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Home My WebLink About1203-0230- REVISION 7-8-13c OFFICE USE ONLY: b DATE FILED: 7 !' 1. REVISION FEE: J�' O 0 2. DETAILED DESCRIPTION OF PROJECT SC N to 8tblelof'wnnh PERMIT # RECEIPT # 3. CONTRACTOR INFORMATION, STATE of FL REG./CERT. #: / /i ST. LU BUSINESS NAME: 6 QUALIFIERS NAME: / rVa OtLa.-y ADDRESS: vJ u e� CITY: STATE: PHONE (DAYTIME): 2 FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: 5. ARCHITECT/ENGINEER NAME: or, ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9/23/09 Revised 04/26/2010 STATE: S-8 f'IJ05' oA3,0 COUNTY CERT. #: ZIP: ZIP: I , LOT 9 GRAPHIC SCALE LAKE LUCIE ESTATES SINGLE FAMILY RESIDENCE 5' 21" PINE // ---`\\ It I { I I I I DRY I I DETENTION AREA#1 o I I W I I I I o I I z LOT 8 LAKE LUCIE ESTATES SINGLE FAMILY RESIDENCE FUTURE LAND USE:RU ZONING: PUD r------� J L--_j-Z------ I I I I I I I I I I I EXISTING I HOUSE ! I j { I I { ) J { {'-------------�i-- N 89°5428" E 105,31' 8' HIGH MASONRY WALL - W/LANDSCAPE PER L�(, SLC CODE 7.09,04 (E 0 0 18' 1 26' 5F !r� 18 OEMEND PA8 106 9 I-Ta �---------- b 2� 11, 9' m -gym _ � TYPED' 15" PINE N g 4Z l CURB N �I� a 15-PINE R6 R12' I � b � B N � LMCT, 10' 10 II 5SI O O 12" PINE TYP / m 18, 16' PINE o R5' 10, 26' "- S 89654'28" W 130.00' L T7 LEGAL DESCRIPTION PARKING CALCULATIONS: LAKE LLK EESTATES LOT 2, SAVANNA PLAT #18, ACCORDING TO THE PLAT THEREOF, AS SINGLEFA YRESIDENCE RECORDED IN PLAT BOOK 63, AT PAGE 18, OF THE PUBLIC RECORDS BARS & NIGHT CLUBS FUTURE L ND USE:RU OF ST. LUCIE COUNTY, FLORIDA. 10'' SPACES PER 1,000 S.F. G.F.A. ZONI G: PUD r-- 4 5 1 1/2" WATER METER r------- .I I TOGETHER WITH NON-EXCLUSIVE EASEMENT RIGHTS, ACCORDING TO THE 7,350 / 100 - 74 SPACES 11/2"RPZ I DECLARATION OF EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 1360, 74 SPACES (3 HC) (BACKFLOW PREVENTER) I AT PAGE 2806, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, PARKING REQUIRED L_J I I FLORIDA. PARKING PROVIDED = 74 SPACES (4 HC) DDCV I CONTAINING 95,103 S.F., 2:183 ACRES MITIGATION: - " '^-' PN ^^ ^^-------- I FDC IS'rING i I PARCEL ID NUMBER: 3426-700-0002-000-0 TREE MITIGATION DETAILS ARE PROVIDED IN THE PIV wV wv OUSE I j E.I.R. ANY REMAINING TREE MITIGATION THAT IS I I SECTION 26, TOWNSHIP 36 SOUTH, RANGE 40 REQUIRED, ABOVE THAT WHICH IS NOT PROVIDED PROPOSED THROUGH LANDSCAPING, WILL BE ADDRESSED BY A 10'UTILITY I { I M NETARY DONATION. EASEMENT { L-- PROJECT NAME: AMERICAN LEGION HALL POST 318 -- -------------- E➢. ------------------------- OWNER: THE AMERICAN LEGION, POST 318 P ITS REQUIR OvVq I a �, R z..,. Mc °T''0' I e0 a PORT ST. LUCIE FLORIDA, INC. SLC STORMWATER PERMIT PSLUSD POINT OF SERVICE l� \0 pol� .3 1 o '"`� \ gI I (34PP50` I\ _-_-_-- . —SS9,B5 w •* aQ• P.O. BOX 8031 SLC RIGHT-OF-WAY PERMIT .\ \ y reoz 4�iy F 4 PORT ST. LUCIE, FL 39952 SLC DRIVEWAY PERMIT ------_--��M------------- __SNM_— --`-_--° es �� l 0 ,! 2.22 Ac 3B.E9 P a A SFWMD WATER USE FOR IRRIGATION WELL g03� 05'24 -- 00 `\Lr�j�jo1('•. LOCATION: NORTHEAST CORNER OF U.S. HIGHWAY #1 & SAVANNA CLUB PSLUSD PERMIT TO CONNECT DETAIL'A' �,aL a,a 439.44 R9 o.:� BLVD., BEHIND THE AMERADA HEST GAS STATION. TRAFFIC STATEMENT; SCALE; 1'-10' _1.\ �p3�`p6'3i toxp)6� INSTITUTE OF TRANSPORTATION ENGINEERS PONp '1 \.11 VANNACLUB ROAD SITE DATA TRIP GENERATION, 7th EDITION PROJECT STATEMENT: \ \ : P`-•i' z B 43 ZONING: CG L (A GE/FRATERNAL ORGANIZATION (591) RAGE RATES UTILIZED) THE PROPOSED PROJECT CONSISTS OF A AMERICAN LEGION ' S\I�-.- j" 287A7 zo0.o,, TgACTI ��..+4��(-•,)' l 'E 0 Fr LAND USE: COM HALL AND ASSOCIATED PARKING LOCATED ON COMMERCIAL J 1 C a �— GROSS SITE AREA 95,103 S.F. (2.183 AC) = 100.00% (5)0 MEMBERS) GENERAL (CG) ZONED LAND WITH A COMMERCIAL (COM) S & L0L�ff e WEEKDAY DAILY TRIPS: FUTURE LAND USE. AMERICAN LEGION HALL IS A v!'S �� (3414-501-I915-I6011) -JL IMPERVIOUS AREA 90,875 S.F. (0,938 AC) 92.98� 500 x 0,29 = 145 TRIPS PERMITTED USE IN THE CG ZONING DISTRICT AND I£ 2 3.za AC /,L COMPATI$LE WITH THE SURROUNDING USES IN THE AREA, PROPOSED BUILDING 7,350 S.F. (0.169 AC) - 7.73% P.M.PEAK HOUR TRIPS: THE PROJECT IS BORDERED ON THE SOUTH BY THE SAVANNA �,\ 3 PROPOSED PAVEMENT 33,525 S.F. (0.769 AC) - 35.25% 500 0.03 15 TRIPS CLUB BOULEVARD AN 130 R/W AND THE SAVANNA CLUB x COMMUNITY CENTER ZONED COMMERCIAL GENERAL (CG) AND PERVIOUS AREA (OPEN SPACE): 54,228 S.F. (1.245 AC) a 57.02$ DE. LOPMENT SCHEDULE: A FUTURE LAND USE COMMERCIAL (COM) AND TO THE EAST L CD CA ?'1 O N MA F' BY THE LAKE LUCIE ESTATES ZONED PLANNED UNIT BUILDING DATA: BEGIN CONSTRUCTION: MAY 2013 DEVELOPMENT (PUD) AND A FUTURE LAND USE RESIDENTIAL S 26,,r 36S R 40E PROPOSED LEGION HALL 7,350 S.F. END CONSTRUCTION: 120 DAYS URBAN (RU)• THE PROJECT IS BORDERED ON THE WEST BY A EXISTING HESS GASS STATION ZONED COMMERCIAL GENERAL 2' PAINTED STRIPE (TYP.) BUILDING HEIGHT; (CG) AND A FUTURE LAND USE COMMERCIAL (EOM). THE ONE STORY (HEIGHT OF 25 FT.) LEGEND PROJECT IS BORDERED ON THE NORTH BY THE LAKELUCIE. ESTATES ZONED PLANNED UNIT DEVELOPMENT (PUD) AND A BUILDING SETBACKS. (CG): •-•-'�.-,: RUNOFF FLOW DIRECTION FUTURE LAND- USE RESIDENTIAL URBAN (RU) . THE p. FRONT: 25 FT. DEVELOPMENT OF THIS PROJECT WILL NOT INTERFERE WITH SIDE: 10 FT. THE DEVELOPMENT AND USE OF THE NEIGH50RING PROPERTIES, SIDE CORNER: 20 FT. TRAFFIC FLOW DIRECTION AS ALL REQUIRED BUFFERING SETBACKS HAVE BEEN REAR: 20 FT. ,AND UTILIZED IN THE PROJECT DESIGN, BLOCK NUMBER PROVIDER OF UTILITIES: ACCESS TO THE PROJECT WILL BE FROM THE EXISTING HEST _ (TY )STOP (rvp.) s WATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT GAS STATION DRIVEWAY ON SAVANNA CLUB BOULEVARD, WHICH WASTEWATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT ® MITERED END SECTION IS ALSO USED TO ACCESS THE LAND TO THE WEST, EAST, i AND SOUTH DF THE PROJECT. DRAINAGE NOTES: NUMBER OF PARKING DRAINAGE SYSTEM WILL CONSIST OF DRY DETENTION AREA WITH 5 0 SPACES THE SITE WILL REQUIRE FILL IN ORDER TO MEET DESIGN DISCHARGE TO THE ROAD SWALE ON SAVANNA CLUB BOULEVARD & WILL BE ELEVATIONS. THE FILL WILL BE A GRANULAR MATERIAL LIMITED TO THE PRE -DEVELOPMENT RATE. SFWMD CRITERIA FOR WATER HANDICAPPED STALL E D SUITABLE FOR COMMERCIAL SITE DEVELOPMENT. THE FILL QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. (QUALIFIES FOR MATERIAL WILL BE OBTAINED FROM AN APPROVED BORROW PIT. 6 SFWMD NO NOTICE GENERAL PERMIT) EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE B' { i LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND i SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO I PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- TYPICAL 18' PARKING STALL TRACTA-1 EXISTING LAKE OF -WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN LAKE LUCIE ESTATES CONTROL EL.12.5 ( I I PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR FUTURE LAND USE: RU IN A.v.D.) I I i i i UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ZONING: PUD II ADJACENT PROPERTY AND WATERWAY. J I { I THERE ARE NO WETLANDS ON THE PROJECT SITE OR .,MMEDIATELY SURROUNDING THE PROJECT SITE. GATES SHALL MAINTAIN MIN. 135'SWING CLEARANCE W/ \ - - - - - - - - - - - - - - - - - 21"PINE I EX. 24'CMP 1 ^ ANCHORING Q FULL OPEN. -_.--•------ \ \ INV. EL. 8.80 - GATES SHALL BE OPAQUE. --__-___ __________ \ E WITHIN FLOOD ZONE X AS INDICATED ____ THE PROJECT LIES 0 ', I ON yoTE: \ THE SURVEY. 1 � OPENING MUST BE R5 I PERPENDICULAR TO \ o I HINGES SHALL BE PRuYOSEO \ \ I 1 ��' �` • \\ ♦\ 11 i R5' 2 � 12. 4' IRRI(jATION \\ { I 1 4 EXISTING BUILDING F.F.E. =16.60 ------------------------------------ - 1 � / \ EXISTING HESS GAS STATION ' FUTURE LAND USE: COM , ZONING: CG -------------------- ___ EASE O.R. BOOK EXISTING SIDEWALK EX. 12" PVC J WATER MAIN SAVANNA CLUB BOULEVARD --FM_ —FM— — —FM— CAD DWG OOOOOSP rn N M O 0 S PROPOS\E CONCRET - --PRPOPOSED WELL\ \ . \ iD PAVEMENT ,, /11� ♦------------------- ' \� DUMPSTER PADW/ 8' ---------------- ----- \ � •� HIGH MASONRY' WALL -------------- �> LINE OF FLIGHT OF WALL OUTSIDE OF 10' SERVICE VEHICLE CLEAR AREA OPAQUE U �' GATES [I 10'-0" MIN. CLEAR O -- 12" a 18" CONCRETE MIN, 6' I FOOTING #5 I =' REINFURCED BARS CONYL CONCRETE PAD a, W CONCRETE BLOCK. W/STUCCO .� & STEEL GATES, (TYP.) V \ 1 y $ Z I (BOTH SIDES) W/ (SEE DETAIL) N 89°54'59" E 201.59' \ ^ _ _... _ „- , U I y { (]' FILLED CELLS & 1 #5 \\ o BAR AT LOCATIONS R5' _ 4 I - I I SHOWN (FENCING IS \ W HIGH VINYL FENCE 1 PERMITTED W/ R12' \\ W/LANDSCAPE PER {' ,�.,,..""•, OPAQUE SCREENING) .a PROP N LOADING -��. PAD BED CONCRETE N SLC CODE 7.09.04 (E) MOUNTED \ , I \\ I / bI, F,�I{ ba' '��AL,p fl�'+• - 8 _ MIN. LBOLLA'D STEEL BOLLARD 9 roenl ; ' FnR&AFR IMI I`I �-"' — — — FILLEDWI 1� WiL 1 [� R IRCPOSED COVERED In , 26' + ONE-STORY CBS CONCRETEAREA -CROSS ACCE 0 SOCIAL HALL pA10S.F EASEMENT P i SAVANNA PLA 18 MAIN BUILDING AREA= 6,00 S.F. 13.5"PINE \ PUB. 63. PG. O 0 "s GROSS FLOOR AREA = 7,350 S.F. - 25' \may <\ 6; \ 10, 26' 18' 51 5' SED. \\\ ADA TRUNCATED VERED - REASETRAP S pp FIR NT ENTRY H.C. SIGNS - 5' P. EcILA m o rDOME MATS PAVERS (TYP-) _ WATER SERVICE TO GRINDER STATION \ VV/ w �Yp) BLDG. SEWE SERVICE to PROP, I DO 6L FLAG Al POLE In 'OR . sA°F, il" Q PROP. FLAG p� 10' 10, zo S, PSLUSD POINT d f S P. O TYR SF OF SERVICE 1 ? \ 2' l2 R. PROPOSED 1 e� a S R5 12' 112' 12'u I 12 SI R5 '� -1 GRINDER 2A'a 89°54 59 W w - - - -1— Y 1 I STATION ACCESS AB u�l o PROPOSED3 12' x 48' VACUUM I UTILITY 25.00' Q rip., N o �) PAVEMENT CURB TYPED' ?s�TRUCK AC SS 5, R6' (TYP.) i R I •rhR_o4_ I HOSE BIBB FOR tIFTSTATioN,, ' 21" PINE SERVICE ,'' .� 10, DETAIL A10 10 10' TYP. 5' 1101TYP. �. _ _ ..� LLB L� �ea�A PROP. 6' W`X % H °A� aSs ^ _v"OR I f O'ACCESS &EXCLUSIVE UTILITY EASEMENT J. .6 `. WOODSIGN'WJLIGHT-__--^--^-- EX. STOP 8�+a 11 Z o ^WR613; •jp•-.q,�/ / STOP BAR _v __ _____ ,'O_ UTILITY o . - FIRE I" �'----------- ------ '10 _____ -__ �fin,T �— E ' YDRANII Ih T ( . 1.... I11111 II II II°I IIIII11111111 - DRY s L= gr / WAdi+rutuut+fud-uaMmkl+l---IC/M_-` _ �g R= \ DETENTION / / I _ � 89°54'59" W -` _ _�_-_, ass.r3 / -- --SAS ----- ------- - \ = �•17- \\ AREA IO It / I F- -- -EXISTING 'r--' •'___�� - •a t, / L_J--_-'_�_____ DRIVEWAY' _-__-\ L_J�'_-• _WM� 3 1•P` Lam. / It 1TEL It , EX. e"PVC \ FORCE MAIN � — FM _ — FM — FM SAVANNA CLUB COMMUNITY CI FUTURE LAND USE: COM \ �a ca._v_cv_avee=_co=vv>nxcox cr=_ec >e�- / / J \ It -------------------------- ----- �` \aS^��'°c \\� `\\\ C`hNf�. FM— FM It ►J IARK MANUFACTIRER - PART NUMBER 50 BtONYELITe - 081759H-A-W-S-208 SE UTHONA-KAD 250S R4 SF UTHONA-KAD 250S R2 SI UTHONA-KAD 250S R3 SIDES I_�-- CNRSIDE` REAR o10 ZNG. TECH, scANNED By ST. LUCIE COLN TY FIRE DISTRICT REVIEWED FOR CON2LL4,NCE SUBJECT TO FIELD INSPECTIONS SEE ATTACHED REVISION SHEET REVIEWED BYt _ DATL SITE LIGHTING FIXTURE SCHEDULE N NO TYPE WATfS VOLTAGE MOUNTING DESCRIPTION � 1 IMH 175 1 208 INGRADE 12 INGRADE ASS Cot 1 HPS 250 208 POLE DUTCHi�19 5W LAT ALUMINUM DOOR 1 M6 A250 208 POLE TOP FLAT ALUMINUM DOOR 1 HPS 250 208 POLE TOP 19 SO A E, CUNFF FLAT ARE. DOOR 0 .AP RE N E PIPE TENON, 3'K5" HA ALL ram w SIGN----T�- - CONCRETE& L'I PAINTED SAFETY YELLOW r 8" BAND 10' x 10' DUMPSTER DETAIL 1"=5' 125' 12' - MIN: MIN. ~— MIN. ---I HANDICAPPED SPACE DETAIL REMARKS UM(NALY1 BUTON, LD15, DES S E 1 A V. 4UMPR WITH 1RATION �1T� y.