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FLS01-01-05 FLS 01-01-05 NW CLEARWATER PARKING GARAGE 310 COURT STREET f . Pembo, Page 3 of 3 310 Court Street - Development Order May 16,2001 " Pa'v-ing Integrally colored stamped concrete . - ~---~I -~ --L -- _~L -_~_=Lg , il: I I '-'1 i : -*-:-- Ii: -. I ! I i -fI I I '._ g .g.mm~mmmmmm~~~ ! I 1lI._1m Exhibit A Standard City of CW crosswalk detail -' ~ UJ C> en .. '" ~ <J) <J) o "" u J.I CD ..... as ~ ~~ CDtd ......J:l O~ .....~ O~ Gl - ~1l .:::-~ ,. \~ "'~ O)~ CI) ..., CI) J.c (J d 0 (J 'tS CI) ~ a as ..., en 'tS CI) J.c en 0 8 --c 0 CI) (J ..., en ~ :>r l>t --c en J:: --c as CI) J.c ..., ..... bO CI) :> CI) J.t ..., U as d s:: ~ ...... -~ . <r I' r-c CD ...., ~ r-c, as .s CD1i --c~ CJ~ Ct-t~ O~ Q; Q; ~.c ....,cr. ...... .E CJ~ . . .. .. .. - 1- ',k:: 'CCS ....c CV > CV ....c C) ~ ~ o ~ bJ) ~ -I""l ~ o o ....c $: CV -I""l > . . <' z_~ H~! ...:..;~; ~i~~ :;:;.. ~.~ :/,..:::,...: ,.' "" ~j :;: c:: ~ >: --:;;:_>i ~;~~ ='%'7.:< ~ ~ .~ J.4 G) ...., CU a: J.4~ CU.2 G)'tU -- .~ CJ~ Ct-4~ O~ Q) >ell ~".a CJ'~ z - ~ llllld I :: ~ - '=,. J -, - f. :; u. -=-3 t;-.::: ~~ il ~ ;,; < - .!Id as o Q) :> ..... ...:l ...... as ..... ~ GJ ...., as ~ ...., s:: as ...-4 . ~ . .., , . ~ ~C/j ~~ ~~~ i ~~~ "" H .~ C/j~~ O~~ ~~Q) O~~ , . ... .. " 20' I 10' 0' [_I' "'v~~" ",0 ,,'J<'y ,,'J' + 20' 60' I PINELLAS COUNTY N.W. CLEARWATER PARKING GARAGE - SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST - PINELLAS COUNTY, FLORIDA 40' , SCALE IN FEET Legal Description (*) see note 7 below A parcel of land lying in the Southwest 1/4 of the Northeast 1/4 of Section 16, Township 29 Sour, Range 15 East, Pinellas County, Flarido, mare particularly described as follows: Begin at the intersection of the Westerly right-of-way baundory of Osceola Avenue and the Northely right-of-way boundary of Court Street (formerly Haven Street); thence S.89'SO'27"W, along SOid NQrtherly right--:Jf-way boundory of Court Street, 408.73 feet to a point of curvature; thence by 0 curve to the right, haVing a radus of 182.23 feet, through a central angle af 71'38'00", an arc of 22783 feet and a chord bearing N 4]'05'40"W (NJ3'04'05"W field), for a distance of 21328 feet; thence N07'16'40"W, a distance of 9447 feet; thence N 88'38'10"E, a distance of 562.29 feet to the Westerly right-of-way boundary of Osceola Avenue; thence SOO'54']9"E, al(ng said right-of-way boundary, 0 distance of 262.03 feet to the Point of Beginning containing 309 acres (f) drainage inlet tap=28.75 12" p.v.e. Invert N 2630 15" r.e.p. Invert 5W 2638 " "'v"" + storm manhole rim=32.76 18" pve. invert E.=27.78 18" p.ve. invert W =27.67 drainage structcre manhole rim=2923 throat 2665 Invert SW 2695 drainage structure r manhole rim=29 30 24" r.e.p. Invert W I 15:: pv e. Invert NE. 18 p.v.e. Invert E. N 88'38'1 O"E. 562.29' (*) 562.01' (f) ~ high concrete wall 'J,,':'v + 2695 26 75 2674 15" r.e.p found concrete monurrent with PK disk Is3573 0)" ,,~'CO ~":- " 'J'J ~. ~ 8" /"'-/"'- " ~ '-./ '-./ g ~r-- ~ ? <t lil. ~ .-ct ~ ~ Ol ro ~ ::< o r 3~ '0 '~ <t , . cD J-, f:.eo 00 iz rD co ~ ~ ~ ~'\ '\ . '\'\ \'\. Radius = 182.23' (*) Central Angle = 71'38'00" (*) Central Angle = 70'59'11" (I) Arc = 22783' (*) Arc = 225 77' (f) Chord N43'05'40"W, 21328' (*) Cr,ord = N 4.3'D'16"W, 211.61' (I) " E--- f1)5" PCCPGRDWG guy ar,cror -3:} , ' light pOle + , , V\ ,-q., '\\ "'0- , ;9 , ':5 5e\<'\ .,., , 0 , "L e 12"~ ~':'v "'v + 243.0' 9 51-gr. !\,"'v 'J + wall 07' N -+ sprinkler r-,eao or valve 0)0) " + 10"~0" 0)' nO)' __ ~ 'v ..- ..... - -....... _ _ _ _ r , + (/ \ ","? '\ \ '" 'V _.-'-:.,tr"'! ~. -' . -" - .:..... J 1-' _'-'- n'" '0 "'* _' v rjo' . CO . -' 'J ~ f, 10" ~(._+'t.._."\,,~,,, ~CO_--"'v "'~ &' "'v~ toe of slope ~ ..... ~"'v "'v0) "'v0) TJ' "..... ~ \ "'v0):"..... \ coO) /' ~---"\ top of bark '" <D ~~ !\,' a'" 'J !\,' 'J '" ",~,,"'v 'J","'v' ~'O^ J !\,.,,' 'J'J"'v' e utility pOle clean out ~ ~ water meter f cleanout '0'0 ++ !\,' rC' "; !\,' "; C><J water valve + stoirs oak tree & diarreter [[[J G. T E service box ~CO "'v + .~ 10" ~ 10" ~O)\>< ~ + 5" . "'v'O~ ~2" "'vO)co~ CO'\ '\,: \ 1 \ I ~ bank -7--~ (' ~. " 19'~ '\ ~l \"'v0) I \ I " 13"1i} \ "'v0)'f;\ '\~\ I 0)''') , "'v0)' I " I l~~a"'v , \ \ \ asphalt pavement a".> !\,' '" + a !\'~.v 'J'J"'v' ONE STORY PARKING GARAGE ",a" !\,' <)' 'J !\,' 'J ~ ",'J<;)","'v J'J"'v' c'ro;noge !n'et grote=28.87 - 15" r.ep invert N E=2572 15" r.e.p. invert 5T.=25.67 159' CO'\ " + E" . '~I top of o .OJ ee >, ~ 3' high concrete wall found 5/8" iron rod l.s2995 .6" o ~ .s -e :J U aspholt povemen t 'c- ,.,., <D 'O'J ".>. aa \a ee E :: :'J 0) ~~\'O ~"'v0) <lJ -.; u c o u ~ '6 OJ ee >, a" :'J,,\a 'J !\,' 'J ;::. <o"'v !\,' ~o 'J 'J"'v' ,\'\" !\,' ~' 'J'J"'v' stairs \><0) !\,' "CO 'J'J"'v' .0 :J U concrete walk aCl !\,' "'~ 'J,,;'" curb (typical) ~CJ ". 0) <::)J' 2430' c" .J "'~ 'J'" + ~O) !\,' 0)'\ 'J'J'" aCO !\,.~O) 'J'J'" '0 "~aO) 'J'J'" '0 CJO)~'J ")'Ja CJ COL;~ "5 c;)' '0 "5 CJ'O "5 ~ 'Ja'?~ ''l~~ :'Ja<:.;19 drainage monr,ole "- rim=30.36 "- 15" r.e.p invert 5 E.=25.30 2 15" r.e.p invert NW=2543 ,0/'0 "" :/)0 .... S0 .... (y /'~? '" . I.... ........ 0,\ 'I- "'" OJ-- .... 1;:-; .... o "'" .... "CO 'J'" + "'v" 'Ja. + ~CO 'JCl' + fire r.ydrant ,,0) "5 + 12" ~ ",a 'J'" + ,,~ 'J'" + ,\'J ". "'v'J "5 (). "5 drainage inlet grate= 29 76 -- 15" r.ep. invert 15" r.e.p invert SE.=2506 N W =2501 ,,"'v f \ 12"~"'''~ \ , ()'P '''5 " , 11" 12"~", ~ J, ,,':'v ,'J bank " , .... ,,"'...... " "5'JCl " 0) , 'J"~ slope ',*2"0) " ''J'" " ,\CO ",~"'v twin 1 0" 'J'J'" CO !\,""O)" 'J'J" . ,\CO !\,' 'J".> 'J'J"'v' --cJ -u'" ,,'f; ~ *2" ~ "?-l,,,~ 'J'J'" ~"'v !\,' ,,'\ 'J'J"'v' aspholt pavement CO~ 'JO' + drainage inlet grate= 30. 70 15" r.e.p invert 15" r.e.p. invert 15" r.e.p. invert curb (typical) .v 'J'" + ",'J 'J'" + asphalt pavement N W=2502 SW=25.06 N E = 26 1 9 proposed righ t - of- way line drainage inlet grate=30.20 15" r.e.p. invert 15" r.e.p invert ....~ 5E=2486 ""... NW=2510 . '\ ,,"'v 'J' + \><'J 'J'" + ",0 'J'" + + COl>< () "j right-of-way line 'J~ 'J"~ a" 'J Legend CO~ CJ' 8" ft\ pOl:!' tree & diafYIeter l>< (). ~O)~ 'J", a " 'J 'J'" 'J S89'S5'50"W S89'SO'27"W concrete walk 6" ~/ ~\,,- oine tree & d;ometer '\ + 'J" 9 ~ 'J+ ~. 'J ," 9~ ^ Cl "'~'O ,~" 'b ,,;Sa"'v 'J'J'" ~" 'J~~,,"'v curb (typical) '\' ",,,:),, 'J tree (see each) fcund '1/2" iro'l rDC / dra;no\]e inlet _I manr,ale rim = 30.52 thraat=2943 Iriert 5=2478 ~~E,=24,80 L- storm manr,ale rim=3046 18" r.e.p ""ert W =2168 18:: r.ep invert E=21 58 18 r.e.p. irvert N =2925 18" r.e.p. iHert 5.=27 19 2. Instruments of record refiecting easements furnisheC to this surveyor, were reported to be ext:nguisr-,ed througrl merger r. c.p re,niorced corcrete pipe Court Street drainage inlet grote==3l 53 12" metal ,rvert 5=2956 Notes ~, I> C pOI yl cr,loride 18" r 1>;" ,~ r cpo. elevation No underground ir.stollotions or improverr,ents hove been located, except os noted (f) fie!d rneasurec 3 Unless otherwise shown hereon, no j~risdictional wetiand areas or other topographic features have beer, located (*) see note 7 4 Legal description as furniShed may not reflect accurate ownership. Tne client is advised hereby that 0 titi., search or otr-,er octior to secure title is advisable. -',^,TR~ see note 8 5 Bearings refer to assumed North based on a bearing of N 88'38'1 O"E for the North line of the subject survey - SAN- see note 8 6 Elevations ore in reference to National Geodetic Vertico: Datum of 1929 7 (*) Legal Description from Site Pion prepared by ARETIER INC. of St. Petersburg, FI doted March 6, 1989, Job Number P101-A. 8. Located pont marks made by otr-Iers using ground penetrating radar to determine underground utilities. ( SAN ~- SAN curb (typical) \ \ \\ W=28.15 sanitary manhole rim=32.72 8" clay invert E.=27.92 8" cloy invert fi.W =2815 concrete wal, asphalt pavement n'\ ~ .v ~. !\,~\~ 'J . " ",'f;"'v~ 'J'J"'v' ",'0 ",' "'v'? \"'v SAN - SAN SAN SAN '\" !\""'v'J \"'v' O)'J 'J" + i--- "" <D ,\"'v !\""'v0) !\,' 'J ~ !\,' cP 'J'J"'v' ,\0) !\,' 'J"w \"'v' l><~ !\"O)~ 'J'J'" unknown 10" ~ 10" ~ curb (typical) "'vCO","'v 'J"'v~"'v' ,," !\,,~CO \"'v' 0)" !\,' ~" 'J'J"'v' "a :':J' ","'v 'J'J"'v' " :':J' "''J'''v asphalt pavement ="= ="= ="= 159':':JY<-:l 'J !\,~ 'J *2' (typical) ,," :':J ,\'J \"'v '0 '" <D '0 !\,~~" 'J'J"'v' co"'v !\''''v~ 'J",'J ~ >I' J t I / ~ I J I ~ /" I -----.t ~ ~ nr--- I ~-TVj -~---~ :':J\'\ "' :':J G'O" 'J'J"'v' ~ >I' \ a~ :':J' ",":> 'J'J"'v' ClO) :':J' ",'J '\"'v' a"" 'J~r\.~ ":l ".> !\,' "J + ".>" Xl' "j t1J4" ~12" b ",'J' concrete J walk O)~ ". b !\'~a" 'J'J'J. ---- co"'v a".> !\,.",'" :'J.<-}' 'J!\,. \"'v' 'J .... :':J':'v 'J + t>'" :':J' 'J \~ check " \ " valve assembly ,,'J ~. 'J ,,0) ",'J' =6 ;0 concrete asphalt pavement ,,'0 ",'" 'J"'v' !\,' curb (typical) a "J' 'J + concrete romp witr roils C'F .... ----------------- --------------- IMPROVEMENTS LOCATED :~~ cleanou t -0 ":>~ 2 STORY BUILDING ~~ . !\,' ",'J Ii 'J'J"'v' I I I I I , I , 6 I f I ! I ~ o I ~ I I c 0 0-'" E eel' <J1Ul >,0 oa,~ -0;: '0 II co C E ~2c: Q) .S ~'" r NO ~"'v !\,' 'J ,\'-'l !\,' '" a~ :':J' ",'" 'J'J"'v' coO) ~":- . "j 1~12" 12" ~ '6 u '0. >, ;::. 'J~ !\,' ":> o -'" u '6 ~. ;0 ;::. '" ~/~ v ee E :: h Igr, concrete wail 'f;l>< concrete walk COa !\,' 'J ~'2" + '0 'J"'v' ~ ,,'0'0".> 'J'J'" " !\,'~ 'J'J'" "Nm moS r,rr,=31.90 18" r.e.p invert W =2184 18" r.e.p invert E=21.80 12" metel Invert N.=29.41 ~ - traffic pale ~ 1 I t rft .~ ~~ -ii' AJ- ( trf of Beginnir ~,~ '< l " -(~ ( ! ~N :n "r--: "'", II. II ""5' <lJ o -'" ~- C '" ~ o > <lJ E UJ.S ~ ~~ ~':;" ~~u-D ~ E'"" (/}'C:.-- CXJ ~ ","'v 'J'" + "'v'J !\,' 'J + ~", C t '" ". L r,ortl1erly right-of-way bOundary of Court Street (forrnerly Hover Street) <( NOT VALID WITHOUT TrtE SIGNATuRE AN8 THE ORIGINAL RAISED SEA:.. OF A I FLORIDA LlCE~jSED SURVEYOR p!'\D ~1 APPER. son;tory rnanr,oie rim=32.19 8" cloy invert N.=2802 8" clay invert S.=27.20 . 8" cley invert W =27.64 I 10" clay invert E=27.39 ~ storm rnonnole rim= 32.26 60" r.e.p Invert W.=12.13 60" r.e.p invert E=12 38 18" r.e.p invert 5.W.=27.07 12" r.e.p. invert 5E=2860 - SCALE: 1 " ;"~20' ~ <, Q: -g E ee 'l. \ founa 5/8" iron I rod Is2995 .OJ ~ . "to:! O':"'JC!> '\a' CO'),. CJ "5 + u '" <r: () !\,~aa 'J'J'),.' Cd ----' o Q) u if] o l><"~ 'J"'v, '0 Y ~'\ 'J"'v' 17" :':J"? 0'J !\,?-l O'J'J~O) "" '6 ;0 !\,"? -e3 :Jo. U>, ;::. V E .9 <f> C :: <lJ :J C <lJ > <: o o <lJ U <f> o l' !\,' co"'v 'J'J'" o ~ . ~ >, 5 '0 C :J o .D >, c; ~ .!. o I r g N 'n en 0 o N cD tD N " w w CT> n "!"'"'j ..q- r"! Lji o 0 o 0 (f1 (f1 >, 2 If> <lJ ?; Poin t ~ / / cs" fDuno J/ iron rod Is.2995 ...., ...., ...., NORTHWEST ENGINEERING, INC. Certificate of Authorizatior Number ~B0005122 8409 Sunstate Street, Tampa, F[orida 33634 813-889-9236 Fax 813-886-3315 BOUNDARY & TOPOGRAPHIC PINELLAS CO UNTY COURT STREET & Client: REYNOL.DS, SMITH PARKING OSCEOLA & HILLS revised 12/15/00 - added proposed rigr-t-of-woy li~e & odditional topo GERALD SILVA Dote of Survey: FLOR,DA CERTIFICATE ~W. 5218 10-17 - 00 I Order No. SURVEY GARAGE A VENUE T01002 \\ '\'1" t--l ~ J I 0 U (j) --a: 0- W C t--l en w -+-J CO ...... U 0 If) If) --a: 01 c ...... '- Q) Q) c ...... Ol C W 01 C ...... ~ ..--t 0 0 N 0 l.O .... N "i ..--t .... N C CO J -0 ill ~ t!) 3:: Cl Ol ill .--i I If) -+-J :z ......- If) -0 u ......- -0 -0 CO u ......- 0 0 0 ......- .... 0 0 ......- ..--t l.O (T) ~ l.O ......- .--i ...... > ...... U I 3:: 0- ......- b f', j":1 PROPOSED LEGEND WATER DISTRIBUTION NOTES VICINITY MAP SURVEY NOTES ~ Architectural, Engineering, Planning and Environmental Services x27.5 SPOT ELEVATIONS SWALE DIRECTION OF FLOW TOP OF BANK STORM SEWER STORM SEWER INLET FLARED/MITERED END SECTION 1. SEE SURVEY DATED 10-17-00 BY NORTHWEST ENGINEERING. LEGAL DESCRIPTION IS PER THIS SURVEY, -4 # 1. WATERMAIN SHALL BE 2.5 FEET (MIN.) BELOW PROPOSED GRADE. 2, ALL SANITARY SEWER LINES SHALL BE PVC SDR-35 UNLESS OTHERWISE SPECIFIED. 3. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY SYSTEM. 4. MINIMUM SEP ARA TlON BETWEEN WATER AND SEWER LINES IS TO BE 10 FEET HORIZONTAL AND 18 INCHES VERTICAL. 5. CONFLICTS OF WATER, SANITARY AND STORM SEWER TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. ~ Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FLCerlNos. AACOO188& EBOOO562O LtcOOO210 PROJECT LOCATION w z w w ~ t:J lJ L ~ EAST B Y DR ~ :5 0' ..... f- ...J ~ l:J ~ CONSTRUCTION NOTES FINISHED FLOOR ELEV.-- LOT TYPE- 1. ALL PROPOSED WORK WITHIN THE CITY OF CLEARWATER RIGHT-OF-WAY MUST COMPLY WITH THE APPLICABLE CITY OF CLEARWATER CODES. 2. ALL WORK OUTSIDE OF CITY OF CLEARWATER RIGHT-OF-WAY MUST COMPLY WITH APPLICABLE PINELLAS COUNTY CODES AND SPECIFICATIONS. 3. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL EXISTING OCCUPATION AS NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. ALL EXISTING OCCUPATION IS TO BE REMOVED BY SAWCUTTlNG ALONG THE PAVEMENT TO REMAIN. 