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FLS99-09-23 FLS 99-09-23 AM SOUTH BANK 400 LAURA STREET . /2" ~ 01 3"~~ ~PiNE X-X4' ~ ~ X-X4 : ~ j~~XPfLM ~rJf!l YXP-\L~~}q ~ ~ ~ ~~~,,~ ~ ~~ ~ ~~M~ ~~ ~ ~ ~ 'i~i~~~ ~ ~ ~ ~ ~Xt ~~ ~ ~ ~ ~ EX. \NALK ~ ~ N. F~ORT . ., SON AVE. ~ ') ~;; ~:~ ",,,,,,,,,,,,,~y I ~ ~ ~ 0 ~ ~ ~~ 16' / v' ~~~~~ ~~ ~N'ALM ~t.\PALv1 ~ PINE' h'\ ~~ \0 ~ ~ b 1{5'~R: @ g' 63' b EX, VVALK 6' EX. Wf\U< ~ "" "" "" "" ~ ~ "" "" "" "- ~ ~ "- "- "- 7 SP. @ g' = 63' ':.;t N u: ~ -1-1-1 ~ ~ V - - - - - - - - - - - - @ - - - - - - - - . - ~ - r-- ~ - IJ - - = ~ ~.. @ fl~J if) w U ~ "'" Iiiii '" a.. - if) - 01 - ~ - - - - - - - - - - :?"": 7" '---' i ~ Pp,LM - - 24' ...1- 19' ~ 19' 24' . - I - - @ ~ <61 ~ if - - - - = - - - - - - @ - - - - - - - - - - - - - - - ~, "<Illiiii - - - - - - - - - - - - - zs: 9" S2 PALM - - - 19' ~ 19' - - - mi i\ 'klI -/ /r'/ C:-7/ /,- (' / // / ~ 1/ //1-- (/// ,..-" i/ / /;=9 V / / / h PiNE v/'~/ / ~ V /\C)J / t::: (/ ; / / / / / EI ~EXISTING CANOPY (' // // / / uV TO BE REMOVED (//////E6"~" , / / t::::- ,J V / / / / ~ Pl~~~- V / // / r: i// / /+= (" / / ,/ / ~ I( / // ..L- //// /f: (/ / / / - r// // // =~" / / -0 V / / / / / :s PiNE y//////~ (1/ / / / a::=: / / ,..- (/// .,- I / / / / ~ (// / /// += V//////~'" V / Pt-'I , / / / / / s:- PAU,1 v / / / ::L- (1// /~~/-~/ /- I~ ~ LL ~ ~ LL \I- ~ ~ ? ~ ~ '" " '" '" ~ ~ '" '" '\. 3' ~ ~ r--. ~ ~ 01 @ if) u ~ a.. if) 19' 24' . I '" '" ~ ~ ~ ~ '" ........ o o CI.J -q -q M CI.J o ........ I /'-/-- -" :=:! / /////'/) , / / ---'- / / ) =+ / / / / '/1 :::; ///// //1 @4=+/////1 =t/ / / "" -';. / / / /!/ /1 ~ -t'/ //..1 ~"" 3//// V) ::::::;;r / / /1/ i ....-/ --c / / /. ~ '" EXISTING CANOPY------ =t / / / OOV I :\ TO BE REMOVED =+ / / / )2l,/1 ~ ~/~~ "" H /i ~ "" ,......,. / '. / '(;1\1 ' "" ~ 1~.~,.>'1 I."" ;:=! / / '7 ~ ) ~"- EXISTING DRIVE- THRU ~ / / / /~ I ~ TO BE REMOVED\ ~ /~,/ /~ ~ " i--" / / /,;1- , ~ P / / / / /1 "- r.-r-7 T 7" -7 -7-/- r T 7 7-/-/1 P / / ..1 "" ( / / / / / / / / / / / / ~ 65/,5"/ / / I ~"" v / / / / / / / / / / / / / / ~ ~ PAt:M/ / / / / / / / / / / / . li---l / / ) (/ / / / / / / / / / / // // 18 // / // / i 1'\.' / / / / / / / / / / / f..--.j, / ' / /1 ~' V / / / / / / / / / / / / /1:-r- / / / I "" 1// / / / / / / / / / / / Jf=:+ / / / /1 "" ~ / / / / / / / / / / / / /1 "'"I / / / J "" lL _-L _J _/_ L L ..L ~ _J _~_ L L -L~ -...JH . /. / / / 1 "" '-/ //) "" ~-'~.~ J ~ IJ ~'I ~ ~ "- '" '" '" ~ V 13 SPACES @ 9' - 117' ~720" V~ ~RCH 0 ~ 11 " ~OAK ':.;t N 19' 24' 12' ~ " o ('f) c.... ro L /! EX, W,A.LK.:/ .~ c.... l.J... CJ'l 3: U .c ...... :::l o en E ro ,/" ('f) LD m m ,/" m m m ..-. ,/" en ...... u OJ N. OSCEOLA AVE. PLANT LEGEND 1~ SYMBOL COMMON NAME (:) LJVE OAK CREPE MYRTLE ...... 11 DESCRIPTION 8&8, 4" CAL., 12'-14' HT, 8&B, 2" CAL., 8' -10' HT. @ ~ ~ ~ '" '" '" "" ~ ~ '" ~ '\ ~ ~ ~ ~ K ~ '\ '" ~ '" ~ ~ ~ ._,- @ ~ LAt/li'tt Lfoo ~Sf SITE PLA.N APPROVED CASE I....B ~ 1".~ . (7 CASE lYPE ~ L ~ ORe DATE l' 1,,,. '\'1 -= COB DATE ~ SIGNATURE -Sl"\r _m~_ DATE i. \,,\.,\ . ITE --~~-;- o [ ,,~~...u,D~~.'~'..'~..']II.l.! JUl 1 j 2001 i ! i ~ -' 1._t:J PlANNCING,orv &QFDEVElOPMENT SVCS I J CLEARWATER ~ ~ MAGNOLJA 8&8, 2" CAL" 8'-10' HT. VIBURNUM 3 GAL., 24" HT. x 24" SPRD" 36" O,C. INDIA HAWTHORN 3 GAL., 24" HT. x 24" SPRD,. 36" O.C. ~ I I OLEANDER 3 GAL., 24" HT. x 24" SPRD,. 36" O,C. VARIEGATED JASMINE 1 GAL., 8" HT. x 12" SPRD., 24" O.C. FOUNTAIN GRASS PENNISETUM 1 GAL., 24" HT. x 24" SPRD" 36" O.C. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE # 1 OR BETTER PROVIDE 100% IRRIGATION OF LANDSCAPE AREA. SEE SHEET L 1.1 FOR LANDSCAPE NOTES & DETAILS 1Q' ~. - -- 16 SPACES @ g' = 144' ':.;t N 17 SPACES @ g' = 153' ~ CI) ~ - - 'to to (fffiil @ ~ n ~IIII~~ ~ ~ ~ ~ ~~ ~ S"10"4" ~ PODOCARPUS ~ ~ ~ ~ 0- ~ r\ - :s \1:: ~ ----- X-XS" YX PALM X-XS" YXpALM ':.;t N ~ 01 Ii) (j) @ if) W U ~ a.. (/) r-- ~ ~:\ 30' 22' - I \~ Q ~~ ~ 01 ~ ~ ---1 <( ~ ~ ~J~ / ~ . N I \0 ~ NEW DRIVE - THRU BANK FACILITY x w ~ EX. W.ALK SCALE. 1..20' 20 o 10 20 40 ,~ o c.... 0.. ,/" en CJ'l c .~ 3: ro c.... CJ ,/" 0..: D~ z ~~ 52 00 .. CO" . . . ~~ .. "tZ ~ "t- O -~ ....A. A- M'" '" ....0 Z -Z . .. - ... tJl ~ )(~ I- ..@ .... . ~X ~" ... COW en' . MI- .'" I- MW Z "tZ III "lilt.. ~ ... -- r--~ Z ~~ 0 - . ~ W - ~ > Z CO W 0 . ~ M . . 11\ ~ " 0.... .. Z ..= - O~ Z Z ~O . ~- CD ... ...~ A. xO a ~~ Z W .. ~~ .. XW ... I-~ . ::)~ ... ~~ - "t. > o~ - \I M" I NES Comm.: 9953 I I Drawn By: B.J.V. I I Checked By: H.G. I /Issue Date: 01/16/01 Revisions: No. 6 6 6 6 I~ 6 D. D. 6 / / ~ DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS z :3 D.. W I- - en w a.. <( (.) en c z :3 c z <( <-' Z - ~ Q': <C D.. ~ Z <:C CO :c I- ::) o CI) :!1 <C 11-11$ DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN 11-1E PROPERlY OF 11-1E ENGINEER, AND SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANY WAY WI11-10UT 11-1E CONSENT OF 11-1E ENGINEER. @COPYRIGHT 2000 NOT PUBLISHED L1.1 COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL PAVING BASE COURSE AGGREGATE NOTE. PROVIDE EXPANSION JOINT Cl 10'-0' O.C, (MAX) TRENCH CURB SCALE IY2 I = 1'-0' O~ l~) I NORTH FORT HARRISON AVENUE EXISTING 6' WIOE CONCRETE SIDEWALK ~f;.tISrlI,.H,~ t>!t\y!-1'~ PATCH AND REPAIR AS NECESSARY../ '$; ~-Mo'\I~t) 200.00' Cxl ,..: N ~ q. N en <<Xi Lt1 ~ N ~ _(!p.n.)} 31va ~ ~p 3~nlVNf)IS ::::- 31va sa:> (1~'1'2,'j; 31va :>}fa ~~~ fl 3d~ ~~ 03^OH \f1d 31lS r- w w a: r- en <( a: ::> <( -I u(., (c) I r- w w a: r- en o z <( --I W > W --I () NORTH PAFlKING LOT RENOVATION SITE PLAN SCALE I" = 50' .OJ ~~ "f --.' 1'" ( ), ,~ , ,11 144' ~ SPACES AT 9'EA 33,80' . ..-.., ~ 122.05' L ~..---.......---..---.. ..... PERVIOUS LANDSCAPE AREA TYPICAL 6'CONT~UOUS CONCRETE TRENCH CURB AT PE~METER OF ALL ASPHALT AREAS U G L~ ') \ TYPICAL STALL 9')( 19' uc. (to) I I I I ~J 0, I . ~ ~ 4( '! N I/) !!l ~ ~ 4( ;7i 0- I/) ", ", 4( w 0, ~ < ~I/) =w u < Q... III !!] ~ 0, ~ . < ;;::1/) -w u < Q... III 22 OVERLAY EXISTING ASPHALT WITH I' PC3 (VERIFY WITH OWNER) PATCH EXISTING AS REQUIRED WITH 6' BASE AND 1Y2' ASPHAL T 19' 19' 19' 4' 24' 19' .I~ I c: en < w 0., ~ . < lXllll Qw U < Q... III rl! 153' 17 SPACES AT 9'EA c:: PERVIOUS LANDSCAPE AREA TYPICAL 24' 2' ~ . N N ~ f.,)(\ S.1'I,...l(A 9j2.IY~ 1'/1 e., t.. (\ OP , (I (.:.1> -r~ . . IC;~, 1''i't'\(A\v ~~~~~RAYT ~~ EN~CE EXISTING 6' WIDE CONCRETE SIDEWALK PATCH AND REPA~ AS NECESSARY N t-vJ DRIVE" THRU BANK \ FACILITY (. 9f:t-- ^-p~\~"wJst, ;SHf..f,1~) OSCEOLA STREET NOTE: RELOCA TE EXISTING PARKING LOT UGH, JG POLE. TO NEAREST PLANTER AREA PROJECT DATA SITE AREA EXISTING CARS PARKED EXISTING IMPERVIOUS AREA EXISTING PERVIOUS AREA NEW IMPERVIOUS AREA NEW PERVIOUS AREA NEW CARS PARKED NE.W ~ INTERIOR LANDSCAPING NEW PARKING LOT INCREASES 94,720 217 SO FT CARS SO FT SO FT 100 % 84.9 % 15.1 % 82.4 ;.: 17.6 I. 80,420 14,300 78,050 sa FT 16,678 SO FT 223 CARS ',,\ 4-b ?:> S G" f \' EXIS TING GREENSP ACE 7.5 % o NORTH EXISTING PARKING LOT WITH COMMITMENT TO STRIPE 6 HC PARK~G SPACES PER CODE o 1.0 t: ~ " ~..'.~ C:' QJ,:, .....-;:,{., tlJ," S.!, .::::>., -;.:. r~ NORTH KEY PLAN NOT TO 1"\ ~ Revisions f~v.N Pf,P, (, t Date By uqc I . V ~ ..-I (/'J tJ QJ ..... :a V J-4 < .~ fU a o ~ "t:S d ~ ~ QJ OJ V ...., 5 ~ Jf< .r ~ JS S \0 0 N ~ ~ ~o ~ ~ ~~J;@ ] .~ .~ ~ ~.u t ... Q (f) -... ~ ] o >. cd ~'rE ~ .... cd ~ 00 -< o ~ 'J:: E ]~~~~i ~ ~ aU U ] ,..., eo ~ iJ ~ ~~~~ ~ rl ...J ~ 'rE & L() . (!l ~~ ,=-,-~~~:r-"",~;~ ,,____~":l"'-~., ._' .". I I I z I :5 I D-. Z I 0 - r- I <( > 0 I z w a:: h I- 0 --1 C) Z - ~ a: <( 0_ w ::> z ~~ 0<( ....J:5 (!JO z W<( - 00 ~Cf)- ocr: OCr-o <( <(--1 0... ~ LL~ ..,... W a: ..L- w w L-a:~ r- .- <( :::> en s: o <( a.: (/) a: <( ~::>w ~<(-I <( ....J 0 Drawn SJS I MAJ Check MAJ Date JUNE 22, 1998 Scale AS NOTED Job No AMSOUTH PL Sheet: SD1 Of: ,.. LANDSCAPE WORK NOTES /t 1. The extent of the landscape work is shlown on the Drawings or ollOwonced and as specified herein, 2, Guarantee landscape work through a 1 year maintenance period,ond until finol acceptance, 3. Rem~lVe and Replace trees, shrubs, or other plants found to be dead or in unhealthy condl\ion durinq guorantee period, Make replacements during Qrowth ~eason fO'lowln~ end 01 guarantee period, Furnish and plant replacements which comply with re uirement~ shown and specified, A1so~ replace trees and shrubs which ore in doub ful condition at end of guarantee period, 4, Topsqil sholl be stockp'iled during site clearing for re-use in landscQpe work, If quantity of stockp'ile~ topsoil is insufficient, provide odditional topSOil as requirea to complete landscape work, 5, Supply complete fertilizer qf neutrol character, with s9me elements geriv~d from organiC sources and containing not less than 61. available phosphoric aCid, 61. toral nitrogen and 61. soluble potash, 6, Prpvide plant materials true to nome and vortety established by the American JOint Committee an Horticultural Namencloture "Standordized Plont Names", · Second Edition, 1942, 7, Provide trees, shrubs, and 9ther plonts conforming to the standards for "Florida NUMber OQe"or better os given in "Grades Q.nd Sfondords for Nursery Plants", Port I current edition and Part II, State of Florida Deportment of Agriculture 8, Prcwide trees of height and caliper listed or shown ond with branching confiQuration recommended by the Florida State Plant Boord Grades and Standards Monu/ll. g, Prcvi~e strongly rooted sod not less than 2 years old and free of weeds and undeSirable nallye grosses. Provide only sod capable of growth and development when planted (Viable, nat dormant! and In strips not more than 18" wide X ~'Iong, 10. Lo~sen subgrade of sod areas to a a minimum depth of 4". Remove stones over 1-1/2" in any dimension and sticks, roots( rubbish and other extraneous matter. Limit preparation to areas which Will be f;> 9nted promptly Qfter preparation. Spread fertilizer specified herein at a minimum rQ.te af 25 pounds per 1000 sp,ft, and thoroughly work into the top 4 inches of SOIl. 1" Allow for sod thickness in areas to be sodded, 12. Moisten Prepared Sod Iveas before planting if soil is dry, Water thoroughly and alll)w. ~urfoce moisture to dry before planting lawns. Do not create a muddy soil condition, 1.3, Preparation of Planting ~eds; Loosen sl:lbgrod~ of plantinQ bed oreas to a minimym depth of 6" using a cullimulcher or similar equipment. Remove stones over 1-1/2' in any dimension, and sticks, stones, rubbish and other extraneous matter. '4, Spreod Plqnting Soil Mixture to the minimum depth required to meet lines, grades and el~vatlons, ~hown, after Iigh trolling an~ natural set tlement. Place approximately 112 of total amount of pl,antlng soil reqUired, Work into top of loos~ned sllograoe to create a tranSition loyer, then place remoinder of the plontlng sod, 15, Set boiled Qnd burlopp~d (8&8) stock Qn layer of compocted plonting soil mix\ure, plumb and In center of pit or trench With top Of boll Qt some elevation as adjacent fir,ished londscape grades, When set, place ~dditionol backfill around pase and Sides of boll, ana wbrk each layer to settle al;kfill and eliminate VOids and air pockets, Wh~n excavation is opproximotel~ I.Hull, water thoroughly before plo~;ng remalnd~r of backfill. Repeat wotefinQ until no more is a9sorbed, Woter aQalr after plaCing finolloyer of bock fill, Remove burlap from Sides of bolls; retain on bottoms, 16, Set container grown stock os specified for boiled and burlapped stock, except cut cans an 2 sides !ith a approved con cutter: remove bottoms of wooden boxes after partial backfilling Sa as not to damoge root bolls, 17, Dish ~op of backfill to allow for mulching, For spring plonting, provide additional bock fill berm around edge of excavations to farm shallow saucer to collect water. 