�" BU➢OIV. SEE 517E PLAN FOR EXACT CONFIGURATIONS. ® D T PLAN COVER. 1 J 10i.# V ST E APPROVED Y z W 4d/� I I/pP Z S PARKING H y/r1y�� I C.•}-oZ DISABLED l PERMIT Approval DDc. & Numbs ONLY PARKING HY DISABLED PERMIT � z250 FINE DNLv FTP 25 5250 FINE NOTES: FTP 26 1. TOP PORTION OF FTP 25 & 28 SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO 4. FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED 5. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF " "PERMIT ONLY SIGN OR 8 FEET TO THE BOTTOM OF FWE'SIGN {` \IV• 8. BLUEEPA PAVEMENT MARKINGS SHALL BE TINTED T \V MATCH SHADE 15180 OF FEDERAL STANDARDS 595e 7. REFER TO FDOT INDEX No. 17346 FOR PAVEMENT MARKING DETAILS. JOSEPH T. FRISCIA, P.E. Date Revisions By 10-18-11 PER SLC RWF 03-14-12 RESUBMITTAL 4wF 03-26-12 PER PSLUSD RWF 04-27-12 PER DRC RmfF 06-25-12 PER SLC RWF 07.15.13 ADD COVERED PORCH RWF ui I _I rill Q 0 = z_ z 75 0 00 'T- Q J 0 a W W v '~n J Q ry 0 FE DRAWN RWF CHECKED JTF DATE 08-08.2011 SCALE V-80' JOB NO. 081150 SHEET 1 FL REG. 190.314 8 Receive Y ivi5iat JUL 16 Z013 s.4 I rariF. Count 12'-O" T.QZ A.F.F 5ma thick stucco77 Qu5/ with smooth finish OakRidge Shingles 411-0411.03 nailed with typical 1-1/2" ring shank nails I" from edge and 6" o.c. thru 301b felt on 19✓32" CDX plywood nailed to trusses per roof sheeting attachme t diagram on ro 12 4 1 SLOPE LW- 1/2" thick smooth stucco finish at all window and' door openings 5/6" thick light textured stucco on typical concrete block construction 0 t S End Zone .FrCv\ 7 E L F. /-.TICV 12 4 SLOPE 1/2" thick finish smooth stucco End Zone at all window and lat 4-81' door openings o O 5/8" thick light textured typical concrete o � stucco on block construction I � 3 J 5/II8" thick stucco 5/ `o Qu with smooth Finish ❑ LEFT ELE\//47'GN Decorative Cupola . (see attachment detail) thick ig t textured -- �—stucco on tgpical concrete--- block construction I 5/8 ® IFl� thick CO Ameh N L LGI j --Cp to el al t1iltNi;;QL-l-6 "Crowe 1/2" thick smooth stucco End Zone finish at all window And at door openings SCALE: 3/W' = 1'-0" OakRldge Shingles 411-0 11.03 nailed with typical 1-1/2" ring shanI nails I" from edge and 6" o.c. OakRidge Shingles. 411-0411.03 nailed thru 301b felt on 19/32" COX plywood nailed to trusses with typical I-1/2" ring shank nails I" from edge and 6" ox. per roof sheeting at achme t diagram on roof plan. thru 301b felt. on 19/32" 'CDX plywood nailed to trusses 12 per. roof. ..sheeting attachment diagram on roof plan SLOPE 4 12: 12 4 SLOPE 4 SLOPE 12 SLOPE 1 4 . IT-6- T O 6: At-, .:. .. I 5/8" thick atucIo .Quoins with smooth finish - - I I I O r Ehd Zone at = ringbed Flo r Ah SCALE: 3/16" = 1'-0' 1 LEV/470N NOTES: - Overhangs at I'-0`1 unfe.SS otherwise noted on Roof Plan - roof pitch at 4:12 unless otherwise noted SHUTTERS 41RE TO BE DECORATIVE Quoins with smooth finish OPEN OPEN r_ BUILDING COMMUNITY ARCHITECTURAL STANDARDS f BUILDING COLORS MARQUIS SIGN ARCHITECTURAL STYLE: a.) Green Roof code 25 a.) Double Faced b.) Pale yellow walls code 21 b.) 400 sq. ft. L) Predominantly vertical, rectangular c.) i white Trim c.) Height not to exceed 30' windows d.) Fluorescent back lit 2,) Clear glass windows - BUILDING SIGNAGE : (8878 light .transmission or more) a.) ALL lettering to be min. 12" and max. 24" in height 3.) Square Columns 4.) Arcade/ Loggia ` b. ALi to be Fluorescent back lit 5.) Standing Seam Metal RooF °JOF I -SIGN 6.) D splag Windows 1) Portico/ Porte Cochere I a ; 4e or more roof slope planes per primary facade vertical change in roof height (min. 2') C ,_ of ether addit,onal roof elements facing primary street Pc, arcane or s,miiar element located at main budding entrai9Ce(s) 5/8" thick a cco Quoins with am h finish I I I � I =nd Zone at 4'-8" 12 4 FsLoial . 5/8". 'thick stucco Querns +Llth smooth finish 1 I 1 = Finis d I r End Zone at 4'-8" o o --�,I/2" thick smooth stucco finish at all window and door openings REAR E:-LE\//4T10N.:- O I o sCa I/2" thick smooth stucco Finish at all window and door openings F. L F. I I.. / II End Zone at 4'-8" -0 N L U ry O 0 _U v v� O O. Cal Q N I m I N 5-01 v— oC m.�v m �O �0UQ, 83 U s p C) U 12" N E q a 0 3 � t 6 0 Q u �I Q 5/8" thick stucco C - LL Quoins with amooth finish O .� ... � LL 0 _ _ U SCALE: 3/16" = I'—O" OakRldge Shingles ull-0411.03 nailed E with typical. 1-1/2" ring shank nails I" from edge and 6" o.c. V —i thru 301b. felt on 19/32" COX plywood nailed to trusses O 4; - p.e of she attachment diagram on roof plan (n N, SLOPE < - - -` o a .� O v Qi Lo co O 5/6" thick light textured stucco on tgpicaconstruction concrete constr Block uction Co 00 o Q — % u �iLQ00cp Q .. � N N — _U 5/6" thick">Ituccd - -' Quoins with amooth fmiah �— - ,. 1 .. ? fQ p N N C. I LEI -u U ,1 DO QUi orr� q Eri d Zone sr -.•. :. rJ 4-E l�L alt 4'-81, LLI 4J r_ 73 ST. LUCIE COUNTY PLAN REVIEW. Ij.03— 0�30 BLDG: DATE: ELEC:. DATE: PLUMB: DATE: MECH: DATE: � N m Sheet P Cor m u PERMIT INFORMATION C OFF ICE ' 100 STOREROOM 01 KXG r 8 x 12" concrete column u4 bars vert and a3 ties o4, vest, under girder truss M /A R Cm L K 1 T C H E N . BY OWNERLE p 102 'w h OOI VERIFY ALL EQUIPMENT LOCATIONS. SPECIFICATIONS ETC .... WITH KITCHEN Ace cesaible 142" high folding bar 42" high - P table AND BAR PLANS BY OTHE S Clear Floor S ace Req. counter top top door - eouneer top \ IIII 17WALK-IN e I�i1�1! so nugh �,�I �l�I Clear Floor -FREEZER Space Red. 0 Seats at Bar PIIA Dr wall soffit above r be" - see telling plan O O on sheet RF-I SL VERIFY ALL EQUIPMENT LOCATIONS, ❑ ❑ I r- - - "�'� I Provide 12% x 34 high O SPECIFICATIONS ETC .... TIKITCHEN O LIQUOR AND BAR PLANS OTHERS RS access in wall above bathrooms STORAGE . 10-3 ❑ ❑ II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑N11114-- 100)�100100QOIII FE 104 - y' coontai9htop E3p; O 1I s�I QIlk O couPcounter toI fGR E AL I \v� 6'-2" Co CONTRACTOR TO B ILD UPP R106 _ _ FE CABINETS ABOVE BAR FORSPIRIT STORAGE AND TV'e Shelf ENrJANTEEN AREA UJOMEN e " loa 112 Seats In canteen I I I 101 n' 6„ 29' 4 O II II i �I- SL G� ❑❑ 1 ❑❑❑❑ ❑❑❑❑I I I in ❑ ❑ I I ❑ ❑ El for spenf� attoou tale' I I I see pluwalad�e I I see sheet SC-il for I I details ----- -- I ❑❑ LL== _ -❑ ❑ - --'I Wall of Honor I lO 4 -- 4" soffit for ceiling trensiuon I I in C A IN T r A �1 120 Seats In Great Hall VLn v ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El door wide eodoor to come ftlt /// ppp I I O j� I10 ❑ at top of folding _ at track \N GUEST© I I ©MEMBERS I_ -- ENTRY I I � ENTRY... ' v :v I:I ��; i.l i : au 9 1 O 21, O A - _.>I-� Typical Fill POW MEMORIA KB ."m+ Max. Spacing u la Gars / ft a ,' a. vg ,nJer rJ., trnsv O I g �J EI J U O J IT 7 i ENTRY 11 1: I i.r 412' 12., 4'_IO" 12 24.-L„ 3q_ 12. Provide 8" x 12" concrete column with 14) 44 bars vertand u3 tivs at 12" oc, vert. under girder truss FLC%Qf;� _ --. SCALE 3/I61' TYPICAL NOTES:_ - 2O. All. exposed attic insulation m pless erials in stalled on attic floors shall have a critical radiant 1 Contractor to verify ALL notes and dimensions prior to flux not than 0.12 watt pe square centimeter. Exposed foam plastic insulation proceeding with work, materials exposed on the Unders de of the roof deck or ontheattic, walls shall comply 2. Contractor to STRICTLY enforce ALL OSHA Requirements, with F.B.C. Residential Section R314 - see permit info box Of 'code edition 3. ALL. Lumber to be used as Beam, Rafters, etc:,. to have 21. Gyypsum board material shall con orm to ASTM C36, (i C415, CSIA, Coo, C931 a minimum 1,400 P.S.I. fiber stress. C9ii C1002, CIO41,01111, C 1198, C1218, C1395, or C1396' and shall be installed 4. N, dissimilar metals to touch, according to the following: 5 AL,L.,.Concrete used for slabs shall be 3000 PSI concrete, and ALL Concrete used for vertical filled cells, continuous. tie beams etc- to shall b.e ,3,000 P.S.I. concrete and/or 4,000 P.51 grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan' Drain at water heater in accordance wits the Florida Plumbing Code current edition. L C-ont'ractor to Provide a 2'-8" wide door at one bathroom for y handlcap accessibility requirements, k i•2. Lowest finished floor to be set by Governing Building Department I surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 :4 Door between garage and residence shall be 1-3/81sioid wood - 20 min fire rated" I15, Thc: Garage shall be separated from residence and the attic area by 5/8" type "X" Drywall Location Orient - Framing. Member M spacing ar Nail sizing tia for g o p Thickness Spacing of asteners installation of drywall into Na s Screws Maximum wood framin members 2" x min. ttckness Ceding Perpendicular 24" 1 12" 13ga 1 3/8'011oong with 19/64" head 0.018" diameter'x 1 114" long - annular -ringed or 5d cooler nail I , Walls Either 16" 8 IL" 0,080" dia. x 15/8" long with Drection. 15/44" head OR Ggpsum board nail 0.064" dia. x 1 5/8" with 9/32" head. Ceiling Perpendicular 241,. 1 12" 13ga.1 5/8" long with 19/44" head OR 0.098' diameter x I 3/8' long annular -ringed or 4d cooler nail c eOR -I/$" walls Either 14" 8 Ib" 0.092" dia, xx l Ion with g Direction I/4" head OR Ggpsum board nail 0,0415" dia. x 1 1/8" with 19/44" head. drywall applied to garage wall. 6 G,arages beneath habitable rooms shall be separated from all habitable rooms 22. ALL ceramic tile surfaces instilled shall conform to ASTM A108A thru AIOS:b, above by - 11 sir, ilia i 5f8" type "X" drywall " "' dr wall by 5/8 type X A108.1, A118.1, A118.3, A1.36.1 a 22, Cement, fiber -cement or glas d A131.1 mat gypsum backers in accordance with ASTM ALL Floor e t e lino assemblies shall be protected y C1288, C1325, OR C11�8 and nstalled I.A.W. manufacturers recommendations shall s' ':aa and Celling �ha1' have a Flame- spread classification of not greater than 200 be used as backer for the wall tile in tub area@ and wall panels in shower areas. 1. i an ; l cell ,, f1r s1i s shall have a smoke -developed index of not greater than 450 = New 2" x C Non- bearing stud walls. ,S L JI I -- ------------------------L- N I 0 PAT O LAB . VERIFY ALL EQUIPMENT LOCATIONS, SPECIFICATIONS ETC. WITH KITCHEN 'r AND BAR PLANS BY OTHERS J I 42" high 00 O 00 chanter tap 4-8 - ---- - i I ible i l counter top A :.I Access/-lle, 33" high counter to © O TSIDE o R iv . 