4. ALL DISTURBED AREAS NOT SPECIFICALLY ADDRESSED IN THE LANDSCAPE PLANS SHALL BE SODDED. 5. CONTRACTOR IS TO OBTAIN EXISTING TOPOGRAPHIC ELEVATIONS PRIOR TO CONSTRUCTION TO ASSURE THAT PAVEMENT WILL DRAIN IN POST -DEVELOPEMENT CONDITION, 6. BASE INFORMATION WAS OBTAINED FROM SURVEY DATED 10-17-00 PROVIDED BY NORTHWEST ENGINEERING, INC. CONTRACTOR IS TO VERIFY EXISTING OCCUPATION AND DIMENSIONS OF EXISTING OCCUPATION WITH THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. SILT FENCE SANITARY SEWER SANI T ARY SEWER SERVICE WATER MAIN REDUCER GATE VALVE WATER MAIN SERVICE CONSTRUCTION BLOW-OFF FIRE HYDRANT ASSEMBLY FORCEMAIN RECLAIMED WATER MAIN 6. SANITARY SEWER LINES SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE BURIED APPROXIMATELY ONE FOOT BELOW GRADE OVER THE SANITARY SEWER LINE. THE TAPE SHALL BE CONTINUOUS BETWEEN BENDS AND SECURED TO EACH BEND. THE TAPE SHALL BE AT LEAST 5 MILS THICK, 2 INCHES MINIMUM WIDTH AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED IN PERMANENT BLACK INK WITH 1 INCH LETTERS "CAUTION SANITARY SEWER LINE BURIED BELOW" ON GREEN BACKGROUND. TAPE SHALL BE TERRA TAPE OR EQUAL, ELECTRONICALLY DETECTABLE TAPE. SECTION NAME ~ SECTION LOCATED ON SHEET NO. ~ SECTION NAME-- .-.. 7. ALL PVC WATER MAINS SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE BURIED APPROXIMATELY ONE FOOT BELOW GRADE OVER THE WATER MAIN. THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES AND SECURED TO EACH VALVE. THE TAPE SHALL BE AT LEAST 5 MILS THICK, 2 INCH MINIMUM WIDTH AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED IN PERMANENT BLACK INK WITH 1 INCH LETTERS "CAUTION WATER MAIN BURIED BELOW" ON 61..U.E BACKGROUND. TAPES SHALL BE ELECTRONICALLY DETECTABLE TAPE. PINELLAS COUNTY, FLORIDA General ServIces Department Construction Admlnlstratlon 509 East Avenue South Clearwater, Florida 33756 .. RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE DRA WING INDEX PAVING, GRADING & DRAINAGE NOTES SHEET DESCRIPTION NOTES AND LEGENDS EXISTING CONDITIONS AND DEMOLITION PLAN HORIZONTAL CONTROL AND WATER DISTRIBUTION PLAN PAVING, GRADING AND DRAINAGE PLAN PAVING AND GRADING DETAILS EROSION CONTROL DETAILS STORM SEWER AND WATER DETAILS OORE SECTION TAKEN ON SHEET NO. 1. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS. 3. CONFLICTS OF WATER, SANITARY AND STORM SEWER TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY, 4. STORM WATER MANAGEMENT PROVIDED IS IN ACCORDANCE WITH CITY OF CLEARWATER AND SWFWMD REQUIREMENTS. 5, PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURE FOR INLETS AND MANHOLES. PIPE SLOPES ON FLARED END SECTIONS AND MITERED END SECTIONS ARE CALCULATED FROM CENTER OF INLET/MANHOLE TO END OF STRUCTURE. 6. GRATE INLETS SHALL USE STEEL RETICULlNE GRATES (H-20 LOADING). C-1 C-2 C-3 C-4 C-5 C-6 C-7 CONSULTANTS S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa, Florida 33602-5181 Tel 813.221.2424 Fax 813.221.2289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY EROSION AND SEDIMENTATION CONTROL NOTES ~...g ENCnNEERINCi ASSOCIATES, INC. 4921 MEMORIAL HIGHWAY ONE MEMORIAL CENTER, SUITE 300 TAMPA, FLORIDA 33634 PHONE 813 880 8881 FAX 813 880 8882 E-MAIL klng@kingeoglneering.com 1, DURING CONSTRUCTION THE CONT.--<ACTOR SHALL PLACE STRAW BALES AT THE UPSTREAM END OF Ai..L STORM SEWER PIPES UNTIL DRAINAGE STRUCTURES ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF Dj; ~INAGE STRUCTURES ARE COMPLETED. THE CONTRACTOR SHALL PLACE STRAW BALES STAKED IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL PROVlC:. ~iLTATlON REDUCTION DEVICES FOR THE DISCHARGE FROM THE DEWATERING PROCESS (IF REQUIRED) SO THAT DIRECT DISCHARCE DOES NOT OCCUR. 4. THE CONTRACTOR SHALL CHECK ;'._L EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED AT CONTRACTORS EXPENSE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT, LEGAL DESCRIPTION ......... " Legal Description (*) see survey note 1 A parcel of land lying in the Southwest 1/4 of the Northeast 1/4 of Section i6, Township 29 South, Range 15 East, Pinellas County, Florida, more particularly described as follows: Begin at the intersection of the Westerly right-of-way boundary of Osceola Avenu~ and the Northerly right-of-way boundary of Court Street (formerly Haven Street); thence S.8ge50'27"W., along said Northerly right-of-way boundary of Court Street, 408.73 feet to a point of curvature; thence by a curve to the right, havin5i a radius of 182.23 feet, through a central angle of 71e38'00", an arc of 227.83 feet and a chord bearing N.43e05' 40 'W. (N.43e04'05"W. field), for a distance of 213.28 feet; thence N.07e16' 40"W., a distance of 94.47 feet; thence N.8Se38'10 'E., a distance of 562.29 feet to the Westerly right-of-way boundary of Osceola Avenue; thence S.00e54'39"E., along said right-of-way boundary, a distance of 262.03 feet to the Point of Beginning. containing 3.09 acres (f) TREE LEGEND 8" ~ palm tree & diameter 6" it pine tree & diameter GENERAL NOTES 3" 9 tree (see each) NOTE TO THE CONTRACTOR: TREE BARRICADES AND EROSION CONTROL MEASURES REQUIRED. TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. PC-3 ASPHALTIC CONCRETE IS TO BE IN ACCORDANCE WITH PINELLAS COUNTY STANDARDS AND SPECIFICATIONS. 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. 3. ABOVE GROUND OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE UTILITY OWNER(S) BEFORE BEGINNING WORK. 1-800-432-4770 (MIN. 48 HOURS IN ADVANCE). 4. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT 791-1441 FOR VERIFICATION OF THEIR LOCATION AND ELEVATION. ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION. 5. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AS SPECIFIED BY THE CITY OF CLEARWATER EROSION CONTROL. 6. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. 7, ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC. OF THE ROADWAY IS TO BE COMPACTED PER CITY OF CLEARWATER(FIELD DENSITY T-191 OR T-238) 98% OF AASHTO T-180 METHOD "A". 8. CONFLICTS OF WATER, SANITARY AND STORM SEWER, AND UNDERDRAIN SYSTEMS TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. 9. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS AND IRRIGATION SLEEVES SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 10. NO TREE REMOVAL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A PERMIT HAS BEEN ISSUED BY THE CLEARWATER CITY CODE CHAPTER 50 & 52. THE CONTRACTOR IS TO EXERCISE EXTREME CAUTION IN THE VICINITY OF TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK OR ANY VIOLATION OF CITY OF CLEARWATER CODES. 11. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES FOR INLETS AND MANHOLES. ALL PIPE LENGTHS ARE PLUS OR MINUS. 12, NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS. 13. THE CONTRACTOR SHOULD USE EXTREME CAUTION WHEN WORKING IN THE PROXIMITY OF THE OVERHEAD AND UNDERGROUND GTE AND FPC UTILITIES. 15" ~ oak tree & diameter Marty l. Morlan I ' I JAN 2 4 200t , FL P.E. NO. 45326 EXISTING LEGEND REVISIONS NO. DESCRIPTION DATE SITE DATA ~ limits of existing po""ment removal EXISTING PROPOSED REQUIRED ZONING DISTRICT: USE: D OFFICE BLDG/PARKING GARAGE D OFFICE BLDG/PARKING GARAGE N/A N/A LOT AREA (SQ.FT. AND ACRES) GROSS AREA (WITHIN PROPERTY LINES): LOT WIDTH LOT DEPTH: VEHICULAR USE AREA (V,U.A.) GROSS FLOOR AREA AND F.A.R.: SETBACKS (ALSO INCLUDE DIMENSION ON SITE PLAN DRAWING) FRONT: SIDE: REAR: 134,600 SF (3.09 AC) 262' 562' 81,116 SF (1.86 AC) N/A 10,000 100' MIN. N/A N/A N/A 134,600 SF (3.09 AC) 262' 526' 87,632 SF (2.01 AC) N/A 3' 28' BLDG. 7.5' PARKING GARAGE 3' 28' BLDG. 7.5' PARKING GARAGE 2' 25' 20' 20' 2' HEIGHT WITH BONUS PROVISIONS (IF APPLICABLE): 13':i: 23' -6" 30' INTERIOR LANDSCAPING (SQ.FT./% OF PAVED VEHICULAR AREAS; ALSO DEPICTED ON P,G & D PLAN DRAWING BY CROSSHATCHING) (10,712 SF) 13.2% (8,111 sF) 1 0% PARKING SPACES 253 515 N/A ~ Architectural, Engineering, Planning and Environmental Services F.L. t:"1 ~Mln. Throo. t 5" ~ #3 Dowel 10" D~'C' ..... r--.. " r- 2'-g" _ ~ I~...~"I . '- , -' ..0- c ,.f ~ '::E '"'- (\j ~~~~e~~I~~ ~I~~: ~(_I~~,e~~o.lly ~. ~~~:E~~~~j'"o~~i"tE0~E~~~~ lIrI- U Length Vo.rles (See Note D Fire Hydro.nt AsseMbly (T yp,) - ~ 14'-01 Mln, #4.6" D.C./E.'vI. SECTION y-y -..... ----...... SECTION X-X · Mech. Joint Vo.lve Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FLCert.Nos. AACOO188& EB0005620 LtCOOO210 Cold Jol Cold Joint #3 Dowel 10" D.C. 8" Brick Mo.son to Underdro.ln nllgnMent ndJusted wIth 1/16 bends not 90. ells #4-12" #4 o.s shown ~. . Concrete filled 4" p,v,c. #4 R bo. ~ support post to be used e 0. t center of Inlet throo. ts on double wing Inlets. Dlsto.nce V o.rles Bo.ck of Curb or Edge of Po.veMent y 1 DET AIL A NOTESI 1. On Hydro.nts Requiring Runout Lo.st Two Joints Must Be Restro.lned Per Deto.ll 403 (2 of 2). ~ 'vi 0. ter Mo.ln L:-o. y t x NOTES 1. 'lr.INn pipe d1o.M>t.... ltxcHds 30", ,,,l.ts sho.U not btt uslPd elS JUI'lCtlo" box", lhollt th..... pIpn pltr Int.t, 2. Cho.",r.,- aU .xposlPd lPdgu, 3. AU Conct"lftlP 3,000 p.s.L 4. Clmtltr suppoI"'t shelU blt uHd 0" doubt. wing ,,,t.,ts. SIPIP Dlftalt A. TOP VIEW R.H. - L.H. DR DOUBLE \.lING INLET 1lI C ::::; ~:. :--0 .' . 4:'~ "'., .: :. ~ " L SECTION A-A 18" Min. 24" Mo.x. Mo.x. 15' - Mln, 4' Box PINELLAS COUNTY, FLORIDA General Services Department Construction Admlnlstratlon 509 East Avenue South Clearwater, Florida 33756 TYPE F WING INLET FOR STRAIGHT CURB 21201 NTS c ~ 5/8" Min. 4 Required - Pick Hole 7 S 1-114" 1 t7 ..... iM.Ch' Joint Valvo ONLY APPROVED Kennedy Gunrdlnn No. K -alA Muller Centurlnn No. A-423 U.S. PIpe Metropoll-tnn "-- R~strQlnlng Joint <Typ.) RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE - ..0 I Cu - (\j L o Required NOTES. 1. Steo.Mer Connection to Fo.ce Street, 2. All Fire Hydro.nts to ho.ve 5 1/4" Vo.lve Seo.t. 3. Fire Hydro.nts Sho.tt be Plo.ced o.t Street Corners or In the R.D.'vI. AdJo.cent to Side Lot Lines 'vIhenever Possible. 4. See Sheet 3 for Typlco.l Connections 8. Fittings, CONSULTANTS RING - HALF PLAN Non Skid Po.ttern Required FIRE HYDRANT ASSEMBLY 40202 NTS WALTE S T Rue T U R A l E N G , NEE R S - v " (") 36" ~231~ 21" Mo.chlned Surfo.G SOLID COVER 201 E. Kennedy Blvd.. Sufle 300 Tampa. Aorlda 33602-5181 Tel813.221.2424 Fax 813.221.2289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY ..... .. (J\ L o - ~- ,(\j 7L I 22-3/4" 1-.1 0 ~~f Mo.chlned Surfo.ce See Index No, 201 RING - SECTION Mlnl",ul"l 'Weight 7'1 232 lbs, 9'1 27a lbs. SOLID COVER SECTION Mlnll"lUM 'Weight 128 lbs. At T erMlno.l Mo.nhole Clny Or CeMent Brick Mo.sono.ry .. <I: - ~...g ENCINEERINC ASSOCIA TES, INC. 4921 MEMORIAL HIGHWAY ONE MEMORIAL CENTER, SUITE 300 TAMPA, FLORIDA 33634 PHONE 813 880 8881 FAX 813 880 8882 E-MAIL klng@klngenglneerlng.com .. f"'-. NOTES 1, 'Where rondwny bnse Is a'l or -thicker use 9' ring, nll other cnses 7'1 ring Is perl"llsslble. 2. Mnnuf"ncturers Model of storl"l ring nnd cover to be o.pproved by City Engineer, 3, Perforn ted covers, when required shnll be sll"lllnr to solid covers. - ~ .. ..c - +> u Q. .. 1lI ~ STORM SEWER MANHOLE COVER 20101 NTS Squo.re Bottol"l PerMitted SECTION A-A A B C D E F G Shnllow 0'- 4' 2'-6" 4' Mnx 3'-6'1 24' Mnx a' #3 nt 12' E.'W. Stnndnrd 4.1'- 6' 3'-6" 6' Mnx 4' 30' Mnx a'l #5 nt 10' E.'W. Deeo 6,1'- 10' 3'-6' 7' 10' 4' 4a' Mnx 12' #5 nt 10' E.'W. Deeo 10,1'- 14' 3'-6' 7' 14' 5' 48' Mnx 12' #5 nt 10' E.'W, Marty L. Morlan I JAN 2 4 2001 I FL ~E. NO. 45326 NOTES 1. All concrete to be 3000 p.s.l. STORM SEWER MANHOLE DETAIL 20201 NTS REVISIONS NO. DESCRIPTION DATE t--I :::.<: J I o U (f) <( 3::. 8" 2'-8"M1t1. 8" storm A_ R"o a eo".,. See Index ft03 ~.m d1~.J.!r....eXCHft 30", Inlet. ehaII not 2. ~'T"J cJ ~~ed ~.e:: IIniII !PlPee per Inlet. 3. Aft concrete eIiaIl be 3,~ p.e.L 4. Cent.,. ~, eIlall be UHd on double wItI9 1nIete. S.. Oetaff '8. (j c: t--I AddItIoMl 14 Reber A. Shown (Typ.) 1114 Rebar 8" O.C. Eac" Wo (Typ.) . Cl) (J) <l.l ...., ro ..... (j o (f) (J) <( en c: ..... c.. <l.l <l.l c: ..... en c: w en c: ..... :::.<: f 11'-0" Tr-. (Typ.) ~ -1LLu.. ._..m14 RebGr WIre To ~ Retalnlna Nut _ - 0- =---::,.. 4"x 4" II 318M GoIYenIzed WlIIt Waeh.,. ~ stMl Angle Iron 10" LOflll x 112" GaIvonlzecI 9teel Car 80" Z O,C. yp. DETAIL "A" TI <l.l 3: 10" LOflll x 112" Galvanized SIM' CarrIove Boll. 2' O.c. DATE ISSUED: JAN. 2001 REVIEWED BY: DRAWN BY: DESIGNED BY: AEP PROJECT NUMBER 5351-004-000 . Cl) 4'-0"WJno or 6'-OMWJnt 4"x 4" II 3/8" Galvanized S'eel Angle Iron PLAN VIEW ..... o o cu ..... "<t LD ..... Flowline EJev @ 1998 REYNOLDS. SMI1H AND HILLS INC. m o "<t cu c: ro J SHEET TITLE Cltamf.,. <:onere e 45 (Typ.) DET AIL "B" ; ;., STORM SEWER AND WATER DETAILS en 3: TI L f-- (f) , f-- W o ---- (f) TI (j ---- "Cl TI ro (j ---- o o o ---- "<t o o ---- ..... LD 0"l LD .....' ....... ..... > ..... U I 3: CL ---- C:i TYPE E WING INLET FOR MODIFIED CURB 21101 NTS SHEET NUMBER C-7 CONSTRUCTION DOCUMENTS / / / l il I / lii I / 18 41~~1 ~--- C/ l ~1"1. U ~c, 0 I [J 5 / .~) ~ \.)) , / E~ .:. ; i I . i-' / I I I ./ 0 i~~.'