18, M'Jlch pits, trenches and plonted creas. Prpvide not less tron 1 in~h thickness af mulch and work into top of bockfillond finish level with adjacent finish grades, 19, Lay sod within 24 hours from time of s\ripp.ing, Do not plant dprmont sod, Loy sod tll form 0 SOlid moss with tightly fitted JOints, Butt ends ond Sides of sod strips: dJ not averlcp, Stagger strips to offset JOints in adjacent ~ourses, Work from b90rds to ovoid domOQ.e to sv.QQ.rode or sod, Tamp or roll lightly to ensure contact With subgrade. Work sift~d SOlllrite) minor crocks between pi~ces of sod: remove excess to avoid smothering of adjacent grass. 20, Vloter sod thoroughly with 0 fine spray immediately ofter planting, Ur~DERGROUND IRRIGATION SYSTEM 1. Provide 0 fully automatic underQ,raund IrriQo\ Jystem to pr<. 100X coverage of 011 I')rydscape areaS, System sholl ufilize low-frow IYP~ heads onQ S~,olI hOve 0 shallow well with ralM sensor. 2. ~ubject to compliance with requirements, manu(oyturers offerinQ products which may be Incorpor9ted in the work -include, but ore not limited to, the farrowing: Muellermlst IniQation Co, Rain Bird Sp.rinlder ~fg, CQrp, The TORO CO"lrrigQ.tlon Div. Weather. Motic Oiv.lT elsco Indus tries, 3. All expased materials shall be block (either integral or pointed), 4. All pipe to be pve Plastic Pipe, mS11 ASTM 0 1785, Schedule 40, 5, Pipe fittin(ls shall comply with following: For pve Plastic Pipe, JlNSI/ASTM 0 Z466 sacket fittings with ASTM 0 2564 solvent cement. 6, Provide manufa~t\,lrer's stQndord valves, of type and size required, al)d as follows: hitomotic Cirqut Valves: Globe valves opera1ed by low-power solenOid, normally closed, manual flow ad justment. hi.tomotic Droin Valves: Designed to open for drainoge when line pressure drops below 3 PSI, 7, Provide manufacturer's standard bock flow preventer, to suit sprinkler system, 8, Sprinkler Heads sholl be manufacturer's standard unit desiQned to provide uniform coverage aver entire area of spray shown on Drowlngs of ovailoble water pressure, os 111 follows: PoP-Up'. Spray, (PUSp): Fixed pattern, with screw-type flaw adjustment and stainless steel III' retraction spring. Pop-Up Rotory Tmpact (PURlmp) Impact drive, full circle and port circle os indicoted, g, Valve Boxes shall be precast concrete or PVC, 10, Furnish low voltage system manufactured expressly for control af "automatic circuit valves of under9round sprinkler systems, 11, Pravide manufacturer's standard weatherproof exterior controlllenclosure with locking cover, complYing with NFPA 70 (NationalllElectric Code), 12, Provide a transformer to convert building service voltage to control voltage of 24 volts, '3, Circuit Control: Each circuit sholl be variable from opproximotely -5 to 60 minutes, Include switch for manual or outomotic -"operotian of each circuit. 14, Provide an adjustable \iminQ device, 24'hour ond 7 or 24 day clocks ta operate Qny time of day ond skip any ~oy In a 7 or 14 IIdoy period, Allow for manual or semi-automatic operation Without disturbing preset automotlC operation, 15, Provide 12" minimum cover over top of PVC Piping, . 16, Notify Ivchitect/~ngineer in writing when testing will be conducted. Conduct tests in presence of Architect/Engineer, 17, After CO,mpletion of grading, seeding or so~ding, and rolling ~f grass areasl ~arefully aqjust lown spqn~ler h,eods as necessqry 10 prOVide proper operation and to nOI Interfere With landscaping maintenance operations, NORTH FORT HARRISON AVENUE ~_..~ ~.f~~ k;j · ~~ I' I T~' I 11111.1 I 16, ~ r. v"Ut~ WI'" 112-1 0 ~ />U.AI tJS-( f Af2.t::-\,w& - '''''(f. .... W ~ I11111 Ili~~~)~ ~ ~ "l <( A (0: a: ~I I) III u~~;~~ r /11\1<, MM I~ ~)- T - ~ 11-~-~Or.J HO).1'ID~ (oi ~ (0 I\-' ~ H t{:1) ~(O: I c:::==1 I (0 I . "~t't-t 41.1p..IOP~ <i (0 l' i N>N,I$<f f~"I'tN!d-1'1". _ (I : L_le~~.2J_.._.._.._.._.._..~.._.._.._.1 - ~ - - - .~ ~- ""Ill ;- - ~ ~ ~~ - ~ ~ ~ ~ - c :iI!~~ ,I ~ .~ ,.~.~ t!l.o I'-" PLANT LEGEND ~ \(J'Y ----- .. fMB ' , , , ..... om ~ovlh PO"" 1"9 1~1 dg' SHADE TREE LIVE OAK WITH MIN 8' OVERALL HEIGHT IMMEDIATEL Y AFTER F'LANTING WITH 25' AVERAGE MATURE CROWN SPREAD L.\t.wll1'9-Vl"\ ,...~ ~V1 - HEDGE J GALLON, 12' HEIGHT. 12' SPREAD PLANTED AT 3' ON CENTER- VIBURNUM - MEDIUM SHRUB :3 GALLON. 12' HEIGHT. 12' SPREAD PLANTED AT 3'ON CENTER- INDIAN HAWTHORN CZ), . :, I.", ',' ,\ ' , ' , - - - -----1 , -- -- -----I r->'l/'" ~'.~~)!~~.lo:.~.l> "'_w ~ l( ~.*,..)o: ~~~".) ~~". ~>~,'>>:<~~~') ~': : i I . : i I . : i I r~~-~'~-- ~I ] EXIST~ L3ANK l.. _ .._.._., _ .,_" _.. _, .-, ,_.k=-::=,_,._, .-,.-., OSCEOLA STREET NORTH r/ ~~ .- W w a: .- (f) Cl Z ~ W > W ....J o NORTH PARKlr~G LOT RENOVATI(,~ LANDSCAPE PLAl~ SCALE LANDSCAPE AND IRRIGATION NOTES I. SOD ALL LANDSCAPE AREAS INCLUDING R.O.W. AREAS SHOWN ON PLAN 2. PROVIDE PINE BARK MULCH AT ALL LANDSCAPE BEDS 3. PROVIDE AND INS TALL AN AUTOMA TIC IRRIGATION S VS TEM TO INSURE 100% COVERAGE OF ALL LANDSCAPE AREAS INCLUDING R.O.W. SODDING ~. INSTALL A SHALLOW WELL WITH .r~ HP WELL PUMP INCLUDING ALL REOUIRED ELECTRICAL AND PLUMBING WORK LOCATE WELL AND WELL PUMP IN A CONVENIENT LOCATION ON SITE AS APPROVED BY THE ARCHITECT VINES I CALLON. €I' HEIGHT, 10' SPREAD PLANTED AT 2'-0" ON CENTER- MINEMA JA SIMINE GROUND COVER J GALLON, 10' HEIGHT, '" SPREAD PLANTED AT 2'-0'" ON CENTER- L1RIOPE GRASS LAWN GRASS ST AUGUSTINE SOD - TYPICAL ALL SOD AREAS INCLUDING ROW AREAS ~'" -- -..J ,..~, ",.1.,: . : . . , -In 1... .. .. -r - ,~t 1 I" = 501 () o J ~ C~ !,,\; "" rv ~ <'jJ I I ~ ...olIIl ,... Sf Revisions Date & 1.11.1 ffP (".n~ 11,. 'J~ J ~ 1 ./ ! - ..... ~ ,... ~ . ~I .e p:: ~S ~ \0 8 :.e N~ ~ ~ ~ ~r-1~~ ~ < ~ .~ ~ ~ {j i Q~""""td {J .~ ~ ~.~ ~ 'rE' ~ ns 0 P'.:l .~ iJ ='~ 0 ~ =!~~~~l o ~ ~ o-U ~ -g ~ ~ ~~ {j ~ "t:S ~ j ~ .~ I ~I ~~G ~ ~ ~< ~ ...4 ,. '"'lIIl .... ~ ,.. ..... W ~ Z ....~ 0< ...J:) ~o Z w<( - OQ ~(f)- a:: 0 a: <( .... 0 a.. < iI lJj. :r: UJ ffi .... a: ~ ::>~~ o <(a: (f) a: <( ~ :JW <c:5d .... ....olIIl ,.. ""'lII z :3 a.. w D- c:( () Cf) Cl z 5 ... ...olIIl ,.. SJS I MAJ ~ Drawn Check MAJ Date JUNE 22, 1998 Scale AS NOTED .... Job No AMSOUTH PL .... I I I I I~ ,... ""'IIIl Sheet: LS1 Of: .... ~ 1'2\ Q:'41 ~f--- /' " 'Ii'-' c), ' E,l.FS " >" 1'4\ "~ SIM "" i=. I ,\ . PAINTED HOLLOW MET AL DOORI FRAME WI MET AL PANEL TRANSOM- '.. ~~ r 4 "'\ 1/2\1" 5" ~' '51 ~'tV\B @';~E~ :'~'-0~ LEV A T ION -- POWERED ROOF VENT -1 , i , i ~. OVERHEAD DELIVERY SYSTD.A , ~2 - ~ - -- o~~. .~ ~- ===-- ~ :\ k~~@{~~ ~ \ L----JI DRIVE 'Up BN~KING _--------/ ,,- f-------- .~ \ I EOLJIPMEW BY OTHERS I 3 \' '11 ~jJ ~~. I PAINTED GAL VNJIZED '--' MET At DOWNSPOUTS--------------~) , REFER TO DETAIL 7/A-2 rJ~-" CONCr~ETE CURB- REFER TO Cl'JiL ------------ ,j 1 1\ 8 '-..... @)S~~E~ :'~-0~ L E V fl T ION -- /,' -- ,'I ' It , , 12 "\6 COMPOSITION SHiNGLES ON 30. ROOFING FEL T ON PLYWOOD DECKING ON PRE -ENGINEERED WOOD TRUSSES RECESSED SiGNAL FIXTURE TO BE CENTERED ON DRIVE - THRU lANE PAiNTED GALY, METAL GUTTER- REFER TO DET AlL 101 A-2 ~cr--- '" TRUSS BRG ATM SIGNf..,GE BY OTHERS ':: Y EiFS DRIVE THRU CANOPY EXTERIOR SUSPENDED - :;; GyPSUM BOARD CEILING of) 0 UNDER DRIVE THRU C NWPY , i- - OVERHEAD DELIVERY SYSTEM ~18S PAINTED GUTTER AND ~W DOWNSPOUTS cr ~ FiN.iLR. CONCRETE CURB- REFER TO CIVil - -~ ..... " \> r:;:;~' .'L . '" ,.:,~' '. f' F3' l' ~ ~ -/3 , \..A-3~ - - CO~..APOSIT!ON SHINGLES Ot~30t ROOFihG FEl T ON PLYWOOD DECKING ON PRE -ENGINEERED WOOD TRUSSES .. ~~ ~ ~~ PAINTED GAL V, MET Al GUTTER- REFER TO DETAlL :0/A-2 -- --~- ..~ , r--:--- ________----..-tu--~T-RU~-BRG, " ... . . .~~ E iY S I~ ~ ~~--~ If- , '. ~ ~ . , r~\ 5 : ) 11'" fA \A-Zl '~\2 .~ I'- \ '-' ~10:: 1 .. ~RECESSED [,I,F s, II'www... --1- ~ - .-r-<EvEAl U ~ (~r'N FLR r~ '51 A ~V 12 ~~_ COMPOSIT:ON' SHiNGLES ON .30" ROOFii'~G fi\. 6 r- ./'----- ~ r-------FEL T ON PLYI'vOOD DECKiNG ON ~ 1./.= _----:~ PRE-ENGINEEREDI'VOOD TRUSSES ~;.~~ , PAINTED GAL y, ME TAL GUITER- , L =-- _ ~- f--- ~ REFEf-< TO OET AiL 101 A-2 ~~~Ui,~RG, -------~ \l ~- '.,. \..'!) :; TOP OF REVEAL ~tJ-.J.. ' .. J ~~~[fJ= .ffi5~~ ] ~~ E,I,F,S, ~.. M-ASOUTH BN\K LOGO . - "+~' . .~l-~... "...+ .'... -~~1'-c....'.-~..,.. i (:) SIGNAGE --------------l~-~ J . .. .r ' 'L .;- ~ I ..r0..' ," '. '~ f--RE.~ESSED E,lF,S, '.0 f G , \1 REvEAL -' .\tV _. r:B™. OF REVEAL ~2..AJ.~; - - --,--,-' .... ~....:~--=.--~.~~..%= ilJ. . -----~ '+ ;r--. "--- F=" -- ~~ jo......---- E ,I,F ,S, Ii' ' ~ .~.FIN~}-LR~------------ r- ( I -- .'" f5",- F4"- L_SfJLASH f3LOCK 'tV ~ SIM @S~A:E~l:'"l.:.LEVA nON - - [.I,F ,s, FASCiA .h\ ~;I v........... 12 l6 -....... ~ -- TELLEr~ WINDOW BY EQUiP. vENDOR 6fl =- \ - -' ~/3 -~ -- ""c.;. - r-. :\.A-4..J - p~ l/~ rJ,u-wJ rn? ~~ - - r 1 " 1\, '~T;;~ = :s~ -/1'\ , ,.' ~- --'~ PAiNTED GAL v, MET AL GUTTER- REFEf-< TO DET AlL 10/ A-2 - 1 :< PAifHED GALVI'\"lIZED ____-~ ~.AET AL DOWNSPOUTS- i REFER TO DET I\IL 7/ A-2 ~ I' f 3 '1 ~~3J:. '... ~- ' ...--"-. . ! I~' I ) I 1 I 10'-6" V.O.J. VERiFY W / EQUiP. VENDOR .'i. - <E-' NiGHT DEPOSIT BY EQU:PMENT VENDOF~- CONTRACTOR TO COORDiNATE PL~,CD.AENT WI VENDOR rG'~ ~ AT BUILDING BEYOND , I , I , ,r rt Of COUNTERETTE 0~~::'"1,:~EVATION DRAI'IING . __---- r THE OFFICE OF PETITJEAN & KENNEDY ARCHITECTS. INC. 13: \ j02: ',9~Jtjg J:}J':l~ve l )g~l ..'.J! if" :~~j .' fl'f 14 (~TRUSS BRG, ~~v--_.- r- IJ) ~n\o , . f- ~O:: W LL w 10::/L1N, f--LR, ---.-f-V------ CO~POSlT:ON SHINGLES ON 30. ROOFNG FEl T ON PLYWOOD DECKING ON PRE -ENGINEERED WOOD TRUSSES E.I.F.S. ,~~TRUSS BRG. of) 0 .' f- ~cr W u... w a::: ~ FiN, FLR, RECESSED E,I.F.S, REvEAL RECESSED E,I,FS. REVEAL ~ BLDG. BEYOND LI.F.S, BEYOND 2'-0" X 2'-0" E.I.F,S. COLUMN AROUND STEEL COLUMN - TYPICAL CONCRETE ClIRB- REFER TO CIVIL NOTE: DIMENSION OF COUNTERETTE MAY VARY WI UNDERCOUNTER EQUiPMENT ARRANGEMENT 2.100 FIRST AVENUE ~ORT1{ SUlTE 100 mR~INGHA!J. At. 35203 PHONE (205) 252'8222 FAX (205) 252.8899 : JOB: I - DRAWN: @@@@ I r : DATE: i .l.-.. ~-~@-@@ \ CK: I i 4- ,r~ \ -\II, ~vWI ~I /~. '-'----. ~,- , E,I.F.S, E,'.F.S, REvEAL E,IF,S, BAND DETAIL @~::E~~~~1~_0~EVEAL ~. --------- E.i,;:- .S, RE vE At ,-'-_ f------ r- I F S f " c_" , ' -W HI" -~f I \ _2_:---?r~ '/2,).-1 ':/2" -N '. .l",--! :::---.. ~.__ _________[,I,r:,S, @~:L~~l~'~~VEB-~ DETAIL 0.5.---::; ~o G(- o ( SLOPE 6:12 D,S~ , ' < StOPEu 6:12 ' c,<V 0<;) D.S,..--~ wI Q..\ N 01 ~ vii 0 w () o Ci o LWi Q.. ('.J o -::- ..J 10 IJ) c,<V ~<;) ~12.fE _> 6:12 SLOPE, -------'.> 6:12 ~ 1'0 D('" @:~E~~"l,~~AN - ~[p)~ If}1M1~ , I TITLE: I \ I1a\ ~!2. SIM, 8est cop1 ~"ailab'e I - -~AJNTED G.\L'J. "STAl DOWNSoOurS ~r--- (COLOR TO f3E SEL_ECTED BY A1~CHITEC~), ~_.- REFER TO ORA,Wlf'-JGS FOf~ L')Ct.TIONS 11a\0F ALL DOWNSPO'JTS \t9 SIM, (___ CONTiNUOI,)S PMHED GALV, VETAL GUTTER (COLOR TO BE SeLECTED BY ARCHITECTl, REFEf~ '0 DRA\NI~~GS FOf-< LOCATIONS OF ALL DOWNSPOUTS fE--D,S. COMPOSI fiON SHINGI_ES ON 30" f--~ ROOFING FELT ON Pl_ Y'NOOD DECKiNG ON PRE -ENGiNEERED WOOD Tf-<USSES I1a\ \tV - PROJECT NORTH '. ,I' ,t, . ~~ :: ,t. . ~ ,j._.\.#~ 1 . ~I \II. t '1./" ,~1 " ,'. , ONE PIECE GAL v AN1ZED MET AL tfE SlR;1.P. STRAP TO WRAP BEHiND DOWNSPOUT. ALL FASTENERS TO BE CONCEALED. ALL VERTICAL SEM...iS TO BE CONCEAlED AT REAR OF DOWNSPOUT, \ Jl- PMn ED GAL V MET Al J DOW~~SPOUT - P AJN T - COLOR TO BE SELECTED BY ARCHITEC T _ ---ir-- r-- ONE PIECE G,AL v AN1ZED METAL TIE STRAP, STRAP TO WR t"p BEHIND DO'vVNSPOUT. /.LL F AS TENERS TO BE CONCEALED l~ ,...- , ,: , "-~' I , EQUAL ;_ EQUAL;- i I , ' I I <-- , I ~ F- -.....-.+-------. , I r-h r-- -~- ~V 1'4\, , \tV J rt\ ~ 33/ ' '--~ /4 ;;;., ..t PAiNTED GALV, METt"L DOWNSPOUT - PAiNT COLOR TO BE SELECTED BY ARCHITECT 4" i F ACE OF [,\ F, S, ------ -.- -~!'-- --- NOTE: ALL JOi~HS ON GUTTERS AND DOWNSPOUTS TO BE GROUND SMOQTH SO AS r~o: TO BE v:SiBi...E, ,; ,...... ;:Lcr,-/~':" ~ - '; -~ - Y",' ~1' " ,', ./;",;',>.. ,,' ,_:>,>...,CE:; '.,.,:,:;<':.~)..' ....,. ..... ,.j tl~.~~;fj;;;1Ii , L~', ,2.1, ,', ;,;,.".".,. :.\~ "'.; . n. n . n>~'~l~". ;>",;-::ii:;;ia ~J .. .:t,.9:, .\':' ~ m o.,.N.-.<'; ~. 'J!'.. ~.tf i ."2;,( . ::i n n n ..- !U '-' <t.' .,,~, [. .L~~ '.' 