1A O" _ SCHLAGE 'DOOR HARDWARE Symbol Description - Product Outside - Trim Inside Trrm -' Latch Strike oor Thickness Dim - $L Storage Rm Lock AL80RD SAT 424 EL Entrance/Orrice ALSORD SAT 424 3'. .. PL Passage Hardware ALIOS SAT 424 3,+ P Public Bathroom T:B.D. PUSH PLATE. ADA PULL. Plate -_ 1.3r�• 17 ALL BATHROOM HARDWARE BRAND TO BE. DETERMINED TO MATCH 626 FINISH AS CLOSE AS POSSIBLE BY CONTRACTOR THIS PROJECT HAS BEEN DESIGNED AND SHALL ADHERE TO THE 2001 EDITION OF THE FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS AS WELL AS THE CURRENT VERSION OF THE FLORIDA FIRE PREVENTION CODE FOR WIND DESIGN, THIS PROJECT HAS BEEN DESIGNED AND SHALL ADHERE TO ASCE 1-05, ELECTRICAL SHALL COMPLY WITH THE 2008 EDITION OF THE N.E,.C. THIS PROJECT SHALL COMPLY WITH 2010 NATIONAL FIRE PREVENTION CODE AND THE 2009 LIFE SAFETY CODE, OCCUPANCY TYPE(53:. ASSEMBLY A-2 BANQUET HALL, ALLOWABLE HEIGHTS t BUiLDING AREA ASSEMBLY OCCUPANCY "A-2" MAX STORIES ALLOWED = 2 STORIES PROVIDED '= I MAX. AREA ALLOWED .PER STORY = 9,500 SO. FT. AREA PROPOSED = 4,120 SO. FT. SQUARE FOOTAGE BREAKDOWN: ASSEMBLY (A-2): 4.541 SQ. FT, KITCHEN: 420 50. FT. BUSINESS: 140 50. FT. STORAGE: 203 SO. FT. COMMON AREAS: 996 60. FT. O AL A/ ACE: L:3O0 SQ. FT. EXTERIOR BARN 254 5Q. PT. (following bar counter top) ENTRY PORCH: 144 SO. FT, BAR PORCH 195 50. FT. TOTAL AREA.. UNDER ROOF: 1,515 $0. FT. "COMMON AREAS .INCLUDE; WALLS, BAR CABINETS AND FIXTURES, BATHROOMS, WALK-IN COOLER, INTERIOR HALLWAYS; LIQUOR RM ETC... MINIMUM OCCUPANT LOAD: TABLE 1004.1.1 ASSEMBLY (A-2): 4541 SO. FT. Al '5Q. FT = 302.13 PERSONS ITCHEN. 420 SQ. FT. / 100 SO, FT = 4.2 PERSONS BUSINESS: 140 SO. FT. / 100 SQ. FT = 1.4 PERSONS "STORAGE 2L3 80. FT. / 300 So. FT = 0.81 PERSONS ''EXT. BAR 19 FIXED SEATS = 19 PERSONS EXT BAR PORCH "116, 5Q. FT. / 15 SO. FT a 53 PERSONS T TAL OCCUPANT LOA 81.0 PERSONS REQUIRED FIRE RESISTANCE: (TABLE LOD -ONSTRUCTION TYPE: TYPE 111 (B) AND SPRiNKLERED FIRE RATED ASSEMBLIES (HOURS) REO. PROVIDED PRIMARY STRUCTURAL FRAME O 0 EXTERIOR BEARING WALLS: 2 2 INTERIOR BEARING WALLS: O 0 FLOOR CONSTRUCTION : N/A 00 00 ROOF CONSTRUCTION: EXIT CORRIDORS. STAIRS, SHAFTS: I I TENANT SEPARATION WALLS: I I FIRE -RESISTANCE RATING FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 402) OCCUPANT FIRE SEPARATION GROUP REQ. PROVIDED .MORE THAN 30FT A O 2 THE CONSTRUCTION TYPE IS: TYPE III B THIS BUILDINGIS SPRINKLERED PER FBC 903 THE EXISTING ROOF STRUCTURE 15 AS FOLLOWS = LIGHT -FRAME TRUSS TYPE CONSTRUCTION - ROOF ONLY THE ABOVE DECAL 1N THE APPROVED SIZE (12" X 12") SHALL BE POSTED WITHIN 24" TO THE LEFT OF THE ENTRY DOOR AND SHALL BE 60' ABOVE THE WALKING SURFACE IN COMPLIANCE WITH F.S. 03.021 SITE ADDRESSES SHALL BE PLACED CONSPICUOUSLY ON THE FRONT OF THE STRUCTURE, 50 THE NUMBERS CAN BE SEEN PLAINLY FROM THE STREET NUMBERS SHALL NOT BE LESS THAN SIX INCHES IN HEIGHT Ke = FIRE DEPARTMENT KNOX BOX = FIRE EXTINGUISHER MOUNTED 40" A.F.F. EXTINGUISHERS TO BE ABC - UL 2AIOBC MINIMUM WALL t CEILING FINISHES PER F.B.C. TABLE. 803.5 GROUP: "A-2" ASSEMBLY Exit Enclosures t Passageways: B Corridors:. R Rooms it Enclosed Spaces: C PERMITTING INFORMATION (FORM 100) Florida 'Budding' Code; 2001 Edition WIth2OO9 Supplements and ASCE 105 Budding Design is: Enclosed Mean Roof Height: 20'-O" Roof Pitch: 6:12 Internal Pressure Coefficient: t0.18 oaf Subjectabdity to damage from: Weathering: Negligible Termites: Ver Heav Width of :Roof End Zone: IliWind Spee mph 3 secon gust Wind Exposure Classification: Adjustment factor for Exposure Height: 1_29_ Components I Cladding Wind Pressure Roof Zone: I. +26.2/-41.1 pat Roof Zone: 2. +26.2/-12.5 par Roof Zone: 3. +2L.2/-101.2 psf Components t'Cladding Wall End Zone Width: 3'-0' Components t Cladding Wind ,Pressure Wall Zone: 4. +45.5/-49.3 per Wall Zone: S. +45.5/-1 par Shear Walls Considered for Structure? Yes Continuous Load Path Provided? Yes Are Components an Cladding Deta s Provided? Yes Minimum Sal Bearing Pressure:2.500 psi, Prewmpti Yes By Test: psi This Building Shall Approved Shutters:_ Impact Glass: X Both: - THIS BUILDING' HAS BEEN DESIGNED FOR WORST CASE [ ED WalRoof Zone I Is Zone 4 E' Rod Zane 2 :.Rod Zen, 5 END ZONE - Corn" Zorl isaaor w or Zone 3 TO It Fl N D v v c_ O 'D Q O O s U 0 (L _O U = �o Q un 0) aj `v m >� E 4 O 73 O u v> to n _U N �� O rnO� -0 OIL m = (n 0-)l w (Y I l � l' O I I I .0 rI_r C m IDM rn QO �UUa ° i U s C� p�� U Lndi Schedule _ Mark I SIZIe T Window Description 1: (2) 3'--I" x 5'-3".. Single Hung separated bill mullions 2. (3) 3',-1" x 5'-3' Single Hung separated by mullions - ALL Windows to be'PGT white ESP aluminum windows m/ tint and mullions per elevations - ALL windows to withstand Pressures stated in Permit Information Box on these plans. ALL windows ^ in bathrooms to, be tempered - ALL windows within 18" of finished floor to be tempered Door Schedule Mark Size Door Description A 3'-0" X 8'-0" Single Lite Storefront Door $ 12) 3'-0" X 8'-0" Single Lite Storefront Door one side operable only C (2) 3'-0" x W-O". Single Lite Storefront Door -- D 3'-O" z e'-O" Hallow Core - Wood E 2'-L" X a'0" ' Hollow Core - Wood F 3'-0!'X 1 -O Walk -In Freezer Door G 1i T-O" X'8'-0" Kitchen Swinging Doors H 3'-0X 8`-0--" Steel - 2 ,panel doors J 15'-3' X e'70' Accordion Door - Lockable K 36"w X 44"h' Cut - down pocket door for pass thru top. at 4'-8" bottom just above counter top - field verify L 3'-0' x 8'-0" double action wood door with push and 'kick plates on both, sides - ALL exterior doors including garage doors to withstand pressures stated in permit information box on these plans. Provide one- exit door (awing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has glazing then it must be impact resistant and shall NOT be thru' garage. This may be the same door if it meets both criteria listed above.' If the door swings out, then the landing shall not be more than 1.5 m4hes l lower than the top of the threshold rJ. I_L O IL t° U 0 � � a 0) In n� c Qw vLo00 QO IZ:3NC4vU IQ ob 0 Q a� N cv N 01 v� U Ot t- V fo U n t+l rod ur -xJ LLL. EL �Q Q.1 Sheet OF 9. Comm' U Concrete block column filled T-errrftG' Frot e-ction for New - wide concrete and (li 3,; bar'per K - - --. - - -- - -- - C nstructlon d ---- - - - - -- ---- — —� vert In each cell O S Y F RI - - BOLDTR ACTOR TO RE> -ER =NCE E3 C. balr ,snore,, 'u treaam'G ntBused'..Fo RsubterraneanR'Re I'.Q�rGv - Pra it 8 "-1F= "I S at i_ o.... /art /nd.f md�r trues wit, '� ar 9nd ¢3 6 ion F —_ -- -- —. — — _._—"-- --- I T-e - 1 _e inside the fc ackfilon perd corr shall be done efts all excavation, backflllin.g and comcactl.on is complete. �{ rgpical Fill 1 a ('.soil area, 1s disturbed after initial chemical soil treatment, Max. spat,„9 N L, area shall be re -treated with c chemical soil treatmer't - •— �T——__.�--- ---------.r i__�. ,4 ..,. .,I .I o I,l +I a il^ i_ rn-�--r-� r--i-TTr I.Ih Ia _ ,x, _ _ II_i.. Including spaI boxed or framed., I,( r " " h "I ..J _. I_. t l-- _ - --'-- li'�(-1_t I'Cli--_ r------ _____ ' I'I !^) l^i� _ — -= -------- - - - - -- — - - -- - ---- --1-----'- ------ -' --- 1- ------ -? - - - r-- atment must be In ac.cordance with the rules and laws -1------ I F - - F-- � - F-24 F-24 F-24 i 1 I established by the Florida Department of Agrldulture and _ I 1 consumer se.rvices.hL------ e s eeves around piping penetrating concrete F 90 Frotectiv F-9a cellulose containingslab on grade floors shall n)t materials and shall have a min. wall thickness of Q OIQ" and shall be sealed with n the slab using a noncorrosive ts- - laml,�na device to eliminate the annular space between w--- ._._ ,,-.._ _ to be cut within 24 lips \ 'clean compac a er e r 1 I__..-... -. __. .. ...,._ `-- i F-24 after slab is soured - (TYPICAU ,I _ -DEPARTMENT I .�, � � " i" OakRldge Shingles #II-0411.03 nallao with typical 1-1/2" ring shanknails I" from edge -znd. 6' o.c. I - - - - F-90 I thru 301b felt on 19/ 32" .CDX plgwood nailed to trusses F-90 _ r - - - - - I _ per roof sheeting attachment diagram (gin roof plan ------------ I PRE -EN EE TRUSSES - - - J - - - - - - - - - _ - - - _ - - F-24 F-24 - - - L -F_24 - - I Simpson HETA 2G or equal \�// at 24 o.c.�TYPICAL F-24 F-24 1 - - - - - - g ---- ----- - - ---� -- -- -- - s / p rawi y y manufacturer ) a tru 12 \ sho ' d n s b -- - " _ r_.r--rrr-r _. -�rr�-r-I-1, r,� r-I -1, Ia =I �.a.; ��T_i 1'rr.-T;_i._i_i -.I L.II _ - - - r 2.4" aGc supporting portin Its �.�_ l__, Fj e _ r _l �_ - - !;i o 1-1 I _il N Ii, 7 rl.. f.i.,, i.•i P_IIJ , l it IJI� .w (h24")ok.)d. su prtln mails �.. 4 /J,�/i 9P24' L - - - -- - F- 4 12' G' 805 lbs. uplift in bottom dt Hordinsulationftr rd of trusses 7 ical Fill 1 J - c r rest c : ,_ 9 I T-a i- .T-a l O O w tovide aG hairs concrete courim 's .. vl,� axu 7"DMetal one o— 1? �. 5i 8' drywal - . 1 -nn > n, Max. specie Gal I' :x m Fast a d drip _ _ _ - '_ at 12' o.cvert, under girder truss' 4l' -p' Ir I I F-36 I F 4 I-T=BT=a- - a << I T=a a L? L4 4VI 0 1- I�" z 12' concrete colu n block filled with can and ( ) 95 bars vert end a� ties at 17" o.c on 3C x 34' x IL" concrete tooting wit (5) e5 bars each wag bottom steel OUND 71-10 N L 4N SCALE: 3/16" = I'_0" Any changes to planes must be submitted to the architect for approval be:ore proceeding with construction. �. Contractor shall be resf:)onsible for verification of all notation and. dimensions before starting construction. . ` conditions assumed to be 2SOO sf, Should any other conditions .be ,Soil encountered, the architect shall be note-'jed In writing for revision a ✓-rify all. recess thickness at showers, tile, contractor to provide filled cell with concrete and 1 45 bar Vert. at 48" o.c max,` Provide (I) fll ed cell' on each 'side of openings u to S'-H" wide. p �., � 9it to from 6 G i',✓,de '12) cells on each sld(. c f openings 0 g .fl-lied ,ape „ r - -n u >_ r � O and - , i openings from ICO -� n <�r -: I roe lde (3. 1,1,,d cells on each side of ape g p C;;rltr.octor to see ,Z)lans for any other condition used. Eoundatlon walls s, ll' have fund cel''is. at :24" o.c. unless otherwise noted (see sectlon) G.. a tractor to pro>vl is ro- Fcrm Boarc Survey - dorm Board Sur�c y be provides to ^uss C-cm,;)any prio^ to truss constructlan nt r +il ' o prey de f so! test prior to construction and provide �o ac Or i. ' Op_. C Sc � test ':.O c� Ohlte t for construction �B-,.Reinfci nq -hall be grade 6G% meeting ASTM A-16 and G, 35- specification Al__ Arcilors to be A-301 steel. P,ovlde a mlinimurr, cf 3' concre"Le protection at footings and - i 2" concrete protection a. beams for ALL reinforcing bars. 45. _L„ #b bar vert. w/ II `.SEE TYPICAL I SECTION ON 30" overlap II PAGE ID-1 filled cell at each led h I I 4" concrete slab with fibermesh GR 41'', o "x6" #CU/IO LAM on 10 mil Visaueen overI" recess for clean compacted te,mite treated fill waterproofing at s1a I I r — .�rade � �- �. I TT_ I- - F-:24 .-..,T.. _ T Y F 1 C, L F c:; U T E F� i.