER DOME UPLEX 1PTACg.5--(g MM.1MOLT.3 WIRE GROUMM. SEMI-FLUSH FIRE ALARM VISUAL WARNING DWCE. WALL MOUNTED. HUIPBELL W SjCwM p ie ock UoLwrm Kan. 80 INCH MOUNTING HEIGHT. TOTAL 15,400 5F U.kO. 6L. 6LA55 (�,OOLER WINDOW DESIGNATION XE COMPLIM W" COVERPLAM SEE FLOM '�jj%:&"_CEVTAgj. NUMBER oF UNITS 11 MAXIMUM FIX, FIXED H.N. HOT NATER CW C. DUPM REMPTACU WffN GROUND FAULT mr. 12o MxT. MEANS OF E&RE55 ' DOORS TO EXTERIOR 3 WkRE GROUNOW. HUBBELL NO. GFW=121"4911 CNERPLA7[. ALUM. ALUMINU,M G.N. COLO NATER AF;?,EA DF-516NATION. 5F-F- FIN15H Ith 445 S5 A'f I QXNTM W481. U.N.O. "TERM LOCA7"S VALL BE W00(TED TRAVEL VISTANC, TO EXIT - MAX CONDITION :28, LAM. LAMINATE N.H. NATER HEATER em::�HEOULE wkg�m MAX 50 gaff . FT. PER FLOOR :2 EXT. DRS. EA. UNIT (22) K"C.�'INCN spumm Amcnm BOX WTTH I-G4Q EXTkNWN A 6 WCH k0_W$4 MEOW. U.N.O. PROVIDE 3/4 NUMBER Of= CA5. CABINET F:Tr;). FAINTED CONDWTO ACCESSOLE CEX= SPACE. MAX. OCCUP. LOAD IN!5UL. INSULATION P.T. PRE55URE TREATED (D YsI1N0O?4 DE516NATION. 5EE YsIINPON SCHEDULE JVOCTION BOX. EXITS MINIMUM NUMBER OF EXITS 11 REOUIREP - 22 PRO\/10rzr,> MOTOK rAK PUW OR AR CONOMMO UW. EXIST. EX15TIN(S Rm. ROOM LIOMM AND/Ok POWER PAM904RD. PARTY Y4ALL5 I - HOUR RATED UL PF_!��16N U41q CONT. CONTINUOU5 S.C. SOLID CORE ELE\/ATION DESI(SNATION WIMNO IN C*VUrf, RUN CONCWM IN SLAB OR UNOEM=ND. INTERIOR BEARIN6 AALLS NA WM4 IN 0ON)UTT, RUIN CONCEALED ADM CEXW OR IN WALLS. DR. DOOR CL6. CEILIN& I�, INPICATE5 DETAIL NUMBER HOWE"TO PAKWARD - NUMBER OF ARROWS DENOTES OUkMW OF FIRE INTERIOR NONBEARIN6 NALL5 NR CIRCUM_jj� QUANTITY OF NO. 12 OONDUCTOR& RUNS 6ALV. &ALVINIZED INDICATES SHEET ON NHICH DETAIL 15 FOUND Vw of WH C"L47 3 MO. 12. U.KO, DO NOT RE515TANCE COLUMN5 NR WS " W COUB" wcarvuy D�O Ow THE PLM DENOTES WEATHERPROOF - WOLW RECEPIAWCLES 0ORCCWTALLY AND PROADE FLOOR- CEILIN& (BEAMS 4 TRUSSES) NR CFT. CARPET FAC FACTOR WR VAYMAC OWSO OMRPLAIE.FOR SWTTCHES PROMOr TAYW 40110 COVERKATE. ROOF CEILIN6 NR VNL V I NrL SFT 5PRAY TEXTURE A SECTION NUMBER U.N.O. U04LESS NOTED OTHERWM R BEARI NR A,Ff, AW4 "ASHEO FLOM EXTERIO NO AALL5 N.I.o. NOT IN CONTRACT SHEET ON WPIG�4 SECTION IS FOUND 300 NEMA OtSDONNECT OM=40 MM'OINOTES 3 POLE. 60 AUPS, 40 AMPS nusm m3R CT NEM4 RATM COMODAMN OTSCONkECT 