0.5 W ,,":;,""\X -,,' r? . ~ ;. ,. . . at..)' " . L.~;;L .'~; itXJi ...rR " iW~I!::~t,~t~. \ [ctl.::3- ~ fj." ,,:; , \ .:; ';;)::-; ~--:::: ~__~~_~.I.. ,}f f~,t ;.;W ". ,. '::,':t l' ;x:/~- .:', .,. ,..;,,' ",^ ,~'. t.~,':~' "' , ' ,'.'.'." 7" ., ...'y.t.; /,' " . ;.li'\;" y .. ,,;,t,'}.) '< , [;::fi''>~/<,'J' : ;O:7:;~f4"~, ~,:~:; ;.:l [i,i,; ~(; ',;.y C..;;} ',t .. ;;'/J:, : ':" . ,::l;,;t; ,'. r>f}5~'~t [,,~',:..,'? ...'.':-, .. . ". :'.':" ... . ..-~~:! ,.,>r ~;,' ....:~"'!..,.::~\f~; .. . ;.:" ", " , ::~>; ,}I;: '.,.. " ,':, .,'""S' . '..... ..,:: ..:i;}~" .. .':'",/;':;,1; ", "><: [,' .,.::,:,'~ " "c'. ';:.,.i::\ , "..:",?, :,.:;~.;. / '., , ,.' 'c,\'};i.,\ , ' ,">i;; :;'~ .... .',:.:i ~;.i ,.' ,;..( ... . .' .;t: :r, , , ,",<::)::~~'/' :, "/,:;;:",, , '<;;, ". ..;",:>1; : i i)" ?,;t. ~.,;":,,,::-, ..~ .. . .';'~ ':',~j:;;.' ."F: :{~' .. j .};,~ . H:\~~~:;{ 0';', :)) < . f' ( ::"'i~ .. ,~'.: , ..,\;,,~: " :,}~J',i~t:~i~ .,'- ..' ~ , . I~._.- I ~ .....~ 3%" NOTE: ALL JOINTS ON GUTTERS AND DOWNSPOUTS TO BE GROUNO SMOOTH SO AS NOT TO BE ViSIBLE, DETAILS @~~E~~Sl~0~UT. DElAILS ~ @~~E~~Sl~~~F ~ -.----> ~ ~ ___~ W """'''' ~~ ''''''~ ~ ~ ~ :~ ,.' .,.' ., . ..;/i";{!' ~~~I;A1.f~!i~...4v.:~k,." ..,;'"0B/ -/";C t,r ((7i'J ".,., ~El}'fE" t;t,?-,',j. <rh.'XJ;r;' . .~.., f ~ oWe 0' A'J ... u~ . ",.,,) 1\' . , ~E,::,!,.:?J~; ~'f,::~':, ~": j. ~,...~ ' ~g~~J,~~~~:!t ' .... .... i\\jG ?~ ~ \SC}~I:: DAr~:~U:il" ~',;;' . r'''r.::J;f~,. ,5~ :J9~~~~~~n . . ' ' t~.;) ..'.,:t:,'~.,:.:'~':..;ic:::~; '.;" ,,"''-'.2Ltl-iiRA . StHtEt'.~?::{ ';i(f",. 'IT)O ~., d.:' ;'..~..:.ti.:.'.....-.i~~,.':~1-{;.. ,,'-, _ ' ~, ~ "",'i.-",?!"'./; . " 'I:, ;';'d~~.;. \;\ .. . '., ,..f...<:';:, " . . '::~/' :;;',:""'C . ,:>, c: ;'). , "':.5 ~);) ':,.., ,,' , :\'," ---- NOTE: ALL GAL V N~IZED METAL GUTTERS, DOWNSPOUTS AND STRAPS TO MEET SMACNA SPECiFICATiONS cm~POSITiON SHINGLES ON 30. ROOFING FELT OVU~ pl_ YWOOD DECKiNG WI1H PRE-ENGINEERE0 NOOD TI~USSES ------------------ PMn GRADE CONT':~UOus GAl- '/ !",NILED ~~E TAt.. GU n Ei~ CLEA; PAINTED GAL V, ~~E r AL GUTTEF~ - PAINT COLOR ~ " TO BE SELECTED BY ----- 1-------',.> ARCHITECT \ I<E--D,S. NOTES: 1. REFER TO ELEVATIONS FOR LOCATIONS OF DOWi'6POU TS, 2. ALL f~OOF PENETRATIONS TO EXIT ROOF AT SHADED AREA ONLY. ALL PENETRATIONS TO BE PHCPERL Y FLASHED 3. REFER TO DETAILS 7&8/A-2 FOR DOWNSPOUT DETAILS ~ - Z ;;;. ..t ) DOWNSPOUT /~t----_l:,..: r- - , :~--- tC-v~' ; : '!:/~ I i /'/ xxx : '// xXx"X x">< . \--\ ~~- y x [-t-~: ~. I' )< _-l.- 6" .~ 61/,1" :? I I xx I I X . BEYOND _-----.J..> I xXX, I I I i D<).' I i XX: , \ \ _n ~:, 2!12" 2" 1,,1 ,l<:-- .., 1<<-- ClR. ;>f') Br-CKER ROO AND EIFS COMPLiANT CONTiNUOUS SEAlFNT NOTE: ALL JOiNTS ON GU HERS N-lD DOWNSPOUTS TO BE GROUND SMOOTH SO AS NOT TO BE VISIBLE. " " .:~~ @;~~E:~~l~:'TRIM DETAIL REVISIONS; [p) lb ~ [M/ [Q) ~ 11 ~,O {b~ '". .;.! .- :=><----- . '--""-- ----....- ---......_, ><-- . --...------- ~.----- ----. ""1"- - ~ ~ [, A ~ ~. ~7 ..--'- .~ r---_____ ~? ,L'i .of, ,.'J< -<.. . ',.; }"> 'f'.~~'} [''';'':4 ~, r"l; '.;' to: .~' ,.. , ....;~! " ' ,,:,':j, UNFiNIShED 5/8:"; GYP. efi;, ::;/;> -ATT ACH(D TQ aqfTOM:'t;,:; OF T RUSS(S ,€i. BLDG.:'..';, ,. ,} ONLY . .~. ~ , .. " ../ '.,.: '.' ': .,".' ..',: . 11\ , ....~..." ,,:,j ,; ..';, . '.' ' , . ... !':;.~;~ %" GYP. 80.. fg. eU)G~ '/ ;:",.. ONLY , .,.'.. )~;', , .1> , ;;l,;,.., >~r. >. ~ ".; ..1\'_ ..~~,:.',)ff' ~~',' .'J":",-", '" ,.. !.. ~. :' - . .. . .. , . .30' STEEL TAPERED POlE PER SPEClFICA nONS. POLE SHALL BE MADE PLUMB WIlli LEVElING NUTS. HAND HOlE WIlli covm 1'-6" fROM BASE Of POlE, 4" X 6" M!NIMUM. CONNECT ALL EQUIPMENT GROUND CONOUCTORS TO CROONDING LUG IN POLE. ,-,. -4 q; LEVELING NUTS NONSHRINK CROUT 1-1/4" MINIMUM THICKNESS. 2" MAXIMUM THICKNESS WI m SIDES SlOPED AT 45 DEG. 61P5 X 9'-5" LONG BARS EQUALLY SPACED. BOLT COVERS REQV1REO~a " al- BASE PlATE PER -.---_____ ~ I SPEcmCATIONS "., -----...1:,: ,: :: :, :~ (4) ANCHOR BOLTS, SIZE AS PER /: ;: ';" '........' ,.,.. MANUFACl1JRERS RECOMMENDATIONS .................r.... :..,~.........;..........~ ' ~ ,. 1-,," f t :" '; " i; ~ ..,i..'..'.......:, ,":: ... I :. :1 t...~ ~\l~' ! ,'.' 1 -6" lAP (nPICAL) ON 12" :-;-::j ::-::-';, :'H 'H: '~I VERTICAL SPACING. .1 :::: "v -I :=-.' :: ":, ,1 -".: :-.....,/ SEAL CONDUIT OPENING J:..:::::'::::::::::::::::.::::::: :: ::::::~,:-', \.,~::::,: :: ::::::::.::::::::;:::::.='... 1 · CAD WELD CONDUCTOR ., roROO CONDUIT AS REQUIRE I " ,:1 I (3/4" MINIMUM) + A ' , A.... SEE PlANS ~ ~.,:,,', ,...ii.~,:~:.:'; , ('of :Z:' '--";':.1- . ~ ,_.-:- 2 .,:" " . <.0 I ~ " .. CROUND ROO 3/4 DIA X 10'-0" COPPER ClAD STEEL 4 ~~ 1 . 0 ('of .... .... ~ ......, 1= <:: .;' DETAIL l. 2'.OIA. J POLE BASE FOR LIGHTING STANDARD NO SCALE VERTICAL &c HORIZONTAL BARS SHALL BE fIELD TIED. WELDING NOT PERMITTED. NOTES: - 1. .3000 PSI MINIMUM 28 DAY COMPRESSIVE STRENGll-i CONCRETE WIll-i GRADE 60 RE-BARS. 2. IF WATER IS PRESENT IN HOLE. REMOVE BEfORE POURING CONCRE~. J. F'OUNDATION EXCAVATION SHALL BE BY 24- AUGAR IN UNDISTURBED OR PROPERLY COMP ACTED FILL ' 4. MlNIMUM ALLOWABLE SOIL BEARING PRESSURE .3000 PSF. NOTIFY ENGINEER IF BEARING PRESSURE IS LESS. 5. AIR ENTRAINMENT: 4 TO 6"- 60 DEG. APART- (nPICAL) - , " HORIZONTAL REINFORCING BARS. VffiTICAL REINFORCING BARS. I ,-r - SECTION " A-A" POlE-TO-BASE PLA~ WELD SHALL COMPl. Y WIll-i AWS SPECS. A T TOP & BOTTOM OF BASE PLATE. (I) 0;: ~o ;:l. <~ 10 o-q: I")N .ow .-N l-V) <Cl- O')w O')w ,Vi N .... I l' O. 00 ~N 0::::- ~~ x.... N.. ...-W ........J 1;1)<( ~~ ~5' 1 _ POlE BASE PLA ~ / --- ~J ~~0:~~i~rs I }' ? .>>, RECOMMENDA nONS. -- \}.. ../ - BASE PLATE BOLT HOLE '-. -'l'--------- 24" DIAMETER CONCRETE -- - FOUNDA TION. LIGHT FIXTURE ORIENTATION. <:ECTT'QjN "8-0". (SEE PLAN FOR ~ _.c.... _ bl _ ORIENTATION TO BUILDING.) , DET AIL SECTION THRU NO SCALE POLE BASE - 4'x4'xJ/4" PL YWOOO BACKBOARD, PAINTED TWO COATS FIRE RETARDANT PAINT (GREY). ffi ~ 3;~ -"1) I 1")0 o N-q: ON 0; .. o~ l-~ <Cl- O')w O')w '~ 0; J, o <j. ON rill ~~ ::t:i ;~ GROUND BUS.~ BY ElECTRICAL ~ CONTRACTOR ! " ./ ~ DOUBLE DUPLEX RECEPTACLE ./ SEE ELECTRICAL POWER PLAN. QIQ ~ Q ~';~:'~'Jl_~ '.:'::;\; ,-.. ><:_~: _____________ ______~ ~~~:6.~~,~CE :::~ED FLOOR 116(G)-J/4"C. ' TO MAIN .: SERVICE GROUND. 'Qo ia~ to or"; ,..."N ;;lB -(15 l- <(I- W O')W O)~ J, .... ~ l' o. '0 ~N 0::::- .:. II ~~ ....w o;~ ,~ DETAIL TELEPHONE BACKBOARD NO SCALE ,. JOB: THE OFFICE OF PETIT JEAN 8<KENNEDY ARCHITECTS) INC, I \ 2100 FIRST AVENUE NORTH SUI TE 500 BIRMINGHAMJ ALABAMA 35203 (205) 252-8222 DATE: ~@@~ @/~@I@rw STUB oUT PER TElEPHONE COMPANY Re:OUIREMENTS. vERliii'{ocATIoN:"----n - - .-- .' -- '" . . '::: ~ ! i...,...1 I .....-,! ! --7 ,- , j ..../ ...::, ....-:~ ~ < 1'''', ! ...L...1 :. .~... 'Y I /"'" '. ..: I ; ,I"I '..... .:.:. \ -;--7 ~.~ i s. , I '., '~ STUe QUT TO PO~-; COMPANY pou:. - .... ......,........ VERIFY LOCA110N. (oj'" ' ..:...:-: . _.J ,I ,~ ,... '...", , \ It: 'i." ---__ ~'1:.\-""" .. .."...7"~..~.., , .." ~ "1 : "'",,~::,:=---- /~===D-=" .", 10" i '." ':'<::., / ','1: " \j : . ':":':"/:II=""'''''~''- """ : \ / .....~~, \~, i / /' " : '()~</\";\"" : \ I, \\ ! / ,'.,':: _i,) :,', :"f..,...........",'\....,... .,....,.......... ....'.,.."'..' ~,: I {"I 11I::::II::IIIIIII,)t'............',d....... ,....... ....:0.' , '" ; " i I ;> , ~ " ~~:o I: I :: l I \ i I J , ' ........ ,. , ..:): .... . I < ;';" i I' I ! .,~., ::..,., ;;"'.~;~:~ , /...... :.":) " ,r/ I: ~ ~ ...~.. I...~. I \",' !. ... , ._.... I , , .., , :-.:""..: =".1 SITE PLAN ELECTRICAL o 5 10 15 20 r -~ SCALE: 1- == 20'-0" 40 CID I NORTH PROJECTr DRA'dN BY: CK: ~~~cglUJ1f~ lB3~1M1K\ CJ cglb~~~W~ 1f~~9 IFIb ~lb~<Clf~O<C~{b ~nlf~ (P)lb~fNJ ~ [P)~lf ~OlL~ ~@~ TITLE: JJWW3 " , , -.- '; . .",;~ l. .' ,- - '-. ~--'~", ~ ':I,.t,' " ",\ '.1;, ";;:.!" ( -':' '!~'~,,~~,:. ,-' (,~, ;._~~ ~'C. ..~.~ ".~ '.:-', <_:~,~;~.\tH' ":,>~~>--. ~", ., " ~' .( ,~',':'{.:. ," ':":.'::\:/:,:~~'i.;\;,:<; . , .., .' , ' , ''', ;t:; , .' :, '@" ,,<.' ,::~~~ ~, .".': ~ ''\, , r~ ~ ~--; ~~'< ~At'l1 'S " ' '_ t.:r '" ',' . ..~ ~''t. ',..;.,.-, ~":". ~f ~~ ....~,-::.~ c~\; .. ' .,:'. A.;:- .:{'^.~' .f1 ,,'" , ',' '.~~'(( ",;~f'4:,.'. ,." .;1"/'~' . ~":">:'L 'tATEJtRtJ)~iNGUJi Sf' ,'.' ,~e~~ <lnj'" ... .,~. 3SQ47t1\ AVf; ~ '. . " 2OS.~~,jn:' t~~S;3?~,,' Jo~ .NO: g~Ua;>':>' ;,::~~~\t:;', . DWI Yj! '~911:;r ~~;J~,W~1;'-;'~;: ;;, , . '>c,:,< .' ."."" '.';;"';-~;:' , . ' " " .' .y: '" '<,~' ,~ :J/~rt;o,~ ',', ~,,~.. '& -" . ?:,;"':u..,. ",1*, . '> ,{) .;"~'>l"t;i~!i<!::" , ,~'stA TI;~<\ /1J .:i ~~J}..~.~.'~\, '~J1Ji:'~;,':' ~ji -~W~,,~,p,'? ':;:,:\ " ',.,.,.' ,'; ". , " 1.. , t;., ....~q " ~'" ~~'.~ ,'I; ':f;:, ",.:'..';:.;{' ,., ., . . ~ '. , \".. > - " ! ,.', ' , , :' \ PE -- TORK 1200t MOUNT ON WALL LIVE SIDE SOURCE PANEL ~L C - ( >- LOAD SIDE TO ITEMS CONTROlLED WIRING DIAGRAM OUTSIDE LIGHTING NO SCALE NOTES: 1. CONNECT RELAY 'NL' PHOTOCELL ON PHDTOCELL OFF ~ NL 4 POlES, .30 AMP, 120V COIL ELECTRICALLY OPERA TED, ELECTRICALLY HElD. IN NEMA 1 ENCLOSURE. " " <",': <:." ";r' :. '~ ' i' , .:/:: ,): .,:':-:} , ",' ':::.i , ' , ':';'.;,~ ' .' ,,/,,;,.-,: ;', ", "'J ., i ,,' FINISHED GRADE ,"'.' i;, " ','ct' : ~ 'Ct1~> t..r}~):;li~ "'J::- : :,;.',;' ... "~;:.; ", ,. "" .', .:. ;~,;;~ '.', r!":(" , " ,", ...,';::;,/, ."j 1"~''2"?,~' , : n.:' ':.,' " ..." <<-;~f?>:;: :. ,...,,'g.'~ ;, , . '..,:.,.. : , ., "~'d,:-::}}; .. , .,.' ,/~'{f!l~~. .' ,');'f " <>c. .{ ..,. . ~'" .. ." ".:"t,: ':~ fIN.,l.?QT:~rffi~.~^_r~,/: :M:.',:--,,',:,:,C:--, ,,' ',,(; ",1,,:;~~ ., '.' , "', ., ',... ".,', b: (,('::;;~EJ~~ [ilf" ' . , ',. ' , COM~ACt: F:, fI' i'; ::~f' f ilf~lll!: , '~,(9J'~; "'~~ J': ,':':;::-'::" ;,~SC~PH<g.~VC CONOOIT . ~; ,:.~,."..,}:<I: , ,.... :' '.' . ' ...' J?r.'. ,'.;/, :~ . :': '; '.' ,";' :.':,;,,:, . iIiIiI ;f\:,,~r;,: .. ~ ':~':: : ,'~' ~.\: ~. ,', ". ',; ",'t ' , ;:'i':: ",.:}; '\?f::;;;f~J~~ il . , .~:;' .\' "},J" " ".j,.,./ ~l, . , ,I'i~ l'" .. "; :,.i,c', '.' ',>l;' , '::"'<:.:7 t.:,:' ~ :::::~,\ ,::,/, \,"':'rg~~~' '..':JY):~..~;:;;i~~ '. \' f :.."" ':1., ';;'V:. .. ','H:' ,,}; -" ,{c:,;"'." , .,......;:1y:::;m:n:rm:n.."..':.,..,...,........,..,',..,....,...'"'......"..."........,,.. ~~.~: ','" : UNOISruRBEO EARTliJ &*,tL::" , ':.,' ':. '.': '.. I ., * nPICAL 5" CONDUIT . .' 0)' ". '. . .... . SEE RISER DIAGRAM ~ ~ . '-"". '.' -:.. ~ S .... . [JCJ . .' . . .-.. ". ... .. . . . .. ' , . c.. '. .' ..::.. . ...... :.. " ... COMP ACT fILL SAND FILL , " D~T AIL SECONDARY DUCT 8ANK SECTION "A-A" NO SCALE " o. .." .. ..... ':. .....:. '.":O' ..... ....:,." " ... ," ., .. ~. , .' * ..',. .,"':' 'O' .' *. SANO ,ilL , ., ... DET AIL TELEPHONE SERVICE CONDUIT SECTION "8-8" NO SCALE ,- P6WER co. POlE/TIRANSfORMER BANK ' ," .i ' "';", .. , ': '" :.'q .: :::\,;:;~ '.",' ":::::.::1; " ~ '" , :; I.),: .. , ", i ',,:, '~;;:, .. .( '(, ";i' ' . ,; i':-'; ". ...' RP P ,.....\ i Ip METER o . . .. ~.."~.' " . ,,\.1 ~, < ~'\>..;~ " .." ", "'.:' ;,." '\,'{ ;,\ ", .'."..,.. ...> I'J]"\:.,.. , ,,!'<, '". , "... ., , ,;, ,; ",; ~"", ~~::"i: ,'''. . "...~':,. ". "', .. ~';, ."cpt ,". ":,"i; ",/1) "." ,...>:t , ," '. ,,':<, i . , . ,.';jli ': ~~" ~,~: , -,' '"t;:,:" ^' . ", ,;,:,;i,~ , ''oCt;: '.i: . .- ;<;j:~ ,: " ' : , .. ','..:"J2.,} : , '.,', ,',:, ">';~/ );'tJ.; ,':.,':,t::,:2'./r;::~~:,,";J:~ ~\; S lY a:.~:n~ :;t",;~:.. .~'!"~~ " ,:~::,~~,:,;:,)::..;;t..:, .' .. ".'.. "~., ...i,",. :f.'.' :~<~, ;'j . ",'.. ..O;l<'x;,,-", :i' , : '~"j}: ~ ~ n f' .'~J~ ;;~ji{ ., " .'" .,..' '.' .."" ,," , " C A 0 FJ LEI 99 f 1:.2:80.1, b WQi >~{:~:.~;{~ "._._______ ~ _.__' ______~~_,,_~__' _---'~" ':<h:;1.':'.~'~?~:~;>~'~~~~Z;1~!K ,.. STUB-UP PER po~ co. ST ANDMDS. I i , ( ,9.~~~~..., ,....1.... ....' '...,.' ........,. ,......,...,...... ,.., ,.........'....,. .... ..', ..~....... ,., ...",..,..', t ' ,.... '.. ...",'..',. ,.....' ,..." ..,. ....'" ......,...,..T ...., ,.' ,..., ....:.' ........, '......,..,'" ..":.,, ,~: ' .A, J ' lf4(o)-J/'-PVC -'1 L7--JL----t;.;,-J , , ,,' J~/o-2 t/rc~ . " , .