='" == rD 1 " ~.._-- ____ .___ 0 / t..-" rc==r ~ ' ___ ... ..._. : I 1-- ... 'I =-1 I _ _ . i 0 . .. _ 0 I II ./.."T"\. 0 --:;;-=-~~--::==~.::-~]I ~ -~--== j] 0 0 II-~- , _ _ _ _ _ _ -.-J I I ~ - - - - - - - - - - - - - -r- - -11- - - - - - - - - - - - - - ~ - - - - - - -- 1/ 1/ r;:c ~ D u ==j I ..... D u .... :---- D u : i ~ ~ ~I I ~ r $-: ~ ==.C I! 0---- -= 0 =-- [I~ i I 1 ~ i I i -f ~ (. '" ,- ~cf-- 1- '_'_n I -~ [J "- l~1 u j ~-- -.- I -- t-- \ (,! .C', .~ II eft--- ! 0 Ci ; 0 I f I I i : J ~=._'::: ~:J~~)~ 19 [J: 19-~ " : I '! I : : .: --=,-.~.~ _~ ._ L__ I I ~-~~~~ I 18 P- _T I (' !-~-- \ I !II~~ ~ UP I..--~ ~ ;/ ~.,~~~......~ :::::RS lEi NEW sQ J -- - - " '>-<=~- -j! C:;TION -'rR~i~:~~~~S .7 Ii --'w -- 0 : EXISTING ENTRANCE AND I EXIST. BACKFLOW I I EXIT AT COURT STREIT : _' _.__.___ ~_.__:~;~~~ WALK. 0--'''''-_ 0 I, ""- HC RAMP ~~~-,._- EXISTING CHILLER I : ,/ I: '_ 0: I ~ I I 10 I 1_~Or- 0 I I I. EXISTING PARKING I :j [J L __ _ INPROVEMENTS : EXISTING OFFICE BUILDING I . I : V-i~~~ D u- I 0 I _ __ 0 I :-1 0 1- D u : : ,Gllt~ ::! '.1 I I fj /IJV//7~ I 1,,\\ . l _ - - I I G=ull) 17 ! 0 117 41 I I o~- ~O--' CI ~-~- 0 I I I I I . I I . L. -. -. _. -. _. -. -. -. _. - .~. -.-. -. =. -~='=O1' = f' _. -. _. _. -) -. _. -. - -~=. -. -.-' -. -. -. _. ~- .=.-. -. -. -. -' -. _~.J ------- _~~_.__.,_'c'c._.~,-~--- - -==----..~ ~-------- --- OCEOLA AVE. '1 .- - . .- .- - - -' - - - I I I I I I I I I I I I I #,,6t~ _ ~ ,Ag 1 I PROPOS~O'~c~: i I I I I I I I I - /' .- /' -.- /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' / / / / / / / / / / / / / / / / / / / / / / / / I / / / / / / / NEW CONTROLLED// ENT. AND EXIT / / / / / / / / / / / / / / / / / / I / I I i - -" - - - - .- - .- - ...--- ,/ /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' /' / /' / / / / / / / / / / ~_~_==~-c= = = = = = = = = - --==-~~'--::::...._ /r (=J -"'~ /./ ~~ ~/ ~ // , ~ / "\, /~ / ~ /) c:> _______ "\\ V ~='=~=~- =--------==.. \\ (=J EXISTING PARKING INPROVEMENTS c:> -"'~/U') I I _I /1'0 I - -' -' -' - - - - - - .- - EXISTING RETENTION POND - ,/ " ", ", ", /' / / / / / / I / / I I I I I / I I I o I / I / '\ I I u EXISlHl >0 I i o o ~I I ~ -) PROPOSED PROPERTY LINE NEW STREET R/W -I EXISTING PROPERTY LINE o 10 ! 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 I I I I I I I I I I o o SITE PLAN SCALE: 1" = 20'-0" @ Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FL.Cert.Nos. AAC001886 . EB0005620 . LCC000210 PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33756 RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE CONSUL~T ANTS WALTE~OORE ~ T ~ ~ ~ " ~ ~ ~ ~ ~ 00 @ D 00 ~ ~ ~ ~ 201 E. Kennedy IBIIYOJ.. Suite 300 Tlllmpcll, f~OOda 33602-5161 T0i 813.221.2424 fax 813.221.2289 IFloodla IEnglnooriltij I:luW0058 No. 3818 HlOUSTOIII DALILAS 11'",11II1)'", ATILANTA ORILANDO KANSAS CllfY REVISIONS NO. DESCRIPTION DATE PARKING: sro: He: SITE: 0 1st LEVEL: 175 9 2nd LEVEL: 194 3rd LEVEL: 137 TOT AL: 506 + 9 = 515 DA TE ISSUED: JAN. 16, 2001 - -- - ~ ---~..- -_.---.._-_._~ ~-~-, REVIEWED BY: J.S. ---- DRAWN BY: M.M. DESIGNED BY: J.S. AEP PROJECT NUMBER 404-1909-000 An 1.DWG (0 1998 F~lYNOLDS. SMITH AND HILLS INC. SHEET TITLE ORA WING INOEX : SITE PLAN COVER C-1 SITE PLAN L -1 LANDSCAPE PLAN A-1 SITE PLAN A-2 FIRST LEVEL A-3 SECOND LEVEL A-4 THIRD LEVEL A-5 ELEVATIONS & SECTIONS S-1 FIRST LEVEL S- 2 SECOND LEVEL S-3 THIRD LEVEL S-4 SPEED RAMP PARTIAL PLANS E -1 ELECTRICAL SITE PLAN E-2 ELECTRICAL FIRST LEVEL E -3 ELECTRICAL SECOND LEVEL E -4 ELECTRICAL THIRD LEVEL PHASING PLAN MOBILIZATION/STAGING SHEET NUMBER A-1 OF 98% SUBMITT AL NEW CONCRETE WALL f CURTAIN WALL SYSTEM T T T cp T r T r T FF =I E::: ~. -. ------- NEW STRUCTURE I ~I DD CC BB AA - ~. - '"' ELEVATOR SOUTH ELEVATION SCALE: 1/16" = 1'-0" NEW STRUCTURE B RAMP SLAB BEYOND AA BB CC DD EE FF @5 1-- .. T r T T cp T T T T T 1118E 'I>'l jile==t~ _ , I H F'j cSl ~ I ,. '~ IIld" ~ - "31 ~ ~I~ ,II .11 ,II II ,II II II II II II ~-- II 'II 'II II II II II II II II ............~.......... ,. -~ ID -..- I ~ ~ ~+ NEW STAIR - I ~. : =~= . . U . . ~ "1 AND RAILING '") II -- II .~.. ~ -- - :-; -- 11~1i I II ~ =1 ---- ~. - IIEc"Ec II =='II . _C<. II II .11, .. II II U") II 11.r.. . II II II ------- cC' t:;;. -~ l~c::=JL =.JL':: -~ II II ---. II ~ JI 'JL - ~JL._'._" . .JL-:. II ~".............~.......... I u.~ C::~ .~ IL "~ --==== .~ ~ --- ~- _...J - ~'""l__ EXISTING STAIR I " ~____../~"1 AND RAILING + ~/u ~ v/ 1'0 r- L-EXISTING DECK (NEW RAIL) _NEW UPPER DECK U") I CX) r- AND RAILS NORTH ELEVATION SCALE: 1/16" = l' -0" NEW CONCRETE WALL @> NEW PIPE RAIL SYSTEM 1.8 . . T 1ST LEVEL I . EXISTING STRUCTURE NEW PRECAST PANEL NEW STRUCTURE 0.9 1.4 .1 _-- ;0---_-.:/ I 1 3RD _L~EL i I HI . I 2ND LEVEL NEW CONCRETE WALL EXISTING CONCRETE RAIL AT RAMP CONCRETE CURB EXISTING PRECAST PANEL CONTROL GATES AND CARD READER ELEVATOR WEST ELEV A TION EAST ELEV A TION SCALE: 1/16" = 1'-0" SCALE: 1/16" = 1'-0" COLUMN ___1+ or 1" DIAM. CABLE AT 4" O.C. - SLAB ELEVATION - CD ~ - N "'-. _.~---- --1 2" DIAM. EYE AT EACH CABLE - CD '-.l ("-I I - N m -, I - --------------..---- ---,- "--------- ----------------:--- .. SURFACE MOUNTED PLATE FASTENED WITH EXPANSION ANCHORS AT EACH COLUMN 4 3/4" SLAB FIELD TO VERIFY DIMENSION (J) - LLJ CL <( > 4 3/4" SLAB - (}) co I 1") 24" P /C JOIST .1 " ~+ co "'-. r-- SECTION AT RAMP PRE-CAST DET AIL SCALE: 1/2" = 1'-0" SCALE: 1 /2" = 1'-0" 0---- - 0 0 0 0 co 0 I 0 0 r-') TRAFFIC COATING TOP LEVEL 4 3/4" CONCRETE SLAB 24" PRECAST KEYSTONE JOIST PRECAST SOFFIT BEAM POURED IN PLACE CONCRETE COLUMN PAINTED 2" PIPE RAIL co I o o o o PRECAST CONCRETE SPANDREL PANEL H l'l I 1'0 SECTION SCALE: 1/4" = 1 '-0" INTERMEDIATE PIPE RAIL 4" OPENING REVEAL ACCENT PAINT CONCRETE SLAB ON GRADE T w T 2.8 ? o >cEoLA @ Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FL.Cert.Nos. AAC001886 . EB0005620 . LCC000210 3RD LEVEL ~. 2ND LEVEL PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33756 RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE ~ 1ST LEVEL -=-v- ------- CONSULTANTS WALTE~OORE ~ ~ ~ ~ ~ y ~ ~ ~ ~ ~ 00 @ 0 00 ~ ~ ~ ~ 201 IE. Kei1lliledy 1BMlI., Suite 300 lflmlfPllJ. fiortda 33602-5~8~ T~ 813.221.24~ f'lIl( 1313.221.2289 Floolla ElIglnoou1i1ig Iawlooss No. 3818 HOUSTON DALIlAS T~I1lIIJ"~ ATILANTA ORILANDO KANSAS CITY REVISIONS AV~ NO. DESCRIPTION DATE DA TE ISSUED: JAN. 16, 2001 ------ ------------_..--- REVIEWED BY: J.S. -------------- - ~_..- DRAWN BY: L.S.H. -_._-~_.--- DESIGNED BY: J.S. AEP PROJECT NUMBER 404-1909-000 A-5.DWG ((:) 1998 Rti'NO[ DS, SMITH AND HILLS INC. SHEET TITLE ELEV A TIONS PRELIMINARY FOR INFORMATION ONLY ~ TO BE USED FOR CONSTRUCTION. BIDS OR PROCURMENT SHEET NUMBER A-5 90% SUBMITT AL FUTURE NEW' CONSTRUCTION TO BE BY CITY OF CLEARW'ATER o o ~ -----.------- ~' - - ---- . / /'.:: / ---- / ~ ;-- ~ ,----- //// //:..-' ~S1 /,./ //~. \C\ /~/ ~/ ~~ /- ---~. /,/ /,' ./~ // //. /~ - / /---. /// ./ / / /; - / / / /7 /',/ /. /// / _// / _/ / / /;;? / / -/ / - / . / ./' / / r // /. / / ~ / / -/ / / /. / / Q / // // /. /// , ~. / / ~ . . " / /;} . / // ." 1/ /,,/ /1 ~./ II 1./ II j/ II // I /. / I I/-I I I II I I f' I I /, I II fl' I I /, I !. I I I" ,I ~I / I IJ . I I / I (i / A " II I I. II I \ I / 1 I ~: I I I I \\ 1 I \\ I I ~'l l -~-~ FUTURE NEW' CONSTRUCTION TO BE BY CITY OF CLEARW' A TER - .".,. o --:; jl Ii I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I /I I /I I II I II I /I I II I II 1 II I II I II I ;11 /I !il II II ii I II II ~\ \ I \\ II \\ I! "" I ',-- i- I I I ~----r- I -,-1- 0" fi~.-+ \~ _~c ~- c::-::?l' . )) I O~ 1 1/ ---~- /j I ~I; '~ ! / =c::- //'/T f- II I ,- I I I (( )ti II '1 II . I, OJ I . II 'r I( II I il II I II I II I o a~ I \" I -------------.;---- ---- --- -::..>::, ~- ......- ---------._~----^--- -_._-------~---~---- <:::::: ~// ~::.:... ---- ,-' I o ~ REFER TO CIVIL ENGINEERING PLANS FOR PARKING LOT DEMOLITION () ~--U__O=/_d_J~~- *-~~~--- ~'~~-~T l~ ~ ~ N :; I'--~ :: 1'0:: I ' I I I -I -1 I -::I' -.1 JJ II . "'~ 1__ ._1 ----- - -" -' .-' .- .- - [iJ/ /' /' /' - ,/ /' / /' /' /' [3J ~ rn ~" /~ ~ ~ \ ~ ~ ~ ~ \\ \\ \\ II II II II II ""---- .:..:.==-==.:.=~=-::.:.~~.~ - --- -- -- -- - ---~ -- -- ~~~? \\ '" ~~ \\ " \) I" l II I 1\ - - -- -_~_=---~ ,. -=~.::-__ ____ II I I \ \ /) REFER TO CIVIL ENGINEERING PLANS F PARKING LOT DEMOLITION '" \ \ \ \ \ \ \ ~ o ~ ~ --------~-----T - -- ----------- _.------.-.- --_...-._--- ---------..---- II 11 II -+t-~ II Jt , II II 11--- 1\ -~ II II . ~ Ii ~ II II I -II I [Ill I II 'IT---~ _I u~~----.~ III II I ~ II ~-- -JI I I =- --=-::-, II.,~ II II II '-'---rr-~ II __l_ .--i--~ II II --tt--- II _11--- - ..- ~ /1 I~~ "" /~'11 I J} <D'~ "" \/:"~/ ,III 1"'0' \(;:/ I i'J ..,. 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I-l C h~ W I-' C <:: U. h (J 15" ~ 8" ~\ o 82" 8" 9 \TR ~ X r;Fl L!J PALM TREE AND DIAMETER Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33601 813-289-5550 FAX 813-289-0263 www.rsandh.com Fl.Cert.Nos. AAC001886 . EB0005620 . LCC000210 PINE TREE AND DIAMETER UNKNOWN SFECIES EXISTING FALM TRANSPLANTED EXISTING TREE FER LEGEND TO BE REMOVED I-" to to CXJ BARRICADE St4ALL BE FLACED 10' FROM TRUNK OF TREE, TYF. SEE DETAIL 6/L-:3 ....... I'\. ~c C I I-' '1 CD C CT 3: r-- ru TREE COUNT PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33756 14ARDUJOOD FALM (0:3) 4" (0'2) 5" (0]) <3" (02) 8" (05) 10" (01) <3" (0<3) 12 II (01) 9" (0]) 11" (02) 10" (02) 18" (01) 14" (01) 18" (12) (18) RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE TOTAL TREES, 30 CQNSJJL T ANTS WALTERiMOORE S T Rue T U R ALE N GIN E E R S NOTE, ALL PROTECTIVE BARRIERS S14ALL BE FLACED AROUND ALL FROTECTED TREES PRIOR TO LAND FREFARATION OR CONSTRUCTION ACTIVITIES ACCORDING TO T14E FOLLOWING, 201 E. Kennedy Blvd., Suite 300 Tampa, Florida 33602-5181 Tel 813.221.2424 Fax 813.221.2289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY A. AT OR GREATER T14AN Tt4E FULL DRIFLlNE OF ALL FALM AND FINE TREESt B. AT OR GREATER T14AN TWO-T14IRDS OF T14E DRIPLlNE OF ALL OTt4ER Fl~OTECTED SPECIES. C. AT OR GREATER Tt4AN T14E FULL DRIFLlNE OF TREES WIT14N A SFECIMAN TREE STAND. _r-1I'__1_-'._ nc. V 1~lvn~ NO. DESCRIPTION DATE \':\-.=.. --=- \\ \\ '\ II .+- il " \ . __ __'xl -Il', ==- =- '..- -~ I I I // -4- == === =-.:::-~ =-=.:.. .-- == =-----.- --==- -=--- --~ ----- -- - --~- -- -----e:... == == =:=== =--~ == ~ ~ 1'1 '. I; I I III II I i I il~1 i:1 II I ill fl -- j '11 [1_ I !II I DI II II I i I II I ill II 1.1 II~I !I II ;3, I 11 II: . I i I I .1 II I II II I i I II I i I I I I I I I I I I L ._. . . . . . ;::/ 1= = ='\ I; I II c_ -~\ \\ (I' " I I 1\ - ~{-- \~~ ~C\> I [ I~ \.....\... >'1\ '<==c, .~,:,c",=,-l --=' -=- ~ -'= -- -=- \~ fl ~ IF-'-".. II ---"\\'-". ---11-- ..'l II Ii \\ II --tf- II II 11 JL_JL____ II II II II 11 II II \1 II Ii II II II ~ -c_-=_-= ~ .u. -1\--1\=-=' . II 1\ I, j--- II 1\ II I ./1-11 ;;--~ II II il~.1l...-.- REFER TO CI II II ENGINEERING PLANS FOR II II PARKING LOT DEMOLITION ) I]~ .J- ._, - - -_,,, )) )( 1;1 _ _ _ -- -- _ ,-- -- -- -_....!.}- DATE ISSUED: JANUARY 16, 2001 --------~- REVIEWED BY: JS DRAWN BY: DMZ - -~--'--~--- -- ~~.- ------- DESIGNED BY: DMZ AEP PROJECT NUMBER 404-1909-000 XXX.DWG 00-00-00 12:00p @ 1998 f<fYNOLDS. SMIIH AND HILLS INC. SHEET TITLE TREE PROTECTION AND REMOVAL PLAN:f,;:.\., '.'" "~'~~.~ ,_' C,'. ", \ 11, ~,' ,_; .. ',*,,"H:,-.,7" '. .:', -. ~,- ~- \ :~,_..;t".~~ SHEET N~n~'"~:.)""-v>'~, L jil.i'rt~J":.~~\~f ~ .,,, 'S.:.I"'''''''! '';:~~-''''>' ,y . ~Y':"~~t~~;(~{f i ~'"i(-"::-~-:~.1"~~~",,'."\':., :'~ ,;-, -,t~;:;. :Aj;'f,s.;\....'._ I 1 0 0', "fi/;:;~~'\Y' ", '\ 1 "";";1~'~' 70.t" .'. ,., SUBMIT'T;Mt .'. 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" " " ./ / / / . / / / / / / / / I I I I I I I f 11\ \2y/ '. .' ,'- : I '. -.- . ..' ~ 01 I /Y"'<> (/ ~ o o .. I-~l~l" F /18\ ~ o (J -1 /iW\ ~ LJ o /"IT'--'---, o D f---------- 01 o o ~ ~f ~ \ '-- \t \J <~ .-'""''\~ \ j,' '. \ 'v LANDSCAPE NOTES PLANT LEGEND I. PLANT MATERIAL St-lALL BE FLORIDA NUMBER I GRADE AS OUTLINED IN "GRADES AND STANDARDS FOR NURSERY PLANTS II, LATEST EDITION, PUBLlSt-lED BY Tt-lE FLORIDA DEFARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 2. EXISTING SITE CONDITIONS MAY DICTATE AN ADJUSTMENT OF Tt4E LANDSCAPE PLAN. IF SUCt-l CONDITIONS OCCUR, PRIOR TO MAKING ANY Ct-lANGES, Tt-lE CONTRACTOR St-lALL PROMFTL Y NOTIFY Tl-IE OWNER FOR DIRECTION AND APPROvAL OF FROFOSED MODIFICATIONS. :3. PLANT SUBSTITUTIONS WILL BE PERMITTED ONLY UPON SUBMISSION OF SUFFICIENT PROOF Tt-lA T Tt-lE SPECIFIED PLANTS ARE NOT A TT AINABLE AND UPON Tt-lE CONSENSUS OF Tt-lE OUJNER 4. FLANT QUANTITIES IDENTIFIED ON Tt4E PLANT LIST ARE FOR REFERENCE ONLY. Tt-lE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS SPACED AS SPECIFIED ON Tt-lE PLANT LIST AND IN SUFFICIENT QUANTITIES TO FULFILL Tt-lE DESIGN INTENT. 