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HomeMy WebLinkAbout6240 GALL BLVD 06/14/ 2ee2 14: 7 14 352EE13541 A! HULL 1 ....Fil 7'-: PAGE 132 .........---.. 1 LA 0 ---. I !,:••!:' 1 W > 10, (3 > 0 _, - (.. ,) 1 z — t --- ,0 „ PROPER TY c- f 111.1 LINE r Z • (8 1 8 1 2 -- \ i 0 I rn —I ! 1 5 " , .. , o > 3k * c•D rx ' z ul > c" 00 ' * 0 , o • .. --I X .> r I) >t:: 01.• 0 C. ' C) 11 r-, y . 0 0 r ■ c-) T r- 71 rn C) 0 4 > 1— --i .4 r rn -P. > > ...V I. r wirm: r K ,-.- C _ I . ht, > i ) l tr ' P.,.. F C! ! i 11 r- ,—......r■■■...... * ' 1 33 • i --A ,› I L N c,r) i m c) 1 - _ 1 . 1 ar M xi i i X/ " I r • • rr r 0 Z , C > ■.... 0 7 3 ■ ,. , G) .(.%kk \ - , i (-, 0 7 --....- Cr' 6 0(12 13: 35258054a: ANtri' HL1LL ! E:1 PACir LI1 ........______....... . 1 3' 17 11 9 13' i 1 . I .ES;2wf1PMENIT OBEAK . .C O ROM ROOM ............,„, i ■ "•.: , .. ,,.,.....,. 1p m. J' ....... . 1 ---------:_-_-_— . 1 \. -. \ I k .. st X --- 1. Id il 777" 1 .1 , -6 - WOMAN 11 1 b; / . • • 6 x8 / AIIII \ MEN . I \.. I , n 71 IF h i -.1 , -1-' II C ON FEREP:10E 1 I 1 ROOM 0 i it 11 .. ....i - ,... 3 / 1 11 6" 4 "T.)) , . 10' : CV FT I Li 1 TOR t -0 i ( ) 1 ir . LI_ I fl 8' ; i 1 - ,- C.7 r---1 ! 1 . i ..- , 4 .... L ) ,... i cop y,i' MAIL I I .M.2.,.....Q117..!..c.E. Ic: ROOM! I I I - I . , . : I 5 . 15- =,...., WNDOW R F VI S E D F L 0 OP, F" L A IN SCALE 1/8"-zz 1' - DATE f 5-10-02 ADD 4 INCHES rOF). IN', ETRIOR WALL THICKNESS. 'W - DENOTES A WINDOW ki/W - DENOTES A HALF WALL • 1 cf 6' -0° 50' -0" S/w 4. I 11 I I 1 1 L_ _ J r , A ` o o c \' ..... "* .s........_ , e o 'V I I - - - - - N I I w C- =_I I • • I N 73 4 ' I I • � I o w I r • c > i > I I Ali � I I I I ] I — — — — I I I I I I • J I z c, I o i- I o I I I _ I o° - I t _ -1,4111 1 T: N . I ] I 1 - - - - -- I c • W E a .:. o I I x I I I z • w I o 1 1 o w I > 0 N I > o 0 mn" I 0 D, " I z = mx (A I I O N I ] I 1 D °os o � L - J - - - 0 —I z�� M I O I z I -1 I F I J I S�° z N - J ' I 0 I j I I J I —�. CU � O L_ — J w L_. J _ I C7 r _ —'° • 1 _J EDGE OF MONOLITHIC POUR J > 1 D f m Z N --11111w.. U3 m I I ° 0 1 O ` �1 I \ l al o ° I 1 � f m I - o o co o > 0 00 o I �, °` i - m I O. z'? m 0 o o I CD I o A CZ) w eo 8. - 0- ( I m I m A m rn m I I Z co 1 7 0 LI' I L c,, I mo I ° I ' I X/ 4 N - - 1 1 i V I / O I O m � 0 1 ' z L J r- 70' -0" C7` 1 ■ • • • • -. x ' 1o52x 6 M � T �( 6 68 L.F.of 12 "PVC I to / p 109 �6 x1,0 1101x �i��i�C (SCH 80) ® 0.50% �n 109 / 6 I W 'n � Y CLEANju4. T I a 000 �I INV.= 34 > m r �� / / // ' O. 0.12 / 110 110 9 S.89'38' 24 "E, 110 3 156.59' 1 09 5 0 1 1 0 a 10 f / x PP 65 / RELOCATE / '" CURB -� / 1 9 x EXISTING / r 6 ° - - 50' X 6'ht.CHAIN LINK FENCE GTE BOX os,� ° e� o o g� o8 I AROUND POND 10 1 �? 9 i 5 3 0 0 10 10 0 � 0 1 0 x� x X 1 x10 PIPE INV.= 104.25 �V ' ��'/ c ' oy / J• I N ON 2'x2' CONC. PAD 20' 24' 20' D �;, A A J o�� /' S / k'__ STOPS °' ( RETENTION POND (TYPICAL) I x TOB = 107.50 o$� BOT.= 104.00 l Ids P IE� ^JrU bb/ DAT / / / �• / o a y END BLOCK WALL UtL; D>rf�? PMaui 10.15 / d9 R `` / 09 9 \09. x 10�' o ° x10 5 I 101 3 1 06 5 B LJO N OUTFALL STRUCTURE 20' b I INV.= 107.25 10 / 08.7 Og qi °0 0 ALL1�OdKS "A'- Lw•�'u'LY W1T'i'LL NREv.NjLLNG' G 9 WISES, F1-�� A t3Ui1.Da'`ID x x110.2 5 / ( UU1 NA1101 AL IcL ECT1tIC CO!?L PROVIDE ACCESS SIGN ADDITIONAL PARKING m x110 �O x110 q0 '01\0 / 5 crTY 0;r z EI,Ky1U{1LLSO Rllll1N. < . 24' --- -____a �8S ° 3 OFFICE RETAIL 09 ' °y / ` 2p. ° ^� � I VERTICAL WALL W FOOTER LOCK x1o g. c� ��/ ` - 0 �'•�� BUILDING � / DOUBLE DETECTOR CHECK VALVE ASS'Y / APPROVED SUBJECT 10 ATTACHED CONDI110NS SITE PUN APPROVAL EXPRIES :i I Ir PLAII RE -VIEW FEE RECEIVED DATE_.. _AMOUNT SITE PLA14 PFVIF:W APPROVAL CITY Of Z(:I'HYRHILLS TH13 DA' OF 19 Airport Manage Building Dept Planning Dept._ Public W orks DW . Utilities Dept. f.�-- -- Fire Dept� Police D City Manager 10 6. / cy / \ � -- • • 24' TOP OF WALL = 107.50 logo ,l�j 1096 TYPE 'C' GRATE INLET 20 140 L.F. of 101 �V. x 1 1/2 1o6� I 10 6 x1o5 / TOP = 108.0 " PVC ON 2'x2'x4 "thk. CONC, PAD PIPE INV.