~3fJ/O 18- DEPTH RISER DIAGRAM' POWER DISTRIBUTION NO SCALE .' '" ' " .., REVISION${ , __._____ _, ____ . ,___. _~ ____~___~______ _____.___~_._____._____~~"____~_____ __~~~ ___ ___....___........-c_ 0: " \11< SYij80lS <> fIR( HYDRANT Ii) \'lATER 'VAlVE ~ WATER METER ~ FAoctT ~ CAMPHOR TREE ,:, P Al~ '!REE CHRVS lREE {). PINE '!REE ).\. CYPRESS TRE:E () OM TREE o TREE - 01HER o ORNAMENTAL PlANT :I POST . . -*- ( II a -v- ~ .n ~ @ .1, -{]a 'I' CONCR( TE POYI{R pot! WOOO POWER POll: UGH f'QE GUY ANCHOR MONITORING I'IUl CAaLE 'lUE'ASION OOX SIGN MAIlBOX 1UE.f'HONE 00)( TElE?HONE MANHOlE ElEC TRJCAl MANHQE SAN! T MY MANH<<.E STORfot MANHOlE [L[C '!RIC OU 1U T\flOOOUGH T E w s 40" I 20' 0 ~ 10' 20' fT -I..ll_ GTE 7 WAY UNDERGROUND CONDUIT SYSTEM W/1 - 72 PR FIBER opnc CABLE W/1 - 12 PR FIBER OPTIC CABLE W/1 - 8 PR FIBER opnc CABLE W/2 - 1800 PR CABLE W/1 - 1500 PR CABLE W/1 - 900 PR OUT OF SERVICE CABLE GRAPHIC 1" = SCALE 20' .,1>< :':>' .., + 0," "i" + ".... ~' ') + 0" y' + + 0, + ~, ~ , '>", 9'1 pOSTING ~---... 6 :DEW~ r ~ ')~,3,' ,] L _--_________ ')~~') ~ '~ r l_ :- ---------- =t~-_~~~_~~,_ . >,1' I!"';. · 1 I =g;:;~0"" : : i~;' 'J~~{g' ~,,#/, - 'J~"~ I I ~ ~ slf---- -"'9 /' + I I \ :: \ W' ~rl I I ::> - I '2 II W " I' > I I ~() I ~ y-')., <( '>~ I I I " II I, <( :~ I~ .-Jo" I~ \ ;9 I W 1.,.1 j}".v I () 1 I')~- ': (/) [DMH 32,06' 1 +-_____~ ___ _ (y C> ~ S ,NV 27,58 r-r - 1 ~ ~NV 27,5~1 I I I ~J II I ~ 1[- X I I ~ I I .., O:::'i /4 'J">' ASPHALT PARK:NG~~ : : ">~}~l: 0 ~ +1 ' ;;>0 II ,I z~ I I 'I, ~ I I \ I I I I I I~, Ii '>'~~ ~<t II --1' I I ~ + ') I 'J">').'\. ~?"J ; : ')'\.' I~; I if · , I I I ~I ~ '-' I :: I ~: ~I JI I LOT 21 2 0 I I "I ~ Ii ~?i , ,," LOT I : : >", i~' ' I ~~J · >' -> ("" :7" .("" 1 / ! ~ ,I I I I~ ' /: * ~__-_- - 4' CHAiN L,NK f lNCE \nl I I, j' 0".----- 1 I ",')-:1' I w~ '>~'I ELECTRICAL CABINET WI GUARD POSTS ,/' + · ~ N ",,~ 1.1 ~ 1 -7- ~' . EIOSllNG ~ ~ ': I.. N;;~"",."",sw 8g~;F.f~~~)~'" -~~" "~16~{QIV~~F^I/~ )~ _ 6 S1~~W~LK ~~">~' I' 'II 1/ ;;T~Eh~~N_.!-:,4---.-- ----* ------,c+----;-------'}~ +-~___~__~~~~~ ",,^l[RS~~t'~LK + ')~').'\. ... , - '>~~ 0 ')'\1' " ' " : - J;' I, G 11: 1 L L ~ - - - - - - ..:.. --=t=-= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4- GAS UNE ",0 ~o '} + .. 0,.... .,'" ....'" '), '> + ..,"" :':>' ., + Best Copy A "'I f!'t va .~, ,!,ol~'i'~,,, 1~''1\ III Gl. ,~ L "'i.- ~f) ~. "> + 'rj<;) '), ') + ," .,') . ~() .,' "> + :0<) '), ., + ~+ ,).~ "> -,'<-> :':> ., + ,'" '\" ..l~y ~ F /.' S \ / . \'>-.~~ ~~ ~')., + 17320'(0) 1----- 50,00' p ",,'?? 'J + .,'() :':>' ., + ,,' ')~ + 0,0, _~')"'o I 50,00' P ....'" ')'> CD TEeo MH I cd> r ')'\.' ~ '),- ') + '()'? :':> .., + ~'" y' + ')')f + , I I~< V:>'() :':>' ., + """-. ,') +r \l<C!l :':>' ., + L_OT 19 'l,..V:> :':> ., + EXISTING , FlRE HYORANT4~ fi'l, $~ LAUr<A 'foo SITE PLAN APPROVED CASE # -...-A;) 1{!JfZ. ocr -tL CASE lYPE J5t ~ _ ~ 'k:) _ ORe DATE -CZ: Z~ ,qq CDB DATE -- ~ SIGNATURE..k~. :~ DATE If.ll.(JeJ ~ -,' ')~ + - -~- ------~-- --- ~---- ~---------- "\I 'PLANNING & DEVf;LOPMENT ;,~\" SERVICES"."., ~~" CllY OF CLEARWA1ER PRELIJ'I\INt\I~Y l'JQT f()R CC)NSTRUCTIOt- 1,~ " George F. Young, Inc. ARCHITECTURE' ENGINEERING . ENVIRONMENTALf:';((~ ' LANDSCAPE ARCHITECTURE' PLANNING' SURVEYING ,;':i;t . ;'{:;:'.,(i>. S1, PETERSBURG' TAMPA' BRADENTON . NEW PORT RICHEY. GAIN~'Y,!,~ RESPONSIBLE OFFICE: 299 9th Street North J;~~/: St. Petersbun~ fl 33701 -0683 [ii Tel.: (8D) 822-4317 Fox: (813) 822-2919' Since 1919 ,~ rn:'.A\/I~ . PROJECT. AM SOUTH CLEARWATER-DRIVETHRU 2100 FIRST AVENUE NORTH JOBI SUITE 100 BIR14INGHAY, AL 35203 99 13 0099 00 PHONE (205) 252-8222 - - - FAX (205) 252,8899 DA TEl DRAWNI M.R.l THE OFFICE OF PETITJEAN & KENNEDY ARCHITECTS, INC. REVISIONS, f. REVISED PER ARCHITECTS REQUEST 8-23-99 T I TLEI CK: O.F.E EXISTING CONDITIONS PLAN 8-23-99 t~ J,0~"'1 ."'_ -~-.".,.t>r_, - i GTE 7 WAY UNDERGROUND CONDUIT SYSTEM W/1 - 72 PR FlBER OPTIC CABLE W/1 - 12 PR FIBER OPTIC CABLE W/1 - 8 PR FIBER OPTIC CABLE W/2 - 1800 PR CABLE W/1 - 1500 PR CABLE W/1 - 900 PR OUT OF SERVICE CABLE _ -----, fXlSllNG C5" ~ S:A~ r I,~ 't I'" 1 , a:: " -1- ~ "lo' ,I ) If) I , ~.~ \ \ ' l REMOVE EXISllNG CONe. CURB SAW CUT PAV1NG AND CURB AT PROJECT UMIT UNE FlRE HYDRANT TO BE RELOCATED BY CITY OF CLEARWATER (SEE SHEET C-5) REMOVE WALK AND REPLACE 'MlH DRIVEWAY l!CO M.H. TO BE RELOCA lED CONTRACTOR TO COORDINATE 'Mrn UllUTY co. . SAW CUT PAVEMENT 0 PROJECT UMIT UNE REMOVE :J: 160 LF OF EXISTING FENCE I I I I ?r I 10:' : : ~,; ,', SI il I '<0 I ' VJ 0 : : ,I .~I ~ ~ I / +-'\ ~ ~Il : : ~, / \ I I - 'I , / I ~ ' /: · I /. ~I I . I fi.~ '\ , I .,. AN I "~ ' ~: /" ~ ,\ /1 I II @/ ,\ ' , GTE FPC MH I , \, -t- -~ I" -- -:-1 - ---- - -~-'-- ,---- / I I ~ _ _ _ _ _ _, _.. _ _ _ _ ,_' cr: ~NI.!AR! _ _ _ _ _ _:.... _ __ _ _ _ _ ~ _ "....>., __, _ _' __ _'_ _ ~',~~ ~~~~J~-T SM"~'u~ji;JfJ . LAURA s>os-rREET( 44' ~~R/W)-- LI --@- - - - - - - - -...:1=--=.--- - - - - - - - - - - - - - - - - - -'- - - - - - - :..- - - - - - - - - 4'" GAS UNE LOT 19 EXISTING FlRE H)1)RANT.~ ...(0 TO BE RELOCA lED CONTRACTOR TO COORDINA 1! 'Mrn UTIUTY CO. --------------------'--~--------~ NOTES SEE UGHllNG PLAN (BY OmERS) FOR LOCATION OF RELOCATED UGHTS AND POLES. (IF ANY) CONSULT CIVIL PLANS PRIOR TO START OF DEMOU'TION WORK. UNDERGROUND UTlUTY UNES ARE TO REMAIN UNLESS OmER'MSE NOTED. (SEE SHEET C-5) DRA"'l~ . THE OFFICE OF PETITJEAN &: KENNEDY ARCHITECTS. INC. 2100 FIRST AVENUE NORTH SUITE 100 BIRYINGHAM. AL 35203 PHON g (205) 252- 8222 FAX (205) 252-8899 JOBI 99-13-0099-00 DATE: 8-23-99 PROJECTI AMSOUTH CLEARWATER-DRIVETHRU DEMOLITION PLAN NOTES SEE SPENCER & JONNA TTI ARCHITECTS PLANS FOR ADJACENT PARKING DEVELOPMENT. LEGEND - W~l 6'" TREE)( DRAWNl M.R.l CKI O.F.E TITLE' ~.... - S~eOl$ <6 fIRE H'y'{)RANT . CON<;RE TE P() v.t:R POlE .. WAM VALVE . 'MXlO P()W[R POlE W WA M t.lE T(R -*- UGH T POlE ~ FAUCET ~ ( GVYANCl10R CAMPHOR TREE ill t.IONl TORlNG 'MlL P AUf TREE a CAai.f ~SlON OOX OTRVS 1REE -v- SIGN t;J hiAR.BOX 51 PIN[ TREE .u CYPRESS TREE Ttl(f1-tON[ BOX () CD iUEPliONE MANHQl.E OAK tREE ~ ELECTRJ<:AL MANHQE 0 TREE - OHA SAl'ITAAV MANHQE (] ORNAt.l(NTAL PlANT @ STORI.f MANHOlE W E -- POST .. , [lEC lRlC 0lJ TI..E T\FtOOCUGH T II -{Jo '" s IlEMOLI liON NQTES 20' 0 ~ 40', l ~' to' 20' :' -= 1. ALL CONSTRUCllON WlllilN mE RIGHT-OF-WAY AND EASEMENTS SHALL CONFORM TO mE MEmoos, STANDARDS AND SPECIFlCAllONS GRAPHIC SCALE OF mE CITY OF CLEARWATER AND ALL APPUCABLE AGENCIES. 1" = 20. 2. CONTRACTOR TO OBTAIN APPROPRIATE WORK PERMITS PRIOR TO BEGINNING CONSTRUCTION. 3. ALL DEMOU TION, BACKFlLUNG, ETC. SHALL CONFORM TO mE RECOMMENDA llONS OF mE SOILS ENGINEER AND/OR OWNER'S REPRESENTATIVE. 4. CONTRACTOR TO NOTIFY ALL UTlUTJES FORTY-EIGHT (48) HOURS PRIOR TO DEMOUllON AND/OR EXCAVATION, INCLUDING THE LOCAL GAS COMPANY IN ACCORDANCE 'MTH F.S. 553.851. CALL .SUNSHINE STATE ONE CALL SYSTEM-, 1-800-432-4770, SO mAT UNDERGROUND UllUllES CAN BE FIELD SPOTTED. 5. ALL U'TIUllES SHOWN ARE APPROXIMATE. CONTRACTOR TO VERIFY AND COORDINA TE 'Mm THE COUNTY, flORIDA POWER, GENERAL TELEPHONE, PEOPLES GAS, ETC. FOR "Tl-iE REMOVAL OR RELOCATION OF ANY OF THESE F ACIUTlES. 6. ALL DISTURBED AREAS 'MllUN PUBUC RIGHT-OF-WAY TO BE RESTORED TO ORIGINAL STATE OR BETTER. .,. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCllON, ALL STORM SEWER INLETS IN mE VICINITY OF mE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOO, STONE, ETC., 'M-tICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY mE CONSTRUCllON PROCESS (SEE FOOT INDEX NO. 102). 8. SEDIMENT 'mAPPING MEASURES: SEDIMENT BASINS AND TRAP, PERIMETER BERMS, FILTER FENCES. BERMS SEDIMENT BARRIERS. VEGETAllVE BUFFERS AND OlliER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTlES. OR INTO EXISllNG WAfER BODIES, MUST BE INSTALLED. CONSTRUCTED, OR IN lliE CASE OF VEGETATIVE BUFFERS, PROTECIED FROM DISTURBANCE, AS A FIRST STEP IN mE lAND AL lERA nON PROCESS. 9. MAINTENANCE: ALL EROSION AND SILTATION CONTROl DEVICES SHALL BE CHECKED REGUlARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. 10. CONTRACTOR TO CLEAR, GRUB AND REMOVE ALL DEBRIS ON SITE AND ALL AREAS OF mE RIGHT-OF-WAY AS NECESSARY TO COMPLETE WORK. 11. CONTRACTOR TO COORDINATE Wlm OWNER'S REPRESENTATIVE ALL EXISllNG UllUTlES AND APPURTENANCES TO BE REMOVED, I.E. UGHT POLES, TREES, SHRUBS, ETC. BEFORE WORK BEGINS. mESE ITEMS MAY BE USED IN mE NEW F ACIUTY AT mE OWNER'S REQUEST. 12. ALL CONSTRUCTION MUST CONFORM TO mE MINIMUM STANDARDS SET FORm IN TtlE CITY OF CLEARWATER LAND DEVELOPMENT AND/OR ZONING REGULATIONS. 1J. REQUIRED TREE BARRICADES MUST REMAIN INTACT .1liROUGHOUT CONSTRUCllON. ENCROACHMENT INTO OR FAILURE TO MAINTAIN TREE BARRICADES 'MLL RESULT IN ENFORCEMENT ACllON 'M-iICH MAY INCLUDE CITAllONS AND/OR PERMIT R~,VOCAllON. , .. UMllS ~ REMOVAL AREA. ALL ITEMS 'MllilN ntls AREA ARE TO BE REt.40~O UNLESS OTHER'MSE INDICA 1t:D ON PLANs. 14. THE BARRICADE UMIlS AROUND TREES TO BE RETAINED MUST REMAIN BARRICADED mROUGHOUT CONSTRUCllON Wlm ONLY HAND lABOR AND/OR SMALL GRADING TRACTOR PERMITTED WI'mlN lliE BARRICADE UMITS. HEAVY MACHINERY IS NOT PERMITTED WlTtlIN lliE BARRICADE UMITS. 15. CONTRACTOR TO VERIFY ALL PLAN DIMENSIONS AND $I TE CONDlllONS, NOTIFY COMPANY REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND INFORMAllON SHOWN ON DRAWINGS PRIOR TO COMMENCING WORK. 16. DISPOSE OF ALL UNSUITABLE MATERIALS OFF-SITE. EQUIPMENT TO BE DISPOSED OF OR MOVED IN ACCORDANCE WITH INSTRUCTIONS OF COMPANY REPRESENTATIVE. NO MAINTENANCE OR REFUEUNG OF EQUIPMENT ON SITE. 17. ALL MATERIAL EXCAVATED lHAT IS SUITABLE FOR FILL UNDER PAVING, OR LANDSCAPING AREA, IS TO BE SPREAD AND COMPACTED IN LOCAnONS DESIGNATED BY mE ENGINEER OR OlliER AumORtZED REPRESENTATIVE OF mE OWNER. 18. WHEN ALL EXCAVAllON AND DEMOUTlON IS COMPLETE, CLEAN FILL SHALL BE SPREAD AND COMPACTED IN UFTS DESIGNATED BY TliE TESTING LABORATORY TO mE REQUIRED ELEVATION AS SHOWN ON PLANS. EXlSllNG TREE TO BE REMOVED George F . Young, Inc. ARCHITECTURE. ENGINEERING. ENVlRONMENTAL LANDSCAPE ARCHITECTURE. PLANNING. SURVEYING ST. PETERSBURG. TAMPA. BRADENTON . NEW PORT RICHEY. GAINESVILLE RESPONSIBLE OFFlCE: 299 9th Street North st. Petersburc} F1. 33701-0683 fel.: (813) 822-4317 fox: (813) 822-2919 OYE DATE: AT : Since 1919 REVISIONS' ,. REVISED PER ARCHITECTS REQUEST 8-23-99 GTE 7 WAY UNDERGROUND CONDUI T SYSTEM W/l - 72 PR FlBER OPTIC CABLE W/l - 12 PR FIBER OPTIC CABLE W/l - 8 PR FIBER OPTIC CABLE W/2 - 1800 PR CABLE W/l - 1500 PR CABLE W/l - 900 PR OUT OF SERVICE CABLE I XlSTING , a:: t I rew CUT EXIST. PAVEMENT 1 MINIMUM). AND A TCH EXlS~. P A YEMENT 'MlH NEW ASPHALT (SEE DETAIL SHEET C-6) =:=~--=--==~ ~--. _ -o===-~"-"-~~ - d o . ~, ~ . _00 ~ .m ..~ " ..,~ 92'* -- GRASS PROPOSED PROJECT UMIT UNE a ....' ' o '. N " ... I I " W t I -:-'\ II ..;...J II 'Z II 'w II > II ~ I I '" I , Te i I I l' <{, '~ ,~ -.J' .. I. 16.20' 1=1 0 ..- I~ · f el W . L.. '-.tl I~ ~ . W 1")'11" I I (/1 L g~~ SINGLE_~INC;_INLE11 I 0' 1. ~ DMH 52,06' II I '. - ~g~ S INV 2 7'58lr,------- - <.:> 16.20' W INV 27,~1 I .' ,I 'I- II ,~, 'E- x I I a::: ,~ I oJ I I 1 0:':; . '. ~ - U I , ~ - N g cO II c:fl Z~ . gi ~ I I 'N !+ GRASS I I I . ::'1'" ~~:. II .', I ~ TO B.C. I I ' l ~. J ,.'8 II 'I ~ 1 ~ ~ i :' .... [/ JI jl <D .. {2~}' ,..-1 .. ' I I 1. ' I .~i ~ I I' +. I ~ I ~I ."'Millt pA~ENT I I I.::: . ii". \ I STRls:>tNt) , (ttP) , I I '. (X'I II \~ I I I ',1') 'I: i. I If) ! I 12.00' W ,i.1 -. . j' ,TO B,Cb U '~..~:N i l\ I ! ~ cO 'i' GRASS ~ i r ~ ~ \bJ 92' * ~ ~ l~ Ii, ~:- .}'lJ1'" s'oN 89"13".f4- W(MG, rN 'I, " I' ~._ C8:LL iGs __~~..L....-,,-" 1 S R ' il: Ii. ' ,"A-:t.~ I.lErtR ' ' i . . /- @' I ,., I. . Grt FPC Mi: I I : ' L+____-: I. _.__-1-____ -~ ------ II-t' ~. i, . ~ S',AI-d.", . , ' iSMH---i I I ".,~-- ~t ----- --- --~,'o. D:P SlQRJ./- '. ,,' ---' -- ------ ~_:~~ ~~.