5. Wl-IERE TREE CALIPER, t-lEIGt-lT, AND/OR SPREAD IS SPECIFIED, ALL ARE MININUM. ~. FERTILIZER TABLETS, SOIL CONDITIONING AGENTS (SUCt-l AS TERRA SORe) AND MYCORt-lYZAE BIOSTIMULANTS St-lALL BE ADDED TO Tl-IE PLANTING AREA ACCORDING TO Tt-lE MANUFACTURER'S RECOMMENDATION. 1. ENSURE Tt-lE PLANTING AREA DRAINS PROPERLY BEFORE INSTALLING PLANT MATERIAL IMMEDIATELY NOTIFY Tt-lE ENGINEER OF ANY DRAINAGE OR PERCOLATION PROBLEMS BEFORE INSTALLING PLANT MATERIAL 8. Tt4E CONTRACTOR St4ALL FULLY ACQUAINT t-lIM/t4ER SELF WITl-I Tt-lE RELATED PAVING, GRADING, AND UTILITY WORK TO PRECLUDE ANY MISUNDERSTANDING AND UNFORSEEN FROBLEMS. Tt-lE CONTRACTOR IS RESPONISIBLE FOR FROVIDING Tt-lE WATER AND/OR ELECTRICITY REQUIRED TO COMPLETE Tt-lE MAINTAIN Tt4E t-lEAL Tt-l AND SURViVABILITY OF Tt-lE PLANT WORK AND MATERIAL, ~. ALL MATERIALS AND EQUIPMENT St-lALL BE INSTALLED IN A PROFESSIONAL MANNER IN ACCORDANCE WITt-l Tt-lE BEST RECOGNIZED PRACTICE OF Tt4E TRADE. Tt4E OWNER AND/OR LANDSCAFE ARCt-lITECT RESERVES Tt-lE RIGt-lT TO DIRECT Tt-lE REMOvAL AND REFLACEMENT OF ANY ITEMS DUE TO DEFECTIve MATERIALS, EQUIPMENT OR WORKMANSt4IP PRIOR TO FINAL COMPLETION AND ACCEFT ANCE OF Tt-lE WORK 10. Tt-lE EXACT LOCATION OF UTILITIES St-lALL BE DETERMINED ON SITE. Tt-lE APFROFRIA TE UTILITY COMPANIES 5t4ALL BE NOTIFIED 48140URS IN ADVANCE OF ANY EXCAVATION, 11. Tt-lE CONTRACTOR IS RESFONSIBLE FOR OBTAINING ANY AND ALL FERMITS REQURIED FOR LANDSCAPE CONSTRUCTION AS REQUIRED BY LOCAL OR STATE GOVERNMENTS. 12. Tl-IE CONTRACTOR St-lALL GUARANTEE Tt-lE t-lEAL Tt-l AND VIC-&OR OF FLANT MATERIAL FOR A MINIMUM OF ~0 DAYS. FLANT MA TER:AL Tt-lA T DOES NOT MEET REQUIREMENTS AS DESCRIBED IN NOTE 1 St-lALL BE REPLACED AT Tt-lE CONTRACTORS EXPENSE. 1:3. TREES St-lALL BE INSPECTED BY A CERTIFIED AReORIST. ALL pRUN!N6 Sl-IALL BE DONE IN ACCORDANCE WITt-l Tt-lE NATIONAL ARORIGT ASSOCIATION ANSI A300. KEY QTY. 60T ANrCAL NAME COMMON NAME NOTES Q) QV I'" Quercue vlginlana L lve Oak ~II CAL, 1~'-18' t-iT, L -. -1 //') '\ ~ ( vEXieting 0... Q ESF 8 Sabal palmetto ~Cabbage Fa ) exietlng ~ Q) w SF 24 Saba I pa Imetto Cabbage Falm I"" Clear trunk at t- Iv 4 lIex vomitoria Yaupon t-ioll~ '" 81 t-iT., 211 CAL Lageretroemla indica I LI 2 'Natchez' Natchez Crepe M~rtle 81 t-iT., 211 CAL. KEY QTY. 60T ANrCAL NAME COMMON NAME NOTES Sweet ~ VO 158 Viburnum odoratfseimum Viburnum 18-2411 t-iT. 3~1I O,C, ~ () !lex cornuta Dwarf 6urford 0 Q IC6 32 116urfordii Nana II t-ioll~ 18-2411 t-iT" 3i&1I O,C, 9 () Rhapioleple indica Dwarf ~ '-" RI .38 IIDwarf UJhltell Indian t-iawthorne 14-2411 t-iT" .3"'11 O.C, Q ~ L iriope muecari Evergreen Giant lB LME 12~ IIEvergreen Giant II L iriope I GAL, 2411 O,C. ~ :r Tracheloepermum Aelatic Q) TA .3"''2~ aeiaticum Jaemine 411 pote, 1211 O.C. Floratlne Stenotaphrum eecundatum St, Augustine SOD 14~"''''ef 'Floratfnel Graee 501 io eoo, weed free CrTY OF CLEARWATER LANDSCAPE REQUrREMENTS IRRIGATION NOTES I. PROvrDE TREE SURVEY 2a. T A6LE OF DE61T DIAMETER TOT AL INCt-iES REMOVED 1211 1"'11 1~1I PROVIDED NUM6ER REMOveD .3 2 '2 I 2 I 1 18 (XI3) I. Tt-lE CONTRACTOR St-lALL PROVIDE AN IRRIGATION SYSTEM Tl-IAT 15 IN COMPLIANCE WITl-t Tl-tE CITY OF CLEARWATER LANDSCAFE CODES. 2. Tt-lE IRRIGATION SYSTEM St-lALL BE FULLY AUTOMATIC. :3. Tt-lE IRRIGATION SYSTEM 5l-1ALL PROViDE 100% COVERAGE. 4. T14E IRRIGATION SYSTEM St-lALL BE EQUIPED WITl-t A RAIN SENSOR 5. Tt-lERE St4ALL BE NO IRRIGATION LINES WITt-llN Tt-lE FROTECTlvE RADI I OF PROTECTIve TREES. t-iARDWOOD 411 t-iARDWOOD 511 t-iARDWOOD 811 t-iARDWOOD ~II t-iARDWOOD 1",11 t-iARDWOOD 1411 t-iARDWOOD 1811 FALMS TOTAL b. TABLE OF CREDIT DIAMTER NUM6ER FLANTED TOTAL INCt-iE5 REMOVED t-iARDWOOD 611 I'" ~"'II t-iARDWOOD 211 6 1211 FALMS 1..311 24 .31211 TOTAL 4'" 1"'.3211 .3. OWNER St-iALL FAY TO THE CITY OF CLEARWATER TI-1E DIFFERENCE OF 2011 NOT REFLACED FOR TI-1E INCt-iES REMOVED, 4. TOTAL NUM6ER TREES 6ETWEEN .3'" - 4~ MIMIMUM .. OF SFECIES = 4 TOT AL .. OF TREES F~OVIDED = 4'" TOTAL .. OF SFECIES FRovrDED = 4 5. FAVED vEl-1lCULAR USE AREA GREATER Tt-iAN 4~~~ sa. FT, 12% OF GvA OF ~118 Sa. FT, = W~ SQ, FT, SII 2",11 1411 1811 2.3.411 122.411 NlA 0.-/0 F I;~ cJ~ FROVIDED 1I5~ SQ. FT. f~~~ "/t1ff1'cf1 /11<; . (}(II; S,-PIcr I< -0 ., ,/ o L CD -:: (j) G 1-" -c:: = G :::J en c..OJ CD 0- n- ,/ L -....j I-' (Jl:::: (Jl ffi n 0- 3: 0- OJ en @ Architectural, Engineering, Planning and Environmental Services I CD L ~ OJ ...... -:: CD 7< n- >-' n- ::J 1= -0 OJ G n O.l ^ , OJ O.l J = Cl. ffi ,/ ::I r -0 I I I\. G)' 10 ----- ~ f\.) = Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FL.Cert.Nos. AAC001886 - EB0005620 . LCC000210 = ro - <: c I-' . Cll n ro c.. (j) O.l - ::J :<> I\. = U. r-; C ~~ l.U ...... ...... <I\. ~c _ I\. ~c C I ...... ---n ro c 0" 3: l"- f"\.) ....... li:l li:l m PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33756 RENOV A TIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE CONSULTANTS WALTERiMOORE S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa, Flonda 33602-5181 Tel 813.221.2424 Fax: 813.2212289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY REVISIONS NO. DESCRIPTION DATE DA TE ISSUED: JANUARY 16, 2001 -----~,--~- REVIEWED BY: J.S. ~--'- DRAWN BY: DMZ DESIGNED BY: DMZ AEP PROJECT NUMBER 404-1909-000 A-1.DWG @) 1998 REYNOLDS, SMITH AND Hill S INC. SHEET TITLE LANDSCAPE PLAN .~, ,~:':,:~ {, ~ '>~~ ..' 'j' '. ,'. . . '.,.. ~.t: . SHEET NUI\~i~R):j"!, ;~::.~.i, L 2"'. '. :.~".!"r;po~;v, -;\'~'~;:"', ~t. '<?~,:/ :: ,,' .\~: 'A.\ ~\ " . . ;,\ 'Ji,,'''::V .... OF . '.. '.'. . -~ - ':' _", ;1"'. ," :c_ ", . .' !,('.' 100%~t~ SUBMITT AL .' ":.. ~ . ,- NOTE: R::MOVE STAKING ~ITHIN ONE YEAR Or INSTAL.LATION. ~IDE, FLEXI8LE 5TRAPPIN6, TI6HTEN ONL Y ENOUGH TO ELIMINATE SLACK TOF OF ROOT 8ALL 5LI6HTL Y ABOVE FINISH GRADE MULCHI :3" DEEF 3"-HI6H SOIL ~ATERIN6 SAUCER PLANTING HOLE AT LEAST T~ICE THE DIAMETER OF ROOT BALL -~--- 2"x2" ~OOD STAKE I 30" LON6, DRIVEN IINTO UND IS TURBED SO I L BEYOND THE PLANTING HOLE~ TOP OF STAKE BELO~ 6RADE FINISH 6RADE ~'---- 8ACKFILL EVEN JI\lITH FINISH GRADE BACKFILL OR FlANTING M I X---- ------_____ --- EXISTING SUBGRADE ---- C-OMF' AC T BACKf I LL BENEA TH ROOT BALL TO PREVENT 5ETTL I NG T -- t:d ~ ~ c. -=A.K I N ~ D- ~--A I L - r'k b ~ T . -~ G -- b T 1- C~L/~I--------) 311 OR LARGER CALIPER; FIELD L-5 . NOT TO SCALE ----- -------------~---------~ ----------~ GRO~N -._-----'----~--.._~-_.- /' ,v ~~ /' --- -- ROOT!3ALL ~ /' //' / - TREE / I /- -- TOP OF ROOTBALL 5L1GHTL Y A80VE FINISH GRADE EL I M I NATE SLACK 2"x 2" UNTREATED STAKE ATTACHED TO 2"x 2" CROSSMEMl:3ER J.^iITH 2-1/2" DRYJ.^iALL SCREJ.^iS DRIVEN INTO SOIL EVEN JAlITH FINISH GRADE -~ I) 1 MULCHI 3" DEEF T BACKFILL OR. FL.ANTING MIX - 3"- HleH SOIL V\iATERIN6 SAUCER J ~4L~/,-:(y1~:<(!\;IY(;'(t~- U\U-Jvt1-'rht":f!r~.t: I ~ ' , ~~11p-r ., . . Ill'- -c-III-III =1111'- cc ~'$:~~~~ ~ x;(~~x ~~~f!t~ I == III~= .. I==II~ Ile-=lllc~~~~ "Xi< ~~~~III,=III=II~...__ ~111~ljl=~'jjj=11 ~~~~ .~ _if, ~~~~~'I~ II~III= I--'III~~ TI-:== 111r'-== III~~~.. .. ~~~~jlli:= III~=IU J I1T~-= III '-c III c ::- II _ - III ~~ ~ x J~ J x i ;';~~y~ III ='" II -= III = -c 1::- II c: - II, -c III-==- III ~-IIII ;(.(:;' IT! ]'. .. ~~U I ~-_ III ~= III -:=- II :Ij! == III ~= III ~ II == III ~-= -I] .~ I II E= := III ~s;UII~= Ill=- II ~ III - .. II] ~-~ 111-- III r-~ /IT r=:= III E=llI=== II r---=llli'=lliL~= III = ~III =~ III III '.~ 111 "T -IrIT ~ITIr=- III FINISH GRADE BACKFILL. EVEN jl\jITH FINISH 6RADE t;XI;;,T/NG ;;.U56RADE PLANTING HOLE ATLEAST TY\lICE THE DIAMETER OF ROOTBALL - COMPACT BACKFILL BENEATH ROOT8ALL TO PREVENT 5ETTLIN6 TREE STAKING DETAIL ~ij ~~ ~~~~:~~R_CALlPER, f-ONTAINER GRO~N ""----------~ TIE OUTER FRONDS II\IITH 3/16" HEMF (MAXIMUM 6 V\iRAPS) ~~__m_ -____ m_______ _ \ LEAVE A MINIMUM OF (6) FRONDS (C,UTTINe OF ALL FRONDS AND BUD JI\lILL NOT BE ACCEPTED) --~------- -- NO SCARRED, BLACKENED OR SANDED TRUNKS TO BE ACCEPTED 3" MULCH (AFTER SETTLEMENT; NO MULC,H NEAR TRUNK) -_ ------ (5) LAYERS OF 8URLAF (5) ~ 2" x 4" x 16" V\iOOD 8ATTEN CONNECTED lAllTH (2) ~ 3/4" STEEL BANDS EARTH SAUCER (3" X 12") - /- (3) :2" x 4" BRACES (MIN) TOENAIL TO BATTEN (ALL Y\lOOO TO BE PRE55URE TREATED) -4" x 4" x 50" DEADMAN --H--8ACKFILL JI\lITH NATURAL SOIL (SEE SFECIFICATIONS AND PLANTING NOTE #1) C~;)-:~~~ s:~~Nc~L~,?_~ET ~ I L --------~ .. -~---._._..__._-- -------._--------_.._-~-------.-_._-._-._- SHRUBS -- I----~----p--- 3" MULCH (AFTER SETTLEMENT; THROUGHOUT PLANTING 8ED) ;---4" PLANTING SOIL /--- - GROUND COVER, 1/2 TYP. SPACIN6 TO FIRST PLANT. (MIN. 18") FINiSH 6RADE ---- EXISTING SU8GRADE --\ - "--- /'~ CURB, Y\ALKI OR EDGE OF BED -- PLANTI NG BALL --- PL.ANTING SOIL MIXTURE (SEE SFECIFIC-ATIONS) SHRUB~GROUNDCOVER PLANTIN6 DETAIL ---_._-----_._--------~._---~-~----------------_._------------------.---------.-- NOT TO SCALE A ;;: RO~ SFACING D ::: O.C. SPACING .. ~__ 0 " ., "0_ '.' . '," ~~f-- LOCATEf<:,Ql^! 05,A: FARALLEL TO . . ' BED EDGE PLANT C.ENTER ~-~ PLANT / If RO!l'\ /-~,) =: PLANT SFACIN6 (-~~-.- ---------.-----~n_____ \L~3 NOT TO SCALE ~-------------- -- -----....------ -- --.. --..._--- '\ I X4 HORI TZONT AL II\IOOD Ml::1vlBl::R OR AFROVED SUBSTITUTE / 4' Hlel-t 2X2 VETICAL ~OOD STAKE EXISTING GRADE (NOT TO BE DISTUR8ED Y"iITHIN LIMITS OF TEMPORARY BARRIERS) --- . _ . m == ". =-= __ __ .' '~-=III==~/ I-II CJ II J I [J II -111==111:- 111=:::::1 1/=- I r=::J 1/: 11/==111=::-111_-' 11=-=1 I=III_~II ] II=- 'I~I 1-111==11111/::::=/11-=11/::-11 r -II F-= , , 1--='=///--11/==11 . --I , 1-=1111 BARRIERS PLACED AT PROTECTIVE RADIUS: 20' FOR oRAND TREES AND 10' FOR FRO TEe TED TREES '/---30- -- - ---'- - - --;.== .c---.- .~ ~:o-- (~_ TREE PROTt::C:TIO~_D~TAIL L-3 NOT TO SCALE ---------- NOTE: TREE FROTECTION BARRIER SHALL BE INSTALLED AS NEEDED PRIOK. TO ANY LAND CLEARING OPEK.ATIONS. UNDERSTORY Y\lITHIN THE LIMITS OF THE BARRIER SHALL REMAIN. A TY\lO INC.H LAYER OF MULCH SHAL.L BE SFREAD v-lITHIN THE BARRICADE AND REMAIN UNTIL C,ONSTRUC,TION is c'OMFLETE. "D o ro en 1-'- co ::J L- CD H' "-l Ul Ul n 3:: @ Architectural, Engineering, Planning and Environmental Services I ro ::E , '-' (!) . H' , H' - I U LJ QJ( n ( "" - QJ ( J l( Q ( Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FL.Cert.Nos. AAC001886 . EB0005620 . LCC000210 I r LJ I l GJ - ,- c '" ::; ruu: Q m - <: c >-'- Cl n m C en c :t> I' ClL >-t C -l::>. (j LLl>-- >-- <l -l::>.C >--1' ~c C I >-- '1 CD C CT " r-- ru 0->- ill ill rn PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33756 RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE CONSUL TA~TS WALTEIUAtOORE S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa, Florida 33602-5181 Tel 813,221.2424 Fax813.221.2289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY REVISIONS NO. DESCRIPTION DATE ------ --------- - -,-'--- - --------------___ ____'__ n___ ___, _.__ ____ ..__ -._-- ------------.-.- - -- --- --'- --..----- --------.----------- -- --._- -----.._- ',-- -_._--~------_._--.-.._-- ---'----- -.- .'---------- - --.---.------------ --- ----.---- --, - ..-- --- - -_.. --- ------------------- --- ---._----- .~- -'--- --- -. ...-- --- '-'--"~ ____m___._____.____.___ __, __u__ ____~_ -----._---- --~-.._-------_.__._---- ----- -'-- --- DA TE ISSUED: JANUARY 16, 2001 ~_.-._~- -------~------_._---._._--- REVIEWED BY: J.S. ----.._-_.-.._--~~--- --_._----_.~_. -. _no. ---- ORA WN BY = DMZ - ---- ._-----~--~- .---.--- ---_._--,._.~--.- - - DESIGNED BY: DMZ AEP PROJECT NUMBER 404-1909-000 A-1DWG CC;:) 1998 REYNOLDS, SMlrH AND HILLS INC. SHEET TITLE LANDSCAPE DETAILS ,."--'", ,. t'.". 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A!ItIIIIl\\.'lJI':UNVI . ,." i""':, ',,'" - . ~ - , '-- .> - .. f~,~;-~lrlGl~=-5:~~ C:~':Jf 'I ,~ ~, ,I, -cjl ==-'11-- f--c 'c-;:~~t::]11 11F=l~~~~IF--=J1: ., ,~, ,. 11(- III eJl II II " [' -.elll '~.- ::It... ell II '1 :J I ~I. .= c=:~.~ ~'.. ~E =Ie 'T" ---:::-- ::.i, !~ I r' -~ I] _iL' ::=1f=== .~~. I I I I , I I ~ I 1 I I I ] ~t C2 c CTL~t ',r~~~~~], ~----_._._-_._--_.__.- II-~''::~ I 'r' , ====1F -=1f: =1f-~1 'Jf+1 '=n==== . .~ ~ =--jl== ~II 1ICc==-J11 I c==J ? , I '1, 3[' ==11 11=-=-11 ==jr=--~1 lJ!=~1 1 - c==J~ =11= I 1 ~, ,J~':' ':;~~:K ", -- ~;~"~. ' ~ '~~.,r' . ..... '- .I A- . ... ;0!f<"'i...~:,,,." ,.,' .. I~ I - ...-: - -..-:.'1.. - ,~'\o- .~ '......#>, 1'1;' I " I il " r ..~ ,-.., ;...~ v ~ 4, " ,1""~" "4I.t ...- (... ''iII;. .\ =c-'-] ~~~ =l1-=-~IIIStT~~ II '1 I '~. =-~ .=l1e]11 liFe '~~I =11=-5 F"';"'~ ~II 11 1 '1 I 1 I I I I I --~ =-!r-S3! I~~-- I I I J I =1r .'=:=jb---.-:::::3~ IF=-'-jf- '".::Jr'~l I I I J I I J - ,.. I pIiiii ~1Ir= I~-- ~-==311 II I n I --,.- '" ~p ~~- ~ ~ ..... .~ Jl. ";j~E _ "- '- '\, 'f\ If'!f.'~ -~ ~ ~ :.:~ ~ .' ~ ~i~. I .-C:::::::: - ~ ' ~?& "\ J'.~ ,~ ~ \ ,", ~ > ,. ti. · ... _ ._ . ~, , .. ~ ~ 1- =i~4 -"~l-'---911 ~ c= I I ,JI ~~I . '-< ';1 1 ~"-I~~ ~: ==T~C~C=.i''='-11 ~~ f::=:=-=----=--~~ =~~--~11 ~- ~ '7' ~~i d '1~ "'~ ~I ;~~~ , I I @ Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0~,)3 www.rsandh.com FL.Cert.Nos. AAC001886. EB0005620. LCC00021t: " . 