= 104.10 SANITARY MANHOLE / / \ INV.= 104.68 WATER SERV. Q o 7,800 sq.ft. I TOP = 108,00 // \ - 4 \ - INV. = 101.52 3 F.F.= 108.50 0 / / CLEANOUT I 08 2 \ 108 -4" PVC ® 1.00% �VP = 102.60 0 o / \ SCALE: 1 " = 20' / \ \ CcD 0.50% TYPE 'E' GRATE INLET Z I JUNCTION MANHOLE TOP = 107.00 G. v} �� \ \ ELOCAI 9 6 CURB INV.= 104.43 92 L.F, of 12 "x23" TOP = 108.00 P•P• O o � ExfsTING 0 `'' INV.= 104.15 • ERCP ® 0.30% vi / .. `S �g ) PWR' 1101-E 36 "Oak u �2. �O 8" Oak ,O�°� w O oa, O fi� 29 ' I 4 / ' tl � o � \ (1'. � V C '(d 108• ® U$, q .O O c t . , lO6. / _ - - - - - - ( - x� N 89 58'36" E - 154.00' Signor � N.89'38'00 "W.\ o �. o o �� G 231.83 �o /o C.L.F. on Masonry Wall o oxO Sign SST \ ° 10' 10 I Conan / R BENCHMAK I Pble _ A 2!5' I?�W per 0'l? Hntil !i71), I'ct�fe Fi(1 NW CORNER SW 1/4 \ SW 1/4 SECTION 2 10 � x1o `\ \- - -� - - - - -- ,�1� - - - -- - - - - - -- - - -- - x 6 � -- - -��' -------- - - - - -- - - - I�j6 $ �� \ \ \ \ - 101 - -- 15 --- - - - - -- I Meter - - -- x1o� MATCH EDGE OF \ CONCRETE STEPS TO EXISTING FIELD LOCATE Plonter 30' Existing / \ Asphalt \ EXISTING PAVEMENT \ ASPHALT PAVEMENT W /HANDRAILS DUMPSTER PAD Existin Asphalt �o. \ PROVIDE 12 ADDITIONAL PARKING SPACES - - - r.r.1o4.73 1} \\ PER CROSS- EASEMENT AGREEMENT �$ 1 o \ O 1 \ CONSTRUCT 245 L.F.of ` � \ 1 \ 4" PVC ® 1.00% `\ 0 � \ O \ �� Existing Existing cl' \ x10 �g2 Asphalt \\ \ \ Concrete / Existing 1 Story Masonry r, Office \ v+ I I I \ v i 5,340 sq.ft. O 2� - 108.94 \� GTE Box � Exist.Son.MH \_ _- Rim= 108.90 E.Inv, =98.60 ss -NI II II I1 II 1� 11 � •� ` SANITARY MANHOLE TOP = 108.30 INV. = 99.07 Existing Existing 6" PVC Asphalt Sanitary Sewer Existing Metal Building 22,482 sq.ft. F.F. = 107.20 DESCRIPTION: THE SOUTH 1/2 OF TRACT 96, ZEPHYRHILLS COLONY COMPANY LANDS IN SECTION 3, TOWNSHIP 28 SOUTH, RANGE 21 EAST, LYING EAST OF THE RIGHT OF WAY OF US HIGHWAY NO, 301, PASCO COUNTY, FLORIDA. TOGETHER WITH THAT PORTION OF VACATED ZEPHYRHILLS COLONY COMPANY LANDS RIGHT OF WAY LYING EAST OF THE ABOVE DESCRIBED PARCEL. TOGETHER WITH THAT PORTION OF THE VACATED SEABOARD COASTLINE RAILROAD RIGHT OF WAY RECORDED IN OR BOOK 3430, PAGE 773, AND DESCRIBED AS FOLLOWS; COMMENCE AT THE NE. CORNER OF SE, 1/4 OF SE. 1/4 OF SAID SECTION 3; THENCE ALONG NORTH LINE OF SE. 1/4-OF SE. 1/4 S•88'50'15 "W•, 169.19 FEET FOR P.O,B., THENCE CONTINUE S.88'50'15 "W., 63.80 FEET TO SOUTHEASTERLY RIGHT OF WAY LINE OF US HIGHWAY NO, 301, THENCE ALONG SAID SOUTHEASTERLY RIGHT OF WAY N.23'10'15 "E., 75,79 FEET TO SAID NORTHEASTERLY RAILROAD RIGHT OF WAY LINE; THENCE ALONG SAID NORTHEASTERLY RAILROAD RIGHT OF WAY LINE, S,26'24'45 "E„ 76.35 FEET TO P.O.B. SITEPLAN SUN STATE ALUMINUM Zephyrhills, Pasco County, Florida PREPARED FOR SUN STATE ALUMINUM, INC. 37528 S.R. 54 West Zephryhills, FI 33541 (813) 788 -7308 9F 3- F - 411 WILLIAM F. CARTER, P.E. NO. 41852 GENERAL NOTES 1, ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISION. 2. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 4. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 5. ALL WATER AND SANITARY SEWER WORK SHALL CONFORM WITH THE CITY OF ZEPHYRHILLS UTILITY DEPARTMENT. 6. ALL WATER MAINS SHALL HAVE AN MINIMUM OF 36 INCHES OF COVER. 7. THRUST BLOCKING SHALL BE PROVIDE AT ALL BENDS AND FITTINGS. 8. EMBANKMENT WITHIN THE ROADWAY RIGHT -OF -WAY, UNDER ALL PAVEMENTS, AND ON BUILDING SITES SHALL BE COMPACTED TO A DENSITY OF NOT LESS THAN 100 PERCENT OF ITS MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99, 9. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS, EXISTING PAVEMENT AND BASE SHALL BE RE -USED, 10. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION, DISTURBED AREAS WILL BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 11. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS, 12, CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT IS SHOWN TO BE BUILT, LEGEND ;oak Existing Tree To Remain Existing Spot Grade �-�- SURFACE WATER FLOW BENCHMARK - BASIS OF ELEVATION; STATE ROAD DEPARTMENT BENCHMARK, CONCRETE MOUNBENT WITH BRASS DISK, ELEVATION = 109.30 N 01E: PROVIDE SEDIMENT CONTROL FENCING ALONG THE EAST AND SOUTH PROPERTY LINES, THE PROPERTY IS ZONED C -2 SITE COVERAGE: EXISTING CONDITIONS, VACANT LOT W /TREES IMPERVIOUS = 4,541 S.F. GREEN SPACE = 27,693 S.F. SITE AREA = 32,234 S.F. (0.74 ac) PROPOSED; = 24 = 2 spaces spaces (cal F] IF) BUILDING = 7,800 sq.ft. = 24.20% ASPHALT /CONCRETE = 13,785 sq.ft. = 42.76% RETENTION POND = 3,900 sq.ft. = 12.10% OPEN /GREEN SPACE = 6,749 sq.ft. = 20.94% TOTAL PROJECT AREA = 32,234 sq.ft. = 100% (0.74 acres) PARKING; PROPOSED SPACES SHOWN HANDICAPPED SPACES SHOWN = 24 = 2 spaces spaces (cal F] IF) = 2� PARKING SPACES REQUIRED = 39 spaces PARKING SPACES (OFF SITE) = 12 spaces (PER CROSS- EASEMENT AGREEMENT) TOTAL PARKING SPACES PROVIDED = 39 spaces 5 IA/ C n IAIt NO. REVISIONS or 1 PER S.W.F,WM.D. COMMENTS 2 GENERAL DATE 3 -20 -2001 6 -1 -2001 4 -18 -2002 ENGINEERING LAND PLANNING 8. REZONING SURVEYING Phone: (813) 908 -3396 Fax: (813) 908 -3396 Phone: (813) 264 -7650 Email; teknicaddUaol com SHEET NO 14918 Knotty Pine Place, Tampa, Florida 33625 "PARKING BY DISABLED PERMIT ONLY" SIGN 6'ht. CHAIN LINK FENCE MOUNTED ON BLDG. WALL Y AT ALL SIDES OF POND FAG ALUMINUM SKIMMER PLATE — +_ FASTEN W/4 -3/8" RED HEADS TOP = 107.50 2.00' BOT.= 103.00 WEIR WIDTH SIDEWALK Existing r MIN. La J 3 J 07 '. LLJ Err 6" 6,. HANDICAPPED PARKING AREA (NOT TO SCALE) VALVE B OX (NOT TO SCALE) SKIMMER ---- -- TOP OF WALL WEIR CONC. PAD MORTAR CONC. BRICKS 00 0 0 0 Orr TO CONC, PAD AS SHOWN 4" 0 0 0 Orr 4 4 2 ° typ, a PLAN YP t_W ow of a_J Grade TOP OF WALL = 108.00 TOP OF WALL = 108.00 18' ° _LWEIR EL= ° WEIR = 107.65 ° 107.65 ° t -- n A OT IRON COVER RIBED "WATER" cfl .) - r. POND BOT,= 104,0 3 EAST ELEVATION I b ' CONCRETE BLOCK RETAINING WALL 20 "wide x 10 "thk. CONCRETE FOOTER SECTION W/2 - #5 Bars CONTINUOUS AND #5 Bars VERTICAL ® 4ft. O.C. OUTFALL STRUCTURE TYPICAL WALL SECTION AT PROPERTY LINE (NOT TO SCALE) FRAME do COVER U, S. FOUNDRY No. 170 TYPE 'E" LABELED "SANITARY SEWER". GROUT PAVEMENT FINISHED GRADE 3" MINIMUM 8 "— 12" NOMINAL I 18" MAX. v 2' -Or' o VARIABLE BRICK ADJUSTMENT > a OR CONCRETE ADJUSTING RINGS AS REQUIRED. ° n I . PRECAST REINFORCED CONCRETE CONCENTRIC CONE SECTION c KEYED TO LOWER WALL 5" WAIL 4' -0" DIA. PRECAST REINFORCED CONCRETE (MIN) � o SECTIONS AS REQUIRED. I KEYED TO ABUTTING SECTIONS. I !c p PIPE SHALL NOT ° BE IN CONSTRUCTION SLOPE 1/2 PER FOOT JOINT OF MANHOLE S TANDARD 48" ,-,PRECAST MANHOLE (NOT TO SCALE) 2 "x 2" WOOD STAKES (4' -0" O.C.) TAPPING VALVE (FLG, /MJ) i D,I, CONNECTING PIECE W/ COUPLED MFCI IANICAL JOINT (RFS f RAINED) -- RESTRAINED JOINT REDUCER NEW INTERCONNECTING PIPE —� BY -PASS VALVE NOTE: EXISTING WATER MAIN II I II . CONCRETE GRADE PAD W/ WIRE MESH REINFORCING 2 PC. C ROAOWAY TYPE VALVE BOX (5 -1/4" MIN. I,D.) CLOW OR EQUAL 8" PIPE SLEEVE AS REQUIRED TAPPING SLEEVE II I II ALL TAPPING SLEEVES SHALL BE WRAPPED AND SEALED IN AN APPROVED MANNER WITH POLYETHYLENE ENCASEMENT MATERIAL, TAPPING SLEEVE & VALVE (NOT TO SCALE) � GD. EXISTING GRADE Hoy bales to be stoked in a continuous manner and stoked into ground with 2 "x2" wood stakes as required to maintain proper ollignment. SEDIMENT BARRIER DETAIL (NOT TO SCALE) Contractor is to provide erosion control /sedimentation barrier (hay bales or siltation curtain) to prevent siltation of adjacent property, streets, storm sewers and waterways. In addotion, contractor shall place straw, mulch or other suitable material on ground in areas where construction related traffic is to enter and exit site. If, in the opinion of the Engineer and /or local authorities, excessive quantities of earth ore trons- ported off -site either by natural drainage or by vehicular traffic, the contractor is to remove and clean said earth to the satisfaction of the Engineer and /or local authorities. NOTE; FOOTINGS TO BEAR ON UNDISTURBED SOIL DEVOID OF ORGANIC MATERIAL, RETAINING WALL SHALL BE FULLY GROUTED 162' x 28' z (SEED & MULCH) SOD J DO