~~ : : I." l~H JL~2 j. '. .' .' LAURA. . . REET (44' R/W) .. . LI_~>> _ _ _ _ _ _ '=-:::~ - - - - - - - - -' - - - - - - - - - - - - ..:.. - - - - - - :- - - - - - - - - 4- GAS UNE GRASS <D 2.60' TO B,C. 15.33' ~. 'lL. ,., ~ lIS ~ ~~ LL CONC. DRI~ lHRU AJSlES (BY OlliERS) I I~ .+ , . , ASPHALT INSTAll HANDICAP SIGN (SEE SHEET C-6) .. 2.60' TO B.C. ~f (1J ...., , 24' EXISTING FlRE HYORANT4 H -- .: 15'R ~~l?~ifI~t"~i,~" , ~~~_."'A -:t.RLN~~____ . ____L _h_ ,- ---------- -'---... I rew CUT EXIST. PAVEMENT 1. MINIMUM). AND ArCH EXIST. PAVEMENT 'MTH NEW ASPHALT (SEE DETAil SHEET C-6) SlIE...O.AIA ~ ~ S Yl.I6Ol S 6 FIRE H)'ttRANl' . WATER \lAl~ W WA TER ~E TER ~ FAUCET ~ CAMPHOR TREE , PAlW TREE a TRVS TREE 0. PINE TREE )t. CYPRESS TREE o OAK TREE o TREE - OTI-lER (;] ORNAt.lENTAl PlANT POST . CONCRETE ~v.t:R POl[ . wooo ~wt:R P<llE _'J.._ ,~ I UQi T POlL CUYANCl1QR l!1 t.IONl TORING WEll D CAfU 1U.E\1S1ON 8QX SIGN WAIlBOX -u- f;1 1.\ i @ .1. 1fl? TIlE.f'HONE aox 'Jt\.l?H(.INE MANH<U fiLe !RICA!. MANHOLE SAt-ITARV MANH<<.E STORW MANHOLE ElECTRIC OIJTLEMOOOUGHl' 3: (/j GRAPHIC SCAlE o 10 20 40: ~, f ~'.~ (INnnr 1 inoh :a 20 ft. GREEN SPACE 892 S.F. PAVING 13554 S.F. BLOG 0 S.F. TOTAL AREA 14.<<6 S.F. GREEN SPACE 4348 S.F. PA\1NG 9694 S.F. BLOG 404 S.F. TOTAL AREA 14.448 S.F. ~ . SEE SPENCER & JONNA 111 ARCHITECTS PLANS FOR ADJACENT PARKING DEVELOPMENT. ~,..'" . BUILDING & PARKING LOT, LAID OUT PARALLEL TO NORTH OSCEOLA AVENUE · ALL DIMENSIONS & RADII ARE GIVEN TO THE FACE OF CURB UNLESS OTHERWISE NOTED. INSTALL 6- CONC. CURB TYPICAL (SEE DETAIL SHEET C-6) 11 THE BUILDING SETBACK UNES REQUIRED FOR THIS PARCEL ARE 0'. . INTERIOR LANDSCAPED AREAS ARE NOT REQUIRED FOR rnls PARCEL (SEE SHEET L-1 FOR PROPOSED LANDSCAPING) CONSTRUCTlQN NOTES 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO niE MINIMUM STANDARDS SET DO'Mi IN ll-fE CITY OF CLEARWATER ZONING CODE AND/OR RELATED ORDINANCES. 2. ALL CONS1RUCTION SHALL CONFORM TO niE MElliOOS, STANDARDS AND SPEClFlCA TIONS OF niE CITY OF CLEARWATER AND All APPUCABLE AGENCIES. J. CONTRACTOR TO OBTAIN APPROPRIATE PERMITS FOR WORK ON Sll! AND IN niE RIGHT-OF-WAYS PRIOR TO BEGINNING CONSTRUCTION. 4. CONlRACTOR TO NOTIFY AlL UTIUllES fORlY-fJGiT (4a) HOIJRS PRIOR TO DEMOUll00 AND/OR EXCAVAllON. INClUDING niE LOCAL GAS COMPANY IN ACCORDANCE VtIInt r.s. 503.861. CAlL .SUNSHINE STATE ONE CAll. SYSTE.Lt- 1-800-432-4170 SO THAT UNDERGROUND UflUnES MAY BE flDD LOCATED. 5. All UnUnES SHO,^" ARE APPROXIMATE. CONTRACTOR TO VERIFY AND COORDINA'IE WHH niE COUNTY, lliE CITY OF ClEARWATER, flORIDA POWER. GlY, PEOPLES GAS. ETC. FOR THE REMOVAL OR RElOCATION OF ANY OF lliESE r AClunES. 8. All SOIL EXCAVATION. BACKflLl AND USAGE TO BE DONE UNDER niE RECOMMENDA TIONS OF A CERnFlED SOIL TESTING LABORATORY. 7. All UNDERGROUND UnUTIES INClUDING CONDUIT FOR U'nUTY AND IRRIGATION CROSSINGS SHALL BE INS'TAUED PRIOR TO PAVEMENT CONSTRUCTION. 8. Tl-IE CONTRACTOR SHAll PRO\1DE All BRACING, SHEETING OR SHORING NECESSARY TO CONSTRUCT AND PROTECT ANY EXCAVATION AGAINST COLLAPSING. TRENCHES SHAll BE KEPT DRY 'MilLE PIPE IS BEING lAID. DEWA TERING SHAll BE PRO~DEO WHERE NECESSARY. PIPE WIll BE ON DRY, UNOISnJRBED SOIl. WET UNSUITABLE MATERIAL WILL BE REPLACED 'Mlli COMPACTED SELECT BACKFlLL MATERIAL.. lliE CONlRACTOR SHAlL COMPLY 'Mni ALL REQUIREMENTS OF niE TRENCH SAFETY ACT CHAPTER 90-98 (DS/58 2628) OF lliE flORIDA STAnJTES FOR All EXCAVAnON TO A DEPlli IN EXCESS OF FlVE (5) FEET. 9. CONTRACTOR TO MAKE FlElO ADJUSTMENT. AS NECESSARY, Willi niE APPROVAL OF 'THE O~ERII ENGINEER AND MUNIClPAUlY 'M-IEN REQUIRED. 15. DISPOSE OF ALL UNSUITABLE MATERIALS Off-SITE. EQUIPMENT. to BE. DISPOSED OF OR MO~D IN ACCORDANCE Vr11H INSlRUC110NS Of" COMPANY REPRESENT A TI~. 16. All MATERIAL EXCAVATED lHAT IS SUITABLE FOR FlLl UNDER PAVING, OR LANDSCAPING AREA, IS TO BE SPREAD AND COMPAC'TED IN LOCA 110NS DESIGNATED BY -mE ENGINEER OR OlHER AUrnORtZED REPRESENTATIVE OF lliE OWNER. 17. 'MiEN All EXCAVAll0N AND DEMOUTION IS COMPLETE, CLEAN ALL SHAll BE SPREAD AND COMPACTED IN UFTS DESIGNATED BY lliE TESllNG LABORATORY TO mE REQUIRED ELEVAllON AS SHOVtN ON PlANS. 18. CONCRETE PAVEMENT MUST NOT ENCROACH 'MlHJN '()' OF EXlSllNG ' TREES TO BE PROTECTED. ' 19. INSTAll SILT BARRIERS (FOOT INDEX No. 102) AROUND CONSTRUCll0N AREAS AS REQUIRED TO PREVENT SEDIMENT A 1l0N AND EROSION. 20. All DESIGN AND CONSTRUCTION MUST CONFORM TO lliE MINIMUM STANDARDS SET DO~ IN lliE CITY OF ClAERWA TER LAND OEVELOPM[NT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESllNG fREQUENCY REQUIREMENTS. 21. SAfE PEDESTRIAN TRAfflC IS TO BE MAJNT AlNED AT AlL llMES. 22. ANY SIDEWALK 'MilCH BECOMES UNDERMINED MUST BE REMOVED ANI1 . REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED Vr1llilN niREE (3) . DAYS AFTER REMOVAL 'MiEN EXISTING SIDEWALK IS REMOVED, 11 IS TO BE REMOVED TO lliE NEAREST JOINT. 23. PLACE EXPANSION JOINTS 'MiERE .- AND 6- CONCRETE ABUT. 24. SAW CUT EXISTING EDCE OF PAVEMENT PRIOR TO REMOVAL OF CONCRETE CURB. 25. PLACE EXPANSION JOINT BE~EN BACK OF' CURB AND CON,CRETE OWY~ 26. DISltJRBED ARE WlllilN lllE RIGHT OF WAY 'MLL BE COMPACTEO TO 100" OF MAXIMUM DENSITY AND SOODEO. ' - 10. CONTRACTOR TO VERIFY AU PLAN DIMENSIONS AND SITE CONOtnONS, NOnFY COMPANY REPRESENTATIVE TO ANY DISCREPANCIES BEMEN SITE CONOtnONS AND INFORMA nON SHOWN ON DRAWINGS PRIOR TO COMMENCING WORK. 11. All CONCREl! ON SITE TO HAVE A MINIMUM STRENGTH oF 3000 PSI 'MTHIN 28 DAYS AND TESTED PER niE CITY OF ClEARWATER REGULA nONS. 12. All CONSTRUCTION 'MlHINTHE RIGHT -OF-WAY AND EASEMENTS SHAll CONFORM TO lliE MElliOOS, STANDARDS AND SPEClFlCAllONS Of CITY OF CLEARWATER, roOT, AND All APPUCABLE AGENCIES. 13. ALL DISltJRBED AREAS 'MllilN PUBUC RIGHT-OF-WAY TO BE RESTORED TO ORIGINAL STATE OR BETTER. 14. lliE BARRICADE UMITS AROUND TREES TO BE RETAINED MUST REMAIN BARRICADED lHROUGHOUIT CONSTRUCTION 'MlH ONLY HAND LABOR AND/OR SMAll GRADING TRACTOR PERMITTED 'MTIiIN lliE BARRICADE UMITS. HEAVY MACHINERY IS NOT PERMITTED 'MlHIN lliE BARRICADE UMITS. LEGEND ( :" ::~);') ] '.. :~,^ ,,:t-i_. ~,:"-,;i ,," '..r. . .. ,. ' .., .......'.'.>.' ~ '., ,.'" ~ PROPOSED HEA Vf DUTY ASPHALT PAVEMENT " ~;~~;:',.{ ~.t~~~;~{.::~ PROPOSED CONCRETE --x-- EXISTING FENCE -X- PROPOSED FENCE PROPOSED CLEANOUT PROPOSED SANIT MY SEWER PROPOSED WA TE.R SERVICE LANDSCAPE AREA s w <D '$:, t- .,;;. ,-" If', ' ~:. PI~ELI~AINI\f<Y 'f Y" NOT FOR C()NSTf~lJCTl()r a George F . Young, Inc. ARCHITECTURE. ENGINEERING. ENVlRONMENTAL LANDSCAPE ARcHITECTURE. PLANNING. SURVEYING ST, PETERSBURG. TAMPA. BRADENTON . NEW PORT RICHEY. GAINESVILLE RESPONSIBLE OHlCE: 299 9th Street North _ st. Petersburg Fl 33701-0683 fel,: (813) 822-4317 tax: (813) 822-2919 o DATE: " ',~ ~, '" "t"" ., " :-,~., Since 1919 IAT ' REV I S IONSI 1. REVISED PER ARCHITECTS REQUEST 8-203-99 2100 FIRST AVENUE NORTH JOBI SUITE 100 BIRMINGHAV,AL 35203 99-13-0099-00 PHONE (205) 252-8222 FAX (205) 252-8899 DA TEl PROJECT: AMSOUTH CLEARWATER-DRIVETHRU SITE PLAN THE OFFICE OF PETITJEAN & KENNEDY ARCHITECTS. INC. 8-23-99 DRAWN. M.R.l CK: O.F.E T I TLEI GTE 7 WAY UNDERGROUND CONDUIT SYSTEM Wl1 - 72 PR FlBER OPTIC CABLE Wl1 - 12 PR FIBER OPTIC CABLE Wl1 - 8 PR FIBER OPTIC CABLE W/2 - 1800 PR CABLE Wll - 1500 PR CABLE Wll - 900 PR OUT OF SERVICE CABLE I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I~ ,=1 I~ 19 . '~I 1<'1 .. l.() 'If) ..........., J~- - --e-I I' II I I I I I I, I I , I , I I I I I / + I :;> I I -> I ", I , , er:- I , J") , , 'n lilt i ..~N i I q J I~ ElGSnNG i~ f1RE HYORAN r~), rN '-' ..'" I I ~SnNG 6 SIDEWALK . ,ope vrt; ; L-t----: I, --~ --- --~ -- --- _ -:~--'-- ~ NA..:'-~"~__ ____L ___ II ; 9 ~8 9..Hi:-- " ." i-i'';~V 25~~1- :: ! -, ='YC~t~---=~ ---- --- - -, '0. Q;P srORv~---. -~ -~ --, '.' ---- 'N ,NV 2665J ~;-0l- _ _ _ _ C~~li]b~ _ __ u ~~~~~_ _~~~~~!_ S~_~~ryVf! ~ __ 4- GAS UNE DRA\/l~ . r--------------- ---------------------_____________________ ! THE OFFICE OF PETITJEAN & KENNEDY ARCHITECTS, INC. 2100 FIRST AVENUE NORTH JOBI SUITE 100 BIRMINGHAM, AL 35203 99 13 0099 00 PHONE (205) 25Z-8222 - - - FAX (205) 25Z-8899 DA TEl 8-23-99 3. SYM130lS 6 fiRE HYDRANT . CONCRETE POWER POl! & WAitR VAl~ . Vl';)OO POWER PQE qz) WATtR ""EitR -'~- UGiT PQE ~ FAtlcrT 'I @ ( GUYANCHQR CAMPHOR TREE !II t./ONITORINC WElL ~ PAL'" TREE D CABLE fE1..CVISION 00)( a TR\.IS 1R[E -~ SlCN fX t;J t.lAll80X PINE fREE 1\ Ttl..EPHONE oox CYPRESS TR(E i () TU.Ef'HONE MAN/1Ol.E OAK TREE ELECTRICAl MANHOlE 0 TREE - Oll-iER SANITARY MANl-I(tE 0 ORNAMENTAL PlANT @ STORIIl MANHOlE W E . POST ELEC fRlC O\J TI.E T\fl.OOOUGlH s 20' 0 ~ 10' _20' r l - l GRAPHIC SCALE 1" == 20' PAVlNG. GRJ\DING. & QRAINAGE NOTES 1. ALL SOIL EXCAVATION, BACKflLL AND USAGE TO BE DONE UNDER THE RECOMMENDA nONS OF A CERTIflED SOIL TESTING LABORATORY. 2. ALL UNDERGROUND UnunES INCLUDING CONDUIT FOR UTIUTY AND IRRIGATION CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 4. CONlRACTOR TO VERIFY ALL PLAN DIMENSIONS AND SITE CONDIllONS, NOTIFY COMPANY REPRESENTATIVE TO ANY DISCREPANCIES BETWEEN SITE CONDITIONS AND INFORMATION SHOWN ON DRA'MNGS PRIOR TO COMMENCING WORK. ALL CONCRETE OUTSIDE Of FDOT RIGHT-OF-WAY TO HAVE A MINIMUM STRENGrn OF 3000 PSI 'MrnlN 28 DAYS AND TESTED PER THE CITY OF ClEARWATER REGULATIONS. GRADES NOT TO EXCEED 4: 1 RATIO 'MmOUT NOTIflCA TION AND APPROVAL OF OWNER AND ENGINEER. ALL DISTURBED AREAS TO BE RESTORED AND SODDED 'MTI-f BAHIA SOO. 5. 6. 7. 8. CONCRETE PAVEMENT MUST NOT ENCROACH 'MnilN 5' OF EXlSnNG "TREES. 9. CONTRACTOR TO INSPECT EXISTING STORM PIPE AND CATCH BASIN FOR OBSTRUCTIONS AND PROCEED 'MTI-f CLEANING UPON NOllFlCA TION TO OWNER AND ENGINEER. llilS PARCEL IS LOCATED IN ZONE .X. PER flOOD INSURANCE RA lE MAP FOR PINELLAS COUNTY, FlORIDA, COMMUNITY PANEL NO. 125096 0015 0 MAP. DATED AUGUST 19, 1991. 'niE EXlSllNG BACK OF SIDEWALK DRAIN SLOTS ARE TO BE BRICKED SHUT OR AS DIRECTED BY TliE COUNTY HIGHWAY INSPECTOR. 10. LEGEND F~::: '~'l ~,'~~~,~,~::,;, ~': J -: ...:~,' '.'~ ". ..... ':~ " '. :. ........ \ _". v:..:., ' l.-. ." "...- ..' .-.) ),<',(, - -.~" i>~.i c PROPOSED CONCREl!: PROPOSED HEAVY DUTY ASPHALT PA~ENT --- SILT FINCE EXlSnNG ElEVA nON }28.401 PROPOSED ELEVA nON y"28.4 INTERPOLA TED ElEVA nON --.......- SHEET FlOW -- SWALE FlOW H.P. HIGH POINT PRELlMINA ny_' , f\JO r ,.. -. f\, r( ,"" George F. Young, Ine ARCHITECTURE. ENCINEERING . ENVIRONMENTAL LANDSCAPE ARCHITECTURE. PLANNING. SURVEYING , ST. Pe'TERSBURG. TAMPA. BRADENTON . NEW PORT RICHEY. GAINESVIIU RESPONSiBLE OFflCE: 299 9th Street North St. Petersbur9 f1...33701-0683 Tel.: (813) 822-4317 fox: (813) o T' i\ l: 1'"~ r '.~~: ;~,:')~ Since 1919 DRAWN, M.R.l PROJECT: AMSOUTH CLEARWATER-DRIVETHRU GRADING 2< DRAINAGE PLAN REV I S IONSI 1. REVlSEO PER ARCHITECTS REQlJEST 8-23-99 CKI O.F.E T I TLEI - '," 't' ~' GTE 7 WAY UNDERGROUND CONDUIT SYSTEM Wl1 - 72 PR FIBER OPllC CABLE Wll - 12 PR FIBER OPllC CABLE Wl1 - 8 PR FIBER OPllC CABLE w/2 - 1800 PR CABLE Wl1 - 1500 PR CABLE Wl1 - 900 PR OUT OF SERVICE CABLE I - --............ f:XlSllNG D'" ~ S:~r I,~ 'f : ,"" l \ ~ -1- \ \ INSTALL WYE SERVICE TO BUILDING SAN SERVICE (SEE ARCH PLUMBING PLAN) 'vmIFY INV. PRIOR TO CONSTRUCllON I I I / , I I I I I I I I I I I I I I I I , I I 1 I .. ,I ,~'l' ............, sx-- :-::.=-....:=::::======--~~-== - RELOCA FlRE H)1)RANT (BY CITY OF ClEARWATER) 92' % _ .-e-r +- La..J :::> z w > <( z . 8 ~d o 8 . , I I~ 1=1 l~ \ 19 'i I I I .. I ;-1 1<'4 ',(J) , ' 'I ' , SINGLE '\VING INLE rl I I ' 0 [DMf'f .32,66~-j I I ' " S INV 21.53rr-- +-------- 'IV iNV 27,58 I ,I ,I ---- II I~ 'I I I a::: c.J II 1'1 O~ t , I It' /I ,I Z~ I I :l N I I I INSTALL 109 LF. Of I I 3/4- PVC WATER UNE I I II CANOPY . - 1 I I I t I I I _J ~~ 09 ~- 0:::> 0... CD t l- . w.. I ~2~ 1.. llJ r0 r<1 ~- <l: g> , cr f- C fJ - E-6( X c. 141 · ;S~ .~r . 