2 PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33756 RENOV A TIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE .cONSULTANTS WALTE~OORE S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa, FlorIda 33602-5181 Tel813.221.2424 Fax 813221.2289 FIor1da Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY REVISIONS NO. DESCRIPTION DATE ) DA TE ISSUED: JUNE 29, 2000 REVIEWED BY I DRAWN BY: DESIGNED BY I AEP PROJECT NUMBER 000-0000-000 @ 1998 REYNOLDS, SMITH AND HILLS INC. SHEET TITLE J ELEV A liONS SHEET NUMBER A-6 OF PROPOSAL SUBMITT AL BLUE BACKGROUND WHITE BACKGROUND ...... ::.c J I o u en <: 3:- u C ...... C/) w ...., cu ...... u o C/) C/) <: en c ...... '- w OJ c ...... en c UJ en c ...... ::.c ...... o o ru ru ..q- Cri ('"l") Cri ..... r-... ..... '- Cl <: OJ ::> I- en 3: -0 Cl (!) a.. I I- UJ Cl - en u u - u u CU u - o o o - ..q- o o - ...... lD ('"l") lD - ..... ...... > -..... (J I :3:: a.. - C::i 12" FTP - 25 PER FOOT INDEX 17355 . co ... PARKING BY DISABLED PERMIT ONLY 'l' "'" . 10 $255 FINE F.S. 318.14 ~ ./ I ," 6" I 3" FTP-55 PER FOOT INDEX 17355 WHITE BORDER & SYMBOL ," SERIES "c" LETTERS BLACK BORDER & LETTERS BLACK BORDER & LETTERS 6 -- h,2' I 5'~ (TYP.~ , ': '1111"1"11111111 1111"111111"1,; . 1-::111 . .111 III. ..Ill.. II' .... WHITE SYMBOL g' PAVEMENT AND HANDICAPPED PARKING SPACE MARKING DETAIL H~O~ N~ 6 HANDICAP STANDARD lnlsh To Existing S\.lrfo.ce \oIlth PC III Aspho.l tic Concrete PMICING In' OIIMIID PEIIIT OILY .. lIE ,... _M 7'-0" ~ 12'~ OMpo.cteol BOose - Thickness of Drlglno.l + 2' Mlnh"l\.lM Thickness 8" COMpo.cteol Bo.ckflll Unollst\.lrbeol Trench Slole NOTES 1 Trench bo.ckfllled In 9' cOl'\po.cted lo.yers. Density to.ken every 300 ft. 2 Bose l'\o.y be replo.ced with Aspho.ltlc Concrete with prior o.pprovo.l of the Engineer. 3 On longlt\.ldlno.l Insto.llo. tlon requiring resurfo.dng full width of po.vel'\ent. finish boose to 1'\0. tch existing po. vel'\ent s\.lrro.ce o.nd prll'\e. Then resurfo.ce o.s directed by the Engineer. STREET REPLACEMENT FOR UTILITY AND DRAINAGE CUTS 10501 CITY OF CLEARWATER INDEX #105 NTS PARABOLIC CURVE ASPHALT SURFACE COURSE 1'-0" PAINT ENTIRE BUMP YELLOW' 0.25' BASE SPEED BUMP DETAIL NTS NOTE: SPEED BUMP TO CONSIST OF ASPHALT TYPE PC-3 NATURAL GROUND OR SUBGRADE BACKFILL TO BE COMP ACTED ACCORDING TO TECHNICAL SPECIFICATION. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, & COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. CUTOFF SHEETING IF REQUIRED SEE SPECS. FOR REMOVAL --e--24" ABOVE TOP OF PIPE SHEETING WHERE REQUIRED --e--12" ABOVE TOP OF PIPE . : Z (0- ~ 6" MIN.- 12" MAX. 12" DIAMETER & UNDER 12" MIN.- 18" MAX OVER 12" DIAMETER BOTTOM EXCAVATION PIPE BEDDING TAMPED & COMP ACTED UNSUITABLE MATERIAL REMOVE & REPLACE WITH SELECTED BACKFill NOTES: 1 - FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT. SEE PAVEMENT SPECIFICATIONS 2 - WHERE BACKFILL IS PLACED BELOW NATURAL WATER TABLE, RAM IN PLACE IN UNIFORM LAYERS. NO SPECIFIED DENSITY REQUIRED. ABOVE WA TER TABLE, ALL BACKFILL SHALL BE COMP ACTED AS SPECIFIED o,lE (LlE ~ \If ;0 lllf~~R 20 ZOOl illJ I PLANNil~l3&'llEiilMP~SVCS I CITY OF CLEARWATER TYPICAL TRENCH SECTION SD 16.00 NTS <P) Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813.289-0263 www.rsandh.com FLCertNos. AACOO188& EBOOO562O L€COOO210 PINELLAS COUNTY, FLORIDA General Services Department Construction Adminlstratlon 509 East Avenue South Clearwater, florida 33756 RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE CONSULTANTS WALTEIUItIOORE S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa. Florida 33602-5181 TeI813.221.2424 Fax 813.221.2289 Florida Engineering BusIness No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY ....g ENCINEERINC ASSOCIA TES, INC. 4921 MEMORiAL HIGHWAY ONE MEMORIAL CENTER. SUITE 300 TAMPA. FLORIDA 33634 PHONE 813 880 8881 FAX 813 880 8882 E-MAIL king@klngengineering.com REVISIONS NO. DESCRIPTION DATE 2 ISSUED FOR CONSTRUCTION 4/18/01 1 REVISED HANDICAP DETAIL PER 4/18101 CITY OF CLEARWATER COMMENTS DATE ISSUED: APR. 17, 2001 REVIEWED BY: MLM DRAWN BY: JKlITAW DESIGNED BY: MLM AEP PROUECT NUMBER 5351-004-000 @ 1998 REYNOLDS. SMITH AND HILLS INC. SHEET TITLE PAVING AND GRADING DETAILS SHEET NUMBER C-5 CONSTRUCTION DOCUMENTS ,,-~;!";.fF '&'EXISTlNG STORMWA TER TREATMENT POND TO BE EXPANDED s~ 1Q~ ~S ~~c ~O ~\.~ ~\O~ """ \)\\.~ ~~Q ~ :-....-(\9~~ S'~ ~\"{ ~~t~ C)\\~ ~i'\;. ~ .&. CONST. M.E.S. I.E. =26.50 '\.0) . " v '" -g E "- found 5/8" iron l'~ rod I s.2995 -t; wall 0.3' S., '* t ~~ ~" II Ii' ~ VI~ .c L_ C <!) L o > '" E U) .~ ~ C6 i;";:" ~~o~ :5 EN' en .C ,.... OJ 10 20 i SCALE: FEET 40 I sanitary manhole rim=32.72 \ 8" cloy invert ('",27.92 \ 8" cloy ,o~,t N: -28 15 ... ~ :') QO),?O) ":5,?O' ~ 0)'0 ! ~1,?<J' ISA, ~ ,&.CONST. 8 LF 18" RCP @ 3.0% REMOVE EXIS~ STRUCTURE storm manhole rim=32.76 18" p.v.c. invert E =27.78 \ 18" P::=7.6~.__ ~_ ~ <0'1- <:). '? x EXIST. ROOF DRAIN TO REMAIN 2' high concrete wall 562.29' (*) N.88'38'10"E. - 562.01' (f) SAN drainage structure ;r- manhole rim=29.30 24" r.c.p. invert W.= 26.95 15: p. v.c. invert N.~.= 26.75 18 p.v.c. Invert E.- 26.74 rv':> ,:>' 'O<J found concrete monumen t ,,'? ,'?' ,'?' with P.K. disk I.s.3573 'f ~ '\ \ \ 1 \ \ \ \ \ \ 1 \ \ ! , \ \\ \ \\ ~~~~ ,,\>.~~1~1 \ ~ ,':>' \ \ 8" N \S-:;:- \ \ ,,\ - % \\ ~ ~ ~ cr '" \ \?:' \ \ 2, \ . ~ 1\ ~ \:> f ~ \ \ r~ ~ \\ \\i=- ~ '\ o ,,<0 6" \ fZ x . \ \ '\~ I \.." ~ 1 found 5/8" iron \ \ V f'r' rod I.s.2995 fj 6" A ':>\ \ \'\ ,?><J\I 12" AI. "Y'\'\~' ft~ <' \ CON ST. M.E.S. \ \ I.E. =26.50 \ \ &cONST. GRATE INLET \~~~' FOOT TYPE 0 (MODIFIED) ,~ WITH WEIR SLOTS & \ \ SKIMMER (SEE DETAIL) \\ \ G.E. = 28.67 \ WEIR EL = 28.00 \~ I.E. - 2S.73 \ \ <o<J '\.<J . " '0' '(; x CONST. 3 LF:I: 5' CONC. SIDEWALK (4" THICK)' e 12"~ CON ST. 56 LF FOOT TYPE 0 CURB PER FOOT INDEX 300 ~. l); ___ . ,:>rv '1- x ... O)'?> " x 10"~0" 'to ~o ""~ ~o- 6.~' ,,~~.... CONST. 10 SY ~t. 5.~ '0... THICK CONC. DITCH ~\ PAVT. PER FOOT ""~ INDEX 281 o~ ,~ ':> 'V. 10" .~ 15'~' CITY OF CLEARWATER SITE lRlANGLE 5'JBEHIND SIDEWALK CONS~ FOOT TYPE D CURB PER FOOT INDEX 300 CONST. 25 LF S" DOUBLE YELLOW SlRlPING (THERMOPLASTIC) Q) >, CON ST. 13 LF 24" WHITE STRIPING (THERMOPLASTIC) 5" . . '],.x:':> ;t:2~t~<b'?> '0' '(; \ \ '0 I~ o :') ..- O)'?o<J . "k Q' a.. '? 0 0::: a.. CONS~ FOOT TYPE 0 CURB U') <0 N 1\ t: o (D CONST. CURB RAMP PER FOOT INDEX 304 0: o 0::: 0- 15'x15' CITY OF CLEARWATER SITE lRlANGLE 5' BEHIND SIDEWALK RELOCATE EXIST. STOP SIGN (R1-1) RECONSTRUCT EXIST. WALL CON ST. 4" THICK ,,'\.: 0)' ")0) \ l);'\.0)' IX' \ 12" \ ?l'irv , \ \RCP concrete ~~ I CONST. CURB CUT RAMPS PER FOOT INDEX 304 CON ST. @ 0.20 Radius = 182.23' (*) Central Angle = 71.38'00" (*) Central Angle = 70'59'11" (f) Arc = 227.83' (*) Arc = 225.77' (f) Chord = N.43"OS'40"W. 213.28' (*) I Chord = N.43"1.:r15"W, 211.61' (0 I CON ST. FOOT TYPE 0 CURB PER FOOT INDEX 300 L '" E ::; (;:; c 2 CON ST. SPEED BUMP .-.. .......* :::.---- o :>. o -0 C :J o .0 :>. o ;: I o I ~ .c 0> 'C MEET EXIST. GRADE CONS~ FOOT TYPE F -i-0 ~ q o ~ ~N I I w~ :_ m ~ r0 '" - .q- r0 lO o 0 o 0 u) u) >. -c '" - '" <1' 3= LOCATED THIS AREA SITE lRlANGLE I Pain t LOd 5/8" i,~ rod I.s.2995 of Beginn ing CON ST. 60 Lf 4" . . . --"') )( , -:!0*---;S; c~'O '0" " ~ "J concrete walk v ~. ~. ~ '?~ ~ '? _____.__- ___-x:~___ . )\ CONC. SIDEW LK x,?,,'\ x,?r{." 1 4 ")'],./ x ~_._-- ~.- --.----~----il---..-------~--------- ~ ~ 0 L ,. <0 ,. <J 'J'],. '?")<J. '?'. ")~~" curb (typical) STk ST STH S1~ STM STM STM ST concrete walk Sf OOWE-aX<olHE CITY A OWNt=~'S EXPE t>lortherly nght-ot-way boundary of Court Street (formerly Hoven Stre..t) d By the City of Clearwater 12" ~~~ Io\pprove ~ ~ ~~~ -..---------->~'?^),. By~ ~~J$-. ~, lk O'7-l~-O l S89'S5'50"W. S. 89'50'27" W. <0<0 "\' '0<J '?"". ~ 10 l:.XIS . PULL BOX drainage inlet 9rote=31.53 12" metal invert 5.=29.56 Date~ found 1/2" iron rod I.s.4032 STM -- STM REVISIONS TO THE PARKING LOT OR OR1VEWAYS'"MUST BE APPROVED BY WAFFle ENGINEERING PRIO? TO CONSTRUCTION. STM STH * (9 ~~ ~ NOT t:.i) @ ~f\AOVG. AL.L \.IN\,lS E.i::> \::>a... 'v e ",,'4- "i ~ A..pAJ) N .s ,~~ () AJ::: .s i1 ~ W ,...-.l\_lOtl~~ Z. sP6C,..,FicATtNJS". !>VJ-. c.. \ T I ':1' "V'" ~ 4~1\i" '6) ...,...,., ,">. . ..-0'\ ~ ....n vl c;,.c c.V'.,...,~ Me <::A. $ nON v- 3 c...OfV.""",,~IV{ IV""" ~ F- ~ I-Tit p{LQPlv~ry L..tAl.E. ,N P/...~~/,N\C~ -p ~ c, ~IN f TWu' ,"-t4'\JltQI..t.s ..~ }O ,..~ SAN. $c.lV~ . A_ ^ \( C n,- "I;(j'u' b ' CI T"'1 I SHd~I\i,,- ,-v-t 8:>>~ ,......Iit L-C (A Tf.: $ . \\)8 HOURS BEFORE YOU DiG ~ l....O (A'I~ CALL SUNSHiNE MAIN ~T 1-800.432..4770 A ~ A- -r~ bA-j~ ITS THE LAW IN FLORIDA 'I (9 NU,l) It- "I-OQt' f'\.~\NT6'V4NCE- A(;;rU..EM€tJ1 f.1 ~:. ..s I ~ rJA 1.. hI (~V c...~;.{J-1 5.1. ~ S~",iH 1:>~\VC. ~...uN .Pfl.ltlA.. j1) F-ltVA'- IN 5J'~,-nl TO '> CLEARWA TER HARBOR Court Street CONST. CURB RAMP PER FOOT INDEX 304 L ,t~m mooho" rim"'30.46 18" LC.p, invert W."'21.68 18" r.c.p. Invert E.=21.58 18" LC.p. Invert N.=29.25 18" r.c.p. invert 5.=27.19 sanitary manhole ~ rim=32.19 8" cloy invert N.=28.02 8" clay Invert 5.=27.20 8" cloy .overt W.=27.64 10" cloy invert E =27 39 CON ST. 60 LF FOOT TYPE D CURB PER FOOT INDEX 300 drainage inlet manhole rim=30.52 throot=29.43 18" r.c.p. invert 5.=24.78 15" LC.p. invert N.E.=24.80 &MODIFY EXIST. INLET CONNECT PROP. 18" RCP LE. = 24.80 NOTE: This approval does not relieve the appuwmt of obtaining necessary permits from other Departments, agencies, governmental bodies or parties having Jurisdiction over the work or work hiace describ.:d or sltiJwn h.::rcon. storm monhole nm=31.90 18" r.c.p. invert W. = 21.84 10" r.c.p. Invert E. = 21.80 12" metal invert N.zo29.41 PARKING LAVOUT .\,0\ APPROVED If; fVV1W Date ~l~. By ~~- Traff:c Engineeri'i9 O<:3p;. o ~ Al3> A:'V D ~ l\I E. r:> 14 btrr- OF - VJA'1 ~ CONST. 60 LF FOOT TYPE 0 CURB PER FOOT INDEX 300 &MODIFY EXIST. CURB INLET. CONS~ OBI TOP W/GRATE (H-20 LOADING) AS-BU-IL T PLANS MUST BE SUBMITTED PRIOR TO fiNAL INSPECTION '&'CONST. DITCH BOnOM INLET FOOT TYPE 0 G.E. = 30.70 I.E.= 25.40 ..... ~ J I o u en ~ ~ storm manhole rim=32.26 50" LC.p. Invert W.=12.13 60" r.c.p. invert E.=12.38 18" LC.p. invert 5.W.=27.07 12" r.c.p. Invert S.E.=28.60 u C ..... (f) 0.> ...., co .... u o (f) VI ~ 0> C .... c- o.> ll) c .... 0> C lJJ 0> C .... ~ BOUNDARY LINE CONCRETE SLAB -< c:> c:> ('\J c:> -< PROP. ASPHALT FOOT TYPE 0 CURB (TYP.) -< (T') (,j -< CONC. PAVEMENT A (SEE STRUCTURAL PLANS) PARKING LOT INTERIOR LANDSCAPING 19' PARKING 24' r-- ~ ~KOUQe~lit~~ ~ CAb\. ~",",.,.,'7 ~11f1 ~9~~~.J~q c- o. ~ MEET EXIST. GRADE C', :J f- t:iQlES; 1, STOP BARS TO BE PLACED 4. BEYOND CROSS WALKS. 2. ELEVA nONS SHOVtN ARE TO PROPOSED RNISH GRADES OF PAVEMENT. 3. ALL GRATES OF DBI.S ARE TO BE GALVANIZED PER FOOT INDEX 232 AND CAPABLE OF WITHSTANDING H-20 LOADINGS. ~1 ~.. ASPHALTIC CONCRETE (PC-3) ~ S" L1MEROCK BASE - MIN. LBR 100 9- ST ABIUZA TlON - MIN. LBR 40 V ARIES VARIES - - 0> 3: '0 '0 c- O> I C ,--t 0. ./' (f) -0 u ./' -0 -0 co u ./' C> C> C> ./' .... C> C> ./' - LD (T') LD ./' ,--t .... > .... U I 3: 0- ./' o AS-BUll T PLANS MUST BE SUBMITTED PRIOR TO fiNAL INSPECTION SECTION SCALE: 1"=20' HORZ. 1"= s' VERT. @ __------"';>.--.--..,,'-.-.---.........-----. ___"__._M'___""'_ ~.....-__~___..~._......,_ -- -~_.~--_",,_--~._'------""-'--.- --. -.- _.___._.."__~__+._~_ _~____..__ _____ _~~_ _-.-__ _'T _..__.__ ~-~ ...--- .- ----~. ----......-.-.----.--,.......-----..-.--..----------.'----- ....-~.._----~ ~- ~~_.,- --"'---._..._~_.~-_._,.~~.........__...---~.-..--. e Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FLCert.Nos. AACOO188& EBOOO5620 L€C000210 PINElLAS COUNTY, FLORIDA General Services Department Constn.lctlon AdminIstration 509 East Avenue South Clearwater, Florida 33756 RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE CONSULTANTS WALTE OORE S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., SuIte 300 Tampa, Florida 33602-5181 Tel813.221.2424 Fax813.221.2289 FIortda engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLAN 00 KANSAS CITY ~....g ENCiINEERINCi ASSOCIA TES, INC. 4921 MEMORIAL HIGHWAY ONE MEMORIAl CENTER, SUITE 300 TAMPA. FLORIDA 33634 PHONE 813 880 8881 FAX 813 880 8882 E-MAIL king@kingengineering.com APR 1 8 2001 . _----.J FL PE. NO. 45326 REVISIONS NO. DESCRIPTION DATE ISSUED FOR CONSTRUCTION 4/18/01 REV. PER MTG 4/13/01 REV. PER COUNTY REVIEW 3/7/01 MTG. OF 3 7 01 REV. DRAINAGE PER 3/7/01 CITY COMMENTS DATE ISSUED: APR. 17, 2001 REVIEWED BY: MLM DRAWN BY: JKIJTAW DESIGNED BY: MLM AEP PROJECT NUMBER 5351-004-000 @ 1998 REYNOLDS. SMITH AND HILLS INC. SHEET TITLE PAVING, GRADING AND DRAINAGE SITE PLAN SHEET NUMBER C-4 CONSTRUCTION DOCUMENTS en (l) ~ co ...... u o en en <( 0) c: ...... C- (l) (l) c: ...... 0) c: UJ 0) c: ...... ::><:: ...... = = ru (T) (T) CO ...... c'ri ...... r--. ...... C- o.. <( a.' ::> I- 0) ~ U Q.. U :c: I :z ...J Cl.. ....- rn 1::1 u ....- 1::1 1::1 CO U ....- = = = ....- ""l' = = ....- ...... tn (T) tn ....- .