FF =108, 50 w Z � J I— w 0_ 0 0- Existing _ _ / I'-- Grade DHW1o0 = 10 7,77 /_ 3J POND BOT = 104,0 FOOTING = 103.0 SHWT = 101,0 y T POND SECTION A- A WITH 3,000 PSI GROUT, FROM SHEET #1 2f-4 2 11 811 11" 2 11 " t I �O �O o : _ ir o v O �O 2'- 4" -�— � 12 TYPE C Approx. Weight 235 Lbs. '31- 4" 21 1r 2 � rr _ 2 1- 0 11 4 N N 8 11 1 811 co PLAN Si r, 5 4 lr 1 2 - I Grate o - 1 _ o _ 2" Cl. 1 Eye Bolt V N - 4 4 Bars 9 12" Ctrs. SECTION Recommended Maximum Pipe Size: 2'-0" Wall -l8" Pipe 3'-1" Wall-24" Pipe F.D.O.T. TYPE 'C' INLET (NOT TO SCALE) (NOT TO SCALE) OPERATION AND MAINTENENCE SCHEDULE The project owner or his assigns shall be responsible for the operation and maintenance of the stormwater facilities. The operation and maintenance shall include at least semi - annual inspections of said stormwater facilities to make sure system is free from excess silt, sediment and grass clippings, This may require periodic cutting and removal of vegetation and removal of accumulated sediments, gross clippings, and debris from the retention pond bottom, 3 1- 4 11 2J P 5 / 5 API O °o o � 31- 4" T +i /N I N 1 F- � - � F 2„ F-� 2 TYPE E Approx. Weight 465 Lbs. C L( PLAN 0 C 0 n Y I z 41-4)1 It 5 41r - 3' O 5 4 LL Z'JI �I r Grate -� 2" Cl. Eye Bolts N # 4 Bars SECTION ° 12" Ctrs. Recommended Maximum Pipe Size: 3' -0" Wall -24" Pipe 4'-6" Wall-42" Pipe F.D.O.T. TYPE 'E' INLET (NOT TO SCALE) 0' TO 2 R. 4' BRASSI PLUG —� CONC, PAD 4' THK, X V -6'SQ, W /6'x6' W,W.F, STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER CLE AN- OUT DETAIL (NOT TO SCALE) 6� 2"R. 0 o Asphalt Pavement ao HEADER CURB DETAIL (ICU 1 1 (JUAI I_) NOTE: HEADER CURB "REVEAL" SHALL BE 6" - 4" ABOVE ASPHALT AS SHOWN ON PLANS. 8" WID x 6 LONG J3 I I 'll• • 2 -3/4" DIA, HOLES PLACED 12" FROM ENDS CONCRETE WHEEL STOP (NOT TO SCALE) VARI AS SHOWN ON PLANS 1 "R, SLOPE 1 /4 " /F PAVEMENT 6" MAX. 8" 4 "THICK 3" CONCRETE CURB @ SIDEWALK (NOT TO SCALE) VARIES AS SHOWN ON PLANS 4" IHICK TYPICAL CONCRETE SIDEWALK (NOT TO SCALE) W.F.C. ENGINEERING, INC. ENGINEERING LAND PLANNING & REZONING SURVEYING Phone: (813) 908 -3396 Fax: (8131 908 -3396 Phone: (813) 264 -7650 Email: teknicaddfdaol.com 14918 Knotty Pine Place, Tampa, Florida 33625 �1 I SILTATION CURTAIN ............ ........... ........... ........... ......•.... Existing r Grade 4 "thk.x 18 "wide x 4'long CONCRETE PAD TOP OF FOOTER VARIES AT E (MAINTAIN MIN, 12" EARTH COVER) PAVEMENT DETAIL (NOT TO SCALE) O 1 1/2" thick, Type S -I, Asphalt O 8" Limerock Bose O 8" Subgrade Mixed With ''ASPHALT /BASE" From Demo Operation GENERAL NOTES: a) Certificates of compliance of materials with Specifications shall be submittted by Contractor to Engineer. b) Saw cut existing asphalt for smooth transitions of new tie -ins. D 3/4 1. D. 1 ........'D'.' r 6" U V A •' V..'.'.'.'.'..' 1 D 6" SHELF MIN. MIN. •'•'.'.'.'.'.'....', D.'..' D 6 " •:.� .. A 6" MIN. TYP. MINIMUM 6" OF COMPACTED LIMESTONE TAPPING SLEEVE II I II ALL TAPPING SLEEVES SHALL BE WRAPPED AND SEALED IN AN APPROVED MANNER WITH POLYETHYLENE ENCASEMENT MATERIAL, TAPPING SLEEVE & VALVE (NOT TO SCALE) � GD. EXISTING GRADE Hoy bales to be stoked in a continuous manner and stoked into ground with 2 "x2" wood stakes as required to maintain proper ollignment. SEDIMENT BARRIER DETAIL (NOT TO SCALE) Contractor is to provide erosion control /sedimentation barrier (hay bales or siltation curtain) to prevent siltation of adjacent property, streets, storm sewers and waterways. In addotion, contractor shall place straw, mulch or other suitable material on ground in areas where construction related traffic is to enter and exit site. If, in the opinion of the Engineer and /or local authorities, excessive quantities of earth ore trons- ported off -site either by natural drainage or by vehicular traffic, the contractor is to remove and clean said earth to the satisfaction of the Engineer and /or local authorities. NOTE; FOOTINGS TO BEAR ON UNDISTURBED SOIL DEVOID OF ORGANIC MATERIAL, RETAINING WALL SHALL BE FULLY