3WffCH/MOTOR TrAR7ER NE5T PLAZA, ATLANTIC BEACH I - oil 1-011 1-011 1-011 1 1 .25 25 25 25,-0 1 25 -011 25 -0 25'-10 /Z11-211 ----------------- ---------- F------ ----------------- -------------- L FI k F2 " 1 40' 0 4-71-611 50 5-11-6 < F I z (9" CONC. SL,,NE3 VV 4" 5LUMP REI F. N1 (5X(vXIO1IO KKK OVER .00& x POL-1'ETHELENE V/4%FOR BARRIE1 ON COMPACTED AND TREATED FILL –j Y < 5 0 z N X z 20'-0" #7 0 HAIRFIN5- 10'-0" A LEO (T-rF) LU < x LU -vj � --V-JiL --V� _ -V-j --V-j F1 L-- ----------- . 1 ------- _j L-----------------i L-------- L--------------- 112" EXF -JOINT —–— —–—I—–—–—– LLI Z __j LL IN, %3 u <1 I–oil LU > 25 25'-0" 251-011 251–Oil 25 6 6 L q kZ ILI x IJA V) BREAK LINE Q CL F<— ------------------4– > 0 C)i CL F1 1 1/2" EXF JO I NT ILL –4– K 4-------- UA L cn C4 eq LU t,r, Footing 5e-hedula > C� g! F CL 8 . z -J MARK SIZE REINF./REMARK5 (L 0 OL F32 CONT. I'-O"NX2'-0'-D 2-Ir coNT. 18 8 < 5- EA. NA'( OROF FT& LLJ Lu F2 4'-O"X4'-O"X2--O'- FF T LU 31-01IX31-01IX21-011 4 #5,6 EA. YqAY' - DROP FT& 7- F4 :21-0"X:21-0"Xl 1-411 3 50 EACH NAY - DROP FT<5. T- vi -A I, Lg a LU cr-U., P-1 %10 Qk, -j T all, # x lu x LU 4 U) L oil, L 0 N BREAK LINE Q) C) I F5 I F I F- -———— -—————- F- C: oil 20'-0" 20'–' C) 40' – 0" < Foundotion Fl-an 1/511 11 - oil 0 2 12 20 A 01 WALE 116" V- Oil F 25 - 0" ;251 Oil 251 ' oil 25 - 0" .251 - 01, __7 1 1 31 -611 A —bil/ 61-0" OL—A' IN F\� 7 -1 1 r� N, L-------------- -------------------- -------------- J L--------------- --------------- L - --------------- -------------- 0 Y^E3 A-4 FUTURE I-HR do FUTURE I-HR ]:)EM15IN& YSALL(T�rl") III DEMI51N& Y4ALL(T�rF) < ROU6H IN FOR FUTURE I NATER FOUNTAIN w 1. m cl) C) > -1 u T"rFICAL FUTURE I J u RIC71P FRAME (T"(P) 1 1 11 11 Igo III E3UILO-CUT R, 11 11 cff LL,--- IL I Lu 'WE IN, 1, @) I ( 7 D Pi oi-011 li i -Ti- 0, 101-011 It lt- la-all 41-011/ '7'_o -Oil '71-0 41-OR-0" 121-0 0" 4'-0 10'-V 4 -11-011 41-0114 IOl-.0" 4 ----------7.' ______7 11 7=41 " 101-011 251-01, 251-01, 251-00, — 25'-0" ---- 251-011 07- IN— --- - - - - - - - - - - - - - - - - - - - - - - - F7 ELEV A T_ k BREAK LINE -Hj t-- - - - - - - - - - - - - - - - - - - - - - - RI&ID FRAME (7YP.) --- - - --- - - - --- - - - - - - - - - - - - 0 DOOR SCHEDULE - - - - - - - - --- - - - --- - --- - - - U) MATERIAL MARK SIZE REMARK5 DOOR FRAME CN C4 1 1 5/4'll AL/6L ALUM KAYiNER "IqO" - MILL FINISH gg 2 5'-0"X-7'-O"XI3/4" METAL METAL HOLLOIN CORE 3 101-011XIZ-011 METAL METAL OVERHEAD DOOR 4 3'-o"X6'-6"XI314" kNOOD YqOOD 50LID CORE-FUTURE -�4- --- - - - - - - - - - - - - - - - - - - - - - > u cj -1 NOTE: ALL DOOR HARDY4ARE SHALL BE FURNISHED AND INSTALLED IN z COMPLIANCE Y41TH THE FLORIDA HANDICAP ACCESSIBILITY CODE! ;� FOR BUILrDIN&S. cr 8 > CL ig A Ln z�f r u RI&I0 FRAME (TYP.) IN NZ N, 7 m BREAK LINE (1_:�oncrol Notes _j 0 ALL NOOD IN CONTAO�T Y41TH CONCRETE OR MA50NRY SHALL BE PRESSURE N TREATED. C) C5 Qj SEE E3UILr;)IN(5 MANUFA�CTURER'5 EN&INEERED SHOP DRANIN&S, FOR ANCHOR _c E30LT LAYOUT ANP 5TfRUCTURAL BUILPINC7 DETAILS. FUTURE I - HOUR RATEZ-V PARTITION, UL DESISN U4Iq To UNDER51PE ROOF DECK. 401 - 01, v C3 ELEV A I > < Oi� Ir F I o n Q� 0 2 ib 12 20 ELEV A I ffffm Waff ffm A 2— SCALE - 116" 1'- Oil F o EAVE PEIGPT ........ .. ..... --- ...... ...... ............ ANVA5 AUN y 5TANDARD 51DIEWALL =ANELS 10'XIVO.P. DR. 101XI2, O.P. DR. 10'X12' O.H. DR. 10'X12' O.P. DR. 10'X12' O.P. DFZ T < FIX'D FIX'D FIX'D FIXV FIXIC L GL GL GL GL G IL FIN. FL. 11,11INIL---------J1L__J11 L w Elevation 4 I/afl 11 01, (P x 12 t STANDARD ROOF PANELS <1 CONT. GUTTER 4 DOLLIN5POUTS CA (P STANDARD SIDEWALL PANEL5 cv) Eli M1111 Elevation G I/all 11 Oil 12 Lu 0 EAVE �4T. 0- EAN/E �4EIG�4T 4 CANVAS ALLNING sm ANE 101><121 O.P. DR. 1o'X)2' o,P. r->F:;P- IVX12' 0�k DR- IVX12' 0,P� DR. 10'XIVO,k DR� 10'X12' 0_k DR. FIX'C FIX'r� FIXID FIX'D FIXIC FIXID GL G L GL GIL 11111111H I ------ I ----------- FIN. FL. L) �4 FIN. FL. . ..... ct 77 11 cy- m so Elevation E3 Lot 12 STANDARD ROOF PANELS 'TMTTITTTFMTTIMMrTl-MITIITTTTTTMI -TY --(SUTTER AND DOWNSPOUT Ft-O 7— N J__ v) C)_ STANDARDSIDEWALL P. Q Q) Elevation E) 1/0 11 = 1 1 - 0 H 12 20 FA gm IN= 0>—ALE 1/8" it 1'- 0 < cl ry LL -A 1,1Q LLJ <1 z 12 STANDARD ROOF PANEL STANDARD ROOF PANEL 5TANDARD ROOF PANEL 3" FjG. INSULATION 3" FiG. INSULATION t 3" Fj5. IN62ULATION F- ROOF PURLIN LLI 7[ UA EAVE �4EIGHT RC OF PURL IN ROOF PURLIN A A A.A A J STD. END CAP GUTTER 4 DOWN SPOUTS R-Ic� FiG. INSULATION U) 51DEWALL GIRT 51DEWALL GIRT > ENDWALL COLUMN 5EYGND <1 (L fy RIGID FRAME