-. ...... :> ...... U I 3: Cl.. ....- b ~..- '-'-'~'--""~"""~-----.,..--,~ ~~....., . .--'--'._.._.,----~ '~-~.,-_.-...,,-'".- -_.._....._~_.. "-'--_._...-._~--, ,-~.._. .-._--------~._.."..---..,_.---_..._-........._~,,- drainage inlet top=28.75 12~ p.v.c. invert N.=26..30 15~ r.c.p. lnver~ S.W.;26.38 droinage structure manhole rim""29.2J \ thr'oot;:<26.65 \ 15" r.c.p. invert S.W.= 26.95 \ 39.27' \ drainage structure r manhole rim=29.30 24" r.c.p. invert w.= 26.95 15:: p.v.c. Invert N.~.= 26.75 18 p.V.c. Invert E.- 26.74 found concrete monumen t with P.K. disk I.s.3573 e 12"~ wall 0.7' N. -+- ST 10"~0" \ \ 10 .~ 10" m ~ . !Jl .,~ ':j / ~. ' StOr:~ 4" ! 5,00' 12" \ apa ~rer ~e/}bo a' 7 tryp) s"Gf starn, ~ SOckied ~ mUst be / ch Ora ~ s, 0 . ~rfor to Co eXcava ' / rainageag.,~/ea to det n. efir.ilUh_ nstruction! 'l 1_ -ote=28.87 en!, n i" ...,.. mU$t h_ i 1\ 1 " r.c.p invert N.E..-25:-n- S. ~ '1 1 ." .. <' [ " I . r.c.p. IrlVer, .:>. . ~ '''', I I I ~ I !~ ~! ~ I ~ I I - I .~.... i 0 I O I 2 ! Vol.' i 2 ! 1 i I ! i j I I I I ! ! -, r----- :support colutnn , I , , , , , , , , , , I , I , , , ___J L.____ 3' high concrete wall i\ i 19"* \ { , I , I a. C 2 <l> ill '- v c o v Joncrete WG~--- -, I ! ,..---J r-- , , , , , , , I L________J r----- '- --, ----1-- ~ : S~ ~51W1:~: ~-~~~I~~-J i ~i , I : : ! D , I I I I I 1 I I I ~--------~ ~______ _J ~--SfM-=-=::.:.4~" :-SfM~---- ---~ ~{ : 0 i: 0 : I J I I ~------------~ ~----____ ___J Radius = 182.2.3' (*) Central Angle = 71'.38'00" (*) Central Angle = 70'59'11" (f) Arc = 227.8.3' (*) Arc ; 225.77' (f) I Chord = N.43'05'40"W, 213.28' (*) Chord; N.43"1.3'16"W, 211.61' (f) '-~----.--~~- -- ,- '_. "~._.'~~-', ,- ,- .__._,..._,_...,---,_..._-~_~_.._c_....__~ 2' high concrete wall storm manhole rim=.32.76 18" p.v.c. invert E.=27.78 \ 18" p.v.c. invert W.=2~_.6?_~__~___ sanitary manhole rim;.32.72 \- 8" cloy invert E.=27.92 . ... j.8" :0'.'0""1-" W" 2815 '- Q} Q) 1; E 0. .!:' _~ L. .;:; u V Q) <l> Q; Q; ~~ ~" lieu' -5 VlS J::. '-_ C Q}... o > <l> EO u).s ~ co .- Co 6' >. ~'iu.g is E~, <f) -\: ........ OJ , , , , , , ,. L____ - r---- -,------, " r---- ------, ,..---- ------., ,---- ------, r--- ------., . -----, ,------ -----, r----- -----, r---- ------, I I I , I , , I , .. , , , , , , , , I , , , < I , , , , , , , , , I , , I , GAfAGE I , I , , I , : I f. , , , I , I PAR~INCb , , I , , 0 , , Of~~~~ ~ P , , , , , , ONE! STpRY , 0 , , 0 , , : , I , 0 , , 0 , , , I : , , , , : , I , , , I , , , , , I I a ~ 5. 9 ~___ i-'- , , I , , , I , : , : ' .1 ' : : : , , , I , , , , , __3:____J ~ '----- ______J L...____ ______J L___ ______J L___ em..f..' L_____ _____.J L____ ______..J L____ ______J ~ - _____.J " t:: ~ o~ ,.--- ~ I ~~ , , ! I , ~ , fl , o ~ 10 20 I SCALE : FEET found 5/8" iron l rod 1.5.2995 wall 0.3' S., . 562.29' (*) N.88'.38"O"E. - 562.01" (f) il II 'f II ;I DC : 16.92' ST , , , , --, ST S ST S ST ST S ST ST : ST I , , , , : ~ : '----T-----' ~ .------'---, I t: I : r-.-!.i : I . I In. I : (.() e : l----t--J ~ r----y-----, : ~ 1 I , , , ---~ ,I..~ 16.86' : , I , I __J <l> <5 J::. C o E ~ .':! ~ () <l> 4) I , I Bench Mark 0----{ N.rim=31..31 ........ ........ -....... .._._...l.......J........ ...--... .".... t.> 10 " o ~-~ I , , , , I , , I , , I I , , , _...L._-J ------., , o o o o o o o o o o .----- ---, I I . , j r--- ____, I J r-- ...J::... .mL..____ ___ ,......,..1....... 'm. I r-----H---., f ~ I : ~: , ~, , (: 1 : g: L----l--' i ----, I , , , , I , , I L___________.J ....... ........ .-;''1... ......~ ~~ ~I , L ______J 1'"-----------, , , , : , , I , , __J ---., I , , , '-J;J"."...:~- l,,~ n __.;."" ., , I I f I I I I L________J ~ ~________~ ~________; ,..:;-snr-----;- S~; f-----"Sll.'-;:=='}--- sna- ;,--m=-"S"li~: Sl1~ : ~ : 0: : 0 f I I L.. d~=~Y~=~Y~=r= b - --Of I , i 16.74' '..m .l@ 9 n~~ ~':> , I , I ..._-------~ , , I I , ..._-------~ fJJ4" ~12" -0- concrete ramp with rails iI'iQIf elec caao:.__ , 2 STORY BUILDING EXTERIOR OF GARAGE (TYP.) I v E .2 (f) c ::' /I II....... o <5 <l> V (f) o EXIST. 8" W.M. .... /'.) 9 -...J ~ r--. -;::>* '-" '-" o ~ o "0 c ::> o .D >-. o ;: J. o I ~ J::. 0> .;: Nf.0 (l) 0 o N <0 <0 N N I I N .... NO IMPROVEMENTS LOCATED THIS AREA FIRE HYDRANT SSEMBL Y r- drainoge inl€~ I grote"".30.70 ! iSD r.c.p. invert N.W.=25.02 i 15~ r.c.p. inveri: 5.W."'25.06 '15~ r.c.p. inveri: N.t:.=26.H) ---- ------~---------,.-- """"=-----.1___--1_._________.__ 20" ~ , TO " CLEARWA TER HARBOR found 1/2" iron rod I.s.40.32 STM..... ST" drainage inlet manhole rim=30.52 throat=29.43 18" r.c.p. invert 5.;24.78 15" r.c.p. invert N.E.=24.80 STM ~ ....... ::.<:: J I o u en <( S STM ST""" L'lo,m mooho" rim=30.46 18" r.c.p. invert W.;21.68 18" r.cp. invert E.=21.58 18" r.c.p. invert N.=29.25 18" r.c.p. invert 5.=27.19 ST,., u c: ....... '- , w,!-o--! :~ 'en ~ r<) ;.., --.j- r<) L() o 0 ~ 0 Vlvj >-. -.:: Q) (J) .' s 15.65' N ..... 9' - ~ ~ proposed right-of-way!in ~ <P - - ---------- - - n'P. ~ ~ en .... 3' high concrete wOIl_AU WATER AWD/OR GAS M'ETEfts ntAr HAVE TO BE RELOCATED.. MUST BE DONE BY THE CiTY AT THE {::~' rx: r Po;nt of Beg,nn;ng found 5/8" iron rod I.s.2995 ~. 18" ?k18" 18" -- of Court Street (formerly Haven Street) concrete wolk 137.17' STM curb (typical) STM STM ST" STM STM CONNECT TO EXIST. WA TERMAIN WITH 6" TEE drainage inlet grote=.31.53 12" metal invert 5.=29.56 -, ~. *2"1 j - ~--_._~ I 0 ~12" ~ loolf'e pole --... STM STM STM STM Court Street WATER DISTRIBtmON SYSTEM A>.BlHL T PLANS MUST BE SUBMITTED PRIOR TO fiNAL INSPECTION <,--- N'w'S :V: PJ~\ ? LU DATE; 05' -I f' - 0 I CITY OF CLEARWATER ENGiNEERING DEPARTMENT ADJUST VALVE BOX TO GRADE AS REQUIRED. ~ -- sonitary manhole rim=32.19 8" clay invert N.=28.02 8" clay invert S=27.20 8" clay invert \'1=27.64 I 10" doy '0""1 ["2739 ----.J storm manhole rim=32.26 60" r.c.p. invei'T"'\v. = 12.1..:> 60" r.c.p. invert E.=12.38 18" r.c.p. invert 5.\'1.=27.07 12" r.c.p. invert S-E.=28.60 8U8JECT101lfE FOU.OwING: \. w..r.. 0IlftatrUCti0n shan be CllloOnia-.d tbrou8h the Water DIvisIon; & ....~end~shallbe .........PII'Citv~Standarda; a. frr llIlo8M6.na1 be hlqUirecl for W8ter mam. ~Oft~pt(lpeI'ty(UPto end _llIding" ~ meters and IlIcI6",., ~ de\Iicea); 4. IIcwmanens ~i.e buildings. ClIIpOfta, conc:m. walla. trees, etc.) .......WiChin... main ea&emenllI. - ~ \)\~ e!:XO\\~ 1~~ ~~~~~ ~\3~S~A11~ ~ ~\..\. A.~f\.\It' " a."f\..~~~ fL.OlllD \\ _OrJ"J ...,.\'1 I~ IrS 1l'IE AS-StH L T PLANS MUST BE SUBMITTED PRIOR TO fiNAL INSPECTION @ Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FI..Cert.Nos. AACOO188& EB0005620 lec000210 40 I PINELlAS COUNTY, FLORIDA General Services DeDartment Construction Admlnlstratlon 509 East Avenue South Clearwater, Florida 33756 RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE CONSULTANTS WALTER1lIIOORE S T Rue T U R A L E N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa, Florida 33602-6181 Tel 813.221.2424 Fax 813.221.2289 Florlda Engineering Business No. 3818 HOUSTON OALLAS TAMPA ATLANTA ORLANOO KANSAS CITY ~ . g ASSOCIA TES, INC. ENCINEERINC .' 4921-MEMORIAl HIGHWAY ONE MEMORIAl CENTER, SUITE 300 TAMPA. FlORIDA 33634 PHONE 813 880 8881 FAX 813880 8882 E-MAIl king@kIngenglneering.com APR 1 8 200t 1 FL RE NO. 45326 REVISIONS NO. DESCRIPTION DATE &. ISSUED FOR CONSTRUC110N 4 18 01 DATE ISSUED: APR. 17, 2001 REVIEWED BY: MLM DRAWN BY: JKI/TAW DESIGNED BY: MLM AEP PROJECT NUMBER 5351-004-000 @ 1998 REYNOLDS. SMITH AND HILLS INC. SHEET TITLE HORIZONTAL CONTROL AND WATER DISTRIBUTION PLAN SHEET NUMBER C-3 CONSTRUCTION DOCUMENTS ....... Y: --:> I <:) U (f) -< 2:0 u C ....... U) (l) -+-' /0 .0-1 U o U) (f) -< CJ'l C -0-1 c... (l) (l) C -0-1 CJ'l C W CJ'l C .0-1 Y: ~ o o (\J l.D ID lei ~ cii ....... I'- ~ c... Cl. -< (l) ::J I- CJ'l ~ -0 C> =0: W Cl I :z -J a.. .-/ <n U U .-/ -0 U ro u .-/ o o o .-/ ~ o o .-/ ....... ID (T') ID .-/ .--< -0-1 > .0-1 U I :;;:: a.. .-/ 6 ij,~ ~ ~ ,,'!;l' ~'? ",<9 " "J X drainage Inlet top-28.75 12- p.v.c. Invert N.-26.30 15- r.c.p. Invert S.W.-26.38 ~':- ~ x PROP. STAKED SILT FENCE 562.29' (*) - 562_01' (f) storm manhole rim=32_76 18" p.v_c_ invert L=27.78 18" p. v.c. invert W_=27_67 sanitary manhole rim=32.72 8" clay invert E.=27.92 8" clay invert N.W.=28.15 '- (l) (l) -g E 0. found 5/8" iron l rod 1.5.2995 wall 0.3' S., drainage atru~ture manhole rlm-29.~ throat=26.65 15- r.c.p. Invert S.W.- 26.95 ~ ~'!-",~ ~~. 2' high concrete wall CO"oc.t. 7 drainoge structure r manhole rim=29_30 24" r.c_p_ invert W.= 2695 15:: p.v.c. ~nvert N~.= 26.75 18 p.V.c. Invert E.- 26.74 STM.... found concrete monument with P.K. disk I.s.3573 cleans~ c:>" ,,~.~ ~-:: " ...,'" ~. "~ 8" ..-- ..-- .. - "-../----' o c 0- o o ::> <:; (1) ~ <1> '" ~ >:> 'o~ .t _ '<.0 ~ '"" . i-<D 00 iz R' .0 C ,... ~ 4- ,,\...,,\ " ,,\.' " Radius = 182.23' ("') Central Angle = 71'38'00" (.) Central Angle = 70'59'11" (f) Arc = 227_83' (*) Arc = 225 77' (f) Chord = N.43"05' 40"W, 21328' (*) Chord = N.43'13'16"W. 211.61' (f) of Beginning e 12"~ " ...,ij, STMx wall 0.7' N ~. <]; STM STM ~'Y "V x <0 %-- ~ ~ . ~----- \. ~' 10" ~ ---- ~. ~ toe of slope S'fM STM 243_0' <O'? ~ "''': "\,y '" STM ST <0':> ~ STM STM STM STM STM STM STM STM STM ~ STM <?;'?J '\ x 10"~0" ~ \ ;9 ':5 5."" \ '\ 0...- . \ .z. ~ /. ':> ~ '? tV' ~<? ~ x I"- .-<) <D RatOVE EXIST. S1'ORW SEWER ck ~O" N <D *2- 10- ~ 10- ~ to be nmOWld .S" support column (()~^ ~. '?' ...,~. ..., b ::'J~<oij, ""...,.".' 15.9'::'JY~ ..., ~'9 ..., ONE STORY PARKING GARAGE 159' ~") 6" ;: . '0 N <D ~ ~ ::'J9~"" ""->.>'11 3' high concrete wall found 5/8" iron rod I.s.2995 ~IJ/" o 2 o ~ ~ .-<) <D ~ ~9<o" ~?V. '],'?J '? x Q. E 2 .2 ~ '-.' C o o to be removed ~" ::'J',,\~ ""...,ij,' ~~ ~.'O~ ""...,'" ~~D-. <\,: ,,-v ...,~. ":> 243.0' ::'J'Y ..., x ~~ ..., x ~oo ~. ..., ~" ~' "j qJ4" ~12" concrete ,,~ ...,...,. 15 ;: concrete romp with rails 'J,":' electric mete7 o 2 STORY BUILDING -00 ,-0 :J'ii OA '--' '- <l) r' C '- .2 OJ) c o -' <l) ~ c <l) > <C o (5 <l> U OJ) o '0 >-. '- o 'Q c ::> o -0 A o ;; "" C* '-' '-' ('-j1-0 O'J 0 o '" <D '-0 N N ~ROVEMENTS LOCATED THIS AREA J 1. o I w w ~ (J) ~ I") 1-0 '-..;- 10 uJ o 0 o 0 (J1 vi ~ L .'2' '- A 1: (l) V) '" $: ...,,~ 20" xe 3' high concrete wall r Point t, d -/8" . loun;;) Iron rod I.s.2995 TO " CLEARWA TER HARBOR found 1/2" iron rod I.s.4032 STM .... STM drainage inlet - manhole rim=30.52 throat= 29.43 18" r.c.p. invert 5.=24.78 15" r.c.p. invert N.E.=24.80 ~~ "j ...,'V' ...,ij,' "\ .x...,,,' .... ,?~ij, """,'" lQ~ ...,'V' I( ~~~ .....,,~(()~ J...,'" concrete walk concrete walk Northerly right-of-way boundory of Court Street (formerly Hoven Street) ~2" ~" A)" 9 ~12" '?' "-,,. "ij, J...,''V STM Court curb (typical) STM STM STM Street '\(() "'..... L traffic pole STM STM STM STM STM Sr- L ,,=. mo""ol, ri01=30.46 18" LC.p. invert W.=21.68 'i8" Lc.p. invert E_=21.58 18" r.c.p. invert N.=29.25 18" LC.p_ invert S.=27.19 REMOVE EXIST. DRWY. 'r---f'.lVS storm manhole rim=31.90 18" r.c.p. invert W.=21.84 If'" 18" LC.p. invert E."'21.80 12" m,tol ",," N.~29.41 ~ I sanitary manhole REMOVE EXIST. DRWY. MODIFY EXIST. CURB INLET rim=32.19 8" cloy invert N.=28_02 8" cloy invert S.=27.20 8" day invert W.=27.64 10" cloy invert E.",27.39 storm manhole rim=32.26 60" r.c.p. invert W_=12.13 60" LC.p. invert E.",12.38 18" r.c.p. invert S. W.=27_07 12" r.c.p. invert S.E.=28.60 Existing Legend E-- gu y anchor 8" ~ 6" . 3" 9 & NOTES: 1. CONTRACTOR TO COORDINATE \\HH CITY OF CLEARWATER TO DETERMINE REQUIREMENTS FOR REMOVAL OF EXISTING PARKING METERS. 2. CONTRACTOR TO COORDINATE WITH FLORIDA POWER CORP. FOR RELOCATION OF EXISTING FACILITIES WITHIN COURT STREET RIGHT-OF-WAY AND OSCEOLA AVENUE RIGH T -OF - WA Y. 3. FOR ALL PAVEMENT, SIDEWALK AND CURB REMOVAL SHOWN, A VERTICAL SAWCUT LINE SHALL BE MADE ALONG THE HARD SURFACES WHICH ARE TO REMAIN. light pole 8- ~ 6- . 3- @ 15- . pine tree & dlameter (to be removed) tree (8M each) (to be removed) oak tree ck dlameter (to be removed) palm tree & diameter palm tree & dIameter (to be removed) * ~ pine tree & diameter sign tree (see each) .. e sprinkler head or valve r.c.p. reinforced concrete pipe utility pole polyvin yl chloride ~ IImIla of _g _..t rem_ p.v.c. ~ water meter ~~ '0' 'V x elevation C><l water valve field measured (f) (..) see note 7 NOTE: ITEMS IN BOLD ARE TO BE REMOVED UNLESS OTHERWISE NOTED. 15" ~ oak tree & diameter see note 8 IGTEl G. T.E. service box see note 8 o ~ lQij, ~' "j x ~~ ~~ n~ -6 Vl;s: .r:. '--~ C (l) '- o > v E If).~ ~ co .- C'o b' >. ~7u.g i5 E~: (f)'C..