GROUTED 162' x 28' z (SEED & MULCH) SOD J DO FF =108, 50 w Z � J I— w 0_ 0 0- Existing _ _ / I'-- Grade DHW1o0 = 10 7,77 /_ 3J POND BOT = 104,0 FOOTING = 103.0 SHWT = 101,0 y T POND SECTION A- A WITH 3,000 PSI GROUT, FROM SHEET #1 2f-4 2 11 811 11" 2 11 " t I �O �O o : _ ir o v O �O 2'- 4" -�— � 12 TYPE C Approx. Weight 235 Lbs. '31- 4" 21 1r 2 � rr _ 2 1- 0 11 4 N N 8 11 1 811 co PLAN Si r, 5 4 lr 1 2 - I Grate o - 1 _ o _ 2" Cl. 1 Eye Bolt V N - 4 4 Bars 9 12" Ctrs. SECTION Recommended Maximum Pipe Size: 2'-0" Wall -l8" Pipe 3'-1" Wall-24" Pipe F.D.O.T. TYPE 'C' INLET (NOT TO SCALE) (NOT TO SCALE) OPERATION AND MAINTENENCE SCHEDULE The project owner or his assigns shall be responsible for the operation and maintenance of the stormwater facilities. The operation and maintenance shall include at least semi - annual inspections of said stormwater facilities to make sure system is free from excess silt, sediment and grass clippings, This may require periodic cutting and removal of vegetation and removal of accumulated sediments, gross clippings, and debris from the retention pond bottom, 3 1- 4 11 2J P 5 / 5 API O °o o � 31- 4" T +i /N I N 1 F- � - � F 2„ F-� 2 TYPE E Approx. Weight 465 Lbs. C L( PLAN 0 C 0 n Y I z 41-4)1 It 5 41r - 3' O 5 4 LL Z'JI �I r Grate -� 2" Cl. Eye Bolts N # 4 Bars SECTION ° 12" Ctrs. Recommended Maximum Pipe Size: 3' -0" Wall -24" Pipe 4'-6" Wall-42" Pipe F.D.O.T. TYPE 'E' INLET (NOT TO SCALE) 0' TO 2 R. 4' BRASSI PLUG —� CONC, PAD 4' THK, X V -6'SQ, W /6'x6' W,W.F, STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER CLE AN- OUT DETAIL (NOT TO SCALE) 6� 2"R. 0 o Asphalt Pavement ao HEADER CURB DETAIL (ICU 1 1 (JUAI I_) NOTE: HEADER CURB "REVEAL" SHALL BE 6" - 4" ABOVE ASPHALT AS SHOWN ON PLANS. 8" WID x 6 LONG J3 I I 'll• • 2 -3/4" DIA, HOLES PLACED 12" FROM ENDS CONCRETE WHEEL STOP (NOT TO SCALE) VARI AS SHOWN ON PLANS 1 "R, SLOPE 1 /4 " /F PAVEMENT 6" MAX. 8" 4 "THICK 3" CONCRETE CURB @ SIDEWALK (NOT TO SCALE) VARIES AS SHOWN ON PLANS 4" IHICK TYPICAL CONCRETE SIDEWALK (NOT TO SCALE) W.F.C. ENGINEERING, INC. ENGINEERING LAND PLANNING & REZONING SURVEYING Phone: (813) 908 -3396 Fax: (8131 908 -3396 Phone: (813) 264 -7650 Email: teknicaddfdaol.com 14918 Knotty Pine Place, Tampa, Florida 33625 �1 I SILTATION CURTAIN ............ ........... ........... ........... ......•.... Existing r Grade 4 "thk.x 18 "wide x 4'long CONCRETE PAD TOP OF FOOTER VARIES AT E (MAINTAIN MIN, 12" EARTH COVER) PAVEMENT DETAIL (NOT TO SCALE) O 1 1/2" thick, Type S -I, Asphalt O 8" Limerock Bose O 8" Subgrade Mixed With ''ASPHALT /BASE" From Demo Operation GENERAL NOTES: a) Certificates of compliance of materials with Specifications shall be submittted by Contractor to Engineer. b) Saw cut existing asphalt for smooth transitions of new tie -ins. GENERAL LANDSCAPE NOTES: I. ALL LANDSCAPE MATERIAL SHALL BE FLA. NO. I GRADE OR BETTER, AS SPECIFIED IN GRADES AND STANDARDS FOR NURSERY PLANTS, PARTS I AND fl, BY DIVISION OF PLANT INDUSTRY, FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, AND SHALL CONFORM TO CURRENT AMERICAN ASSOCIATION OF NURSERYMAN STANDARDS FOR NURSERY STOCK 2. ALL LANDSCAPE MATERIAL SHALL BE PLANTED ACCORDING TO SOUND NURSERY PRACTICES. 3. ALL SHRUBS SHALL BE A MINIMUM OF 24" HIGH AT THE TIME OF PLANTING AND SPACED NO GREATER THAN 3' ON CENTER SHRUBS SHALL NOT ADVERSELY IMPACT EXISTING TREE ROOT SYSTEMS AND MAY BE FIELD ADJUSTED IF NECESSARY. 4. ALL REQUIRED TREES SHALL BE A MINIMUM OF 10' OVERALL HEIGHT WITH A 2" DBH AT THE TIME OF PLANTING AND HAVE A MINIMUM PLANTING AREA OF 36 SQ.FT. 5. ALL REQUIRED TREES SHALL BE LOCATED A MINIMUM OF 4 FEET FROM IMPERVIOUS SURFACES, ALL SHRUBS 2 FEET, 6, AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER (100% COvE RAGE 1. 1, THE CONTRACTOR SHALL SOD ALL DISTURBED AREAS, 8, ALL TREES TO REMAIN, WHERE INDICATED ON THIS PLAN, MUST BE PROTECTED BY TREE PROTECTION BARRICADES MEETING THE MINIMUM STANDARDS SHOWN ON DETAIL. 9. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND WITHIN THE DRIPLINE OF A TREE TO REMAIN ON THE SITE UNLESS OTHERWISE APPROVED BY HILLSBOROUGH COUNTY, 10. ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH VEGETATIVE MATERIAL THAT WILL, WITHIN A REASONABLE TIME FRAME, DETER SOIL DISTURBANCE, SODDING, PLUGGING, SPRINGING OR SEEDING IS ACCEPTABLE FOR STABILIZATIONt HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5.1, VEGETATION OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. 11, VERIFY THE LOCATIONS OF EXISTING TREES, LAWNS, AND SHRUBS. REMOVE EXTRANEOUS MATERIALS SUCH AS ROCKS, BRANCHES, BUILDING MATERIALS OR UNACCEPTABLE SOILS PRIOR TO PLANTING SOD, TREES, AND SHRUBS, WHERE ENCOUNTERED. EXERCISE EXTREME CAUTION WHEN EXCAVATING NEAR EXISTING IMPROVEMENTS SUCH AS ROADWAY EMBANKMENTS AND UTILITIES. 12, THE EXACT LOCATION OF ALL EXISTING STRUCTURES, UNDERGROUND UTILITIES , AND PIPES MAY NOT BE AS INDICATED ON DRAWINGSt THE CONTRACTOR SHALL DETERMINE THE LOCATION OF THESE ITEMS AND HE SHALL CONDUCT HIS WORK IN A MANNER TO PREVENT INTERRUPTION OR DAMAGE TO EXISTING SYSTEMS WHICH MUST REMAIN OPERATIONAL. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND UTILITY SERVICES WHICH MUST REMAIN OPERATIONAL AND SHALL BE RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED BY HIM, 13, PINE BARK MULCH MUST BE IN PLACE TO A MIN. DEPTH OF 2" AROUND ALL SHRUBS AND SEASONAL COLOR AREAS WITH A STEEL EDGE TRIM TO SEGREGATE IT FROM LAWN AREAS, WITH WEED CONTROL FABRIC UNDERLAYMENT, 14. FINAL GRADE ALL PLANTING AREAS BY PROVIDING A MAXIMUM 3 INCHES OF TOP SOIL, REMOVING ALL DEBRIS AND ROCK LARGER THAN 1/2 15. PLANT ALL TREES, SHRUBS AND PLANTING MATERIAL IN A MANNER AS APPROVED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, AND ACCORDING TO SHOP DRAWINGS HAVING BEEN PRIOR APPROVED BY THE ARCHITECT AND OWNER. 16. PLACE ALL SOD TO PRODUCE A TIGHT FITTING AND SMOOTH SURFACE, DO NOT STOCK PILE SOD FOR MORE THAN 3 DAYS AT THE SITE BEFORE PLACEMENT, ALL SEEDED AND SODDED AREAS ARE TO MAINTAINED BY THE CONTRACTOR UNTIL SUBSTANTIAL COMPLETION. 11, REMOVE FROM THE SITE ALL REFUSE AND DEBRIS GENERATED BY THIS PORTION OF WORK. CLEAN ALL SOILS FROM CURBS, WALKS AND PAVEMENT, WHICH WERE M16PLAC1_D OR STOCK r'ILtlD AT 11113 611H, I8. ALL LAWNS, SODDED AREAS, PLANTERS, TREES AND IRRIGATION SYSTEMS ARE TO BE MAINTAINED FOR W DAYS AFTER OWNER MOVE -IN, IF GROWING CONDITION IS SUCH THAT PLANTING IS DORMANT, THEN THE SO DAYS SHALL BEGIN FROM THE TIME AT WHICH THE PLANTS NORMALLY BEGIN TO GROW IN THE LOCAL CLIMATE AFTER OWNER MOvE -IN. THIS SHALL INCLUDE MOWING, WATERING, TRIMMING, FFRTILIZING AND tUFF004's OF ALL LAU1N6, WOr rm) ARR.A©, I^I.ANIRRO AND 11FL Al I r•I AIll111rti nIIAl I rN" I•tAlt11A1llttl - ) III OfIrl - Cr111 0llr4l AIM r11><ry l 1"1 111 A i lAtllltFi AB AI-'FRUYrV Fjl IIIE AhIfRIGAN AejBV(:IAIIVN G'F NUR8EF211'tEN, AN1 PLANTING THAT 16 WEAK OR DEAD SHALL BE REPLACED AS SOON AS IT IS NOTICED. ANY DAMAGED, BROKEN OR POORLY ADJUSTED AND /OR DESIGNED IRRIGATION SYSTEMS SHALL BE RECTIFIED AND /OR REPLACED, AT THE END OF 90 DAYS ALL PLANTING SHALL LOOK AT ITS PEAK, A LETTER OF RELEASE SHALL BE SIGNED BY THE OWNER INDICATING THAT ALL PLANTING AT THE TIME OF TERMINATION OF THE SO DAYS OF MAINTENANCE WAS IN GOOD HEALTH AND ACCEPTABLE, FINISHED GRADE FINISHED GRADE NOTES: 1, A PERMANENT UNDERGROUND IRRIGATION SYSTEM SHALL BE INSTALLED TO MAINTAIN THE LANDSCAPE AREA IN A HEALTHY MANNER (100% COVERAGE), 2, All. MM IANICAI FQUIPMFN T 511A1 I AF S(:RFFNFN FROM VIFW 3. EXISTING OFFSITE TREES AND HEDGES TO REMAIN UNDISTURBED, 4. WHEEL STOPS SHALL BE PROVIDED AT ALL PARKING SPACES, 5, PROVIDE BACKFLOW PREVENTION DEVICES FOR THE POTABLE WATER AND IRRIGATION SYSTEM. 