BEYO� D STANDARD R-11 FG INSULATION SIDEWALL C4 STANDARD SIDEWALL Lo N 6" METAL 5TUD5 uz I-HR. RATED PARTITION UL DE51GN U4n �,15" FIRECODE 5PEETROC< EAC14 SIDE �s Co' REINF. GONC. 6LA5 FIN. FL. SLAB FIN. FL. 5LAB (o" RE INF. C:ONC:. .5LA5 vAPCR 5ARRIER FILL VA�CR BARRIER FILL CONC. 5LAB GRADE RADE FOOTING FI COL, FOOTIJG' BEYOND FOOTING FI FOOTIN6. BEYOND N SECTION 4/ 4 5 d/^c 3/4" =I'-O" 3/411 -1'-0,, 3/411 =11-011 4 � A-4 H1,3 H,3 ------------------ --------------- ---------------............. 1 r------------ ---------------- ---------------- 4(o .y ---- A& 146 q jI rq TYPICAL UNIT q ELECTRICAL/ Ae� C) (P LIGPTING PLAN (FUTURE) 0, IMA& III 1 �41,3 -H - - - - - - - - - - - - - — (P X LU 42 < 44 '41 - I P1,3 0 (P W -H- - - - - - - - - - - - - - - - - - - - - - - P1,3 I <1 I I I -DEVIC�E LE-GEND I 5REA< LINE L.J H- - - - - - - - - - - - - --- - - - --- --- - 5 5witch 63 Switch - three wa� 64 &witch - four Lua� 5D Switch - double pole Duplex receptacle --- - - - - - - - - - - - - - - - - - - - - - - L-- Double duplex receptacle UUPO Weatherproof duplex receptacle LU GFCI duplex receptacle W Special outlet F-- --- - - - - - - - - - - - --- --- - - - - - -A4 6wltr-h- dier-onner-t Li (07) LO vH- - - - - - - - - - - - - - - - - - - W)LLj FIXTUF�E SC�4EIDULE 0 _jM M - - - - - - - - - - - - - - - - - - - - - - - 2' X 4' Four lieht Fluorescent wrap Fixture L7 I' x 4' two lieht fluorescent wrap Fixture ejeht ' two lieht Fluorescent 'strip Fixture @ 250 watt metal halide low ba� Fixture P1,3 Exhaust Fan 4 li(aht combination E3RE,4< LINE Dual head ernereenc� lieht 2011 vanit� Fixture 0 LL- - - - - - - - - - - - - - - - - - - -- LED exit Fixture P--------- ---- --------- --- N 250 watt hieh pre5eure sodium wall p8c: Fixture CJO C: M < IL 0\-\ 0 2 (0 12 20 NEW 5CALE I/W -, V- 0" x 120/240 VOLTS 10 3 WIRE S/N 10K AIC FANE L 1-4 100 AMP 0 MAIN E5REA<ER GRXM-L-O� 240 M,L.O. D FLUSH ORX5URFACE MOUNTEDXTOP 0R F) E30TTOM FEE) KVA WIRE TRIP CKT CKT TRIPWIRE KVA IRRIGATION PUMP 12 20 1 2 20 12 -�XTERIQR LIGHT5 UJP RECEPTACLE 12 20 3 20 12 51—GNAGE SUMP PUMP 12 20 5 SUMP PUMP 12 20 1 a 13 10 I 1 12 1-3 14 C11 19 20 012 - 21 22 C) 23 24 01 25 26 21 2 a 2-B 30 LT 31 32 Ill Q 33 34 j 'Z- 110 35 Up C14 3 C3 --- 40 < 6r- 41 42 (1) FEED FROM- TOTAL LOAD- <VA x 20 120/240 VOLTS 10 3 WIRE - 5/N 10K A 1 C <1 21 Fm,4N E L A 200 AMP E] MAIN BREAKER ORXM.L.O. 240 M-L,O. C�4 FLUSH GRX 6URFACE MOUNTED'XTOP �:)R E] E30TTOM FED <VA WIRE TRIP GKT C;KT TRIP WIRE KvA WINDOWA/C Ij 20 1 2 20 12 (��MrE REGFTS. (P WARE�40U5E REr-FT. 12 20 4 20 —5��FICE L�IGHT5 P"ONE5F-P. IRECFT. 20 5 6 20 12 AUARE"6E LIGHT$ F- 10 I 1 12 13 14 < 15 2- 16 20 21 22 23 24 L 2E, 26, 2-1 2 a 2 c3 -3j2-- a 31 32 33 34 .3 36 -3a 0 3 S P4 Al FEE) FROM- TOTAL LOAD: <VA TYPICAL PANEL 'A' FOR EAC�4 FUTURE UNIT uj LEC-3END 1 , 4 1000 4r-IF> TWO f=OLE �-IAIN CIF.,CUIT 15F�E4<EF,1 TEN4NT5 SPACE : �N 4 NE�14 3 - R ENCL06UF,E . 2 , ( 2 - 11 ) 15 A 200 Ar-IF 1�-IETEfR ENCLO,5UFE UJIT�4 A OFFICE LIG�4TING 190 50 FT e 3.5 va 200 TWO FOLE CIfRUIT 5F;,:1E,4<EfP,- WAFRE �40USE LIG�4TING ( 4 ) �@ 120va 4ao\/a 3 13 - 100 At"-11= r-IETEfR ENG1LOSUfP-,E W/ A 100 ( .4) DUFLEX OUTLET5 e 100va 1300\/a TWO F=OLE CIFP-,CUIT 5F;�1,E,4<EF-,, ( 1 ) UJINE)OUJ AIC, F;:,1ECEf=TACLE a 1500va 1500\/a vi LLI 1.4. 4 100 �-1,41N LUG ONLNT� NE�-14 3 - F., 5FIDE4<ER ( 1 ) 1=�4ONE 504F�,[D fRECEFT4CLE e 1500va 1500VA m F,4NEL - 11k4cU&E F4NE', L 15, 4 2 1/2 '' CONDUIT UJ/ ( 3 ) 250 �-IE�l X�44W 4L CONDUCTOFR5 T 0 T,4 L \/a ( 1 ) 1*4 X�44W 4L (S;FOUNF-) ING GONDUCTOfR. p 1(f,) , 4 2004�-IF �-141N LUG (j'NL -T- ( 40) GIF�CUIT E3fREA<EF-, F)4NEL, k4OU5E FANEL : ( 11 ) EXTEFPlOfR LIG�4TING e 250va x 1.25% 17 . 4 210 X�44W COFFE F-, GROUND IN r-:; ELECTRODE CONDUCTOFR. ( 1 ) LUEATHERFF;�OOF [:)Uf=)LEX e IaOva lao\la 5F;REA<EF;P, F)ANEL - �40U&E FANEL. ( 1 ) IRFRIG4TION pU�IF lo) 1500va 1500va F la, 4 2 /0 X�44W COFFEfR C;�F-,OUNDINC:: ELECTF;RIODE CONDUCTOfP1, ( 1 ) 5UMf= FU�If= a 2400va 2400\,Ia ( 1) Sk�&4C3E e 1200va 1200va A 0 C3 50NDED TO Tk4E 5UILDING STEEL. 4- N IS, A 2 /0 Xk4k4UJ COFFER ELECTfROEDE CONDUCTOFP�, TOT4L va al lava 50NEDED TO 20 ' l`1INI1"-1Ul`-1 LENr---.TT�4 OF RE54FP, IN FOOTEF, CL m 20. ( 4 ) 3 '' CONDUITS W/ ( 3 ) r-IE�l Xk44W 4L CONDUCTOfR,13 IN 0 ( 11 ) TENANT SF=14CES e 5073 va 55ao3\1/61 EAC�-1 CONDUCTOF,,,5C), V) ( 1 ) �4OU5E F=IANEL �@ 021ava al I aval 0 c: 1f"*1EFP, 0 21. T�4E ELCTF�,IC UTILIT"'r 7F�AN5FOF�, Q) T07,4L CONNECTED va & 452 ]V,4 < TOTAL & -4521va divided b� 240 vol�s