=) E_— SC,ALE 2" x 4" Sub -Fascia I (3) rows of beam block filled with concrete and j (1) 1t5 bar Cont. Suspended 1/2" thicK stucco on 3/8" hi-r,b lath attached to horizontal and vertical wood f� framing with nails, or staples to provide no less than I 3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood. framing, members I acoustical ceding I' One -ow of beam block ., I, filled with concrete and 'I JI I' (1) sty bar cont. - substitute lintel over openings. 5/8" type `K dryw 11 all over th I got in -- Mark Size and Descri Lion — - T 8 ¢ nt. �. I (D 5 bar co I ed e.to 8' x a" .with Thicken slab 9 . F-24 -24"w x I4"d concrete_ moriolit hic • footing with (3) 45 rebar continuous bottom steel and tt5 transverse bars: at 32" o.c. bottom steel F-34. 36 w x 36" x Id"d concrete monolithic footiq with (5)-';u5 rebar each way bottom steel _ F- 8 3 38 w x 3 B x ": c a (5) 5 eoa each u footing with 9 -- 14'd concrete monolithic oat 9 bottom steel_ F,52 52 u x 52 x W'd concrete monolithic footing with (9)' x5 rebar each wap bottom steel F-90 90"w x 40"I x W4 d concrete footing with tt5 rebar at ,a" o.c. each way top and bottom steel I x furring strips at 6 O.C. wl I,l R-5 celotex Insulation/ fgfoll on j 8"' concrete block 5/6" thick light textured U stucco on typical concrete- i block construction fI. - ttF bar vert - = ja i at filled cell " r see floor plan for location ), Sty bar vert. w/ 30" overlap - i' VCT "rile flooring on e each filled cell h -4 concrete slab with fibermesh OR I" recess for 4'xb' iu10/10, WwM .on 4 mil Vlsqueen over waterproofing at \. clean compacted termite treated fill slab li /v',rgl Base Run .stucco 6" below �� , l / bottom of block >�, �'��'�JI Grade I o � o I I T lCa JG lt��' Scale I/2' r u 0 N un � L- N E S E O O u m no � v OL � N - � I � fn C'V I (`i I I c 41 C)p �UVo� T'U O C) U I WU C U TO 0 73 U o v OakRld e Shingles till-0411.03 nailed grin wlth't cag 1-1/2" shank Halls I" from ed e and b" o.c. ' thru 301b felt on 19/32" COX plywood nailed to trusses Provide Simpson FGTR per roof sheeting attachment diagram on roof plan HOLD DOWN ON EACH Center on (3) SIDE OF GIRDER TRUSS trusses as shown Provide (2) beacong points Provide Simpson FGTR s shown AHU TO HANG Manufacturer can locate on each truss for AHU HOLD DOWN ON EACH 13'-0' Simpson HE A 20 BELOW TRUSS' left to right as needed. to be hung from. Each SIDE OF GIRDER TRUSS to center or King Set o center or Ki set g hurricane anchor at each truss BOTTOM CHORD - beanng point to hold min. ( 24" o.c.) s pporting Max. ISO lbs. and shall be marked ETA 2 ABOVE DROP HETA 20 truss each truss HETA 20 manufacturer on 1810 Ibs uplift CEILING �- --� y -_ - _ ryrcill B3 B3 B3 3 L90 B3. L9 B3 L40. B3 BI BI BI i BI BI BI BI BI BI- BI m I j j-s•� ILLO. B3 BI rn W D ep 53 w I j W w O Wool:Hal d 8 side of russ usin wry naI a 12" o.c. for L31 BI I I raf sto ping pro ectl n P - I ED S BILE 4 0. T I L i ( o r w n s y a of ur r 83BI Nn fP Jam _ co ' % -a �3 I I, BI 3 T N O m =,m o D 12 3 ywo d o iled to I I sl a tr ss u mg d SL. E 5 m N 4 SLOPE ails t 1 ". o f r I ono ilia tst pin pr ec on I I BI ss n x 2 I j Pr on ide ach 2) russ arin for poi HU I N to a hug fr m. ach O I bea in g cot o h col 18 Ibs. and all ma d I I by russ anuf 'ctur, r on ch t us 83 BI - - - W AH TO HA G l *' �� I. BI B3 /BEI �O > T BO Cl-SRD i AB VE DROP ` A. �� `l CEI ING ls� I -- - 3. IL I BI LW -I I I B3 BI I U OL j ea detai or heet D- I. L31 BI I " r' I BI B3 iaaaaaa�n>_I� lat®1eB®e�le 13'-0" 1 to center of King Set Provide Simpson FGTR HOLD DOWN ON EACH SIDE OF GIRDER TRUSS BI BI B3 a% ill BI HETA 20 Simpson HETA 20 hurricane anchor at each truss ( 24" o.c.) supporting Max. / IB10 Ibs. uplift See hanger detail on this sheet EI B3 /II L3I 4j5 B2 B2 BI BI GO]11 B3 �'911®i\!SI�I�i�'i�l�l0�''6g�f_II�IOIim�fl�llw■III! See hanger detail Attach beam to column: on this sheet using Simpson HHETA 2 B4 B4 O N Additional 'lo4cast Lital n 45s . bars ., w .C:. 4 cta,, • Lintel Length Bar Length Clear Span "A" Bars "B" Bars 2* none 2•40• 2'_8 I._L•• 'a.---=d L----- - 3•-b"" 223 none SPB-oa/rr BIRB-IBGIT 810111 A 4+-O" 3'-10' 2'-8" 2?3 none Addiuonel 4'-b" none \ - s5 bars ctsA One Roo or H r r,2 Block Above �-, 8•-.{•• 5'-2". 4 -0" 2 n3 none 4'-b" 2?4 none n �aPrecast Lintel -�" - 6._4. 5�-.4C. 2u4 .none-_.._.. .:_..• Additicna a6 bars ---J 1•^ 1'-O' b'-2" 2 n5 none BPIL-EAT - BPIL-IB/2T 8'-4, T 10" 1'-0" 2?5 none NOTE"u ALL reinforcing steel is grade 60. L. con coverage or steel-1.5" 2, a Rearing rea d a ea. .nil=s- 3, Standard ro(v<"f mo,I'ASTM A415 TYPICAL LINTEL SECTION. ( PRECAST CONCRETE ), �Q 84 uW LINTEL SCHEIDULE - o .' - Mark Windau a D .Width ... Lintel u I Cp S ccif cation aaa or 'H' Block Above - Ewes- bus &u Maw.. C.", A (PaLle) Max uplirt. (PaL!) Max Lateral (Iii L22 2'-2` 3'-P BPB-OB/IT -� — .1 sS 3069 18N 1024 L31 . T 6- ' 2�-t. 4'-0' SIRS-OB/1'r — — 1 ai . 26LI 1363 163 t45 4'-5" 5'-10' BPB-oB/1'r -- — 1 s4 1105 9011 339 L50 5'1-O' L'-4' aPS-OB/IT — — 1 a5 IZ3S 836 121 LAO 4-a' BFB-OB/IT --- I a5 1011 121 534 LBO B'-O' SIRS-IB/2T I a5 2 a5 152 591 512 Lei :T-0•• BPB IB/2T s6 2 s6 L43 930 401 L90B 9'-0'' BPIL-IB/2T ONE 1 a5 2 s5 1633 Ila3 401 LI00 10'-O"SIRS-IB/2T [13'-4* I a5 2 a5 582 494 452 L100 10'-0' SPIL-IB/2T ONE I s5 2 a513LL 102E 451 LIZO 11'-0''BPa-11/2T a5 2 as 411 428 324 LI10B 12'-0' BPIL-1111 ONE I a6 2 a5 1015 110 324 LI40 q -O' I5 4 BF16-I5/27 ONE I a5 2 s5 1250 409 259 LILO If O'. 11 4 BPS-11/2T 'I' $6 1 s5 300 192 194 LIAO IL O' 11 4' BPIL-IS/2T ONE I s6 2 s5 950 500 I94 -. ALL LINTELS SHALL BE MADE BY CAST-CRETE. LINTELS SHALL BE PILLED SOLID WITH 3000 PSI CONCRETE -`-REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEI. CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG, ARE TO BE PRESTRESSED. 41 el rL 4.a ` O' W EO C a � LLV VW Y IY C I C� a N tV I j 1 m —N I I in a c Ij iY Attach each girder to column using 84 Simpson HHETA 20. 3 U beam to ._column --Attach .,using Simpson HHETA 20 B4 B4 O See hanger detail Q) N on this sheet Q Attach beam to column (2). 2"-X"12".Wood Beam d. (3) Rows of Beam Block filled f- W using Simpson HHETA 20 barwith concrete and one tt5 bar row iv _ continuous in each [jo f L Provide Simpson MBHA 3.12 "x f1.25 hanger U- a with (1)3/4" din. ATR with 1" embedment and ++ set in epoxy. Use '418) IOd nails into Beam FIR E lUood: Beam to CBS Wall Detail — v u' CONNECTION GOOD FOR 3115 Ibs. UPLIFT. 1VTS V 20 DEPARTMENT � E ROOF. SHEETING < ATTACHMENT DETAIL HETA 20 ETA 20 I, Minimum Nail Size 8d ring shank (min. 2" long) BI See hanger detail, 2.` Minimum Screw Size = US x 2" B3 on this sheet Provide Simpson FGTR 3.:-0" 3. Minimum Sheathing Thickness 19/32" CDX Plywood B2 12'" t+ HOLD DOWN ON EACH to center or King set, 4. Use nails or screws bas d on ressure for roof stated Q N SIDE OF GIRDER TRUSS in permit info box on t�iese plans for zone 3 1L Cy m 152 TS 2C - Overhangs shall be 1'-0" unless otherwise noted on this sheet - Roof pitch shall be �:12 unless otherwise noted on this sheet - Truss shop drawings to be provided by manufacturer ,Any changes to this plan shall be submitted; to the architect for approval In writing prior to starting construction. - ALL TRUSS TO TRUSS CONNECTIONS BY TRUSS MANUFACTURER - Architect to review Truss Shop Drawings i:�rlor to construction for layout and uplift verification - Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior; to truss construction Contractor to provide the Architect with truss shop` drawings ircluditig ALL truss cut sheets shoiuing-ALL truss reactions prior to STAIRT OF FOUNDATION WORK for strap and footing size verification. STRAFF INN SCHEDULE - i **Contractor to verify all strapping locations per truss shop drawings and verify each trusses Uplift per truss manufactures cut sheets in u orr t y a; U �Q. �)! Wqj .i v ** Use nails or screws based on pre"$ure for roof stated Pp Simpson HETA 20 Proyyldo Simpson MGT in permit Info box on these plans for zone 3 L- N hurricane anchor at each truss\, \ \ \ Girder Tie down at ALL Girders ( 24" o.c.) au000rtit Max..Girders with uplift of ;more II 1810 Ibs.'uplift than 1890 and less than 3400 [be. w/ 51/8 ilia. a.b. preset, in concrete beam and (22) 10d nmis into girder. Strap not pictured Typical Masonry Strap Simpson HOT-2 ,girder strap at each 2 pI girder with uplifts of more (2) dia. bolts Simpson WT.S 20 than 3600 Ibs and not more than L400 Ibs w/ 3/4' press - Into concrete beam, or 5/8" bolts Ahru wood beam..' At wood beam, hurricane- anchor at each truss ( 24" o.c.) sup orting Max. contractor to supply a HTT22 Tension tie below double top plate if used beam Contractor to supply (8) IOd nails 1450 Ibs: uplift w (20) IOd nails 2r 2" die washers. at solid wood . Into girder truss as. well for 3'ply' truss use .HGT-3 supporting a max. uplift. bolts above for oP 900P [be using (8) 10d nella into Girder and as stated HGT-2 and for a 4 pIg girder use HGT-4-supporting a max, uplift of 9400 Ibs using 00 IOd nails into girder and bolts` as stated for 'HGT-2. Contractor to Verily ALL top pplate to girder strap uplifts per Simpaorr HTT22 Strong Tie Catalog C-2004. Contractor to verify upldt of strap at bottom of top,plate in wood applications. *HGT to have, (2) anchor bolts to be 1/4" dia :with 12" mintmum--embedment:.and Simpson SET Epoxy, *MGT to have (1) anchor bolt to be 5A' dia with 12" Typical Wood Strap minimum embedment. and Simpson SET Epoxy Kell Area Ede Field Fastenerio Pressure Zone I 6" 6" 8d ring shank 45 per Zone 2 4,, 6" 8d ring shank 16 paf Zone 3 4" 4" 8d ring shank 8-4psf ** Zone 3a 6". 6" US wood screw 112.5 paf EDULE ri tlon nth concrete `and 1 1*5 bar I _ ufth- concrete It '8'-0" openings and ,I #5 bar. - substitute allow continuous steel i'acturer Sheet A - 4 OF 9. Comm # Oq-51 FA TRANSFORMER A-39 A-39 TTB A-34 44' A.F.F. A-35 OFFICE STOREROOM A-37 100 101 A-37 A-24 A-24 A-24 A-24 r A.F.F. --�A-28 +84' GREAT HALL 06 L C-14 INC-24 C-I6 4 C-24 , 8 C-22 ;II:)RgF] B-7,9,11 (3410, l910 G. CU IN 3/4, C. (348, (0#10 G. CU IN 3/4' C. B-19,21,23 B-31,33,35 (3)#6, (0#10 G. CU (346, (0#10 G. CU IN 3/4' C. IN 3/4' C. VAREWAY AND SERVICE Q GL-3 DISCONNECTS SEES RISER B-34 WP +84" A-28 € A-26 ON 60AR SHEET E-4. 60AR NF NF METER B-34 WP + +12" +12" - _ 1 6 3 R PANEL 'A' V OC 6,B 5-20R 5-20R ANEL 'B' PANEL 'C A -I A -I A84I AI8'I O O c-2s 410 041 CU IN 3/4' C. B-1,35 C-18 + 02 KITCHEN 16AHU-I A-1 B-2,4,6 (3412, (0#12 G. CU IN 3/4' C. A-15 A-1 A-21 A-21 +84" +18" ABOVE CEILING +84' FC 19 +12" +84' +84' C-26 60AR1:1 C-15 C-27 C-15 C-15 R NF C-19 i IG I ItO C-13 TV J + MB3 6 15P C- 39,41 6-15R B-14 WALK-IN 5 M9+ MB17 COOLER/ O FREEZER T + C+125 M"B +20' C-15 MB4 C-35 O -15 Io33] BAR c-19 A-26 +12' +84' C-23 IOS O C-15 A-33 +12" LIQUOR A-15 STORAGE +20' MB„ MB, O C-29 A-26 04 C-II C-37 +84, B-28,30,32 MB3 MB,2 C-17 J WOM e 10 In (3)#8, (0#I G. AHU 2 IN 3/ ' OVE CEILING 60AR NF 8-13,15,17 _ NF B-25,27,2 GUEST A-24 A-26 A-26 ENTRY S WP A-31, A-26 FOUJE JOYF-R 109 A-19 qp WP A-31 ENTRY ]��la!! III m III III III I I �— +84' C-17 MENS A-17 108 BJE CE LING A-17 MEMBERS ENTRY . TRANSFORMER A-39 A-39 TTB A-34 44' A.F.F. A-35 OFFICE STOREROOM A-37 100 101 A-37 A-24 A-24 A-24 A-24 r A.F.F. --�A-28 +84' GREAT HALL 06 L C-14 INC-24 C-I6 4 C-24 , 8 C-22 ;II:)RgF] B-7,9,11 (3410, l910 G. CU IN 3/4, C. (348, (0#10 G. CU IN 3/4' C. B-19,21,23 B-31,33,35 (3)#6, (0#10 G. CU (346, (0#10 G. CU IN 3/4' C. IN 3/4' C. VAREWAY AND SERVICE Q GL-3 DISCONNECTS SEES RISER B-34 WP +84" A-28 € A-26 ON 60AR SHEET E-4. 