6. PARKING SPACES PROVIDED = 12 spaces MATERIALS LIST TRIM 1/3 OF BRANCHES DURING INSTALLATION WHILE MAINTAINING THE OVERALL CHARACTER OF THE TREE CONTAINER PLANTS MUST BE SCARIFIED A MINIMUM OF THREE TIMES PLANT TO BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT BORE IN THE CONTAINER TREE TO BE STAKED AS NECESSARY 3" CYPRESS MULCH LAYER 6i -12" TREE SAUCER PLANTING HOLE TO HAVE VERTICAL SIDES PLANTING MIX EXISTING 3U5GRADE PLANTING MIX TO BE COMPACTED TO PREVENT SETTLEMENT L,4IRC:;E TREE PLANTING DETAIL NTS 11 ' 0 ,1 CONTAINER PLANTS MUST BE SCARIFIED A MINIMUM OF THREE TIMES PLANT TO BEAR THE SAME RELATIONSHIP TO FINISHED GRADE AS IT SORE IN THE CONTAINER PLANTING HOLE TO HAVE VERTICAL SIDES 3" CYPRESS MULCH LAYER PLANTING MIX EXISTWG SUBGRADE = rn a J � CV LJ / I QO S. 89'38' 24 "E • 1 1= O / / 56, 59 , CL / / / / // // o • mow — 6'ht,CHAIN LINK FENCE 50 Mulberry AROUND POND Ci ter Q' 100, / f lb / / Y `V J x N 20' 24' 20' X 24" Oak A I AW C.o' 4 SEED V -- "_WHEEL STOPS a ' x / / /, / �, (TYPICAL) I x RETENTION POND TOB = 107,50 x SOT,= 104.00 Zo Lo / / D 20' I SOD OUTFACE STRUCTURE o co E3 SEED I 36" MULBERRY 24' 0 OFFICEZRETAIL o f - b BUILDING 20' S / - 0 7,800 sq.ft. L W & j � F.F. = 108.50 4 U�LE u ) DETECTOR / SS low )< 16 " Twin Oak o �CHE�CK VALVE ASS'Y Cw // � � \ t2 "Oak . \ 7 0 ' 0 3K I - - - _LJ - -- _ - - - -- - - -- = =- = - — Ltix =: if - tea= 9 �� DC \ - -- — ( - X 14 "Oak \ — Z SEED W A.. O.P. \ \ � 6 CURB w SEED I I / < P.P. ^y (1 �"U�,`�_i 36 "Ook 8" Oak Sgflal N.tT y'S V'VU "W\ 7 o i�{) _ �oxO Sign �O� �o'� � 2 83 'p", 0 Y— / 6 s� Existing \ 0 1 / Asphalt \\ N \ - -- — — — — — — — — — — — — — — — — FIELD LOCATE DUMPSTER PAD SRRUS PLANTING DEVIL NTS 1 0 QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SPECIFICATIONS 7,800 sq.ft, = 24,20% ASPHALT /CONCRETE = 13,785 2 = 42,76% QUERCUS LAURFOLIA LAURAL OAK 2" DBH, 5'- 6'Sprd,, 8' -10' OAH, 30 Gal 2 OPEN /GREEN SPACE = ACER RUBRUM V. TRILOBUM SOUTHERN RED MAPLE 2" DBH, 5'- 6'Sprd., 6' -8' OAH, 30 Gal 4 = 32,234 sq.ft. LAGERSTROEMMIA INDICA CRAPE MYRTLE 4 -6 Stems, Multi Trunk, 5' -6' Sprd,, 8' -10' OAH, 30 Gal (Red) 4 LEYLAND CYPRESS 2" DBH, 4'- 5'Sprd,, 6' -8' OAH, 30 Gal 75 VIBURNUM SUSPENSUM SANDANKWA VIBURNUM 3 Gal, 24" OAH, x 24" Sprd,, ® 3' O.C. — SOD PASPALUM NOTATUM BAHIA SOD DENSE, HEALTHY – 95% WEED FREE — SEED PASPALUM NOTATUM BAHIA SEED F.D.O.T. MIX W /STRAW ALL PLANT MATERIAL SHALL BE FLORIDA GRADE NO. 1, SCALE: 1" - 20' LAND USE SUMMARY 1111 1'10)['1 - 14Y I) C 2 SITE COVERAGE: EXISTING CONDITIONS: VACANT LOT W /TREES IMPERVIOUS = 4,541 S.F. GREEN SPACE = 27,693 S.F. SITE AREA = 32,234 S.F. (0.74 ac) PROPOSED: PROPOSED SPACES SHOWN = BUILDING = 7,800 sq.ft, = 24,20% ASPHALT /CONCRETE = 13,785 sq.ft. = 42,76% RETENTION POND = 3,900 sq.ft, = 12.10% OPEN /GREEN SPACE = 6,749 sq.ft, = 20.947o TOTAL PROJECT AREA = 32,234 sq.ft. = 100% (0.74 acres) PARKING: PROPOSED SPACES SHOWN = 24 spaces HANDICAPPED SPACES SHOWN = 2 spaces PARKING SPACES PROVIDED (ON SITE) = 26 spaces PARKING SPACES REQUIRED = 39 spaces PARKING SPACES (OFF SITE) = 13 spaces (PER CROSS– EASEMENT AGREEMENT) TOTAL PARKING SPACES PROVIDED = 39 spaces �-- X — 2X z w Z_ p m STANDARD HOOK ip W 7 N � �O �U VERT. REINF. IN GROUTED CELL CLEANOUT REQ'D FOR GROUT LIFT STANDARD HOOK >5 FT. UNLESS EMBEDMENT FOOTING DWL. IS FOOTING — PER 203.3.3 L NOT REQ'D. -------- — —_ i ------ REINFORCING z� 0 M U ONE STORY MASONRY WALL N.T.S PRE ENGINEERED TRUSSES BOND BEAM 2 "x4" WALL STUDS w 0 16" O.C. 0 0 w U_ S I- J 8" 0 z 0 4" -3000 PSI CONCRETE 12" 2 #5 CONT. 3" MIN. COVER SECTION 'B -B' N. T. S. 2' x 2' X 2' thk. CONCRETE FOOTE AT EACH COLUMN 19' -6" 20' - ad 14n'-n" 20' -0" 20'— 0" 14' -6" 5' -6" 24' - 8" 40 6 0-0 1 1 # 00 IINDOW ALUMINUM ROOFING OVER 1/2" CDX PLYWOOD VINYL GUTTER AND FASCIA IX FASCIA 2X SUB FASCIA VENTED VINYL SOFFIT HETA40 [24" IMPSON HETA40 8"x16" TIE BEAM 8 "0 6' -0" W/2 - #5 BARS CONT. 1 - #5 BAR CONTINUOUS IN BOND BEAM 0 12"x12" CONCRETE 8" CONCRETE 1 COLUMN BLOCK WALL O W /STUCCO 4" -3000 PSI CONCRETE #5 CONTINUOUS PAINTED tOx10x6 WWF OVER ® 6' O, C. z BLOCK 6 MIL VAPOR BARRIER #5 DOWEL SOIL TREATED FOR STD 0'HOOK N to J TERMITE PROTECTION / PAVEMENT # BAR 4' -0" O.C. N • 1 - #5 BAR AT • 20 4' -0" O.C. VERTICAL 2'x2'x2'thk ( #5 LAP SPLICE AT CORNERS) CONCRETE FOOTER 2 - #5 BAR CONTINUOUS 2 - # BARS