- co 10 20 SCALE: FEET o pJe ~ \fJS i APR 2 0 zo01l PL~\\\NING& DEVELOf'MENT~SV s CITY OF CLEARWATER @ Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FLCertNos. AACOO188& EB00Q5620 L€C000210 40 I SA PINELLAS COUNTY, FLORIDA General ServIces Department ConstRIction AdminIstration 509 East Avenue South Clearwater, Florida 33756 RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE CONSULTANTS _ALTE N:!t~" ~'~~'th> ~: "~,,, ~-1 ',j OORE REMOVE EXIST. DRWY. () 'C u '" Qj ~ij, '!;l'" x Q) ;::J ~ Q) > ;:::r:: RELOCATE EXIST. POLE (lj ......... o Q) () [J) o 0/ ...,'11 x S T Rue T U R ~ L E N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa, FIorkIa 33602-5181 Tel 813.221.2424 Fax813.221.2289 Aorlda Engineering Business No. 3818 HOUSTON DAL.L.AS TAMPA ATL.ANTA ORLANDO KANSAS CITY ~I. g ENGINEERING ASSOCIATES, INC. 4921 MEMORIAL HIGHWAY ONE MEMORIAL CENTER, SUITE 300 TAMPA. FLORIOA33634 PHONE 813 880 8881 FAX 813 880 8882 E-MAIL klng@kingengineering.com Marty L. Morl APR 1 8 200t FL ~E. NO, 45326 REVISIONS NO. DESCRIPTION DATE ~ ISSUED FOR CONSlRUC1l0N & ADDED NOTES & REVISED DEMO DATE ISSUED: REVIEWED BY: DRAWN BY: DESIGNED BY: 4/18/01 3 7 01 APR. 17,2001 MLM JKIITAW MLM AEP PROJECT NUMBER 5351-004-000 ~. @ 1998 REYNOLDS. SMITH AND HILlS INC. SHEET TITLE EXISTING CONDITIONS AND DEMOLITION PLAN it " , i i ~< ~ SHEET NUMBER C-2 CONSTRUCTION DOCUMENTS ;"r >--< ::>c J I o U U) <: 3:-. u c: >--< If) a> ...., m -.... u o (f) If) <: O'l c: -rl L Q.l Q.) c: -.... O'l c: W O'l c: -.... ::>c - C> C> C\J ro C> t.D - (rj - r--. - L a. <: C" ~ O'l 3:: -0 ~ W ---l I U) f- Z ---- (f) -0 U ---- -0 -0 m U ---- C> C> C> ---- "<:r C> ' C> ---- - LD (Y') LD ---- ...... ..... > -rl U I 3: CL ---- o MAINTENANCE OF TRAFFIC NOTES " GENERAL NOTES 1. ALL SIGNING, PAVEMENT MARKINGS, WARNING DEVICES, AND WARNING LIGHTS SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM CONTROL DEVICES PART VI WORK ZONE TRAFFIC CONTROL, LATEST EDITION", AND THE FOOT "ROADWAY AND TRAFF'IC DESIGN STANDARDS," 2000, INDEX 600 SERIES. SIGN SIZES AND COLORS SHALL BE IN ACCORDANCE WITH FDOT INDEX 600. 2. FOR GENERAL TRAFFIC CONTROL ZONE REQUIREMENTS AND ADDITIONAL INFORMATION REFER TO FOOT INDEX NO. 600. 3. ALL WORK MUST CONFORM TO FOOT INDEX NO. 600 INCLUDING DROP OFF REQUIREMENTS, AND APPLICABLE FOOT INDEXES. 4. ACCESS SHALL BE CONTINUOUSLY MAINTAINED AT ALL SIDE STREETS AND DRIVEWAYS. 5. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC IN AREAS WHERE AN EXISTING SIDEWALK WILL BE CLOSED DUE TO CONSTRUCTION WORK. REFER TO STANDARD INDEX 660 AND NOTES INCLUDED IN PLANS WITH REGARDS TO PEDESTRIAN CONTROL AND CLOSURE OF SIDEWALKS. 6. THE MINIMUM TEMPORARY LANE WIDTH ALLOWED WILL BE 10 FEET. .., 7. ANY WORK REQUIRING LANE CLOSURES SHALL BE COMPLETED AS SOON AS IS PRACTICAL AND THE LANES RE -OPENED TO TRAmc WITH PROPER PAVEMENT MARKINGS AND WARNING DEVICES IN PLACE. CONTRACTOR SHALL COMPLY WITH ANY CITY OF CLEARWATER REQUIREMENTS RELATED TO LANE CLOSURES AS CONTAINED WITHIN THE RIGHT-OF-WAY PERMIT TO BE ACQUIRED BY CONTRACTOR. 8. THE CONTRACTOR SHALL NOTIFY ALL EMERGENCY AND RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY AND THE CITY OF CLEARWATER TRAFFIC DIVISION FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY PROPOSED LANE CLOSURES OR RESTRICTIONS. ... COURT STREET WORK FOR CONSTRUCTION OF WORK ELEMENTS WITHIN THE COURT STREET RIGHT-OF-WAY, THE FOLLO'NING MAINTENANCE OF TRAFFIC PLAN WILL BE REQUIRED: 1. WARNING SIGNAGE (W20 1 F) SHALL BE PLACED ON COURT STREET JUST WEST OF SOUTH FORT HARRISON AVENUE PRIOR TO WORK ZONE. SIGN AGE SHALL HAVE 18" X 18" (MIN.) ORANGE FLAG WITH TYPE B FlASHING LIGHT. 2. PLACE SIDEWALK CLOSED AHEAD (MOT 5) SIGN ON NE CORNER OF COURT STREET/OSCEOLA A VENUE INTERSECTION. PLACE SIDEWALK CLOSED SIGN (MOT 9) ON NE CORNER OF PIERCE STREET/COURT STREET INTERSECTION. PLACE SIDEWALK CLOSED (MOT 9) SIGN JUST EAST OF OAK A VENUE/COURT STREET INTERSECTION AT EXISTING NORTHBOUND-SOUTHBOUND CROSSWALK OF COURT STREET. 3. FOR WORK, VEHICLES OR EQUIPMENT THAT IS NO CLOSER THAN 2' TO EXISTING TRAVEL LANE ON COURT STREET, UTILIZE FOOT INDEX 602 FOR PLACEMENT OF WARNING DEVICES. TAPER DISTANCE (L) CAN BE REDUCED TO 200'. 4. FOR WORK, VEHICLES OR EQUIPMENT THAT IS CLOSER THAN 2' TO EXISTING TRAVEL LANE ON COURT STREET, A LANE CLOSURE IS REQUIRED. UTILIZE FDOT INDEX 625 FOR REQUIRED WARNING SIGNS AND DEVICES. SEE GENERAL NOTES FOR LANE CLOSURE REQUIREMENTS. 1. 2. 3. 4. 5. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICA TIONS. PC-3 ASPHALTIC CONCRETE IS TO BE IN ACCORDANCE WITH PINELLAS COUNTY STANDARDS AND SPECIFICATIONS. 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. 3~ ABOVE GROUND OR UNDERGROUND UTILITIES MAYBE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE UTILITY OWNER(S) BEFORE BEGINNING WORK. 1-800-432-4770 (MIN. 48 HOURS IN ADVANCE). 4. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT 791-1441 FOR VERIFICATION OF THEIR LOCATION AND ELEVATION. ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION. 5. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AS SPECIFIED BY THE CITY OF CLEARWATER EROSION CONTROL 6. lHE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. .&. 7. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC. OF THE ROADWAY IS TO BE COMPACTED PER PINELLAS COUNTY STANDARDS AND FDOT STANDARDS (100% AASHTO T-99, METHOD C). THE MORE STRINGENT CRITERIA SHALL TAKE PRECEDENCE. 8. CONFLICTS OF WATER, SANITARY AND STORM SEWER, AND UNDERDRAIN SYSTEMS TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. 9. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS AND IRRIGATION SLEEVES SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 10. NO TREE REMOVAL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A PERMIT HAS BEEN ISSUED BY THE CLEARWATER CITY CODE CHAPTER 50 & 52. THE CONTRACTOR IS TO EXERCISE EXTREME CAUTION IN THE VICINITY OF TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK OR ANY VIOLATION OF CITY OF CLEARWATER CODES. 11. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES FOR INLETS AND MANHOLES. ALL PIPE LENGTHS ARE PLUS OR MINUS. 12. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS. 13. THE CONTRACTOR SHOULD USE EXTREME CAUTION WHEN WORKING IN THE PROXIMITY OF THE OVERHEAD AND UNDERGROUND GTE AND FPC UTILITIES. VICINITY MAP CONSTRUCTION NOTES PROJECT LOCATION 1. ALL PROPOSED WORK WITHIN THE CITY OF CLEARWATER RIGHT-OF-WAY MUST COMPLY WITH THE APPLICABLE CITY OF CLEARWATER CODES. 2. ALL WORK OUTSIDE OF CITY OF CLEARWATER RIGHT-OF - WA Y MUST COMPLY WITH APPLICABLE PINELLAS COUNTY CODES AND SPECIFICATIONS. 3. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL EXISTING OCCUPATION AS NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. ALL EXISTING OCCUPATION IS TO BE REMOVED BY SAWCUTTlNG ALONG THE PAVEMENT TO REMAIN. 4. ALL DISTURBED AREAS NOT SPECIFICALLY ADDRESSED IN THE LANDSCAPE PLANS SHALL BE SODDED. 5. BASE INFORMATION WAS OBTAINED FROM SURVEY DATED 10-17-00 PROVIDED BY NORTHWEST ENGINEERING, INC. CONTRACTOR IS TO VERIFY EXISTING OCCUPATION AND DIMENSIONS OF EXISTING OCCUPATION WITH THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. t:J lJ ~ ~ 1 ~ EAST B Y DR ~ :5 ~ f- -' I=l <! <! a ac l:J ~ PAVING, GRADING & DRAINAGE NOTES 1. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWA TER STANDARDS AND SPECIFICATIONS. 3. STORM WATER MANAGEMENT PROVIDED IS IN ACCORDANCE WITH CITY OF CLEARWATER AND SWFWMD REQUIREMENTS. 4. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURE FOR INLETS AND MANHOLES. PIPE SLOPES ON FLARED END SECTIONS AND MITERED END SECTIONS ARE CALCULATED FROM CENTER OF INLET/MANHOLE TO END OF STRUCTURE. 5. GRATE INLETS SHALL USE STEEL RETlCULlNE GRATES (H-20 LOADING). GALVANIZED PER FOOT INDEX 232. .& 6. AFTER CONSTRUCTION OF STORMSEWER SYSTEM, ALL EXISTING & CONSTRUCTED PIPES, INLETS & STRUCTURES ARE TO BE INSPECTED. COMPLETELY REMOVE ANY EXISTING SEDIMENT OR CONSTRUCTION DEBRIS TO THE SA TlSF ACTION OF PINELLAS COUNTY. WATER DISTRIBUTION NOTES WATERMAIN SHALL BE 2.5 FEET (MIN.) BELOW PROPOSED GRADE. MINIMUM SEPARATION BETWEEN WATER AND SEWER LINES IS TO BE 10 FEET HORIZONTAL AND 18 INCHES VERTICAL. CONFLICTS OF WATER, SANITARY AND STORM SEWER TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. SANITARY SEWER LINES SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE BURIED APPROXIMATELY ONE FOOT BELOW GRADE OVER THE SANITARY SEWER LINE. THE TAPE SHALL BE CONTINUOUS BETWEEN BENDS AND SECURED TO EACH BEND. THE TAPE SHALL BE AT LEAST 5 MILS THICK, 2 INCHES MINIMUM WIDTH AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED IN PERMANENT BLACK INK WITH 1 INCH LETTERS "CAUTlON SANITARY SEWER LINE BURIED BELOW" ON GREEN BACKGROUND. TAPE SHALL BE TERRA TAPE OR EQUAL, ELECTRONICALLY DETECTABLE TAPE. OSCEOLA AVENUE WORK ALL PVC WATER MAINS SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE BURIED APPROXIMATELY ONE FOOT BELOW GRADE OVER THE WATER MAIN. THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES AND SECURED TO EACH VALVE. THE TAPE SHALL BE AT LEAST 5 MILS THICK, 2 INCH MINIMUM WIDTH AND MADE WITH AN ALUMINUM MA TER~At SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED IN PERMANENT BLACK INK WITH 1 INCH LETTERS "CAUTION WA TER MAIN BURIED BELOW" ON BUlE BACKGROUND. TAPES SHALL BE ELECTRONICALLY DETECTABLE TAPE. FOR CONSTRUCTION OF WORK ELEMENTS WITHIN THE OSCEOLA A VENUE RIGHT-OF - WAY, THE FOLLOWING MAINTENANCE OF TRAFFIC PLAN WILL BE REQUIRED: 1. WARNING SIGNAGE (W20 1 F) SHALL BE PLACED ALONG OSCEOLA A VENUE JUST SOU11-I OF PIERCE STREET. SIGN AGE SHALL HAVE 18" X 18" ORANGE FLAG AND TYPE B WARNING FLASHING LIGHT. 2. PLACE SIDEWALK CLOSURE SIGNS (MOT 9) AT LIMITS OF WORK ZONE B011-l NORTH AND SOUTH ALONG OSCEOLA. PLACE SIDEWALK CLOSED AHEAD (MOT 5) SIGN ON SW CORNER OF PIERCE STREET AND OSCEOLA A VENUE INTERSECTION. 3. FOR WORK, VEHICLES OR EQUIPMENT THAT IS NO CLOSER THAN 2' TO EXISTING TRAVEL LANE ON OSCEOLA AVENUE, UTILIZE FOOT INDEX 602 FOR PLACEMENT OF WARNING DEVICES. TAPER DISTANCE (L) CAN BE REDUCED TO 200'. 4. FOR WORK, VEHICLES OR EQUIPMENT 11-1 A T IS CLOSER THAN 2' TO EXISTING TRAVEL LANE ON OSCEOLA A VENUE, PLACE WARNING DEVICES (TYPE I OR " BARRICADES OR CONES DURING DAYLIGHT HOURS ONLY) ALONG THE EXISTING SOUTHBOUND OUTSIDE TRAVEL LANE AND ALSO ALONG CENTERLINE OF OSCEOLA AVENUE TO PROVIDE ONE (1) NORTHBOUND AND ONE (1) SOUTHBOUND TRAVEL LANES (MIN. 10' WIDTH). DEVICES TO BE SPACED 15' ON CENTER WITH TAPERS USED AS REQUIRED. LEGAL DESCRIPTION SURVEY NOTE Legal Description (*) see survey note 1 A parcel of land lying in the Southwest 1/4 of the Northeast 1/4 of Section 16. Township 29 South, Range 15 East, Pinellas County. Florida, more particularly described as follows: Begin at the intersection of the Westerly right-of-way boundary of Osceola Avenue and the Northerly right-of-way boundary of Court Street (formerly Haven Street); thence S.8geSO'27"W., along said Northerly right-of-way boundary of Court Street, 408.73 feet to a p-oint of curvature; thence by a curve to the right. havin~ a radius of 182.23 feet, through a central angle of 71-38'00", an arc of 227.83 feet and a chord bearing N.43-05' 40 'w. (N.43-04'05"W. field), for a distance of 213.28 feet; thence N.07-16' 40"W., a distance of 94.47 feet; thence N.88-38'10 E., a distance of 562.29 feet to the Westerly right-Of-way boundary of Osceola Avenue; thence S.OO.S4'39"E., along said right-of-way boundary, a distance of 262.03 feet to the Point of Beginning. containing 3.09 acres (f) 1. SEE SURVEY DATED 10-17-00 BY NORTHWEST ENGINEERING. LEGAL DESCRIPTION IS PER THIS SURVEY. SITE DATA EXISTING PROPOSED REQUIRED ZONING DISTRICT: USE: o OFFICE BLDG/PARKING GARAGE o OFFICE BLDG/PARKING GARAGE N/A N/A TREE LEGEND EXISTING LEGEND LOT AREA (SQ. FT. AND ACRES) GROSS AREA (WITHIN PROPERTY LINES): LOT WIDTH LOT DEPTH: VEHICULAR USE AREA (V.U.A.) GROSS FLOOR AREA AND F.A.R.: SETBACKS (ALSO INCLUDE DIMENSION ON SITE PLAN DRAWING) FRONT: SIDE: REAR: 134,600 SF (3.09 AC) 262' 526' 87,632 SF (2.01 AC) N/A 134,600 SF (3.09 AC) 262' 562' 81,116 SF (1.86 AC) N/A 8" ~ 10,000 100' MIN. N/A N/A N/A palm tree & diameter 6" ~ ~ pine tree & diameter light pole 3" 9 tree (see each) 3' 28' BLDG. 7.5' PARKING GARAGE 2' 3' 28' BLDG. 7.5' PARKING GARAGE 2' 25' 20' 20' ; . ""':--... PROPOSED LEGEND SPOT ELEVATIONS SWALE DIRECTION OF FLOW x27.5 ~ Architectural, Engineering, Planning and Environmental Services -- ,Y ~ TOP OF BANK . . Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500, Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FlCert.Nos. AACOO188& EBOOO562O LGCOQ0210 STORM SEWER STORM SEWER INLET FLARED /MITERED END SECTION - . .. FINISHED FLOOR ELEV.-- L,QT TYPE i2~ ------- SILT FENCE SANITARY SEWER SANITARY SEWER SERVICE WATER MAIN REDUCER GA TE VALVE WA TER MAIN SERVICE CONSTRUCTION BLOW-OFF FIRE HYDRANT ASSEMBLY FORCEMAtN RECLAIMED WATER MAIN . r l I~ . ~. " f . ~ < < PINELLAS COUNTY, FLORIDA General Services Department Construction Admln18tratlon 509 East Avenue SOuth Clearwater, florida 33756 SECTION NAME ~ SECTION LOCATED ON SHEET NO. 50 SECTION NAME RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE .-. SECTION TAKEN ON SHEET NO. EROSION AND SEDIMENTATION CONTROL NOTES !