60AR NF NF METER B-34 WP + +12" +12" - _ 1 6 3 R PANEL 'A' V OC 6,B 5-20R 5-20R ANEL 'B' PANEL 'C A -I A -I A84I AI8'I O O c-2s 410 041 CU IN 3/4' C. B-1,35 C-18 + 02 KITCHEN 16AHU-I A-1 B-2,4,6 (3412, (0#12 G. CU IN 3/4' C. A-15 A-1 A-21 A-21 +84" +18" ABOVE CEILING +84' FC 19 +12" +84' +84' C-26 60AR1:1 C-15 C-27 C-15 C-15 R NF C-19 i IG I ItO C-13 TV J + MB3 6 15P C- 39,41 6-15R B-14 WALK-IN 5 M9+ MB17 COOLER/ O FREEZER T + C+125 M"B +20' C-15 MB4 C-35 O -15 Io33] BAR c-19 A-26 +12' +84' C-23 IOS O C-15 A-33 +12" LIQUOR A-15 STORAGE +20' MB„ MB, O C-29 A-26 04 C-II C-37 +84, B-28,30,32 MB3 MB,2 C-17 J WOM e 10 In (3)#8, (0#I G. AHU 2 IN 3/ ' OVE CEILING 60AR NF 8-13,15,17 _ NF B-25,27,2 GUEST A-24 A-26 A-26 ENTRY S WP A-31, A-26 FOUJE JOYF-R 109 A-19 qp WP A-31 ENTRY ]��la!! III m III III III I I �— +84' C-17 MENS A-17 108 BJE CE LING A-17 MEMBERS ENTRY . O O +12" +84' C-33 C-17 O +12` C-31 O +84' C-17 C-21 +84' C-17 A-3 STEMS FLAN CANTEEN IIo 84 D Ff-1V A-3 SCALE 3/16" = I'-C" A-21 A-21 +84' +18, AC FAN SW. SFo LT. SW. So XA-36 FAN SW. SFa LT. SW. So +18' TV O O 4SIN. -36 O J Aa-36 3/4" EMT C. SFb O FAN SW. SFa J LT. SW. So LT. SW. So O A-29 A-9 O +841 TV O O O 00 O A-29 +18' TV A-31 WP XX BAR FOOD SERVICE EQUIPMENT REFERENCE NUMBER (TYPICAL). REFER TO FOOD SERVICE DRAWINGS FOR REQUIREMENTS. O KITCHEN FOOD SERVICE EQUIPMENT REFERENCE NUMBER (TYPICAL). REFER TO FOOD SERVICE DRAWINGS FOR REQUIREMENTS. An CEILING FAN WITH LIGHT KIT AND FAN SWITCH. EXACT LOCATIONS ARE TO COORDINATED IN THE FIELD PRIOR TO ROUGH -IN. (TYPICAL FOR SIX) F- a U a H ~ Y U U W � � o a m 0' 0 0 0 0 z o U z_ z a w 0 w 0 0 a M I w cc a N p 1 U 0 QZ Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 z = FAN SWITCH AND J A-36 AA w6 a z o SNATCH FOR FAN a W> \ a LIGHTS FINAL LOCATION o TO BE DETERMINED IN 29 z �THE FIELD PRIOR TO FAN SW. SFa FAN SW. SFa J z o[-ROUGH-IN. [i- A -II LT. SW. So LT. SW. So Q a j A-31 a a V) M A-3 A-29 +84' TV A-29 +18, TV A-3 J A-13 FIRE DEPARTMENT O C7 > �J� 0 m z U J U Q U 00 U J = J W U Z 0 a 0 0>Of 0 of a 0 d m cn a w ENGINEER SEAL "San SV .... r ENS' N 6 98�+ ram. S. T .� w. ®�cs•. oaf ®a,,s low Eric J. Svoboda, PE P.E. No. 60982 ME RBCII ws, N win M C RTS Alm w BF31 MEWED 1 N ARE RFIQOER Ot_Y IM M SPEC6 %IMgSE Alm CLIENT 6 FOR PRRCE EN6REE X M FM VOCN MY WE PfEPA REUSE M RFRBPER RELN E ON ME BBCIBfNIS VNIW WTTEN ABRWBATIOI MID ABAPTATBN BY FOR PIMZ ENBREE W, X SNALL BE VRNOR LWILTY TB M SANE CWYRRMQM, FOR PR ENBRE V, M. N RIWS RESERV SHEET TITLE ELECTRICAL POWER SYSTEMS PLAN ISSUE DATE: 10-21-2011 DRAWN: TCT APPROVED: TCT DRAWING NUMBER E-2 SHEET 3 OF 6 11005-01 DRY RETENTION ARE w • w • •• • w • ••• •• • • •• • rw•rrrww.w FND 4 "X4 " CM "C& T 3333 " �ST❑RM I NORTH FND IRON ROD ND CAP NO ID N 20' SETBACK LINE • SCALE 1„ = 10' 105.00' 16,49 (M)105.06' PERMIT # 012030320 F.F ELEV: 16.50 AMERICAN LEGION POST # 318 o SOCIAL HALL CD 0 w C0 f ASBUILT FORMBOARD SURVEY co r 16.51 16.49 ® Cj v 16,49 M (M)105.06' A ND 4"X4CM "LB 4942" EXISTING 6 HESS GAS STATION C ITURE LAND USE: COM FND 4 "X4" CM "LB 4 42" 0.00: . • • • of •• . . . . • • . . • . • • 5 .2. PO ASEM P ❑ w Z r- P G J Y ASPHALT DRIVE < N EASEMEnI� 0/%�� 6 C LB 4942" - cn UNDERGR"J"K13 CABLE TV LINE 1 o r 5 0 UNDERGROUND sroP& S OP BAR & P oP.' GAS LINE U iT� 5 � tNT 102�7' 18" PIPE -16.49 ti• PARCEL ID: 3426-700-0002-000-0 •'• SURVEY NOTES: �• 1, BEARINGS SHOWN HEREON ARE BASED ON THE N TH LINE OF LOT2 AND BEARS NORTH 84'-54'-59" EAST, (ASSUMED) ' 2. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF -WAY AND EASEM COR NO SEARCH OF PUBLIC RECORDS HAS BEEN DONE Y THIS OFFICE. 3, THIS SURVEY IS CERTIFIED ONLY TO THE NAMED INDI IDUALS. 4. ELEVATIONS (IF SHOWN) HEREON ARE BASED ON N.A,V.D, 88, UNLESS OTHERWI E NOTED. 5, LEGAL DESCRIPTION SUPPLIE➢ BY CLIENT. 6. NO STRUCTURES THAT ARE ABOVE OR BENEATH THE SURFA E HAVE BEEN LOCAT OTHER T N WHAT IS SHOWN. HEREON. 7. BEARINGS SHOWN HEREON ARE CONFORMED TO PLAT UNLESS OTHERWISE NOTED. 8, R/W AS MONUMENTED AND SHOWN ON DRAWING. 9, ENCROACHMENTS OF UNDERGROUND FOUDATIONS, 6.49 IMPROVEMENTS OR UTILITIES, NOT VISIBLE WERE NOT LOCATED AS PART OF THIS SURVEY UNLESS SHOWN HEREON. 10, REPRODUCTION OF THIS MAP AND ALL SHEETS ATTACHED ARE NOT VALID WITHOUT THE SIGN TURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MA PER. �O 159• 18' N� (M)159• 12' FND 4 ,X4 „ CM <N` CN CyA 110\ C34. 2 GSA DIUS= 455® 73' DEL A - 24 ®5 1 ' 13 " = 1 7. 699 25 S��eAcK �/ NE i' SAS ""'"`'f�"I�' IN•�l='1�,05 ' C❑NCRETE INVER 12,73 UNDERGROUND TELEPHONE LINE 6,47 '9-9E IRE E IFxE R HYDRAN 1 1INCFINN L & 11 TEL I9�VEWtY#3870 VALVR Flo LK 4� >> BENCHM R �wM E L E V A T I N 1 5. o /l/p/,'Th, �jC/STING S�OF� e �9 �2\ ASPHALT PAVEMENT LEGAL DESCRIPTION FND It X " f CM LB 49 � LOT 2, SAVANNA PLAT #18, ACCORDING TO THE PLAT THEREOF, AS F W RF.C~ DED IN PLAT BOOK 63, AT PAGE 18, OF THE PUBLIC RECORDS UNDERGROUND OF ST. LUCIE R LINE `14 46 VARD P !/ T THERE TH NON—EXCLUSIVE EASEMENT RIGHTS, ACC O HE ,SAVANNA FM MEDIAN AT PAGE I OF EASEMENT � ORDS OF S T . LUC ICORDS BOOK 1 \� E P FLORI DA . UJ3L 7�m D F., 2.183 ACRES D" CURB CLUB F30T�717 - 10, RARC�wD NUMBER: 3426-700-0002-000-0 ASP / P I P 3 66k&&7L-jFd-NGE 4 PROJECT AMERICAN LEGION HALL EX. 6" PVC FORCE MAIN OWNE THE AMERICAN LEGION, POST 318 PORT ST. LUCIE FLORIDA, INC. FM FM FM • ,� FM UCIE, FL SAVANNA CLUB COMMUNITY C TER FM FUTURE LAND USE: COM EXISTING DRIVEgMA ION: NORTHEAST CORNER OF U.S. HIGHWAY #1 & SA ZONING: CG TITTT TlT1TTTTTI I T= TTR7-lT MT m TT� / MT �MMMI 0 S� NO RECEIVED JUN 2 0 2013 PERMITTING St. Lucie County, FL TRACT D-1 LAKE LUCIE ESTATES FUTURE LAND USE: RU ZONING: PUD �RACT D 1 PLAT BOOK 34, PAGE 1) 6' C❑NC WALK •�s G INVERT LEVATI❑N: 12,42 FORMBOAR0 HD JURV SUPPLIES E 342 SWtA O AINT L �RVEY �11d C TER AVENUE UCH. FL 34983 / DRAWN SB,AB / SB O 4M ,EPRODU OF THIS MAP AND ALL SHEETS ATTA ARE NOT VALID WITHOUT THE SIGN RE AND ORIGINA ?AISED SEAL OF A DA LICENSED SURVEYOR AND MAPPER M 0 SURVEY ENTERPRISES INC LB 1 'HO / FAX 772-224-2963 :ELL 77 579-38%49,_ p SIGNATURE - -"E..M AYLO 3R »e GR PHIC SCALE D 0 15 30 60 / ( IN FEET ) 1 inch = 30 ft. LOT LOT 10 EXISTING HOUSE LAKE LUCIE ESTATES" P I E D SINGLE FAMILY RESIDENCE FUTURE LAND USE: RU ZONING: PUD LOT 9 LAKE LUCIE ESTATES SINGLE FAMILY RESIDENCE TJTAP"F LUS PAGE 1) O COCL L)rD S89 54 028 "W 3: 0 00! 69 FND 518" R&C "LB 4286" 195.31 O n F n� I, V ; 0 yy> �RII O m 2 m O �z3N N Dmy G9 s � n[� m=a MANHOLE T4 0NI 14.55' 0 0 0 FND 518" R&C "LB 4286" N89054'28E 371.0L 00 �V. EXISTING \\ BUILDING F.F.E. = 15.60 NCHMARK fl =5.26( TNE W EX.12'PVC WATER MAIN INVERT 'ATIONI 10.45 LOT 8 LAKE LUCIE ESTATES SINGLE FAMILY RESIDENCE FUTURE LAND USE: RU ZONING: PUD L0xTSTIHp$ CCU'P5IED FND 4 X4" CM LB 4942" j I LOT T-T� % 4 (2.183 ACR 7 �,. i� `A 11 N89°54'28 "E SI 130.00' 18 286" IN CONCRETE DRY RETENTIUN �L XI TING S 0 ENIENC -15. SOUTH LINE LOT 2, C 3 (PLAT BOOK 1 35 w w) 0 O � 26' CROSS ACCI FASEMENTI SAVANNA PLA P.B. 63. PG. EXISTING HESS GAS STATION J, FUTURE LAND USE: COM FND 4 JCS" CM "LB 4 42" ZONING: CG „5 &w W. P G ASPHALT DRIVE EASEMEFAT,,REjt " • C 4942" , UNDERGIRPl�K13 s CABLE TV LINE LOT LEGAL DESCRIPTION LAKE LUCIE ESTATES LOT 2, SAVANNA PLAT #18, ACCORDING TO THE PLAT THEREOF, AS SINGLE FAMILY RESIDENCE RECORDED IN PLAT BOOK 63, AT PAGE 18, OF THE PUBLIC RECOI'4D4 FUTURE LAND USE: RU OF ST. LUCIE COUNTY, FLORIDA. ZONING: PUD TOGETHER WITH NON-EXCLUSIVE EASEMENT RIGHTS, ACCORDING TO THE DECLARATION OF EASEMENT RECORDED IN OFFICIAL RECORDS BCOI'; 1360, AT PAGE 2806, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINING 95,103 S.F., 2.183 ACRES LOETsTIF� PARCEL ID NUMBER: 3426-700-0002-000-0 OCCL PTtD SECTION 26, TOWNSHIP 36 SOUTH, RANGE 40 PROJECT NAME: AMERICAN LEGION HALL HOST 318 OWNER: THE M=CAN LEGION, POST 318 PORT ST. LUCIE FLORIDA, INC. P.O. BOX 8031 PORT ST. LUCIE, FL 34952 LOCATION: NORTHEAST CORNER OF U.S. HIGHWAY #1 & SAVANNA CLUB BLVD., BEHIND THE AMERADA HESS GAS STATION. SITE DATA ZONING: CG LAND USE: COM GROSS SITE AREA 95,103 S.F. (2.183 AC) = 100.00% IMPERVIOUS AREA 40,875 S.F. (0.938 AC) = 42.98% PROPOSED BUILDING 6,444 S.F. (0.148 AC) = 6.78% PROPOSED PAVEMENT34,431 S.F. (0.790 AC) = 36.20% PERVIOUS AREA (OPEN SPACE): 54,228S.F. (1.245 AC) = 57.02% BUILDING DATA: PROPOSED LEGION HALL 6,444 S.F. WATER'S BUILDING HEIGHT: EDGE ONE STORY (HEIGHT OF 25 FT.) BUILDING SETBACKS (CG) : FRONT: 25 FT. SIDE: 10 FT. SIDE CORNER: 20 FT. REAR: 20 FT. LAKE PROVIDER OF UTILITIES: WATER: FORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT WASTENATER: FORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT TRACT A-1 DRAINAGE NOTES: PLAT BOOK 34, PAGE 1) DRAINNAGE SYSTEM WILL CONSIST OF DRY DETENTION AREA WITH DISCHARGE TO THE ROAD SWALE ON SAVANNA CLUB BOULEVARD & WILL BE LIMITED TO THE PRE -DEVELOPMENT RATE. SFWMD CRITERIA FOR R.TER QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. (QUALIFP S FOR SFWMD NO NO':TCE GENERAL PERMIT) t_ TRACT A-1 LAKE LUCIE EXISTING LAKE ESTATES CONTROL EL. 12.5 FUTURE LAND USE: RU (NA V.D.) ZONING: PUD EX. 24"CMP-4, CMP INV=78.80 INV. EL. 8.80 TOP ❑F �- WATER'S BANK BENCH EDGE -::- CONTRC ELEVATI C OOFS89°54'59 "W .„.22-0»Z.,>��_ FND 4'X4" CM "C&T 3333" ,STORM rc�5.2cta I TIC 4'X4" C "C&T 3333"/'• 102p7 -18' PIPE ❑TTOM OF SLOPE/16.49 02 LM�1p y. 16.4 sToRAoE 105.00' (M)106.06' NORTH I ROOM PERMIT # 012030320 AMERICAN LEGION POST # 318 V 10'- $ $, SOCIAL HALL IS ASBUILT FORMBOARD SURVEY ' ` $ ASBUILT FORMBOARD SURVEY L Z % SWALE 6.51 6.49116.49 � \ TEL a \ _ VLVE UNDERGROUND B N C H M A I< - TELEPHONE LINE LE VATI N =15.0 (N Aa �,\- EP FND 4X4" CM "LB ASPHALT PAVEMENT. UNDERGROUND- SAVANNA CLUB BOULEVA�Ri9R LINE EP MEDIAN a �_ MEDIAN (130' RNV) EP SAVANNA CLUB OULEVARD 1 0' R /W Ln H LT PAVEMECLT_.