E.W. TOP & BOT. 1 - #5 BAR AT 24" O.C. 12 5 SIMPSON HETA40 8" CONCRETE BLOCK WALL W /STUCCO #5 BAR FIELD BENT 90' INTO FLOOR SLAB AT 2' -0" O.C. VERTICAL REINFORCEMENT #5 LAP SPLICE — AT CORNERS 8" CMU BLOCK WALL FILLED W /3000 PSI CONCRETE 2 -y5 BAR CONTINUOUS —� 1 -#5 BAR AT 16 O.C. TYPICAL SECTION 'A -A' N. T. S. FOOTINGS TO BEAR ON UNDISTURBED SOIL DEVOID OF ORGANIC MATERIAL. STEM WALL SHALL BE FULLY GROUTED NTH 3,000 PSI GROUT. VINYL GUTTER AND FASCIA 1 X FASCIA 2X SUB FASCIA VENTED VINYL SOFFIT — 1 - #5 BAR CONTINUOUS IN BOND BEAM 5' -0" SIDEWALK 42" ht. — ALUMINUM HANDRAIL `t -I5 BAR AT 4' -0" O.C.VERTICAL POND 4 N • • 24' 3000 PSI CONCRETE FOOTER 0 I 0 #7 BARS 0 24" O.C. THRU SIDEWALK W/12 "HOOK EACH END 3 -J5 BAR CONTINUOUS 1 -,#5 BAR AT 16" D.C. FOUNDATION & FLOOR PLAN SCALE 1/8 " =1'0" NOTES: 1. 1 - #5 BAR IN FULLY GROUTED CELL AT ALL CORNERS, EACH SIDE OF OPENINGS AND AT MAX, 6' -0" O.C. 2. ALL WALLS LESS OPENINGS SHALL BE CONSIDERED SHEARWALLS, 611 1 1 + *... CERTIFICATION: - I CERTIFY THAT THESE PLA MEET THE MINIMUM REQUIREK$F_NTS FOR WIND LOADS SECTION 1606, OF 110 MPH. FLORIDA BfJIL D CODE, � 200 EDITION, FV�� �BASIC WIND SPEED ����d ;.r. :I . Q N ' :C: 2 "x4" WALL STUDS w 0 16" O.C. 0 0 w U_ S I- J 8" 0 z 0 4" -3000 PSI CONCRETE 12" 2 #5 CONT. 3" MIN. COVER SECTION 'B -B' N. T. S. 2' x 2' X 2' thk. CONCRETE FOOTE AT EACH COLUMN 19' -6" 20' - ad 14n'-n" 20' -0" 20'— 0" 14' -6" 5' -6" 24' - 8" 40 6 0-0 1 1 # 00 IINDOW ALUMINUM ROOFING OVER 1/2" CDX PLYWOOD VINYL GUTTER AND FASCIA IX FASCIA 2X SUB FASCIA VENTED VINYL SOFFIT HETA40 [24" IMPSON HETA40 8"x16" TIE BEAM 8 "0 6' -0" W/2 - #5 BARS CONT. 1 - #5 BAR CONTINUOUS IN BOND BEAM 0 12"x12" CONCRETE 8" CONCRETE 1 COLUMN BLOCK WALL O W /STUCCO 4" -3000 PSI CONCRETE #5 CONTINUOUS PAINTED tOx10x6 WWF OVER ® 6' O, C. z BLOCK 6 MIL VAPOR BARRIER #5 DOWEL SOIL TREATED FOR STD 0'HOOK N to J TERMITE PROTECTION / PAVEMENT # BAR 4' -0" O.C. N • 1 - #5 BAR AT • 20 4' -0" O.C. VERTICAL 2'x2'x2'thk ( #5 LAP SPLICE AT CORNERS) CONCRETE FOOTER 2 - #5 BAR CONTINUOUS 2 - # BARS E.W. TOP & BOT. 1 - #5 BAR AT 24" O.C. 12 5 SIMPSON HETA40 8" CONCRETE BLOCK WALL W /STUCCO #5 BAR FIELD BENT 90' INTO FLOOR SLAB AT 2' -0" O.C. VERTICAL REINFORCEMENT #5 LAP SPLICE — AT CORNERS 8" CMU BLOCK WALL FILLED W /3000 PSI CONCRETE 2 -y5 BAR CONTINUOUS —� 1 -#5 BAR AT 16 O.C. TYPICAL SECTION 'A -A' N. T. S. FOOTINGS TO BEAR ON UNDISTURBED SOIL DEVOID OF ORGANIC MATERIAL. STEM WALL SHALL BE FULLY GROUTED NTH 3,000 PSI GROUT. VINYL GUTTER AND FASCIA 1 X FASCIA 2X SUB FASCIA VENTED VINYL SOFFIT — 1 - #5 BAR CONTINUOUS IN BOND BEAM 5' -0" SIDEWALK 42" ht. — ALUMINUM HANDRAIL `t -I5 BAR AT 4' -0" O.C.VERTICAL POND 4 N • • 24' 3000 PSI CONCRETE FOOTER 0 I 0 #7 BARS 0 24" O.C. THRU SIDEWALK W/12 "HOOK EACH END 3 -J5 BAR CONTINUOUS 1 -,#5 BAR AT 16" D.C. FOUNDATION & FLOOR PLAN SCALE 1/8 " =1'0" NOTES: 1. 1 - #5 BAR IN FULLY GROUTED CELL AT ALL CORNERS, EACH SIDE OF OPENINGS AND AT MAX, 6' -0" O.C. 2. ALL WALLS LESS OPENINGS SHALL BE CONSIDERED SHEARWALLS, 611 1 1 + *... P RE ENGINEERED TRUSSES 12 5 F CERTIFICATION: I CERTIFY THAT THESE PLA MEET THE MINIMUM REQUIREK$F_NTS FOR WIND LOADS SECTION 1606, OF 110 MPH. FLORIDA BfJIL D CODE, � 200 EDITION, FV�� �BASIC WIND SPEED ����d P RE ENGINEERED TRUSSES 12 5 F a k 2 r nn f:0 146 ) WEST ELEVATION SCALE: 1/4" = V -0" BUILDING PLANS SUN STATE ALUMINUM Zephyrhills, Pasco County, Florida PREPARED FOFt SUN STATE ALUMINUM, INC. 37528 S.R. 54 West Zephryhills, FI 33541 (813) 788 -7308 CERTIFICATION: I CERTIFY THAT THESE PLANS MEET THE MINIMUM REQUIREMENTS FOR WIND LOAC SECTION 1606, FLORIDA / BUILD �G CODE, 2001 C EDITION, FOR A. AS C WIND SPEED OF 110 MPH, f ��!� �- -�• `�/►�'��'°' _ ! �����_. NO. REVISIONS 7 DATE 5 -6 -200 W.F.C. ENGINEERING, INC. ENGINEERING LAND PLANNING & REZONING SURVEYING Phone: (813) 908 -3396 Fax: (813) 908 -3396 Phone: (813) 264.7650 Email: ARDISIAgMSN.COM 14918 Knotty Pine Place, Tampa, Florida 33625 SHEET NO. 2 OF 2 WILLIAM F. CARTER, P.E. NO. 41862