3:: I I~ H-" INS'TALL 29 LF.OF 4- PVC DR 35 SAN SEWER 0 1" MIN. INSTALL ~J LF.OF 6- PVC DR 35 SAN SEWER 0 1" MIN. ~ if') ~ _J.. I , -;.' ,,~\ ;;1, I I ~I ~ (; " I ~: *1 ~I ::: illl : : ': . -/ III I I \ , CONTRACTOR TO llE NEW SANITARY I ,'\ ' I' ,. I TO EXIST 6- LATERAL VERIFY PRIOR LI I I. TO CONSTRUCllON · li~\ , ' j' I t ;-q<'4 I " " ' \ ~ 92'% t" ~fO~n~*ALK EXISTING ~ I I ' N 8913'44- W(M). FIRE HYDRANT.<} ~ I: I >~. ,01., i · 'L.~ . ..~6~~1??~}~~~c'~" FPC M~: : ':'" ,,-f------: I I ~~~~LRU~~~_~_~~~~:~ ...L. ' I ' ' l..',' . . I I ~ _ _ -: _ _ _~ .._' __~__ _ tr ~NllA~~ ~_ _ _ " ...... " ' -~MI:~~~~~ir~r- - SMH~ J~-- . ...... ~LJ\URA "Os~~m~~~;- (~~ ~~;~;~~ c.~ Ll-0 - - - -' INSTALL NEW 3/4- WATER METER - - - - - - - 4"GAS liNE - - ~ - - - - - - - - c!c BACKF10W _PREVEN~ JBY _~_____ CITY OF t;fDJ1.WA TER ----------------------------------- ~ INSTALL 53 LF.OF 6" PVC DR 35 SAN SEVYm 0 1" MIN. ~. \ THE OFFICE OF PETITJEAN & KENNEDY . ARCHITECTS, INC. 2100 FIRST AVENUE NORTH JOBI SUITE 100 BIRYINGHAM. AL 35203 99 13 0099 00 PHONE (205) 252.8222 - - - fAX (205)252.8899 DATE: 8-23-99 .,:.\: UTILITY NOTES SYItIBOlS <> fiRE HltlRANT . CONCRETt PO',l,{,R POlE e WATER \lAl~ . VoO:l() P<lwt:R, POlE W WATER METER -'f:- UGHTf'Q"f ~ f'Avcrr " ~ ( GVYANCHOR CAMPHOR TREE [JJ t.lONlTORING wtLL P ALI4 ME D CA6t..E ~SION BOX OlRUS ME -v- SIGN f.;1 MAilBOX ~ PINE TREE .n. TEt.E:.PHONE BOX CYPRE~'S TREE ~ ~ TE\..U'H<X>IE MANHOlE OAK TREE El(CmICAL MANHOlE TREE - OlliER SANlTAAY MA/'>IlAE (:) ORNAMEN TAL PlAN T @ STORt.l ~E W E . POST ... UEemlC OlJlt.ET\f1.000uGHT -()O ',' s 20' 0 10' ~- I GRAPHIC 1" == 1. ALL MATERIAL MUST BE APPROVED BY lliE CITY OF ClEARWATER AND OR PINELLAS COUNTY UllUllES DEPARTMENT. 2. SEWER PIPE SHALL BE INSTAlLED 'Mill A MINIMUM OF 36" OF COVER. J. A LATERAL SEPARATION OF 10 fEET 'MLL BE MAINTAINED BETWEEN lliE WA TER MAIN AND SEWER PIPE. IN CASE OF A CROSSING A VERTICAL SEP ARA llON OF NOT LESSmAN 18" WILL BE MAINTAINED. 4. PIPE WILL BE LAID ON DRY UNDISTURBED SOIL WET UNSUtTABLE MATERIAL 'MLL BE REPLACED WlTI-f COMPACTED SELECT BACKFlLL MATERIAL 5. BACKFlLL MATERIAL 'MLL BE SooDLY TAMPED AROUND UtE PIPES IN 6. LAYERS UP TO A LEVEL AT LEAST ONE FOOT ABOVE lliE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFlLL WILL BE COMPACTED TO 98" OF MAXIMUM DENSITY TO mE PROPOSED PAVEMENT. 6. CONTRACTOR TO SECURE ALL NECESSARY PERMITS FROM CITY &: LOCAL AUlHORlllES PRIOR TO CONSTRUCllON. 7. ALL WORK TO BE DONE IN ACCORDANCE Vt11H STANDARD PLUMBING CODES, CITY OF CLEARWATER, AND PINULAS COUNTY. 8. CONTRACTOR TO FlELD VERIFY THE INVERT ELEVAllON OF THE EXISllNG SAN IT MY SEWER GRAVITY UNE TO BE llED INTO PRIOR TO CONSTRUCllON. 9. EXISTING WATER AND SEWER SERVICES TO BUILDING ARE TO REMAIN IN PLACE AND IN SERVICE. 10. ALL RIGHT-OF-WAY INSTALLAllONS 'MLL BE IN ACCORDANCE 'MTI-f PRACTICES REFERENCED IN TIiE STATE OF FlORIDA UllUllES ACCOMMODAllONS MANUAL ALL EXISTING UTILITY LINES ARE TO REMAIN UNLESS OTHERWISE INDICATED ON PLANS. Since 1919 DRAWN: M.R.L PROJECT. AMSOUTH CLEARWATER-DRIVETHRU CKI O.F.E T I TLEI UTiliTY PLAN c.o. o LEGEND PROPOSED CLEANOUT (SEE DETAIL SHEET C-6) 20' lY SCALE 20' P (< ELI J'" I ~l~\ ({ '( )~ . NOT fOR CC)NSTRUCTIQN' George F. Young, Inc. ARCHITECTURE. ENGINEERING. ENVIRONMENTAL LANDSCAPE ARCHITECTURE. PLANNING. SURVEYING ST. PETERSBURG. 'rAMPA . BRADENTON . NEW PORT RICHEY. GAINESVILLE RESPONSIBLE OfFICE: 299 9th Street North St. Petersbunl fL 33701-0683 TeJ-,: (813) 822-4.317 tOx: (813) 822-2919 P VE ATE: REV I S I ONSI 1. REVlSEO PER ARCHITECTS REQUEST 8-23-99 i-\7,'{,i':-,,-.' USF# 7621 HANDHOLE COVER ~t.:B X 24" CONCR\ r AND RING; MARKED "s" #4 REBAR \\. \ r 4/1 ~~~~ ,., ~.,,, I...,. .... ~,,~ /.~ 4' FEMALE ADAPTER I ~ .:. t-JI ...D... [b'. " '.1 AND THREADED PLUG -- ...... ,-- t 4" PVC - 1/8 (L-- BEND __11 , c7 4" . . I I . I OR 6/1 " Y /I, 2-'vIAY "T", OR SWEEP " T .. 4/1 OR 6" ---- PLUG NOTE; 1 ClEANOUT ASSEMBLY MAY HAVE CEMENT WElD JOINTS USFI 7621 REQUIRED IF LOCATED IN SIDEWALK OR DRIVEWAY. I.... 18"--+ NOTE: IF EXTENSION IS REQUIRED USE 6" C-900 ONLY, OR MANUFACTURERS STANOAA:D FOR H-10360. SANITARY CLEANOUT H.T,S,. P<?;t (Options: 2" x 4" d- 2~ Min. Dla. Wood; Ste';l <s c;. -4 ~~~., - I Optional Post PositioI't8-----...." <0" Principlo Post Position _ r ""';---- (Canted 20' Toward Flow) i Fater Fabric (In ],,1 1 Conformance With ~ vf-;;; ~ /Sec. 985 FOOT Spec.) > lc::~ Fn ter Fabric y . ~-, V ~~O. · ~u==-=-s -~[f ~ 6' Max. . (LEVA nON SECTION -t------ - --- ., +. ". ~;~:-. -,. . ...~:~'~ - '" -" '" ) _ r.~ ". -- _ '~ ~'-; "" r - ril) ,.~-, TWe ,.."....'" Silt fence Protedion Around Ditch 8oltom tnlets. Do not deploy In a manner that silt fences will ad as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbIdity barrIers used at permanent bodies of water. Note: Sit fence to be paid for under the contract unit price for Stoked Sat Fence (LF). SIL T FENCE OEr AILS N.T,~ NOTE: 1. TRENCHES LOCATED UNDER PAVEllENT SHAlL BI COWPA<:''TED TO 100" or llAXIVUN DENSITY BY A.A,S.H.T.O. 1-99. WETHOD C. 2. TRENCHES NOT LOCATED UNDER PAVEllENT SHAlL BE COWPACTED TO A FIRWNESS EQUAL TO mAT or THE SOIL ADJACENT TO THE TRENCH. 3. REPLACElaNT or PAVED SURFACES SHAlL BI WADI IN ACCORDANCE TO APPUCABLB LOCAL REGULATIONS. msI'INO P AVDWfI' -=- ~.7 v,"~~ K.~"V'" .---r-1 /~, ~<< ~/ /.<V msTllfG ROAD BASK '?(~/' ~~ x:,z % ~ ~ ~,~ ~ z.~ ~ ~ ~ ~ ~ ~ ~\ ~ ~j ~~ ~ r% ~ ~ la- ABOVI ~ ~J' p~gro~m .; ~'\ a. LAYERS ~ ~ ~ ~ ~ ~-+ ~ I .~~\ K<"~ ~~ I AAU' 'I ~12 ): ~ ~ ). ~'Z< )~ ~..# ~< COllO'ACT IIf - v;~ 3. LAYERS , /..<< ~ .~ L ' %~ A '<<!: , /~~~Y~/<<Y/A'/~V~Y1<'~V ~,,<.(,,,,, ''<.(\'~~l -1a---.. ~~ - - 12"--1 coW}' ACT IIf la. LAYERS TRENCH BACKFILL DETAIL N.T,S. DRAWiNG . THE OFFICE OF PE'fITJEAN & KENNEDY ARCHITECTS. INC. R==1/2" ~ . lO r/~~<<<<<<<<<~~/(~/<~ " /"\: /~ /).:.. / ~ I ~ COMPAClED . 8ACKFILL "') > 3000 P.S.1. AT 28 DAYS 6" ... - / R==1" ':.J t 7 ~/8" - *.--15/8" --.3" .)"--- ~t~i -r[ 2" I" 6'-0" ,--- NO. · aAR 12" IN LENGlli ./ /' ANCHOR ROD, 2 REQUIRED 9/--------+ · ~--- ~. PER ""EEL STOP PROFILE SECTION 2 - NO. 4 CONT, - DOWELL HOlE CAST iN 3/4" O.C., 2 REQUIRED PER WHEEL STOP, o / if ~ t- PLAN - WHEEL STOP DETAIL ltl'i 1.5'/1.0'/.080 STADARD -- . ALUM. HANDICAPPED PARKING -:; SIGN TO READ AS SHOW 'M rn -= IDENTlFlCA nON Sl'lABOl. 80l T -::- TO STEEL ruBE w/ 3/8" .....-:. CADtUM PLA 1m NUTS, BOlTS & WASHERS (SEE DET. BElOW) 2" /2-/.188 S 11.. ruBE - E.XTEND INTO CONC. FILLED PIPE 2.0' PROV1DE WELDED WATERnGHT CAP. PAINT P.&:L. 18118 -BLACK CorFEE" / I'-.. 6" ~ sm. S11.. PIPE FILLED W /CONC. II II 1,1 II II _ II II II L..I ~~ ~ 'J ~ ~ PAINT PIPE 8ASE YElLOW -- PAVEMENT / / / / / / .~ :'" .. .. , , ," ,,', I . ' ...1 ." r . . ,f I -vTR ' : f'; 16-14" LONG 8ARS .~ ,I I.. EA. WAY THRU PIPE >~'~ :', ~ .~ ;., 1.5' CONC. 8ASE I " A .,l...._J, e" VERTICAL CURB & TYPICAL LIGHT DUTY PAVEMENT SECTION H. T. s. 0.063- STEEL SIGN FTP-25 ~ . ~/. TOP PART WHITE REFl.ECTORIZED BORDER AND LEGEND. BLUE REFlECTORIZED 8ACKGROUND. BOTTOM PART ," SERIES "c" (F,D.O.T.) BLACK LET1ERS. BLACK BORDER AND WHITE REFlECTORIZED BACKGROUND F TP-55 mor INDEX No. 17355 , 1/2" _ FTP - 25 1'-6- x 1'-0- 1/2" BORDER - 1-1/2- RADII 12" . N " -U :'\ - I PAA<W BY DISABlED / PERMT ON.Y ~ . lO - ~K== GAL V. "u" WE FlANGED STEEL POST. SIGN SHALL CONFORM TO TIiE AMERICAN DISABIUTlES ACT or 1990 . o I }.. rCP.ADE ,,," "" "" "" '" ";~Wg. " HANDICAP SIGN/POST H.T.S. - " " " "" , ,.... . " " ... " _ J " (ILl' , I .- "" ,-'M,EEL STOP (TYP.) I L I I ~ 00 ... t- 3' SHEET ~+~ 12' ~. I~~ ~J}.j <\ ~ \- I ~~i ~j;'j EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTliNED iN 8lUE PAINT, AND SHALL BE POSTED AND MAINTAINEDMn~ A PE.RMANENT, A80VE- CAPTION ~PARKING BY DISABLED PERMIT ONLY," OR BEARING 80~ SUCH SYMBOl AND CAPllON (SEE FlGURE FTP-25). SUCH SIGNS SHALL NOT BE OBSCURED 8Y A VEHICLE PARKED IN lliE SPACE. ALL HANDICAPPED PARKING $PACES Musr BE SIGNED AND MARKED IN ACCORDANCE 'Mill lliE STANDARDS ADOPTED BY THE DEPARTh4ENT Of TRANSPORTA nON, AND INClUDE A CONCRETE 'M-lEEL STOP AND HANDICAP PAINTED Sl'lABOl ON PAVEMENT PER CURRENT A.D.A. REQUIREMENTS. HANDICAPPED PARKING DETAIL It T. s. DRAWN. M.R.L CKI O.F.E 8-23-99 PROJEC T I AMSOUTH I . TO in .t -f- it> N '\ -- in ,.-j -[2" , GlWiI ~ .l~ '" h lIlQf. SPBC. OOYBI ~T , , , nTER lW1f . (UP. OR '.v.e,) ~ I I I I \ "".6 ' 18- MDt. VJ:R'11CAL CL. ~"= ----0' GlW>I-.....,., ., .~ .. ~1~'I;:;:;l'~ISISIIrn<'1rn< - ( o ~~' GRAVITY V.AIN VERTICAL CLEARANCE HORIZONTAL CLEARANCE ., w . . ~~ .\\\ \\ L 1 1/2" ASPHALTIC CONe. 1l1'E S-J 6" L1MEROCl< BASE COMPACTED TO 98% MAX. DENS! fi. 12" COMPACTED SU8GRADE TO 95~ I e I.".,,., 'rr" ,. ....rm liWlf "- .. 10' 10' -- "- -((-t-~[ -~, , )T r ....n:a lWlf (l).1J'. 01 "',C.) ~ ,. "-"i/" ~-" · "/~Wl- lCONe. INCASDID1' or '.C.P. CONe. ~ or au. SUD " ox P'~ ..una ~ ~~ ::mr ..u _ -. .... 1IliJ:II' THI VlR'l.'ICAL CWRANCI .-.. BI'J'1r!ZN fA1U '" sno lWNS C,I.P. OR D.l.P. 13 \I8!D [If PUCI III Ie- OR LESS. or V,C,P. 011 P.t.C. roB A liDH. or 10' UCH n:t rtlOY q, or fAn:a lW1f u,- OR LISS VIRT1CAL CL. ~ ---- "" 1=1 l ARJJ3 it' 10" WIlf. BORlZO.NTAL CIZAIWfCI IJO~ , ') V.C.P. OR P.l.e. SAlf. SI n:a GIU.Vl1'Y' YA1lf WATER MAIN & SANITARY CLEARANCES LE~ ',C.P.. VITRlftEJ) ClAY' PlPI P.v.e.- POLYV'Y'NIL CHLORIDI D.l.P.- D~ IBO~ PlPI BrrtrIZlt WAn;a '" SIftR lWN3 IS Ie- OR LISS. WATER & SEWER LINE CLEARANCES IQ.T.S. r- ml A L m--l - CUR8 '~ SPILLWAY VARIES I (SEE PLANS) I ~.- ,..~ -1'1 '~ L.J ()~O..<>" S';()('lf-At~-1.s-' 3'-0- 6- ~'/C:1'''<> ~ t.. -- -- qo~\,\-1~ ~s t \I -1" 1 , '. ' '~-~.4~ , 6"-1.t v CLEARWATER-DRIVETHRU DETAILS T I TLEI George F. Young, Inc. ARCHJTECTURE . ENGINEERING. ENVIRONMENTAL LANDSCAPE ARCHITECTURE. PLANNING. SURVEYING ST. PETERSBURG. TAMPA. BRADENTON . NEW' PORT RICHEY. GAINESVILLE RESPONSIBLE OfFICE: 299 9th Street North St. PetersblJr9 Fl. 33701-0683 ' Tel.: (813) 822-4-317 fox: (813) 822-2919 o DATE: ~ Since 1919 )ESK,NEI>: Q,F,E, JRAWN: M.R.L Ii(CK[O: J,P,B. sm FtE ./ F.S. 318.14 ./ ~ ..,j 2100 FIRST AVENUE NORTH JOBI SUITE 100 BIRWINGHAY. AL 35203 99-13-0099-00 PHONg (205) 252-8222 FAX (205) 252-8899 DA TEl .. 4'-0. -- 6"-- - J'-O. -- - 0" 1 .[0" .~ G+____=-J..~ 10' J ~6" x 6" 10/10 W.W.F, 3000 PSI CONCRETE Pf<E:LIJ'AI i\lf\f{Y ~~or FOR C()NSTBUCrrON {?,,>,:,!(. ; ., .. ., ., ., ... .. ... .... ... ., ., ... ., ., A ~ .. ... ., ., ... .. .. .. .~ ., .. .. .. ... .. ~ ... ... ... .. ... .. .. ... ~ .. ..... ... .. ... .... ... .... .... ... .. . ... '" .. .... .. .. .... .... ... .. ... .... .... .. ... .. '" .-tr .. .. .. .. ... ... if .. ... ., .. ., ... ... ... SECTION B - a. FLUME DEl AIL IU.s. DAT: SCAI .[: 13-:Z->'-~'l t -2Q: , REV I S IONSI 1. RE\1SED PER ARCHITECTS REQUEST 8-2J-99 .'". '; ,7(,,(,. ,u~, u ,,:,;\:::~ c ,/:'\:.~ ';,!7 , ~,t /~.;. '''', f;"l ,; ^'./( '" ' ~;<{ ~:, {;.~, , > ,""~ \ f.' ~:< ,I,:;,;" ~ ',: ( ",';~" ,.' <.;t: '" .>',i~ , ,,'2 : ,. :~.; . .' >t-: , ,,,,:,; ::,,~ , "'~: ,~.~/: ;'~' {~~", ': 1:'/ ;~~ , '\1"1 ~ ,),j; ,.' ;,'"i ! '," f"i ~.<. ;,~ i(" . ,;;:: " ~. , ';.", ',' ".> ;',') "i. . , ,~ :i' , " , ",1 ',; , ,': .." ..,~:~;~ ,; :;:' , ;,.:',1' '. ,,' -,!', . ; ',:, ., " ~ ,,/ <',:' ., " ; ." " ." . >,-, .' '.' " " .. .. .. ... ... .. .. ... .. .. ... " .. '." ., . ,.f l~ . "t': : ,,:./ y . .'.", "'~Y~,' ~. ... '~! , U:,:i"~ if " ii' II'."";:'" Pi,' , ('~"" , . I ' , , ,', v~,l-,.. ,II f,; ,) ...',. \)~ ",t,f:i1- h 1;,;"+,,, , ..' .....nd" fI.y~. '..'I'fl',' ,~,.- .. ..c r~'':'''~'.H'. - .... ~ 'Ii' ~..... ..,!" ,'. .';~ ," 1;" .'\ Jo'lirJf I~:".. ?- '.. ""'i ! .. ; oj, ') ~., ",lI';".,~. '~, ., .' . ,:: .~ . . (,..' $1'4 ~.J, .-~ .~. ", ,,1 rh j' (~/~b;:AL~~>~~';l1" 1':: YlA'VlNJ'l,~<. i~f."..~;;'~:) I i(~~;{@~r.;~~ ....~~:>i c' ''''i' tkJ~~ iJ'~ t.~..~;~, ,:" '11J ii" .'\ :.' ; r . ,i'I.." '\1,. ..'t.. .., ,J!, ,'" ,:u, ;"';'" 1 "'SHEE'r!,;"~lfe~~,.:'ii:~l '::~i\ ..,IJ ."$'.,(:; C... ~; .":,:: tflj;ii,~~ Of ',..,~" fl~ .. ,..,. .:,i:;' ?~;~t~7~ k~j ~XlSnNG 6 ~:A~ .