� EX. S'PVC FORCE MAIN FM FM FM FM - FM FM FM SAVANNA CLUB COMMUNITY C I, TEExIsr,NG CAD DWG OOOOOSP FUTURE LAND USE: COM DRIVEWAY FM 0 D, CURB SWALE ® I� A l S 4 .7 ' :LlT2- 4'�.91 "---- C$$S SI J]TY EASEMENT Y R � G/,y f PSLUSD SF PARKING CAICULATIONS: BARS & NIGHT CLUBS 10 SPACES PER 1,000 S.F. G.F.A. y - 6,444 / 100 = 64 SPACES + 1 1/2" WATER METER 1 1/2" RPZ PARKING REQUIRED = 64 SPACES (3 HC) (� (BACKFLOW PREVENTERj PARKING PROVIDED = 66 SPACES (4 HC) 'I DDCV I PIV MITIGATION: - FDC TREE MITIGATION DETAILS ARE PROVIDED IN THE. - PIV wV wv II E.I.R. ANY REMAINING TREE MITIGATION THAT IS i REQUIRED, ABOVE THAT WHICH IS NOT PROVIDED wv PROPOSED I THRCUGH LANDSCAPING, WILL BE ADDRESSED BY A 1 MONETARY DONATION. - EASEMENT T PERMITS REQUIRED: SLC STORMPIATE'R PERMIT PSLUSD POINT SLC RIGHT-OF-WAY PERMIT OF SERVICE SIC DRIVEWAY PERMIT --- WM- SEWMD WATER USE FOR IRRIGATION WELL - PSLUSD PERMIT TO CONNECT DETAIL 'A' TRAFFIC STATEMENT: ALE: 1" = 10' INSTITUTE OF TRANSPORTATION ENGINEERS TRIP GENERATICIN, 7th EDITION PROJECT STATEMENT: LODGE/FRATERNAL ORGANIZATION (591) (AVERAGE RATES UTILIZED) THE PROPOSED PROJECT CONSISTS CC A AMERICAN :,EGION HALL AND ASSOCIATED PARKING LOCATED ON =IVER,^.LAL (500 MEMBERS) GENERAL (CG) ZONED LAND WITH A OCs4ERCLAL (OOM) WEEKDAY DAILY TRIPS: FUTURE LAND USE. AMERICAN LEGION HALT. IS A 500 x 0.29 = 145 TRIPS PERMITTED USE IN THE OG ZONING DIS^_P:CT AND IS COMPATIBLE WITH THE SURROUNDING USES P : THEE FAE'A. P.M. PEAK HOUR TRIPS: THE PROJECT IS BORDERED ONTHE SOU-F BY THE SAVANNA 500 x 0.03 = 15 TRIPS CLUB BOULEVARD AN 130' R/W AND THE SA%ANNA CLUB OOMVUINITY CENTER ZONED CCI4,FRCIAL G`INE_-RAL (CG) AND DEVELOPMENT SCHEDULE: A FUTURE LAND USE OMIERCIAL (CC"1) Agri TOTHE FAST BY THE LAKE LUCIE ESTATES ZONED PLANNED UNIT BEGIN CONSTRUCTION: MARCH 2O12 DEVELOPMENT (PUD) AND A FUTURE LAND USE RESIDENTIAL END CONSTRUCTION: 120 DAYS URBAN (RU). THE PROJECT IS BORDERED ON frlE W'uST BY A EXISTING HESS GASS STATION ZONED 3,wi%AERCIAL GENERAL (OG) AND A FUTURE LAND USE CC'NIERCIAL (am). 'THE LEG ND PROJECT IS BORDERED ON THE NORTH BY 'THE LAW, LUCIE ESTATES ZONED PLANNED UNIT DEVELOFM`:•:v"I (PUD) AND A RUN FFLOW DIRECTION FUTURE LAND USE RESIDENTIAL URBAN (RD). THE; DEVELOPMENT OF THIS PROJECT WILL NOT I-NI'ETERE WITH THE TRAFFIC FLOW DIRECTIONAS AD'ELVLD NOAAND SEETBACKSD' HAVE TIES, UTILIZED IN THE PROJECT DESIGN. !� BLOCK NUMBER ACCESS To THE PROJECT WILL BE FROM THE EXISTING HESS GAS STATION DRIVEWAY ON SAVANNA CLUB BOULEVARD, WHICH MITERED END SECTION IS ALSO USED TO ACCESS THE LAND TO THE WEST, FAST, AND SOUTH OF THE PROJECT. NUMBER OF PARKING SPACES THE SITE WILL REQUIRE FILL IN ORDER TO MEET DESIGN ELEVATIONS. THE FILL WILL BE OF A GRANULAR MATERIAL HANDICAPPED STALL SUITABLE FOR CC4NERCIAL SITE DEVELOPMENT. THE FILL MATERIAL, WILL BE OBTAINED FROM AN APPROVED BORROW PIT. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- OF-WAY, WETLANDS AND WATERWAYS. THESE WILL MZIATN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT.' PROPERTY AND WATERWAY. - THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY SURROUNDING THE PROJECT SITE. THE PROJECT LIES WITHIN FLOOD ZONE W , AS INDICATED ON THE SURVEY. .ARK NE COR - STRUCTURE ' 1-16.04(NAVD) TRACT D-1 LAKE LUCIE ESTATES FUTURE LAND USE: RU ZONING: PUD �g tj TRACT D-1 4 PLAT BOOK 34, PAGE 1) 6' CONC WALK e Q0 .G� ( 0 0 f 'ADIUS=2 .00' DE'LTA=7907'52" INVET<FARC=34. 2' 'ATION 12.42 AB SURVV43UPPLIES ENT. INI 342 SW CN --ER AVENUE ORT SAIN: F LljC; GL 34583 r<Rsw . aav• •rrtr mwuvs •c u , ra rna•.n° c..nme �d .°cross SITE LIGHTING FIXTURE SCHED'JLL MAN( k"FACNRM - PAD' MNW VOLTAGE MOUNTING DESTFIKIN Im TmE wArrs SB 9MZWlE-GN75W-R-W-S-208 1 MH 175 MO 6MMOE 1121A. INGIA TIA SE UTHOMA-KAD 250S R4 I RPS 250 208 POLE TOP IV SWFd� W1`0 IMT ALUMNUY Pry sF 111HDNM-WAD 2505 R2 I HPS 250 208 POLE TOP 1V ARE, 06 FLAT A1iMIM!Y UU SI 1.17110BA-03 2505 R3 1 HPS 250 208 POLE TCP 18 50LARE. amf � FLAT ALLUMIM' 00 PIE-CAtt �EDAi71E5 - 4CFT TYPEiR-D POLE I rE miaM. Yrw5 SIGN �y / I CONCRETE STOP CONCRETE STOP LTll/ 1334501-5-160!IJ :N I , LO4CATIOIV MAP S 26. T 36S. R 40E 12' I 5' I 12'__- AIN. -j' MIN. MIN. HANDICAPPED SPACE DETAIL 4 TYPICAL 18' PARKING STALL 1"=5' GATES SHALL MAINTAIN MIN. ANCHORING @ FULL OPEN GATES SHALL BE OPAQUE. NOTE: OPENING MUST BE PERPENDICULAR TO HINGES SHALL BE LINE OF FLIGHT OF OUTSIDE OF 10' SERVICE VEHICLE. CLEAR AREA O � p 10'-0" MIN. CLEAR 0 IT IS -CONCRETE a ''AIN. 6" FOOTING W/3#5 REINFORCED BARS CONT. CONCRETE PAD o 0 8"CONCRETE BLOCK w Z WALL WI STUCCO a0 (BOTH SIDES) Wl FILLED CELLS & 1 #5 DI BAR AT LOCATIONS SHOWN. (FENCING IS .� PERMITTED Wl OPAQUE SCREENING) 8 MIN. 4' DIA. K 6' HIGH STEEL BOLLARD FILLED W/ CONCRETE& Q Q. PAINTED SAFETY YELLOW 10' x 10' DUMPSTER DETAIL 1"=5. I PARKING b 3I51hiEs PERM; ONLY ?.iRRFNO Ye LIJABLSU L., 0 reZi M i P-226 %Q3O FINe w NOTHS; FTP 06 m . 70F' POF(T10N OF FTP 25 & 28 SHALL HAVE HEFLw T'VE BLUE BAC WRUUHC WITH 6WHE REFLCCTNE SYMBOLA.ND BORDER. Or I`A:l0F:l:OI,: SHALL HAVEAF.�F'_`CTn'E V.•hl E 9ACKCA0UN:.'NI'F4 BLA, K C,kQUE LEGEND AND BORDER. 3.FTP26=M..r °.='A'3P.:1•.TLD C'N ial�r>IiEL OR TWO. 4. F; P 25 IS FOn . 64 A2aA e'. N14ERE SPnCE i3 LWI CCD. 5. HEIGHT SH.L!_ OE': FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF 'PERMIT ONLY' SIGN OR 6 FEET TO THE BOTTOM OF "$250 FINE" SIGN. 6. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 16180 OF FEDERAL STANDARDS 58$•. 7. REFER TO FOOT INDEX No. 17346 FOR PAVEMENT MARKING DETAILS. JOSEPH T. FRISCIA, P.E. FL REGNO. 31443 Date Revisions I By IN 10-'I3-11 PERSLC RWF 03-14-12 Rr6 JBATTAL RWF 03-26-12 PER PSLUSD RWF 04-27.12 PER DRC' RWF 06-25-12 PER SLC RWF GO 0) 0) I 00)) M It to ^ C4 Off! Lei n X N J U- + rn � N 0 O O E Z O 0 1n 0- cr.c 3 c (D J o ego U W D a O v m N 5 Q� �I E cn cL 0) LiOn I O Z Iry 0) ^ N r a Q Z 00 Z M UJI Z Q I- U U W Q DRAWN RWF CHECKED JTF DATE 03-08-2011 SCALE 1" = 30' JOB NO. 081150 SHEI-I- 1 GRAPHIC SCALE IN FEET 1 inch = 30 fL. EXISTING X HOUSE / LOT 10 LAKE LUCIE ESTATES \\�� SINGLE FAMILY RESIDENCE FUTURE LAND USE: RU ZONING: PUD / LOT 8 LAKE LUCIE ESTATES SINGLE FAMILY RESIDENCE FUTURE LAND USE: RU ZONING: PUD I L_ --t-----, I I I I I I I EXISTING HOUSE I V I I J 5' TYP. N 89°54'28" E 195.31' LOT 9 LAKE LUCIE ESTATES SINGLE FAMILY RESIDENCE FUTURE LAND USE: RU ZONING: PUD I 1 I I 1 1 EXISTING HOUSE I LAKE LU T7 IEESTATES LEGAL DESCRIPTION PARKING CALCULATIONS: SINGLE FA YRESIDENCE LOT 2, SAVANNA. PLAT #18, ACCORDING TO THE PLAT THEREOF, AS FUTURE LAND USE: RU RECORDED IN PLAT BOOK 63 AT PAGE 18 OF THE PUBLIC RECORDS BARS & NIGHT CLUBS - ZONING: PUD OF ST. LUCIE COUNTY FLORIDA. , 10 SPACES PER 1,000 S.F. G.F.A. r--------1 I I TOGETHER WITH NON-EXCLUSIVE EASEMENT RIGHTS, ACCORDING TO THE 6,444 / 100 = 64 SPACES 5 11/2"WATER METER C(( _ I I I I I DECLARATION OF EASEMENT RECORDED IN OFFICIAL RECORDS BOOK 1360, 11/2"RPZ _____J LJ I AT PAGE 2806, OF THE PUBLIC RECORDS OF ST. LUCIE PARKING REQUIRED = 64 SPACES (3 HC) (BACKFLOW PREVENTER) FLORIDA. - ° PARKING PROVIDED. = 6& SPACES'''.(4 H'C) ,V -' DDC CONTAINING 95,103 S.F., 2.183 ACRES .MITIGATION: -_ _ _ ___ _ PIV I _ FDCI PARCEL ID NUMBER: 3426-700-0002-000-0 TREE MITIGATION DETAILSARE PROVIDED IN THE I I E.I.R. ANY REMAINING TREE MITIGATION THAT IS SECTION 26, TOWNSHIP 36 SOUTH, RANGE 40 REQUIRED, ABOVE THAT WHICH IS NOT 'PROVIDED PROPOSED,. THROUGH LANDSCAPING, WILL BE ADDRESSED BY A - 10'UTILITY L-- PROJECT NAME: AMERICAN LEGION HALL POST 318 MONETARY DONATION. - - .,EASEMENT _ J OWNER: THE AMERICAN LEGION, POST 318 PERMITS REQUIRED: �' '--'-__'--- ------ ----- -z-- __ PORT ST. LUCIE FLORIDA, INC. SLC STORMWATER PERMIT PSLUSD POINT P.O. BOX 8031 SLC RIGHT-OF-WAY PERMIT _ _ OF SERVICE -: PORT ST. LUCIE, FL 34952 SLC DRIVEWAY PERMIT " : ------- — w1k SFWMD WATER USE FOR IRRIGATION WELL - "_wM — — — LOCATION: NORTHEAST CORNER OF U.S. HIGHWAY #1 & SAVANNA CLUB PSLUSD PERMIT TO CONNECT — — BLVD., BEHIND THE AMERADA HESS GAS STATION. DETAIL'A' 8' HIGH MASONRY WALL �TRAFFIC STATEMENT: SCALE: V- 10'. 17 FINE W/LANDSCAPE PER i� SITE DATA INSTITUTE OF TRANSPORTATION ENGINEERS z1"PINE SLC CODE 7.09.04 (E) i - TRIP GENERATION, 7th EDITION PROJECT STATEMENT: ZONING: CG LODGE/FRATERNAL ORGANIZATION (591) LAND USE: COM " (AVERAGE RATES UTILIZED) THE PROPOSED PROJECT CONSISTS OF A.AMERICAN LEGION. HALL AND ASSOCIATED PARKING LOCATED ON. COMMERCIAL GROSS SITE AREA �95.,103 S.F. (2.183 AC) = 100.00% (500 MEMBERS) GENERAL (CG) ZONED LAND WITH A COMMERCIAL (COM) I WEEKDAY DAILY TRIPS: FUTURE LAND USE. AMERICAN LEGION HALL IS A IMPERVIOUS AREA 40,875 S.F. (0.938 AC) = 42.98% 50.0 x 0.29 = 145 TRIPS PERMITTED USE IN THE CG ZONING DISTRICT AND IS / / I 11 3' / PROPOSED BUILDING 6,444 S.F. (0.148 AC) 6.78.% COMPATIBLE WITH THE SURROUNDING USES IN THE AREA. I I 11 PROPOSED PAVEMENT 34,431 S.F. (0.790 AC)'.= 36.20% P.M. PEAK HOUR TRIPS: THE PROJECT IS BORDERED ON THE, SOUTH BY THE SAVANNA I I I.I fR5' I1 _ 500 x 0.03 = 15 TRIPS CLUB.BOULEVARD AN 130' R/W AND THE SAVANNA CLUB PERVIOUS AREA (OPEN SPACE): 54,228 S.F. (1.245 AC) 57.02% COMMUNITY CENTER ZONED COMMERCIAL GENERAL (CG) AND DRY j . DEVELOPMENT SCHEDULE: A FUTURE'LAND USE COMMERCIAL (COM) AND TO THE EAST BUILDING DATA: • - BY THE LAKE LUCIE ESTATES ZONED. PLANNED UNIT DETENTION PROPOSED LEGION HALL 6,444 S.F - - BEGIN CONSTRUCTION: MARCH 2O12 DEVELOPMENT (PUD) "ANDA FUTURE LAND USE RESIDENTIALoiiAREA#1I I END CONSTRUCTION: 120 DAYS URBAN (RU). .THE PROJECT IS BORDERED ON THE WEST BY N I I I I 1�8' I 26' I BUILDING HEIGHT: A EXISTING HESS GASS STATION ZONED COMMERCIAL GENERAL SF ONE STORY (HEIGHT OF 25 FT.) (CG) AND A FUTURE LAND USE COMMERCIAL (COM). THE LEG ND 3 I I PROJECT IS BORDERED ON THE NORTH BY THE LAKE LUCIE PROPOSED BUILDING SETBACKS (CG): ESTATES ZONED PLANNED UNIT DEVELOPMENT.(PUD) AND A to I I I I I PAVEMENT b I FRONT: 25 FT. -"'z RUN FFLOW DIRECTION FUTURE LAND USE RESIDENTIAL URBAN (RU). THE SIDE: 10 FT. DEVELOPMENT OF THIS PROJECT WI-LL NOT INTERFERE WITH z 16 O I i I SIDE CORNER: 20 FT. `\r, TRAFFIC FLOW DIRECTION THE DEVELOPMENT AND USE OF THE NEIGHBORING PROPERTIES, I_TH REAR: 20 FT. AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN 17.5"PINE I I -- ---_ JI I I j UTILIZED IN THE PROJECT DESIGN.- - — — / I CD PROVIDER OF UTILITIES: O7 BLOCK NUMBER ACCESS TO THE PROJECT WILL BE FROM THE EXISTING. HESS 91 I WASTEWATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT GAS STATION DRIVEWAY ON SAVANNA CLUB BOULEVARD, WHICH MITERED END SECTION 2' 11. 9' m IS ALSO USED TO ACCESS THE LAND TO THE WEST, EAST,. ti wFm i DRAINAGE NOTES: AND SOUTH OF THE PROJECT. n ` m 1 NUMBER OF PARKING k3� I ro DRAINAGE SYSTEM WILL CONSIST OF DRY DETENTION AREA WITH O SPACES 15'PINE Q u TYPED' Eo rnl THE SITE WILL REQUIRE FILL IN ORDER TO MEET DESIGN � ��3 CURB `" a� I DISCHARGE TO THE ROAD SWALE ON SAVANNA CLUB BOULEVARD �& WILL BE lgy� LIMITED TO THE PRE -DEVELOPMENT RATE. SFWMD CRITERIA FOR WATER ELEVATIONS. THE FILL WILL BE OF A GRANULAR MATERIAL � d 15-PINE (TYP.) - R [p] N QUALITY AND QUANTITY TREATMENT WILL BE PROVIDED. (QUALIFIES FOR HANDICAPPED STALL SUITABLE FOR COMMERCIAL SITE DEVELOPMENT. THE FILL M R12' Nj SFWMD NO NOTICE GENERAL PERMIT) MATERIAL WILL BE OBTAINED FROM AN APPROVED BORROW PIT. O 12" PINE 10, a O j' - I - EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE TYP. 5S1 OS I 1 1 FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE O ® ® ® I I LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND 16"PINE 18, I I SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO RV I I TRACT A-1 . I I PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- - — — — I LAKE LUCIE ESTATES EXISTING LAKE 1 I 10, _ 26' 1 CONTROL EL. 12.5 I i OF -WAY, WETLANDS AND WATERWAYS. THESE WILL RLMAIN IN S 89°54'28" W 130.00' FUTURE LAND USE: RU (N.A v.D.) I I I PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR ZONING. PUD IIi Ii UNTIL SILTATION AND EROSION ARE -NO LONGER A THREAT EAT TO ADJACENT PROPERTY AND WATERWAY. --- . 21"PINEI 1 I THERE ARE NO WETLANDS ON THE PROJECT SITE OR IOM9EDIATELY --_ __-_ -_--- - _- -- \ I EX. 24"CMP I I SURROUNDING THE PROJECT SITE. INV. EL. 8.B0 1 I RV li 1\ THE PROJECT LIES WITHIN FLOOD ZONE 'XI, AS INDICATED ON THE SURVEY. \\ \ SE 'I CIPROPOSED- \ \\. PAVEMENT \ \ EXISTING \\ + I �\ \\ \\\\` v�a "�d@@•p \\ \ \ \ II I �� 121'PROPOSk�CONCRETE ------- BUILDING A6--- F.F.E.=15.50 R1' HIGH MASONRY WAtt— ----------- & L\\ STEEL GATES (TYP.) (SEE DETAIL) N 89°54'59" E 201,59' o R12, 5' in \ 8' HIGH VINYL FENCE I I 1 \A \ �� a d \ \ i 1 0 ? PROPOSED CONCRETE �° \\ W/LANDSCAPE PER +d+ II z w LOADING "v 12 F�M PAD W/ P^OUNTED N \ SLC CODE 7.09.04 (E) .�` �p TRANSIRER \\ ), d ``o$ T:l.-GEios.oa CONCRETE_-PATIOAREA------ / �] Rm � I 26 I P POSED COVERED N °3q II II ---- - BAR AREA > o \ I 1 'r------- CROSSACCE ONE- TORY CBS EASEMENT I j UAL HALL 144 S.F. SAVANNA FLATt o \2�• \ 1 I I P.B.63, PG. O I GROSS FLObR AREA = 6,444 S.F. � 13.5"PINE a \\ I I 10, 26' 18 0 5' 5' �" 9e. > TRACT D-1 w ADA TRUNCATED COVERED P OSED `\\ LAKE LUCIE ESTATES a '\ , 1„'J 7 S -6 U DOME MATS FRONT ENTRY. H.C. SIGNS REASE TRAP 5 P FUTURE LAND USE: RU v ` �` k°� 7 > W/ PAVERS (TYP.) ZONING: PUD I I G�� •� �\ / z w I ° (TYP.) WATER SERVICE TO GRINDER STATION ] 1 CIO PROP. ;G BLDG. SEWE SERVICE Fn \\ i f W X FLAG POLE �i y PROP. FLAG ® j 10 HTYOP EXISTING 10, Or6 PSLUSD POINTHESS GAS STATION T,.y8 60 5,FUTURE LAND USE: COM 'P? 2,$ lTYP. 9 SF OF SERVICE ZONING CG f O R5 12' 12' h-12', 12 ` RV R -�- PROPOSE IIQ F===== 51459" W N �>, I I _ 1 GRINDER D 2 'x 20' .1 \ 25.00, w c - - T -L - 1 STATION ACCESS & EXCLUSIVE P 1-------------------- ----- =s®c-= W o PROPOSED I UTILITY (EASEMENT�-------- ----- - ----_ � a- m TYPE ,O, 3 12'x48'VACUUM I 1 t-� i O K o �-�-] PAVEMENT I�� w ?S tr L TRUCK AC SS I 1 _ 1 IL o - -- 17 5' o R51 (TYP.) i R I I rodreoL HOSl1' IBB FOR 1 '` 1 G a 1 _r NEi _ 1%- �� F_7 ---- --------------------------- --'------------- % LIFTITATION . 1 vm� I EASEMENT PER_ / - 1 F�. . _ ( O21"PINE $ER GE. ° I C O.R.ORBOOK 1380 2808 1 M DETAIL'A' E. 10 1N 10, i i i s\ o g 31 TYP. h 10 TYP. "'� e-=-----------I=.®®me®em- ®®=®sm==eme=v��=mmso=.ee==ame��a =-a® PROP, 5' W`�f T H p S., - �� >_ �. _ _ _ nb •' ''"� ' 1 / -LOL I 1� 6 =f gym''+� WOOD$IGN`IW/LIGHT o _ - f0'ACCESS &EXCLUSIVE UTILITY EASEMENT B/ I I EX STOP 8 0 I Z - o f __m 1 STOP BAR I - I �RrILI Y - - _ _ _ f i SA (TAR RCE M 1 ?o Nam/ i i 11 i P _ -- •• UT - - _ _ ________________________________I__ //��'F\\// ��------__ ILL o �f - _ __ "'":,_�__'•'_ �'Frl �rtTmt /' T1' EX. E f' '1r--------------------r=-- EXIBTING SIDEWALK(TYP.)m rr - HYD N{ ('- _ nllnlnllnlnnllnllnlnll-n ----=`--WM--= j- DRY`- --- 89°54'591, W -�===WM_=— ' e76H R�45 \� V �__ _____ EXISTING _ ` __,, S. a�/ �\ DETENTION EX. 12'PVC L_J -� DRIVEWAY ,ty WATER MAIN - / -- �._- Ta�'H •/� \� AREA#2 / r -------------- --- R 25�1. " SAVANNA CLUB BOULEVARD c ` _-___ _ __ -• _-___ � \�('7' ,(r, (130 RIW) _________ l`sa`\��„ ,� '' \/ � 1\1/ 60 _-___ , ` E%. ti" PVC FORE IqMAIN PM_ Ilv. • FM FM FM- -FM— --FM. FM FM— _F $ CANNA CLUB COMWUNITY C TER \` CAD DWG OOOOOSP FUTURE LAND USE: COM DtAISHNG RIVEWAY I —� FM ., 5.. .ZONING: CG I _ \ \ ��•,. �Z------ SITE LIGHTING FIXTURE SCHEDULE MANUFACTURER - PART NUMBER NO LAMS I ttPE WATTSI'll MOUNTING DESCRIPTION !ELITE- GBI75MH-R-W-5-200 I MH 175 20B INGRAOE 12 LNG NA-KAD 250S R4 1 UPS 250 208 POLE TOP 19 SQUARE TO FLAT ALLWINll�M DFFRL NA-KAD 2505 R2 I HPS 250 208 POLE TOP FLAT ALUMINUM DOOR NA-KAD 250S R3 I RES 250 208 POLE TOP I SW NCUTOFF- FIAT ALUMIUM DOOR DIRECT BURIED ONOETE POLE :AST SPEGALDES - 40F7 ttPE III-0 POLE PIPE TENON, 3'x5' HAI ---_-n SIGN---_-(� v (HANDICAPPED SPACE DETAIL PAINTED STRIPE (TYP.) d TYPICAL 18' PARKING STALL 1"=5. GATES SHALL MAINTAIN MIN. 135' SWING CLEARANCE W/ �—ANCHORING @ FULL OPEN. GATES SHALL BE OPAQUE. NOTE: OPENING MUST BE PERPENDICULAR TO HINGES SHALL BE LINE OF FLIGHT OF OUTSIDE OF 10- SERVICE VEHICLE. CLEARAREA OPAQUE O' GATES 10'-0" MIN. CLEAR- Q 12' % 18' CONCRETE MIN. 6" I _FOOTING W/3 p5 REINFORCED BARS CONE. CONCRETE PAD Q I 0 I 8"CONCRETE BLOCK a Z I WALL W/STUCCO `I o O O (BOTH SIDES)WI I y I FILLED CELLS & 1 NS BAR AT LOCATIONS I o I SHOWN. (FENCING IS PERMITTED ) OPAQUE SCREENING) 8" MIN. 4" DIA. x V HIGH STEEL BOLLARD - - - - FILLED WI CONCRETE& Q• PAINTED SAFETY YELLOW 2' 1 V-4" _B' BAND I \-B'x WBOND BEAM Wl2 M5 BARS CONT. 40 STEEL STUCCO V BOLLARD L-------------U 11'-4" 10' x 10' DUMPSTER DETAIL 1"=5. FILE PARKING B DISABLE➢ PERMIT ➢NLY PpRKDIG HY DISABLED Lu PERMIT ' 5230 FINE DNLY FTP 25 3230 FINE NOTES: FTP 26 1 TOP PORTION OF FTT'25 & 26 SHALL HAVE REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. 2, BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER, 3. FTP 25 & 26 MAY BE FABRICATED ON ONE PANEL OR TWO. 4 FTP 25 IS FOR USE IN AREAS WHERE SPACE IS LIMITED 5 HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND OR SIDEWALK TO THE BOTTOM OF 'PERMIT ONLY SIGN OR B FEET THE BOTTOM OF 1250 FINE SIGN \V 6 BLUE PAVEMENT MARKINGS SHALL BE TINTED T MATCH SHADE 157800E FEDERAL STANDARDS H95a. 7.. REFER TO FDOT INDEX No. 17346 FOR PAVEMENT MARKING DETAILS. _ JOSEPH T. FRISCIA, P.E. FL REG. NO.31443 Date Revisions By 10-18-11 PER SLC RWF 03-14-12 RESUBMITTAL RWF 03-26-12 PER PSLUSD. •• $WF 04-27 12 PER DRC RWF 06-25-12 'PER SLC RWF J Q Z Do Z _0 (n 17— `,1— J W Q 0 I— C) LLI Q uKAWN RWF CHECKED JIT DATE 03-08-2011 SCALE 1"-30' JOB NO. 081150 SHEET GRAPHIC SCALE 3 CATCH BASIN SCHEDULE LEGEND BOX TYPE @e to or sowcmt /Joint seol ROAD RIGHT-OF-WAY Q��jjJJJJ�� J p"Min. + STRUCTURE ELEVATION FT. N.A.V.D. f �p E PROPERTY ry^6 EXISTING GRADE ELEVATION PER F.D.O.T � r- I r------T r-- NO. TOP NORTH EAST SOUTH WEST BLEEDER VERFLO INDEX232 COVER I I I I 9 CONCRETE T/CURB 1 l r-I I r -----' I SO 15,30 NW 12.50 11.50 -SIDEWALK PROPOSED ELEVATION ( IN FEET ) r-- 1 1 1 I r t-_--_ 1 r---T I 1 I - - - - C USF 621z ,. 3000 P.S.I. 21.50 1 inch = 30 ft. i i 1 I I.� L--J _____J I I I 1 S042 15.30 11.50 11.50 _ TYPED odt�• Pw't• 1' SEE PLAN 1' ` / l `-J 1 I I LJ I I BID 15.65 11.50. - BE - - C usF62,2 CONTRACTION ztoo ( ) 1 I I `Preto, reto, dolnt And ~- (HR. =HIGH POINT I 4'0 MANHOLE USF 170E PrePormed Joint filler B/CURB \`�\ EXISTING j / j i i 'UNCTION BOX - - - - - JO/NT IN CURB TYPE D �-a 2%MAX. SLOPE •C-Z_ -1 HOUSE I 1 I I I I I SO #4 15.30 NW 11.50 11.60 - - - - C USF 6212 Notat Far use ad/ocent to concrete or flexible ppvemaM, co/mrete shavn. 11rn (li -(Tf-J Jf- ED q5 15.30 - - 12.50 17,50 Expansion Dint, reformed joint A//ar and joint seal ore re Fred between verbs 01- - AS -BUILT ELEVATION - - C USF 6212 0� concrete pavement meonly.see dilter o d M. W - -(�-1 EXIS PING I I EXISTING I I EXI ING I 1 4"Mtn. C - rU-,- �♦ HOUSE HOUSE I HO SE I I - - - - - 9" Mln.. 5" Ho'. CONCRETE CURB - 111� 1-OJ-III ... 1 I I I - - - - - - - - 5" Mox. - O PIPE INTERFERENCE POINTS q°'Or"Hales j I- - - �/ 01) 3" Max. 12" COMPACTED SUBGRADE f I I J 1 I I I CS#i 16.40 13.00 - 73.00 - 13.00 15.80 E USF 8300 2" Mm, c c MIN. L.B.R. 40 & 98%COMPACTION �-` RUNOFF FLOW DIRECTION a°j L h. L---------- - - - - - 1 L-- - WEIR 14.40 - 'O AASHTO T-180 -___� CONTROL STRUCTURE 3"Max. ^y' ^y_ f'-� - - - - - - givEi PROPOSED CONTOUR N 89"54'28" E 195.31' -J ^y. ---_ - - - - - - 35.6 - ELEVATION + Lam- I"'� 1 + 8" Mln.,"Pfich optlonnl No. 4 Bars. l8" L°n9 NOTE: 9" Mos. R. (two Per Gu°rel SEE FDOT STANDARD SPECIFICATION SECTION 522 Cost or /robbed FDOT MITERED END m & FDOT INDEX NO, 310 FOR SIDEWALK CONSTRUCTION DETAILS. SECTION - - - - - _ + _ a CONCRETE BUMPER GUARD SIDEWALK DETAIL - ' CURB & GUTTER .DETAIL SCALE: V=3'H 6' HIGH MF.D.O.T. INDEX NUMBER 300 1'=TV ASONRY WALL SPACING OR REQUIRED ROADWAY It PARKING AREA TESTS 0 1?7�PINE WILANDBCAPE PER 4/� z1°PiNe 15.6 SLC CODE 7.09.04'(E) SIDEWALK SLOPES PER ADA MIN. BERM EL15.6---------�� FIN. GR.. ^oy EL15.5 \ f �_ ITEMSTOBETESTED DENSITY L.B.R. THICKNESS LENGTH MAX. SLOPE LONGITUDINAL SILT FENCE BARRIER PER ,(---� /- I jI + 16.00 I // _�� I I I 1 j G 6' 1:12 WITHOUT HANDRAILS > 6' < 3�' 1.12 MAX: SPACING LIN FT SQFT MAX. SPACING LIN FT SOFT MAX. SPACING FOOT INDEX #102.3 I I I I I COMPACTED OR LIN.FT. SQ,FT. HANDRAILS BOTH SIDES > 0' < 50' 1:20 NO HANDRAILS 16.00 I STABILIZED SUBGRADE 300 10,000 300 '10,000 300 10,000 - SEE SITE PLAN I I I I 1 ^yh w 1/2" CHAMFER _ LIMEROCK BASE 300 10,000 300 10,000 300 10,000 Z w VERIFY SIZE W! FIRE 3,000 PSI CONCRETE I I DRY I I I n F. U PROTECTION DRAWINGS ry I I DETENTION AREA #1 I I 16.00 '15,75 I 1 SHELLROCK BASE 300 10,000 300 10,000 300 10,000 w m PAVEMENT ^ - �I Ido., BOTTOM EL. 14.0 oI I� H.P, I � � F- CONST. 4"x2"TAP + ' IIIILLL �"__Q_••• o PI (•- N.A. V.D. .`t-I I ASPHALT PER INSP. PER INSP. w a W 2" GATE VALVE &BOX s, BASE `4I I }^I FIN. GR. ry I I z o m < CONST, 1 1/2" WATER METER EL. 15.5 I I I NOTE: ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12" 0005i o 0 Z 4" 90° ELL 1 1/2" RPZ COMPACTED SUBGRADE I I I I I INSIDE THE LEFT EDGE OF THE ITEM TESTED, TO THE CENTER, TO A POINT 12" INSIDE p, V N w 4' DDCV 2" DR-9 POLY S�ooF I I t I to +^'ry 1 j - OF THE RIGHT EDGE. o LL U 4" PIV WATER SERVICE o I o-� I I I SILT FENC _ _ J _ q" FDC (SEE DETAILW-02A) T S I}^I 14o I I Ip10 1 BARRIER R Nam -DRAINAGE PIPE JOINTS, INCLUDI - J �A a z I I /13o�I IMESINV. yU I FDOTIND #1oz.3 Dd rIv SIDEWALK/PAVEMENT DETAIL 15.8o I NG ROUND CONCRETE PIPES, ----------------------- 17.5"PINE I 1 I i IEL. 13.00 IZ l5,80 I I SHALL HAVE A FILTER FABRIC JACKET IN ACCORDANCE WITH FDOT PROP. 10' S' N.T.S. \ - --- LL wl ROADWAY AND TRAFFIC DRAINAGE STANDARDS. ALL RCP PIPE USED UTILITY ysN 16.30 ��_--- ,�/ I j Si FOR EXFILTRATION ARE TO HAVE SLOTS, IN ACCORDANCE TO FDOT REPLACE SIDEWALK.EASEMENT f To°s.f• ------ I 15.6 N+ INDEX #285.2 OPTION 'B' . IF REQUIRED z%oo �'- ^a^ 95 O1I + H.P. 16.00 RCp (.F m --------- IS" 15.80 m NOTE: PSLUSD POINT cgoSS,zi�� IS' PINE 16.07 ��9 OF SERVICE z. N y^ ALL ELEVATIONS SHOWN OR REFERENCED WITHIN THESE PLANS ARE _ _W� - - - - - ] }^ BASED UPON NORTH AMERICAN VERTICAL DATUM 1988 (N.A.V.D.) . CONST. 