~ j I 0:: l_ ~ N --':=-==C.7==-="",,~ ~~ ~~ ~, SEE SPfNCER NV .J<.N4A m PLANS FOR PERtlETER PLANTNG .. tfl 'tf) '-"" .x---- - w :::J Z 'W > <( I' <(, -.J ' o w () (/), '0', I ~ 0:: ':i 1 o~ ~ z~ , ' + <- '( CY ,_[) uJ I @ :-: c 4 . , i 'I ~ : I ~ t "I ~I ~ ",I :> .0 ~I \3 "'1 ~ o 0 .- ~ I \ I .... I. . i I 'I '~I SOD A i " ~D 'x' jurr"sTO,1r89' .- WCMr.- , I ',' _ ~. +iGN . · . I I ' ~---- --_____<L.__A.-' .' .' i' . . : L f:---------.t.-, ______ ______ __ ~~_c-_ ~~~A ![RUN~_____ I 4 - - '--~- -- - ---- ----- ---', - - ' ' ~'1~r~---;~7-~~] ... LAURA "stREET -(,44' R/, W, )-- Lf~'~_~_ ~~_ ' ' ,------------------------------------------------------------------------------- THE OFFICE OF PETITJEAN & KENNEDY ARCHITECTS. INC. 2100 FIRST AVENUE NORTH SUITE 100 BIRYINGHAlI. AL 35203 PHONE (200) 202-8222 FAX (205) 252-8899 JOB: 99-13-0099-00 DATE: 8-23-99 LANDSCAPE NOTES <> fIRE HrQRANT . WATER VAl\t': .g WA T(R ME TER ~ f'AUCU ~ CAMPHOR TREE , P AU4 mEE CITRUS mEE o PINE TREE );t. CYPRESS TREE () OAK TREE o IRE! - 0 T\;[R (;] ORNAMENTAL PLANT PO~T l ALL GREEN SPACE AREAS NOT SPECFEO OTI-fRWS: WlL BE SODOED WITH ST. AUGUSTN: 'A-ORATAM' SOlO SOD. 2. A R.UY AUTOMATlC RRlGA~ SYSTEM PROVDm lOO'Kt COVERAGE OF ALL GREEN SPACEa. SHALl BE MANTAta>, NO CONTROl VALVES OR MAN..N: SHAll. BE lOCATED N R.O.W, AlL RRlGATION ~EADS WI~ R.O.W. SHAll BE NSTAllEO ON ~Y PPE OR EQUAL C~TE WITH G.c. FOR MTAlLATlON Of CONTRCUER. (REHR TO RRlGATlON PlAN) 3. SEE SLRVEY FOR ADDITIONAL t.FORMA TlON REGARDING THS SITE. A. ALL TREES WHCH FALL WI~ SODDED N4?A SHAlL BE MJ.OEO AS FOllOWS. PROPOSED lAN)SCApE TREES. SHALL HAVE A 4' DlMElm MJ.OID RNG. PROPOSED PAlMS AND CONFERs. SHAll HAVE A ~ DlMETER ML01EO RNG. EXlSrNG TREES. SHAll HAVE A 4' WDE MJ.CHD RNG AOOID AT n-E BASE OF n-E TREE. 0. NN ~ DlSTl.R8EO OUTSVE LMTS OF SOD (PROPERTY LN:) SHALL BE SOODID WIlH BAHA SOD. (). NOTE TO CONTRACTOR. TREE BARRICADES AN) fROOON CONTROL ~SWES. REOUREO TREE 8ARRICADES AN) EROSION CONTROl MEASl.R:S MJST REMAN INTACT nROUGHOUT CONSmucTlON. 7. TREES MJST BE PLANTS) WITHN A MN..t...t.4 O'x1<Y OPEN SPACE wrrn SUTA&.E GROLNXOYBt TREE MJST NOT BE PLANTID Wln~ MAtHfNANCE EAseJ8.4T8. 8. EXOTIC SPECES. MY EXOTIC SPEas, LE~ 6RAZUAN PEPPER (S01NJS ~THFOUJS} Plt<< TREES (M.l.ALEUCA QUNQl.JEf\mVIA~ AN) OHSE TAllOW (SAPW SE8FERlM) MUST BE REMOVED AS A CON)tTlON OF &TE oevaOPM:NT. 'MERE ~SSARY DUE TO TH:R PROXMTV TO PROTECTED PLANT MATERIA~ HAN> REMOVAL WLL BE REOI.MO. SHOltO MS REMOVAL BE TO A DEGREE mAT A POTENT1AL FOR ffiOOON IS CREAIID, TH: mA MUST BE STABUZEP Willi SUT ABlE MATERIAL Q. TO ENSURE THAT PROPOSED PlANTING DOES NOT COI\fUCT WITH lOCAfIONS OF PROPOSED SITE UGHTNG, IN'I>SCAPE CONTRACTOR SHALL COORDNATE Willi UGHTNG CONTRACTOR. PLANT LIST SYM arv 60TMlCAl NME fREES AN) PAlMS SPECFICA noN . REMARKS COM\1ON NME U MG Q 1 _~~~~_~_~~~a:or~ TUSC~~_MY~TlE___n__ _8' HT.__~~_~_,!_~~~ ST_~~~_<:?NT~_____ __~Ia g<:rd1ora SOlffi-lnN MA~ ___~~___ &'.10' H!~~ SP&... 2' C~_~_~_C<?NT._ srnuBS AN) GOOlN)COVERS RI ---- vo --_.,- SOD A _._--- SOD 8 ,R~ hdca -- - Vb.m..rn odoraWwn ---~- Sfenok:JpM.m 8&CtrIdatm p~ notaUn DWARf WIAN HAWrnoRN SWEET V~ ST. AUGUSTN: A.ORATAM SOD 8AHA SOD lb'.la' HT.x lb' SPR, 3 GAL, 24' O.c. -~-~-_.._'-~~""---,--_.- 24' HT.x 1&'.24' SPR. ~ GAl., 30' O.c. ~~~--......--------~.._-~~_..~--~_.__. .------- ._--- SOlD SOD ROU.EO AN> BOlTm ~~ SOLD SOD ROllED NV BUTTED M -,--- n Since 1919 DRAWNI M.R.L PROJECTI AMSOUTH CLEARWATER-DRIVETHRU T I TLEI LANDSCAPE PLAN CKI W.J.R. 5 YM80lS -~ f,;J 1\ ~ @ .1, --{Jo 'I' ., ....-....:".~ '.J'~ ;" . ew<:RE T[ PQ'o'.tR POlE . ~ POWER POlE -'~ , " e [tJ a UGH POlE G\JYANCHOR f.lONlTORLNQ WElL tAM 1U.E\1S1ON OOX SIGN t.lAIlOOX 1U.E?HONE OOX 1l.'lf..PHQNf MANHOlE OLCTRI<:AL hW-IHOlE $ANI T MY MANHOlE STORM MANHOlE U[C~ OlJTlEl\flOOOUGHT ~ taJ (I) GRAPHIC SCALE o 10 20 40 L '1 ~' I (INFDT) 1 Inch :a 20 ft. PRELIMINARY NOT FOR CONSTRUCTf<'pN George F. Young, In'c. ARCHITECTURE. ENGINEERING. ENVIRONMENTAL LANOSCAPE ARCHITECTURE. PLANNING. SURVEYING ST, PhiERSBURG. TAMPA. BRADENTON . NEW PORT RICHEY. GAINESVIL~ RESPONSIBLE OFFleE: 299 9th Street North St Petersbur9 F1.. 3J701-068,} Tel.: (813) 822-4317 Fox: (80) 822-2919 APPROVE ATE'.; ATE: REV I S IONSl 1. REVlSEO PER ARCHITECTS REQUEST 8-23-99 rTRlN< d _ TR\.N< ~ \~. STAKm PlAN NU, GUYNG PlAN N. T.S. -~~l!{t /J ~ . -.2 ,nwD r> GAUG< GAtV ~~ ~ ~l~Nf.Flf-^fID t:Z. """ ~ ~ ~/)T;..J FROM TOP ~ STAKE ~-~ h (~Y/7/1'-~. ~~~T:l~ ~, r ~=,~ llRANOES ~ ~ Il~ ~ ~ J ~11 ~i I ~ j":\ ~~-ql r==1 1 1=. .' - ~I~~~I ~1"1 }m:~::"''''~:!.~l:m''[JJ~ IJ~mll~: T~ V, C< PlANTt-.'G Ml< All 'm'-d! - '. - - 1-' - BlR.AP FROM IW..l AOOlN). WATER ~ 11 m ~~T r W~~ II mllfijl"W-~~ -'",-- IN>tSM6EO SllIlCAADE ~ 2X IW..l ~ J rD\AMRltI8ER HOse l)()UU STRAtD IWISTEO WRE .12 GA (3 W'i W~S PER TREE AT 120. NTffiVAlS ". ~ SPE<:FIEO ~~ EXTtN)8) 6EYOt{) SAUCER. I<EEP WOf AT LEAST ~ FROM TREE TRI..N( 4. 2XZ PRE~ TREA rID STAKES ({;llJAllV :PACID OOVEN H~M, Y A ~H\UA ~ 18' NTO THE SL6CAADE PRIOR TO BACl<FLLN3 ". ~ SPE<:fEO IvU.Gi EXTtN)8) 8EV0t{) SAuc.m. KEEP M.A.~ AT LEAST '" FROM TREE TRl..t1< ~' SAIJCCR ~. SAlJCf:R -- 12' ~ SPE<:fEO PLANING Ml< All MOlN). WAfER ~ TMP TO REMOVE AlA POCI<ETS WIUa . STAKE TO Ff?Sr llRANOfS AS tK'fSSARY FOR r~ ~T. · WH SHAlL NOT TOUCH OR RUS ADJACENT TRI..f'.I<S OR BRANCHES. O' DIAM ST AKNG 3 LA$S 6URlN WAAPPNG SPREAD r I i ~~~' ~/\- ~~I lit ~.).,.. ytiJ RAG W! WNR cP ~ .p' ~v- CIJARO S.s. 2 . ~~-""'""-,,' /~/ X ~?' ~~l' ~ ~ j d\~ 0 ~ - ~; I l~~ 11= ::~.::.:f~:f:ii:::~~r '. l~mlll~ I" nJ ~j t.. ,:{:::''':;:::;~F '. .' r~1tt ;;'x2'x-'O' ]~~ni~l1 m II ~ / '~U~III~ . .m, II l. , Ill' ~ 2X BAll ~ } ~- ; r TRf..N( ~ ,~ '~ ,~ PAQNG STRAPS fRCt.OS TO REMAN TEO AS N)fCA TEO . SEE NOTE BROW 1 1 , ~~ ~I\ ) I f.'b.'" P,T. pt.t: BAACi . , TOTAl. EaJAllV SPA<.'8) AROLtO TRf..N( AT 00. N'MT -~ 1\ REMOVE BOOrs FROM TW.J< AS N)fCA TE{) WRE 8Rl.Gf BI..m ~S ~T 8RAcm . SEe DET At ~ J- ". Of SPECFEO wrn EXrauo 8EVON) SAua:R. KEEP ~~ AT LEAST ". fOCJM TREE TRl..tI< ~ ~ ~ ~ ~ j ~ b.O~ ~ ~ ^.h ~ I- N'~O .-. M ~ ~ 3'1f :1\.,"1-1 n ~ :' ..'.., . :~: '111 Yf1, .III m~~~. ~ ';';~""l..f. :;::~B~l~1:iit '~~~" .. :D I.!lm1 rr ~~A~~ ~n~iit~&1~T ~ TMP TO REMOVE 11311 TrEm~ r An POCl<ETS -=ITL m TTlmU I=W rr~~' P.T, PN } 2X!W.l DlA. } s- ~. SAUCER - 'rx4' P.T. flt.E BAA<::E TWI< -Ir-(N\ "4 \!!p~ ~. ~ PRESSlRE TREA TID STAKES . NOT~ TO HOLD WR5. Ta> ~ STAKE SET BROW GRADE RfMOVE TOP 1/3 ~ I3l..R.AP FROM BALl Sf.AJ<tG PlAN N.T,S. t.KlIS~ ~DE UQ.lU · PAlM FRa-DS SHALL BE TEO lP IJ.lTl AfTER PlANTNG. TES SHAlL BE REMOVtO AS F<XLOWS. DATE PALM. ctl: VvtEJ<. WASl~T~ PAlM ~ <:u:fN PAlM . M.EDlATaV, M8Al PALMS WHO~ ARE NOT 'H..IRRlCN1: ctJf SHAll REMJ\N TIED FOR 00( MCMl-ls. REMOVE ALL ~ ND 6ROI<EN FRaU I'FYER ctJT 81.0. · AlL TfU'J(S SlW.L 6E PR(PARID PRIOR TO DB..M:RV, DATE PAlMS SHAll BE 'a.ASSIC ctJr, SAlW. An) WASl~TON PAlMS SHAll BE BOOTEO OR SHAVtO AS 5JlKfEO. · PlANT N PWE 5#0. PlANT so THAT TOP ~ ROOT 6NL IS 'r AOOVE FtSID GRAD6 6OTTOM Of ROOT BAlL SHALL BE ~ rEO 00EC1l V ~ 1.KlIS1l.JR6EO SlI6GAAC:E. . tev'ER NAL NT 0 TRltK ~ · PlNJT so mAT TOP ~ ROOT 8ALl IS EVEN 'Mlli THE ft-&fD GRADE. · BOTTOM Of ROOT BAll SHAlL BE SEATEO OOE<:llV ON IN>tS~ SLeGRADE. · STAKE AOOVE FRST STRONG BRANCHES OR AS fo.EaSSARV FOR FRM SlPPORT, · RAG GUYNG Wf<ES WIlli BAf'.N:R GUARD s.s. 2 OR APPROVtO EQUAL MULTl- TRUNK TREE STAKING DETAIL /'us. TREE PLANTING DETAIL - GUY WIRES PALM PLANTING DETAIL PlANT :P AC,fiG AS PER PlAN --........ ,:-._ _ 3' ~ SPECFEO MlOi _\ }~~ 'o.1::=r ~ ~~ y-- ~---- N. T,S. 00000 o 0 G-rj0\Q o 0 0 ~Cl 00. JfV.NGll.AR SPACNG N.TS. PlANT :PAcm AS PER PlAN 'r:~Ct 1"1' '" I:> ~n (\ r'1 . ~ / .\1 ~ /. \~ ~ '~ '" "~:"~;"-,II,.::r==~ ..;:'; :~ :', --"firj ,..,;:' :,' ."r '~:\'. .,l,.<-:~~.:_.>,L. :" ~:'::::' ~irmlllmll~ffimiiT~ ~milllT~II'm 6' ~ ~EO PlANTNG MIX All AROl.N). WAfER ~ T MP TO REMOVE AR POCl<,C TS ,s' ~ ~fEO 1vU.0l PREPARE 6EO AS PER wmTEN SPECFICA TION PREPARE 6EO AS PER W~TTEN SPOCR:A11ct4 ltt)lS~ ~DE lK>lSJ1..R6EO st.eCAADE WlU · GROl..W) COvtR PlANTS ARE TO BE SPACED AS N)JCATEO ON PlANlf.lG ftAN. · ,,' t.fl SPECFEO PlANTNG Ml< 1..J.I:a ND AROl.N) . WATER An) TNvP TO An POO:ETS. N.T,S. ::;;j\-;'~~~ J.IQ : ,'~ J~~{;':>' - -~" . J I m- ., 11lli.t~1 ~ I TiTIII : ,ill. I =m -' II~" ~ 2X aALL DlA. ~ 24" BETWEEN ~~s .11" 'UWElN~"'" ~ An) CROLW COVERS AN) Bl.I.Dt-iG V /. Ft>>f CRADE AT V / :l.a:1: 8\.t.Dt-.lG TO BE V / tZ ' >/0' _~~ ~~":.v~1la< --, ~ ~L\ V/, ~ 1L.-~~ " V/ ~ ". .-t\ '" <C' ~ - -<::- c; V / .~ ~ I~ ~~'t2~ '~~~ W 1111111111"1 , , ,K. ,.,'.. :", ')\1 ,':,...,:-'...,::,c~':,:.~ :~',:. '. ~::: :~: . \/.;,<'~>>',:~;:~:-. W = --: .:......!'.. .:.. .' ", '.~.:: ":..': .,:::~ ".' ..~.. .:':': ~ ", ~.~ "}: :.~'..' " . :- .;-.~: .. ::"~ ~.~<:. "'~' ~..;' " ::'.~, ~ - - -111-1 ..., ...,:..i.:.:',;.,:':.. '\":~:'~~iL!" '~::~'I't."'.[li-'.', ,.., U,: U~l'k-lr- m "lllll"rrllUmJJ\ I ['I mWm"'mmm" 'mmmlTI ~., '. '. '~ Tm'llmllllllffiillmf Um~ mmll"I,'1 TIT Ilmlllllill'mllllllmlllllllllllllllmll ~lmU'mlllm'IIIIIIIIIIIIIIIIIII'lllmlllll 111-m-III.:....:....:-iIT-m-m-lll-t' I-m--m--m-I' I-II I-IIT-m-l I I-m-m-ffi-n 12' FOR GRCU..o COVERS 2" FOR 'l<<.6S :P A<'1: O.c. PER SPEc. EOCE ~ 6EO 'lWL BE 0' WDE )( ~ OC'EP TRENCH ruEO 'Mlli 1vU.01. .t::lQ.IlSa · ft>>f CRACE AT lllt.l)t.IG TO BE ~' &i..OW FNSH R-OOR REVAOClN. · Bf:l) GRADE TO :l.a>E AT 3/ a' PER fOOT A WAY FROM Blt..I)U;. · SEe CET AU ND ~ noNS FOR PlANTING MTRUCTIONS. WI.Es. · PlANT so mAT TOP cr- ROOT BAll IS EVEN 'M11i Tl-E rUSHED GRADE. GROUNDCOVER PLANTING DETAIL N. T.S. SHRUB PLANTING DETAIL BED PREPARATION DETAIL tiT.S. PlANT :PACfiG AS PER PlAN 6' MN SPE<:FlEO PlANTNG MIX AU AROlN). WA TlR ~ TNN TO REMOVE AR POO<ETS ^~~ \ '~t ~ ROADWAY7 "4 r ~~_~,:";:.;,,,/~~~.~.'Io., :1::' i.j::*' :~ .~,::"::<":"'~': >,-;.~ I .'.', : '.,. :" :1 :"':. '" '<'.'.. \, "..:-.:' ':'.' ,. ,:.: H: :,,''', '.< '-:' '" >:';. f' ".f; : ,,' .', \' Q()O 00 O\).sc ,:<":.;~~,~,<,,::<>,.,,,>:':"'.l-' "11. ,:;"':~~~\><',,,,,,~",,:';:~:-:'~ Of)q oC) <s\)o ~ r\ 00 ~ oJ_ :',,~ ,,',~,', ': '.', '\,'. .~ '.. ' .,', \.., ~......J ...'. ::,....;'. ,_': .. '.. ",,: ,.~<:) 0 CI '"' 't:f o ..... ~ Lf<- '..' ..', -.."'''', , '.., ,'" ' ..' ",... " .,' ..' ': D\.)J ("Y a .s;. Ill] I ~ Uj dUll I fllffiU m1lf~~mm~UII rlI1irM!J I [1tI!IIU 1ffilMmlf J ffil "II r "il f~ mmmmmrrmmmmlllrrml1lllm!!b~lllrnlllmlllmIIITf' Ilrnmm~I'I,mTTmmmm1 J, 2X BAlL ~ J 'l-IU ROO< ROAD 6ED IN>tS1l.JR6EO ~ 3' u: SPKTED MAGi REMOVE EXlSTNG $<X. TO A DEPTH ~ 1&'.2'- An) RlRAa: WI11i PlANTt-.'G set.. REFeR TO PlANTf'K; SOl NOTE ~'~ \ SHRUB DETAIL AT LANDScApE ISLAND N.T.s. TIlE OFF' ICE OF PETITJEAN' & KENNEDY ARCHITECTS, INC. N. T,So .t:lQlU \ NO TREE SHAll BE Re.1Ovro ltUSS SPKFlCALlV TAGCEO FOR REMOVAl BV M I..N{)SCAPE ARCHTECT. 2 Tl-E CONTRACTOR SHAll TME ~ <:ME NOT TO DAMAGE /W'( TREES THAT m TO REMAN. ~ ROOTS GREATER THN-4 r DIAM SHAlL NOT BE CUT ltUSS OnSWlSE APPOOVEO BV Tl--E lANDSCAPE AOCHTECT. 4. ROOTS Of r cv..Y. OR LARGER THAT tHO TO BE CUT 'l-iAU BE CUT f'.EATlV. d STOCl<'J>LB) MATUVLS OR I..N'<<tSSARV VafCU..AR TRAFfIC SHAlL NOT BE AllOWED OVER /W'( TREE ROOf SYSTEM. 0. 1l'PE 'A' IlARRER OR TYPE '6' 8MRa 'lW.l BE CONSTRUCTro WI-B-4 CAlLEO F<lR ON PlANS OR AS O~TEO BY llE l..NCSCAPE AROnECT. 8~ERS SlWL BE MAM ANEO N f\.ACE IJ.lTL REMOVAl IS Df<<TEO ISY M LA/'-DSCAPE AAO-ITECT. MT ALLA TION SPKFICA TlQNS, to NOrG aTl-fR TYPE 'A' 6ARRICACE (WOOD) OR TYPE 'a' /SARRtCADE (~) MAl( BE usro. 1 ,............. RAl)f.JS TO BE PROTECTID eta Cf<IU1: OR ~', 'MJO-lEVER IS GREA fER. , ~~.V--~ r",~ ~ ~'- Ift...."\...... c... ~..r./.Yn.. 't ~^-... - :-)~D -- ~ "i. ~y: ~ ,'~~~) VVJ" ~~_l' H ((; (~~ Air ~- i~~Af ~'1 r~'1 y k1r ~~ ~r 1~.:-r-~~:l1n ~. ./-. oJ J'~ i '- r<r 0) ...:.:..\ '"'-;:t..... "~~ JJf^ ~ - ~ x~."" ~ ~ ~~ J.. 2/s !::>IlA.N (I~WOOOS) fU.L !::>IlA.N (pta) EXAM'lE Of TYPE 'A' WOCO ~ER HAOOWOOOS ND AlL OTl-ERS. 1/" ~ TIE DRlUI: OR 0'. 'MIOEVER IS GREATER. 