153 L.F. INV. CR,@0.5%a I? -,� I sD#1 TO CONVERT FROM N.A.V, D. '88 TO N. G. V. D. '29, ADD 1.98' HANDICAP RAMP DETAIL xr- ;� 12'x4'WET TAP Ia I TOP. 15.30 TO THE N.A.V.D. ELEVATIONS TO GET N.G.V.D. ELEVATIONS. DETAivA' 4" GATE VALVE N.T.S. p 12' PINE 16.20 15.75 dCJ I NW I . EL. 12.50 SCALE: 1"- IO' 10 L.F. 4" C-900, DR-18 PVC WATER MAIN O 16.00 16.00 I �� S INV L. 11.50 1 1 U p ' I I GENERAL NOTES: 16" PINE j Iz 15.90 m 1LL i 1 S 89"54'28" W 130.00' Its I EX SS MANHOLE n i^ RIM EL. 14.55 ^ - - - - - - - - ------- a� ry I 27"PINE - - ------- - I. Ex. INV, �i\\ • \ (y EL 10.46 F\ * N 1 I No* 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LOCAL BUILDING CODES AND THE SECTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, CURRENT II. I EDITION OTHERWISE AUTHORIZED BY THE ENGINEER IN WRITING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OFF -SITE DAMAGE, RESULTING FROM HIS OPERATIONS, TO EXISTING PAVEMENT, SWALES, ETC... 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING WORK AND SHALL TAKE INTO CONSIDERATION ANY OMISSIONS, UNDERGROUND UTILITIES, OR OTHER ITEMS AFFECTING THE INSTALLATION OF PAVING AND DRAINAGE. SHOULD UNCHARTED OR INCORRECTLY CHARTED UTILITIES OR OTHER ITEMS BE ENCOUNTERED DURING CONSTRUCTION, CONSULT PROJECT ENGINEER IMMEDIATELY FOR DIRECTIONS. REPAIR DAMAGED UTILITIES OR OTHER ITEMS TO SATISFACTION OF UTILITY OWNER AND PROJECT ENGINEER. 15.95 _-� 3. ALL BERMS AND GRASSED AREAS WILL BE SEEDED AND MULCHED IN ACCORDANCE' WITH THE APPROPRIATE SECTIONS OF THE �� \\\ • \\ \ 1 j+ 1 15.95 i { II II \\\ \ \\ I I ''�e 1 -I �e \ \ III 11 ABOVE REFERENCED SPECIFICATIONS UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER. vi I j \\ FOR DUMPSTER PAD - \\\ Ii 4. ALL SLOPES TO BE MAXIMUM 4:1 UNLESS NOTED. ALL SLOPES SHALL BE SODDED. ` +.. \ I ° ^ ELEV'S. SEE DETAIL 'A' EXISTING \ EX. DRY ie \^\ ^y'.I' -- S. GOVERN BUILDING \\\A\\` k ++ \ \`�\ I I; e°pl h "° _____._----------,-- BENCHMARK I I LOCATION OF DRAINAGE STRUCTURES SHALL O•J RN AND PIPE LENGTHS MAY HAVE TO BE ADJUSTED TO ACCOMPLISH \ I \ I \\\ \ DETENTION AREA IQ `� _ _--------- \\ EX. CONTROL STRUCTURE' 1 I CONSTRUCTION DASISHOWN$ON THESE PLANS. \\ F.F.E.=15.50 \\ + 1. �N oF-i I� """.. ----- --_-- - \ ELEV.=18.04 (N.A.V.D, i80B) I I w. \\ �V �\ ++ `\�� ro\` W _y Q Cry) i i i 6. IF HARDPAN IS ENCOUNTERED WITHIN .RETENTION AREA OR SWALES, IT SHALL BE REMOVED AND REPLACED WITH A GRANULAR \\ \\ "° ++ \ \\^�' N 89°54'59" E 201.59' ^ m \ i i MATERIAL. I I u1 \ I I 7. IF MUCK IS ENCOUNTERED, IT SHALL BE COMPLETELY REMOVED AND BACK FILLED WITHA GRANULAR MATERIAL AND I M Z 350 L.F.SWALE@0.2% \ 8'HIGH VINYL FENCE I I COMPACTED TO DENSITIES SUFFICIENT TO ACCOMMODATE THE INTENDED USE. 0 .. � d, Ili - - - - - - - - - - - - - o \ \ + \ \ TOP EL. 15.30 1 c r m FLUSH SWALE INV. EL. VARIES 14.3 - 15.0 a + \ / wI s" \ W/LANDSCAPE PER I 1 1 ++ \ \\ NINV. EL. 11.50 11 Z '� �n 15.70 15.90 15.0 16.46 \ SLC CODE 7.09.04 (E) 11 i 8. EROSION AND SEDIMENT CONTROL - CONTRACTOR IS RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING SINV EL. 11.50 '-�� j'\ \ ) I THE LATEST F.D.O.T. STANDARDS. BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO ` • A ++ \ ` 1 - I I I I PREVENT SILTATION OF ADJACENT PROPERTY PUBLIC RIGHT-OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN 10 00 16.00 \\\ SILT FENCE i 1i ' + \. \ \rot S 1 1 PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OF UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO STOMGE 16.00 BARRIER PER I 1 Roots ADJACENT PROPERTY AND WATERWAY. \`\ �✓ <\ `� \` ++ st e\\ i i + i - - 16.40 \ \a. FOOT INDEX #102.3 i "\ \✓' ''��. ``r \� \` a\ %� i , 1 15.90 FIN. GR. N \O% `$ I 4,. PR DOSED - EL. 15.5 \' 9. RCP INDICATES REINFORCED CONCRETE PIPE. CMP INDICATES CORRUGATED METAL PIPE. BCCMP INDICATES BITUMINOUS ,r- - --------SILT FENCE I m., \ 1 I COVERED CORRUGATED METAL PIPE. CAP CORRUGATED ALUMINUM PIPE. CPP INDICATES CORRUGATED POLYETHYLENE PIPE BU DING (TYP:) \ Pn + l BARRIER PER - j � 8 \ \ N \ 1 I I I (N12) MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS, INC. (ADS). FOOT INDEX #102.3 a ZI 10 ED R F.F.1 = 16.50 -'il / o OI ^sg Y N..V.D. \I I I 10. ALL INLETS SHALL BE TYPE "C" PER F.D.O.T. INDEX #232 W/ CAST IRON GRATES, UNLESS NOTED OTHERWISE. ` a'•' ` ` ilk / 136 H J 13.5"PINE ! 1 16.00 +1 / m Ud 3° * 2%o MAX SLOPE 'I- •.a \t I I �a m*'� �'• \` \�t I- ++ i +^ +^^o a'~'I Ij W ^'^ ( ) ^ry °ry '� �' �, 1 1 11. ENTRANCE TRAFFIC CONTROL - STOP SIGN, STOP BAR AND LANE DELINEATOR SHALL BE IN ACCORDANCE WITH M.U.T.C.D. TYP H.C. STALLS + + \ 1\ I 1 SPECIFICATIONS AT ALL ENTRANCE LOCATIONS. 0a-mot v �? �� I i� / K LLi U)2 '� 1 \ MIN. BERM ° D�I I 15 90 15.90 O 170 L.F. V SCH40 PVC \ EL. 15.6 C.O.INV. .0. INV. \ li FLUSH FLUSH , I 12. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY VELCON GROUP, INC., JOB. NO. 10-023. ` LL:EL. 14.50-� E . 14.40 C.O. INV, WATER SERVICE 11 \ 1 I N I ° if EL. 13.80 6" BLDG, SEWER 1.0°/a C.O.INV. \ '` \ I I , / I 13. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED TO PRE -CONSTRUCTION CONDITIONS OR BETTER. (JUNSO CTION i EL. 13.20 19 . MES INDICATES MITERED E '� �I ""0"��II� `a' ` '�'.c `° e o : •°:. °SIDEWALK. Ett 16.A5Y,'.. \ \ \ l f ND SECTION PER F.D.O.T. INDEX #272. \ \ + t (JUNCTION BOX) I ,1,250 GALLON \ \ + / TOP EL. 15.65 L_ _ - •S N \ f f 16.40 * 16.40 *4 T \ , I 15. ALL CURBS SHALL BE TYPE "D" UNLESS NOTED OTHERWISE. y~ N INV. EL. 11.50 1 16.40 * 'k GREASE t3 r , ISSN r _ INTERCEPTOR 16.40 PSLUSD Of \i SE INV EL. 11.60 (( 15.90 SD #4 15.90 1&90 OF SERVI ro � CONSTRUCT STABILIZED ^a' __X'Y 15.90 m 1 / l89 TOP EL, 15.30 FIN. GR. ) ^ I % i CONSTRUCTION ENTRANCE - 5 , , 16. WHEN PAVEMENT IS SHOWN NEXT TO A CURB OR SIDEWALK, THE ELEVATION OF THE TOP OF CURSOR SIDEWALK IS 6" ABOVE PRIOR TO CLEARING 80 p NW INV iEL. 11.50 H.P.HPH.P. _ _ _ EL. 15.5 (PER FDOT INDEX #108) f=8=9=5=17 °59 WE INV E 11.50 15.60 5 --- .O. INV. / 2a'x 20, ' THE PAVEMENT, UNLESS INDICATED AS FLUSH. IN SOME CASES, BOTH ELEVATIONS ARE SHOWN FOR CLARITY. 125.00' 1575 ,?A%/Q _ ) r - 4- - ,L. 12.90 / ACCESS & EXCLUSIVE____o N __ --ETC. .INV.OR: -0'6°% ^4' S3LF. TNV:'CR: II.-6°rT 55 L.F. INV. CR. 0.5°/a601 UTILITY\ ASEMENT / SPECIAL NOTES: L tom_ _ __ ________-►__ J -.-a_ S-I- / A. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE. PRIOR TO CLEARING PER FDOT INDEX #106) • i i -y / s H P 59 L.F. INV. CR. @ 0.5°/a -- - - - 106 L.F. 15" RCP @ 0.0% SD #5 ^ry N r _ - - `' J / 11 / CONSTRUCTION FIELD OBSERVATIONS ,Iy e TOP EL. 15.30 la- F_� o 4 15.60 a ^� W/ 96 L.F EXFILTRATION W INV. EL, 11.50 ^ I / y= - -- Ii c �- -- ---- ------- ------- --- + j�I + INV EL + I I %- • EASEMENTPER�- -- Imo' .12,5D • G i - S � ��v�9�; / I. DRAINAGE • I �i' [-] DR, BOOK 1360-2806 _ I/l / r n "`� Imo BENCHMARK 16.00 V 15.60 16.00 16.00 48 L.F. 15"RCP 16. 0 / �� 1 / f A. LAYING OF PIPE (BEFORE BACKFILL • / C'� ^a9, O BENCHMARK ///II 1.04% vi / �: / I / ) _---- s-=--a=------*-}--_________ _-_-®. ` ELEV.=76.00 LJ O`@(-) I � r_� n'o' , 1 / B. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETE. ®____ _________`_'-'_ _-'__ =-m =">>> \` S .A.v.D15sae) --- / ,� ,fir GRINDER { / C. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. = o , Z _ _ ° , I f O'ACCESS & EXCLUSIVE UT I ASEMENT 15 6 / S�, , /P STATION I 1 1 ----- / {/ , , D. SEEDING, MULCH AND SODDING IN AREAS WHERE EROSION IS EVIDENT. 1 EX STOP 8 P -PREP.-{b ' _ _ _ / O r /* TOP EL. 16.50 ' / you STOP BAR a ^t ____� '?'3 % MAX-, 325 K 2" DR-1 POLY FORCE MAIN _ _ _ - - - - - - / �'4 , / I / .-____-___-_��-��___-___•, gym-y�� _ _ _ _ - ^ J -- __ 'X, FIRE�I- -_ f _---�- - /! ----�- -I---- 1 / h / , INV. EL, 12.80 I , II. UTILITIES PERMITS f ) Vas- --------i"in7fTT ( 3 14.0 r , I f A T EXISTING SIDEWALK TYP. T 14.0( ^c /MES INV 14.3 \ -1MbL = _ III nlnlulunlnlnlnlnllu UTILITY _ Ir (` 1 1300 I LAYING NG WITHIN RIGHTS-OF-WAY. -----�`-r=- ----- -W°a----- --'t,N� -- ----�uaeL.-- `tlimir+e:uui+iu.xcu.0 _ -- 1t� /ME DRY 5 r t , A. PIPE HYDRAN ( I gggL' I I f I t B. JACK AND BORING IN RIGHTS -OF -WAY. WM---- - \ o SINV. 13.0 I __� 00 / DETENTION AREA #2 / I ( 1 r ExlsnNc eMATCH EX. _. _ , 'a�� ,13. 14.0 BOTTOM EL 0 ---- Ex 12' PVC EL tz 73 L_J --is---- - \- �- ^ry SIDEWALK - -W ```` �, \\ \4p OT N.A.V.D. 14. � I II r - WATERMAIN �a DRIVEWAY ,x .3 L_ EX. INJ��} 7 13 L.F. / // I I , III. CONCRETE -- __"-- ;- TEL --- -' �7^ EL 13,05 E 5.0t O M� �\ys\ 15"CPP / / / 1 ; A. CONSTRUCTION OF CURBING, SIDEWALK AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. W,y1-.`` ��-� \�@ / iP^ 1V / i , IV. PAVEMENT _____________ .-(.^ ^a� -�t�, Fx\ `�� \ � / ay � ' � II / / A. LINE AND GRADE (CERTIFICATION) , t " �nP ---------- ____ ^o MES INV. STD c's�o �� ; ' I '/ i B. SUBBASE (PRIOR TO ADDING BASE MATERIAL) EL. 1300 C. BASE (PRIOR TO PIMING ANR AT(11 D. BASE (AFTER PRIMING,, SANDDSEALSANDANDA AW CUT & BEFORE PLACING OF ASPHALT) LLf _ SRECE SIDEWALK AS REQDTRED tee=20go / i II i / E. ASPHALT OR CONCRETE (WHILE PAVING IS IN PROCESS). W SEE MAX. SLOPE ,�a^ae" I / / F. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). ,. =y, Ij1 4;4' / G. TEST RESULTS ON SUBBASE BASE AND ASPHALT. '� U 19 L.F. �REQ T THIS SHEET. rP fo-�/ I , r , SAVANNA CLUB BOULEVARD - o P° $� ` , H. FINAL PROJECT OBSERVATION. I 13" X 17' ELLIPTICAL U ^a�� II / / /i - ------ - ------ -`----- ---�`= - it �o� LL Q -a„ CAP @ 0 0% PROJECT ------- ---------------'-_ ------ ----- ----- T CERTIFICATION REQUIREMENTS EX IN `\/q ON RE U 42 12 EL O - . .1 ,(/- / % r - ' F + --==-=ram'==____= °- ~ CS#1' \. , > ' TESTING (130' RIW) + Z W CONTROL STRUCTURE - i i d. \ 11 t / / `aa , t , A. FLORIDA BEARING VALUE TEST RESULTS Q TOP EL 1610 B. COMPACTION TEST 5 N LN INV EL: 1300 .tea\` ^aI / ry \ I t i / C. BASE MATERIAL TEST RESULTS SINV EL. ^ t t A� if Pp ^ * �� , ^ t f t D. ASPHALT TEST RESULTS °� BLEEDER INV. EL. 13.00 + a�� ca `C i- 11 / / ``` as _----------------------------------------- ----------- 49------------ ^ ----------------- - -- -- �--------------- WEIR INV. EL. 14.40 s �`.� \ \ � t i 11. WATER AND SEWER + `^^ / +^a }^ ^aoo �h'M /t I1 /i A. DEPARTMENT OF ENVIRONMENTAL CERTIFICATION FOR BOTH WATER AND SEWER ` + , 1 / t (OPERATION AND MAINTENANCE), IF APPLICABLE. Ex.s°PVC �\ o / ry� _ B. HEALTH DEPARTMENT CERTIFICATION, IF APPLICABLE. •� FORCE MAIN 11^�A^a �h ^aN i '{ / / C. BACTERIOLOGICAL FOR WATER MAINS. it t CONST B'x2"WET TAP ^ry a;! �} \ i j / t / D. UTILITY ACCEPTANCE FOR OPERATION AND MAINTENANCE IF APPLICABLE. - --- FM FM FM FM - FM FM FM - > W/ 2 GATE VALVE &BOX � FM °j 2" SWING CHECK VALVE \ + \\ L J'». I / i III. CERTIFICATION AND RECORD DRAWINGS T -I '�� ` i A. SEALED CERTIFICATION BY THE ENGINEER OF RECORD FOR COMPLIANCE CAD D41rG OOOOOSP i EXIS7ING I �- PM� _\ \��,�^b� -- , \ / / PLANS AND SPECIFICATIONS ALONG WITH RECORD DRAWINGS FOR THE WITH APPROVED I DRIVEWAY 1 1 ` - -- .� �• t HE PROJECT, v JOFLREG NO.31443.E, EXISTING LAKE CONTROL EL. 12.5 (N.A.V.D.) I I EX. 24" CMP / INV. EL. 8.80 Date Revisions By 10-18 11 PER SLC Rw 03-28-12 PER PSLUSD Rwp 06-11-12 PER DRC & L.S. ARCH. RWIF 06-25-12 PER SLC RWF 04-09-13 PER SLC RWF 0 Z III ; Ij JI co Dy7 n n u� Z O � ,I W as w o Ixy EG�d W mI�DO pa" z, - �Fp•I P-1 Q J Q = J_ Z 00 _O V W LLI U) Q Z U a_ �Z/ L-L- 0 W C G (r1 < zV Q IZ DRAWN RWF CHECKED JTF DATE 03-08-2011 SCALE 1' - 30, JOB NO. 081150 SHEET 2 c