2. ~ 1liOD Of ERE<: TlCtIl (SEE DIAGRAM) A ~ Ii3GHT ~ I...PRIQ'iTS SHAll BE ". ND NO LESS THAN 7x2' L\Jo.N.R. 8. Lf'RIGHTS SHAlL HA vt: HORIZOOTAl RI68Ol'~ AT ll-E TOP N.{) 12' BROW TIE TOP. (TYPE '/S' BARRER) C lJ>AA;HTS SHAlL BE :PACEO AT NO MORE nw-. ~~. NTERV AlS. 0. I~ONT Al MMlERS SHALL BE ~ M> LESS nw-. rfl L~ (TYPE 'A'8ARRER) BEFORE PERMT. \ IlARRERS m TO BE ERECrEO AR(;Uf) All TREES 4' DBH N.{) GREATER TO r~MAN. niS MJST BE oct-E W'ORE CONSmucOON. ~ OR 8a'ORE Am MIS m REMOVtO. 2 TREES 4' DBH An)GREAfER THAT ME lOCATEO W1lliN 10' cr- Tl-E LOT Lt<<R CONSTRUCTION SHAll AlSO BE PROTECTED BV A BAmICADE. TREE BARRICADE DETAIL N. T.S. 2100 FIRST AVENUE NORTH SUITE 100, BIRWINGHA14. AL 35203 PHONE (205) 252'822Z FAX (200) 252-8899 JOB: PROJECT: DRAWN: AM SOUTH 99-13-0099-00 DATE: 8-23-99 M.R.l CK: W.J.R. T I TLEI LANDSCAPE , IRRIGATION NOTES IT ~ A. PREP AAA TJQN 1l-E ~A TlON CONTRACTOR ~lL VIS/T Tl-E sITe AN) REVIEW AlL PlANS AN) WRITTEN SPECFlCATIQNS PRIOR TO B~ OR CONSTRUCTNG 1l-E WORK. REPORT AlL DlSCREP~ES 8ETWfEN PlAN N-O STE CON)lTlONS TO TJ-E lAN)SCAPE MCHTECT MvrolA Ta. Y LPON ClSCOVERV. 8. AS 8Ul. T PlAN 1l-E ffilGATION CONTRACTOR ~L PROOIJCE AN 'AS-&.t,T' PlAN OF l1-E SYSTEM AN> 0EllVER TO TJ-E O~ WlTI1N ~ ~ll4 AfTER ACCCPTANCE Of Tl-E SYSTEM e. 6ACl<A..OW VffiFlCA OON THE ~ATION CooTRACTOR SHALL VERlFV llE TYPE OF 8ACl<R..OW PREVENTION SYSTEM ReaMD BV OTY OF ClEARWATER PRIOR TO 800m AN) CONSTRUCTt.G THE WOf.(r(. D. IRl<IGA llON WRL AN> SYSTEM A.OWS Il-E WATER SOlOCE SHALL BE AN ~ATION WRL(S) . lOCATION AN) SIZE ~ll 8E OETERMtffi 8V W8...L CONTRACTOR AN> APPROVEO BV AACHTECT AN)/~ OWf'Q STATIC A.OWS SHAll BE VB<FED BV THE CONTRACTOR. SYSTEM A.OWS ~lL BE Sl.JfFlClENT TO WATER Tl-E ENTRE sITe WITHt4 SIX HOlRS. E. ...wrotCTIONAL COMPlIANCE llE ~A TION CooTRACTOR SHALL VERlFV AN) COM\. V WITH AN{ AN) ALL ..uwoICTIONAL RE<.:lUREM;NTS TO PrnfOl<M Tl-E WORK. F. CooTROllER WI<NG ll-E mGAllON CooTRACTQR SHALL W~ TlE CONTROllER so THAT STATION tUv18ERS RaATE TO 1l-E VALVE t-U<<RS SHOWN IN n~ CooTRACTOR'S DESIGN. Go ~EEVtK; ALL SlEEVNG SHALL BE 4' ~TER SOf:OO..E 40 PVC PI'E BU<ro la' eaow BOTTOM OF PAVEM;NT. EXTEND ~EEY1: 2'.0' BEYOND roc.e OF PAVEMENT AN) IU<N PI'E VEROCAl l'HKlUGH GRAD€. OR STAl<E lOCATICti CAP OR TAPE TlE EN)S OF ALL SlEEVES. , H. CONSTRUe nON WlTI-lt4 RIGHT Of W A V ALL IRRIGA TlON PPm, l-EADS AN> OHER EOUlPMENT Tl-lA T IS LOCA TEO WI~ Tl-E PU8UC RIGHT Of WAY SHALL BE NSTALUD ACCORDANCe Wlll4 lOCAL JJ<ISOICTlONAL STAN>AROS. SPECIAl CONSTRUCTlON PREPAAATION MAV t-lCll.(lE NOTFVf\lG LOCAL AUTHORlTU, TRAfFIC ~IERS. ETe. VERFY PRIOR TO CONSTRUCTION. NOTE. NO MAN.N: OR VALVES SHALL BE lOCA TEO IN TI-I: RIGHT Of W A V. L VALVE 80XES AUTOMATIC RECTRIC VALVES NO ISCtATION GATE VALVES SHALL BE NSTAlLEO N AMETEJ( VP,lO OIl EQUAL VALVE 8OXES. J. WI<ECOt-<<CTlONS Wa<E CONf\ECTlONS TO ll-E aECTRIC VALVES ARE TO BE MADE WITH RAN 81<0 ST-03 W~ COt>t<<TQRS AN) PTS6 SEAlANT OR 3M-08Y COl'<<CTORS OR EQUAL K. Wa<E SPECFlCA ~ RECTRlCAL W~ IS TO BE TYPE l.f 000 VOlT AWC.CONTROl CABlE. COMAQN OR 'GROl.f\O' WI<!: IS TO BE .14 OIl LAAGER AN> 'MiTE N COLOR. CONTROl OR tK.)T' WI<!: IS TO BE -14 OR lARGfR AN> AN{ COLOR OTKR THAN WHTE. L A.EXI8LE PPt.G POP..I...PS ARE TO BE NSTALlEO ON TORO FlN'-N PIPE OR AG PRODUCTS A.EXI8lE PVC OR EQUAL F A.EXI8lE PVC IS USED MN PS WRD.0l'4. .7Q/j CEMENT OR EQUAL IS TO BE USED, M. PPE BURIAL MAl/'ol.f\E IS TO BE NSTAllEO A M~ OF Ia' ea.OW FINISH GRADE. lATEP.Al LUS ARE TO BE NSTAlLED A ~ OF t.t BElOW FNSH GRADE. GENERAL NOTES A. ~A TION SYSTEM PROV~f\lG 1OO% COV~GE SHALL BE NSTAllED (SEE ~ATION PlANS AN> SPKFlCATlONS F ISSUD} a f 1SSlID, 'NRtTTEN SPECFICA TIONS SHALL BE AN INTEGRAL PART OF THS PlAN SET. e ALL TREES, NCllDlNG PALMS. SHALL BE SET VERTICALLY TO Tl-E GROl..JN), OR F 00 SLOPES OR BERMS. SHALL BE SET VERTlCAll V TO n.E Sl.J!ROLK>lNG FlAT TffiRAN D. ALL SOD SHAll BE 1009(, SOlO SOO, <N% FREE OF NOXJOCJS WEED$. WITH A '2: ~ss OF ROOTS CAPABLE Of HOlDING SAN>. SOD SHAlL BE FRESHXCUT WtT'HN T'NENTV.fOl...R (2-d) .~ OF LAVING. LAO WITH TIGHTl V -BUTTEO JOINTS, AN> ROlLED. HAN> RAl<NG SHALL BE 0ClN: AS r-.ECESSARV TO ENSI..JRE PRQPt;R EVEN GRADES AN> ClEAR ~ACES FOR SOD. E. T1-E LAt'oOSCAPE CONTRACTOR SHALL FIIElD VERfV PROPERTY LM: LOCATIONS BEFORE NSTAlLATlON OF /VoN PERMTER PlANT MATERIAL OR RRlGATION SYSTEM ALL PlANflNGS SHOLtD BE SET 8V CONTRACTOR Al\O PRIOR TO BACK fUNG APPROVED BV TlE lAN>SCAPE AACHTECT, n.E lAN)SCAPE CONTRACTOR SHALL BE RESPONSelE FOR EXAMN'JG R.UV 80TH TJ-E ~HE Al\O Tl-E 80 ~TS. OIS<nEPANCES N DOOJ~TS OR SITE C()(\()lTIONS SHALL BE REPORTEO TO THE LAl\OSCAPE ARCHTECT N WRlTf\IG AT TM OF BooOO OR DlSCOVERV, AN) NO ACC~T ~lL BIE MADe AfTER CONTRACT CQM:llEfION FOR FAILURE TO REPORT SlJO~ C()(\()l1'lClN. OR FOR ERRORS 00 ltE PART OF T1-E lAN)SCAPE CONTIRACTOR AT TIME OF BOONG. (C<<.V EXTREMElV PECllIAR AN> lNJSUAl COf'()lTlONS WILL BE CONSOERED FOR t-EGOTlAOON) F. G. Since 1919 BANK DETAILS i ~,. J,.", , '; c' ' . :, ')i"'. " ,'::', ; . ,. ,:. ." '" ~, ,;:".~ : ": , .' '. ':'il> ':' ;',;:: .tt':: ' I _ " , " -~~- , " ':,' ,,:>:'~ ,', "II 'f ,"J.;'" ., ':~:,'..''' : :,;~,: i " /"';::;', , ',,>\>, ,," ~~ ,'; , , ~ ;,~ '~. " ' ,~'iJ " \,:~ . .., :~:, , 1)''<1~:~:: , I,~ :1' -,,' '.-;'; i l/, r I './,"( :;~',':'''t; , '. " " ", '\, .. ' ":i-J ';:.;, ] " " , .' " ,<! ~ :' ':} , , ' ";}':".:;' " t ';,. '~:; H. ALL QlESTIONS C~ TI-I$ PlAN SET ~ SPOCflCAT'IONS sHAll BE D~TEO TO THe ~ AAOtTE<;T, PlANT MATERIAlS ARE TO BE 60 AS SP(CFe> LN..ESS ~ v ALA&.E, At WHOt TIvE M: lAH)SCAPE AACHTECT WlL 6G NQTfe> BY TREPHOtoE AN> N WRlTNG OF THE NTOOEO owas. 1l-E PlANT KEY IS PRESENTEO Fog 1l-E C~ OF TIE CONTRACTOR. N 1l-E EVENT a: A DOCREPANCY BETWEEN l1-E PlAN AN) PlANT LIST, Tl-E PlAN SHALL PREVAL Tl-E LAl'()SCAS>E CONTRACTOR Wll PROV()E A SOL SAMtE ANALYSIS TO OETERMN: APPROPRIATE SOl ~TS (lE. FERTllZER. LIvE. ETC.) Tl-lE CONTRACTOR WILL POOVI)E. C<>PO Of 1l-E TEST REstlTS TO M: OWf\ER .AN) 1l-E lAl't)SCAPE AACHTECT, ALL PlANTS TO BE FERTUZEO WllH AGRfORM 2O.lO.06 TAet.ETS AS PER NSTRUCTIONS N CONJJNCTlON WITH NOTE '\(', Tl-E lA1'()SCAPE CONTRACTOR ~LL BE RESPONSrat.E F~ SKI.J<m ALL T\KESSARV APPlICAeLE PERMTS AND l.JCfME$ TO PERFORM l1-E WORK SET FORTH N Tl-E Pl.AA SET OR WRITTEN SPECFlCATJONS. 1l-ERE SHALL BE NO ADDITIONS, DRETIClN$. OR SWSTlTUTKlNS WITHOUT fiE WRITTEN APPROVAL OF Tl-E lAl't)SCAPE AACHTECT. IT ~Ll 6E 1l-E RESPONSellTV OF l1-E CONTRACTOR TO COORDINATE HS WORK Will.. fl-E WORl( OF on-a TRADES OR PR<>fESSION.ALS ON TH: SITE WHOSE WORK MA V OVERlAP OR I'4TERFERE Vv1lli 1l-E WORl( SET FORll4 N Tl-E PlAN SET OR WRITTEN SPECFiCATlONS. L J. K. L M. N. O. P. l1-E Ge-ERAL CONTRACTOR ~lL ENSWe Tl-lAT TltE ENTRE EXTENT OF ALL PlANTm ISLANDS OR PlANTNG 8EO$ SHA~L BE a.EAN OF ALL IRA$!-{ DEBRIS, OR OTH::R NQN..WIGfNOUS MATERIALS TO A DEPTH Of 3' PRIOR TO AN'{ lAN)SCAPE MTALLATION. Tl-E lAN)SCAPE CONTRACTOR All)/~ ~L CONTAACT~ SHALL NOT,:y Tl-E 0'N'f-a AN) TlE ~ AACHTECT OF Nf( DlSav~IES N SITE CON:>lTIONS OR NON-CO~ TQ SPECIflCATICt-IS. SUCH AS GRADNG, BAO<Rlf'K;, REMOVAL Of t)E8RIS, GRWBtJG, ETe. ALL EXlSTNG TREES TO REMAN ~lL BE 6ARRICADED (SEE DET Al} ALL ClEAAN:;. GRIJ88t.IG. EXCAVATm, N{)/OR GRADING \KlER T1-E DRP L<<: Of TREES TO REMAt4 TO BE ()()f'.E BY HMO. AN{ EXCEPTIONS TO ll-lS ~LL ee APPROVEO AN) stPERVISED BV 1l-E lAN)SCAPE ARCHTECT. ,';' " a. , ' .~ ,>,~~-j ;':'<,," >. ...,~ .' , R. S. T. '. . ALL TREES TO REMAN SHAlL HAVE ALL DEAD Woa) AN) COf'fl.JCTOO woa) RevIOVEO. At({ BALL MOSS OR OTtER PARASTlC PlANT SPeCIES ~LL BE REMOVEO FROM TREE CANOPV, ALL TREES TO REMAN SHALL BE SPRAYED Wlll4l.N)ME OR APPROVED EQUAL TO CONTROL BORES, SPRAV ~lL 6E APPl.lED BV A STATE cmTFEO N)lYOOAl OR Fm.4 C<<. V, ...:' _l'~ u. '. . ~': ~" .. .. ,. j LANDSCAPE NOTES . " '," ,,' " t~ , i.. , .' :: ~ A. PlANT MA lERIAL ST ANJAAOS ALL PlANT MAT~l USED ON THS PRO..R:T ~LL BE 'R.ORVA NO. r AS OESCRI8ED N 1l-E LATEST roTlON OF 'GRADES AN) STAH:>AAOS FOIl N..R$ffiV PlANTS', PARTS' .AN) .. BV TlE A.ORVA DEPAATlvENT Of AGRIO..lTURE AN> CC>NSl.MR SERVICES. REfER TO DETAts FOR R.RTlER QUALITY SPECFlCA TJONS. 8. GRADOO Of PlANTf\lG BEDS ALL PlANTNG 8EOS ~L BE b' ea.OW ADJACENT STRUC'l'WeS AN> stOPE AT 3'" AWAV FROM EXiSTNG smuc~S. VERFV Tl-as CQI\()lflCt-.l WITH GENERAL CONTRACTOR PRIOR TQ ~ WQRI<. PARl<f'.lG lOT 1Sl.AN)$ SHALL SLOPE AT 3~ FROM CENTER OF ISl..AI'() TO CUR8. TOE Of SlOPe 00 ALL 8EOS ~lL FNSH AT -r aaow OOEWAlKS. Ct.nS OR OTHER HARD EOGNG TO ALLOW FOR M.lOf TI-IC:l<f\Ess. C. BID PREPAAATION AN) PlANTING ENT~ EXTENT OF ALL PlANTING 8EOS AN) PlANTNG ISlAN)S ~lL CONTM SUTABlE SOl TO A ~ DEPTH Of ~ FEET FOR TI-E I<N) OF PlANT MATERIAL BEt.G NSTAlLEO N THAT LOCATJ()f\l LOOSEN SOl TO A Mf\IMJM DEPTH OF FQ.R NCl-{S AN) ~VE AlL OE6RI$. REGRADE H-E BED TO ITS PRE~TNG SU6GRAOE. SPREAD APPROVEO FABRIC. TYPE WEEO 8~ER OVER ALL ~ BEDS . F REOUREO. DIG PlAATtJG PITS AT 2 TM3 1l-E DIAMETER Of Tl-E POT. FU PlAAT PIT WITH 6O~ EXlSTu:7 SOl All) 6O~ TOPSOl. (SEE BElOw) AND COMPACT so ll-iAT 1l-E TOP OF ROOT BAll WlL SEln.e If a 0EPll4 Of ROOT 8AlL ABOVE AN~ GRADE. SET PlANT MO FU REMAN)ER OF HOlE WITH PlANTNG MX. FERTllZE EAOf PlANT Wtll4 Tl-E RECO~ RATE OF b-6,b FERTIlIZER AN)/(Xl, AGRfORM TABlETS. WATER N Tl-lOOOUGaY. RESET At-N PlANTS Tl-lAT SETTlE TOO DEEP. REMOve SPOl OOT AN> RAl<E 1l-E 8EO TO ITS FNSH GRADtiG. COVER All BED AREAS WIll4 A 3' DEPTH OF GRADE A ~ CYPRESS M.lOf OR PM: BAAl< M.lOi Re.4OYE ALL DE6RtS FROM M.lCH. ~-~r , '\ ';:, > I .' ,':.;~~ , ! '" ';',.>.'.. .' . J' '""': " ' ':. " ,;. '~ \ . ,~. " '.. ~ , If" .. ~. >- D. TOPSOl TQPSOl SHALL BE A NA~ FRlA8lE. FERTlE.. FtE lOAM SOL IT SHALL BE CERTFa> (BV TESTNG) TO BE FREE OF WEED SEEDS AN) PAll1QGENS. IT SHALL AlSO BE FREE OF UTTER, SOD. QAY, STON:S. ROOTS At{) STUvPS. IT SHALL BEAR A PH OF BETWEEN 6.6 AN) 7.6. E. EDGING ALL EOC'...t-K; SHALL BE AS DeSCRI8ED N T1-E PlANTNG DETAILS. I.: " F. TREE Sf AJ<t.lG ALL TREES TO BE STAl<EO AND GUYED AS SHOWN N 1tE DETAIlS Lt,l.ESS OTlERWISE SPECflEO BV l1-E W-ERAL CooTRACTOR. TREE STAJ<t.lG OR SlWOIU WI<!: SHALL BE REMOVEO AfTER ~1) COMtETE GROWNG SEASON. G. W AARANTV ALL PlANT MATEreAL ~LL BE GUARANTEED BY 1l-E l.Al'{)SCAPE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM Ftw. ACQPTANCE BY llE OWt-ER MO/OR lAN)SCAPE MCHTECT. " i:<} '., '". '. }::'; 0(' " .- I,~ ~- ;f" f'RE:LIJ\/\1 N~\f.{\( NOT fOR C()NSTRUCTfON. ,i ~', ':'i:;l .., .'. .' ...' .'. :', , I ' J ',,,, .~}~:, " . .'; ~{;]j George F. Young, Inc. " , . ",' ;:c..', ,.' ~'" ,"s . 'i ''Ii . ./ ",,^ \ l.& ',~ ARCHiTECTURE · ENGINEERING. ENVIRONMENTAL . ' . '.~ \0'1' ~" '1 '~ ' ,.-'~~, i~ LANDSCAPE ARCHITECTURE. PLANNING · SURVEYING .' ,~~::, :1' f, r c 1: ." , ~ " I~~f;~ ~T, PETERSBURG. TAMPA · BRADENTON · NEW' PORT RICHEY. GAINESVIlLE ~.Jf;'" ...".h ~. ,",'A" t1'. 'cg'~it~ '", ~ jo' 4 . i1' I J cft." lI' ~ ,. RESPONSIBLE OFflCE: 299 9th Street North A:f < V!i;~>,,1; ;/'J ~ < ...>(1t~A ~)'&!~ St. Petersburg fL 3J701-068.3 i"~./: ~;a: J _ ' ...' ,rf.j{}; g: :~.i Tel.: (813) 822-4317 Fax: (813) 822-2919 (~~ :?f ,.;<ftl,~~~~~/~lb'J~l~.",.. : 1\~. !t,!~,. .~,~ ,AS> DATE: 'Jlc:t:~.B~9:'. ,1 ~~~~~~ . ~~I ~<Jd ,~5 o!~ ',' ,H I DATE: 8-2J-9<J :/ ,r oJ .....<i)~) .. 'fyi, - '. -: :'ji;~: iSOH: 1 _ZOo .... '( ";:;""f2r~:t O'5".J. .' ~;, L i."" :" ;.. ' :j;,~~"I, ' , I ',1(" ... c' , '"e', '.1'" ..I'tf' 'St"!' ,. 'i ". i! :~).ij ,;, : :~*,; 1 \.' P"'I i L . ' '," l~ !"-~;i'_'-_:~:./..-"';~\~. ~'vU.: "\. '",i" '.'~'..'i'" ItI:..", ~.'." ... '.. ..'. ... '~;,i~ '/;,;t'~'fn;:r~ '/.,. ~ ..,., ,c. '. Ii ,',.." ";'i...~,r.i...~.' ."~;,:...;.,.'OO"!.,~,/,, '.." '.j , '.. \I' ,1,;..1....:. .~.. t . ~,., - ., l' . .., ~ ", ('': ; L~2~i ~>~ ' tl(.~ , OF: ..Ii., ,~,: ,', .. ,<,".,'",',: ~~: , " .. '., ''''1;'~ ;f,-;~:. }{,~;{~ '> ,.., : , ..,., ," ',.. . ,<'," ;- ~~'):~!;l~~l;:,r~ '" ." _.._~.". ~. ... ., ..., OESIGNEO: Q,f,E, DRAWN: t.4,R L. CHEC)(.[[): WJ,R. REVISIONS: 1 ReVISED PER AAOUECTS RrotEST a.~-QQ ,