~ t CONSULTANTS .ALTEICMOORE 1. DURING CONSTRUCTION THE CONTRACTOR SHALL PLACE STRAW BALES AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL DRAINAGE STRUCTURES ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF DRAINAGE STRUCTURES ARE COMPLETED. THE CONTRACTOR SHALL PLACE STRAW BALES STAKED IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL PROVIDE SIL TA TlON REDUCTION DEVICES FOR THE DISCHARGE FROM THE DEWATERING PROCESS (IF REQUIRED) SO THAT DIRECT DISCHARGE DOES NOT OCCUR. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SIL T A TlON CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED AT CONTRACTORS EXPENSE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHA TEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa. FlorIda 33602-5181 TeI813.221.2424 Fax813.221.2289 AorIda Engineering Business No. 3818 HOUSTON DALLAS TAM"A ATLANTA ORLANDO KANSAS CITY .. ...g ENCINl!ERINC ASSOCJA TES.. INC. 4921-MEMORIAL HIGHWAY ONE MEMORIAL CENTER, SUITE 300 TAMPA. FlORIDA 33634 PHONE 813 880 8881 FAX 813 880 8882 E.MAIL klng@ldngenglneer!ng.com NOTE TO THE CONTRACTOR: TREE BARRICADES AND EROSION CONTROL MEASURES REQUIRED. TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ORA WING INDEX SHEET APR 1 8 Zagl FL P. E. NO. 45326 DESCRIPTION NOTES AND LEGENDS EXISTING CONDITIONS AND DEMOLITION PLAN HORIZONTAL CONTROL AND WATER DISTRIBUTION PLAN PA VlNG, GRADING AND DRAINAGE PLAN PAVING AND GRADING DETAILS EROSION CONTROL DETAILS STORM SEWER AND WATER DETAILS DRAINAGE MAP C-1 C-2 C-3 C-4 C-S C-6 C-7 C-8 REVISIONS NO. DESCRIPTION DATE ~ limits of existing pavement removal ~ ISSUED FOR CONSTRUCll0N 4/18/01 .&. EV. PER COUNTY REVIEW 3 7 01 TG. OF3 7 01 DATE ISSUED: APR. 17, 2001 REVlEWEDBY: MLM DRAWN BY: JKIITAW DESIGNED BY: MLM AEP PROJECT NUMBER 5351-004-000 ( guy anchor ~ ~ 4- e sign sprinkler head or valve 15" e oak tree & diameter HEIGHT WITH BONUS PROVISIONS (IF APPLICABLE): 13' :f: 23' -6" 30' INTERIOR LANDSCAPING (SO.FT./% OF PAVED VEHICULAR AREAS; ALSO DEPICTED ON P,G & 0 PLAN DRAWING BY CROSSHATCHING) (10,712 SF) 13.2% (8,111 SF) 10% PARKING SPACES 253 N/A 515 @ 1998 REYNOLDS, SMITH AND HILLS INC. utility pole SHEET TITLE ~ t><J IGTEI NOTES AND LEGENDS water meter water valve G. T.E. service box r.c.p. p.v.c. ~Oj ~' ~ (f) reinforced concrete pipe polyvinyl chloride elevation ONSTRUCTION DOCUMENTS SHEET NUMBER field measured C-1 I j " DESIGN A D B ILD' OJECT ,. RE TH BETWEEN 49 tl\ \\ ~ "'~ ~ \ &,-;,,, , ,'. " ,.." .. - ;;' t} ~,- '" fiSt k'!o, tf"""'~" '" ,,,-- Oi " 1:,,, f " ", ...""",,~.. A" ~:: {...l~ ,:.jl:" :4B ..'", ,"I c." -.y {) ITIO S E S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa, Florida 33602-5181 Tel 813.221.2424 Fax 813.221.2289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY 1715 NORTH WESTSHORE BL YD., SUITE 500 TAMPA, FLORIDA 33607 (E) Architectural, Engineering, Planning and Environmental Services INDEX TO DRA WI GS C U IQ.( COPt 756 I I I L '".;'/ , " NFPA-1 Review and ~oproval by, the . authority having jurisdiction shall not relieve the applicant ofothe responsibility of compliance:with this Code. TIO UITE 1 7 flL 'f 1:' C" n 'V' ." ~4 ~ e..'~ · ... U lJ i j PAg-Kl~ GARA.GE At>I>mo~ 1\,eviewea 1'or Coae Ccmpfia1fct CI'iYOFClEARWATEA . :-DG.~NOIV, DATE ..0 t: 4 1 ~ro r~/IlVV/' E COpy ~o l/v ~ f--t I~ .:~ ~ ~ t...-<l' >,~*~A\f.t:t ' -~"i ..... "'"''''"'''''''''Y ~t. c' "." .. ~ ,.', :.1L.;" . fr t:::.;; ~~~~ ~~~~~~' al ~Li.lu \$V~ B;i 1":'1~ I' H." ,..~l~ ').l~t'C t''''~'OI'l' S.t""rl1 ()t... '';.r\~'') , . .... . .' ..... (l,J... lJ t:J..L ,V " " ~."".U..: {A. ~j !.I. \_1 11. ENCINEERINC::; 4921 ~ J..G.IWAY eN: ~~. SUTE 300 TAWPA. R.Or<DA 3S634 ASSC>CIA TES, INC. PJ..O\E 813 aeo SBeI FAX 813 aeo Bae2 E-MAL . BILL HARBERT CONSRUCTION 4905 West Laurel Street, Suite 104 Tampa, Florida 33607 LANDSCAPE L-1 TREE PROTECTION AND REMOVAL PLAN L-2 LANDSCAPE PLAN L-3 LANDSCAPE DETAILS ARCHITECTURAL A-1 NOT USED A-2 FIRST LEVEL A-3 SECOND LEVEL A-4 THIRD LEVEL A-5 ELEVATIONS AND SECTIONS A-6 BUILDING SECTIONS A-7 STAIR DETAILS A-8 SECTIONS GENERAL G01 COVER SHEET CIVIL C-1 NOTES AND LEGENDS C-2 EXISTING CONDITIONS AND DEMOLITION PLAN C-3 HORIZONTAL CONTROL AND WATER DISTRIBUTION PLAN C-4 PAVING, GRADING AND DRAINAGE SITE PLAN C-5 PAVING AND GRADING DETAILS C-6 EROSION CONTROL DETAILS C-7 STORM SEWER AND WATER DETAILS STRUCTURAL FIRE PROTECTION AND PLUMBING S-1 FIRST LEVEL PF-1 FIRE PROTECTION AND PLMBG - FIRST LEVEL S-2 SECOND LEVEL PF-2 FIRE PROTECTION AND PLMBG - SECOND LEVEL S-3 THIRD LEVEL PF~3 FIRE PROTECTION AND PLMBG - THIRD LEVEL S-4 SPEED RAMP PARTIAL ELECTRICAL ! ~. PLANS I ~ SECTIONS AND DETAILS E-1 ELECTRICAL FIRST LEVEL (; \ SECTIONS AND DETAILS E-2 ELECTRICAL SECOND LEVEL b: G DETAILS Lin~ ,..)~-3 ELECTRICAL THIRD LEVEL Ie; h~u~.f! ~ ~. ~ c..;>> SECTIONS . ... .., ~SJik~ 0 ;1 0 ~jc...E ~ V 'i;D'~- I I APR 2 0 200l iIY1 \\\ 0 ~ PLANNING &-OEVE[OPMENrsvcS j \ j I CITY OF ClEARW/\TER 1 S-5 S-6 S-7 S-8 MECHANICAL M-1 HVAC PLAN ,,," j - \.l.- b 'J J (, + V1 + (., ? 0: o OJ I:>- - rf'li t:P a- n (Q o \ - j 01 ~J 0-. ;, I, /. , :..~~~ ,. _. ~ - ""~" , .- ~~~ - , - ,.-. STtE p~ ;~~~~ci -L,-0 ~i~E5$~I~~ ORe DAlE ~ _ ~~:JR[~~(~ DAlE - I DESIGN AND BUILD PROJECT FOR RENOV A TIONS & ADDITIONS TO THE NORTH EST CLEAR A TER CAMPUS PARKING GARAGE 310 COURTSTREET CLEAR A TER, FLORIDA 33756 IT ~~ ~ BETWEEN THE BOARD OF COUNTY COMMISSIONERS PI ELL S COUNTY, FLORIDA AND ILL A BERT CONSTRUCTION 905 EST LAUREL STREET, SUITE 104 TAMPA, FLORIDA 33607 PLAN A.PPROVED . SITE fL ~ ~2:t'O( -- 1:>0 ~i~PE=f\Y~ ~ ORC DAiE _ 8-\t ) , 0 COB DAiE ~,jL<- S\GNAiU~ ~ ( DAiE ~ I' l ' .. r WALTE OORE 201 E. Kennedy Blvd., Suite 300 Tampa, Florida 33602-5181 Tel 813.221.2424 Fax 813.221.2289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY S T RUe T U R ALE N GIN E E R S CE) ENCiINEERINCi 4921 M:Ma<IAL. ~AY O\E M:Ma<IAL. C8'IT82, SUTE 300 TAWPA, R.a2DA 33634 ASSC>CIA TES, INC. PJ..ICN: 813 aeo 8881 FAX 813 aeo 8882 E-MAL . ';~:F;>'iI< ~ L~ ;w~" ..' 'J .1ill"''>;!!;.. . f.'... . .I~' '. 'r~'t\.;.~", ".,,~.,,'j..,.\i!'~~.... .... .' "~~. "!'! .#-~ 1'-" "ilil,lf"\ ~-"',.:- -~ ~~-~- -'~I --W~':'-~ :-~i "~- "-",',-:. ;< ,,'" ;'1 :~.~'~' ~j- ,m}' ,.~, ~i~)?--*; dl.ti \~ f~f 'J..'~ ill ,'j ~. J C. '. } 11 ~ ?jj. 11:~ ~. Ii! )J, I')! (1\$" ,;;;~.~~",k' -~'&a;, -!~~- -_ _ ~- -~ - '-./flt,I"'0_,'ih<;p _"">f-J"_~K<'" '-:.,...",_"",-"' ~-_~_ '__~ Architectural, Engineering, Planning and Environmental Services 1715 NORTH WESTSHORE BL YD., SUITE 500 TAMPA, FLORIDA 33607 BilL HARBERT CONSRUCTION 4905 West Laurel Street, Suite 104 Tampa, Florida 33607 . INDEX TO DRA WINGS l ~. - G E G01 COVER SHEET C~ Il C-1 NOTES AND LEGENDS C-2 EXISTING CONDITIONS AND DEMOLITION PLAN C-3 HORIZONTAL CONTROL AND WATER DISTRIBUTION PLAN C-4 PAVING, GRADING AND DRAINAGE SITE PLAN C-5 PAVING AND GRADING DETAILS C-6 EROSION CONTROL DETAILS C-7 STORM SEWER AND WATER DETAILS A L-1 L-2 L-3 A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 sITe PlAN. APPROVED CASE #: ~ D !)(rO( ---Ur:? CASE TYPE ~P' ~ /-;f() DRe DATE -;HtVJ lor COB DATE ~)-::- SIGNATURE rJP;rJA W DATE 5J t(n I () j I . ST UCTUR S-1 FIRST LEVEL S-2 SECOND LEVEL S-3 THIRD LEVEL S-4 SPEED RAMP PARTIAL PLANS S-5 SECTIONS AND DETAILS S-6 SECTIONS AND DETAILS S-7 DETAILS S-8 SECTIONS F I E P 0 T~_ I N UBI PF-1 FIRE PROTECTION AND PLMBG - FIRST LEVEL PF-2 FIRE PROTECTION AND PLMBG - SECOND LEVEL PF-3 FIRE PROTECTION AND PLMBG - THIRD LEVEL ELECTRI E-1 ELECTRICAL FIRST LEVEL E-2 ELECTRICAL SECOND LEVEL E-3 ELECTRICAL THIRD LEVEL Ie M-1 HVAC PLAN r,H1V n ,c "1001 ',oo-\l J L,t t.. .. ...... ~ J I o U en <( ~ u c ...... (I) llJ +J CO .0-\ U C) (I) en <( 0) C .0-\ L lil llJ C .0-\ 0) C W 0) C ..... ::.::: "<"1 C) C) ('\J OJ o LD "<"1 l'ri - r-... "<"1 C- o. <( llJ :::l I- 0) 3: -0 (.!) W -J I en I- :z: ...- en -0 u ...- "0 "0 CO U ...- C) C) C) ...- ~ C) C) - - lD (Y") lD ...- ..... .0-\ > ..... U , 3C: CL ...- C::i MAINTENANCE OF TRAFFIC NOTES " GENERAL NOTES 1. ALL SIGNING, PAVEMENT MARKINGS, WARNING DEVICES, AND WARNING LIGHTS SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM CONTROL DEVICES PART VI WORK ZONE TRAFFIC CONTROL, LATEST EDITION", AND THE FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS," 2000, INDEX 600 SERIES. SIGN SIZES AND COLORS SHALL BE IN ACCORDANCE WITH FOOT INDEX 600. 2. FOR GENERAL TRAFFIC CONTROL ZONE REQUIREMENTS AND ADDITIONAL INFORMATION REFER TO FOOT INDEX NO. SOO. 3. ALL WORK MUST CONFORM TO FOOT INDEX NO. SOO INCLUDING DROP OFF REQUIREMENTS, AND APPLICABLE FOOT INDEXES. 4. ACCESS SHALL BE CONTINUOUSLY MAINTAINED AT ALL SIDE STREETS AND DRIVEWAYS. 5. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC IN AREAS WHERE AN EXISTING SIDEWALK WILL BE CLOSED DUE TO CONSTRUCTION WORK. REFER TO STANDARD INDEX SSO AND NOTES INCLUDED IN PLANS WITH REGARDS TO PEDESTRIAN CONTROL AND CLOSURE OF SIDEWALKS. 6. ll-iE MINIMUM TEMPORARY LANE WIDTH ALLOWED WILL BE 10 FEET. '* 7. ANY WORK REQUIRING LANE CLOSURES SHALL BE COMPLETED AS SOON AS IS PRACTICAL AND THE LANES RE-OPENED TO TRAFFIC WITH PROPER PAVEMENT MARKINGS AND WARNING DEVICES IN PLACE. CONTRACTOR SHALL COMPLY WITH ANY CITY OF CLEARWATER REQUIREMENTS RELATED TO LANE CLOSURES AS CONTAINED WITHIN THE RIGMT=OF--WAY PERMIT TO BE ACOUIRtO BY CONTRACTOR. S. THE CONTRACTOR SHALL NOTIFY ALL EMERGENCY AND RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY AND THE CITY OF CLEARWATER TRAFFIC DIVISION FORTY-EIGHT (4S) HOURS IN ADVANCE OF ANY PROPOSED LANE CLOSURES OR RESTRICTIONS. COURT STREET WORK FOR CONSTRUCTION OF WORK ELEMENTS WITHIN THE COURT STREET RIGHT-OF-WAY, THE FOLLOWING MAINTENANCE OF TRAFFIC PLAN WILL BE REQUIRED: 1. WARNING SIGNAGE (W20 1 F) SHALL BE PLACED ON COURT STREET JUST WEST OF SOUTH FORT HARRISON AVENUE PRIOR TO WORK ZONE. SIGNAGE SHALL HAVE lS" X lS" (MIN.) ORANGE FLAG WITH TYPE B FLASHING LIGHT. 2. PLACE SIDEWALK CLOSED AHEAD (MOT 5) SIGN ON NE CORNER OF COURT STREET/OSCEOLA AVENUE INTERSECTION. PLACE SIDEWALK CLOSED SIGN (MOT 9) ON NE CORNER OF PIERCE STREET/COURT STREET INTERSECTION. PLACE SIDEWALK CLOSED (MOT 9) SIGN JUST EAST OF OAK A VENUE/COURT STREET iNTERSECTION AT EXISTING NORTHBOUND-SOUTHBOUND CROSSWALK OF COURT STREET. 3, FOR WORK. VEHICLES OR EQUIPMENT THAT IS NO ClOSER THAN 2' TO EXISTING TRAVEL LANE ON COURT STREET. UTILIZE FOOT INDEX 602 FOR PLACEMENT OF WARNING DEViCES. TAPER DISTANCE (l) CAN BE REDUCED TO 200'. 4. FOR WORK. VEHICLES OR EQUfPMEN T THAT IS CLOSER THAN 2" TO EXISTING TRAVEL LANE ON COURT STREET, A LANE CLOSURE 1S REQUIRED. UTILIZE mOT INDEX 625 FOR REQUIRED WARNING SiGNS AND DEVICES. SEE GENERAL NOTES FOR LANE CLOSURE REQUIREMENTS. 5. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWA TER AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. PC-3 ASPHALTIC CONCRETE IS TO BE IN ACCORDANCE WITH PINELLAS COUNTY STANDARDS AND SPECIFICATIONS. 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. 3. ABOVE GROUND OR UNDERGROUND UTILITIES MAYBE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE UTILITY OWNER(S) BEFORE BEGINNING WORK. 1-800-432-4770 (MIN. 48 HOURS IN ADVANCE). 4. PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT 791-1441 FOR VERI FI CA TlON OF THEIR LOCATION AND ELEVATION. ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION. 5. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AS SPECIFIED BY THE CITY OF CLEARWATER EROSION CONTROl. 6. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. .&. 7. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC. OF THE ROADWAY IS TO BE COMPACTED PER PINEllAS COUNTY STANDARDS AND FOOT STANDARDS (100% AASHTO T-99, METHOD C). THE MORE STRINGENT CRITERIA SHALL TAKE PRECEDENCE. S. CONFLICTS OF WATER, SANITARY AND STORM SEWER, AND UNDERDRAIN SYSTEMS TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. 9. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS AND IRRIGATION SLEEVES SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 10. NO TREE REMOVAL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A PERMIT HAS BEEN ISSUED BY THE CLEARWATER CITY CODE CHAPTER 50 & 52. THE CONTRACTOR IS TO EXERCISE EXTREME CAUTION IN THE VICINITY OF TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK OR ANY VIOLATION OF CITY OF CLEARWATER CODES. 11. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES FOR INLETS AND MANHOLES. ALL PIPE LENGTHS ARE PLUS OR MINUS. 12. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS. 13. THE CONTRACTOR SHOULD USE EXTREME CAUTION WHEN WORKING IN THE PROXIMITY OF THE OVERHEAD AND UNDERGROUND GTE AND FPC UTILITIES. VICINITY MAP PROJECT LOCATION tJ lJ ~ ~ e:s ~ :5 l:J WATER DISTRIBUTION NOTES 1. 2. WATERMAIN SHALL BE 2.5 FEET (MIN.) BELOW PROPOSED GRADE. MINIMUM SEP ARA TlON BETWEEN WATER AND SEWER LINES IS TO BE 10 FEET HORIZONTAL AND 18 INCHES VERTICAL. CONFLICTS OF WA TER" SANITARY AND STORM SEWER TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. 3. 4. SANITARY SEWER LINES SHALL HAVE A SUITABLE ELECTRONiC LOCATOR TAPE BURIED APPROXIMATELY ONE FOOT BELOW GRADE OVER THE SANiTARY SEWER LINE. THE TAPE SHALL BE CONTINUOUS BETWEEN BENDS AND SECURED TO EACH BEND. ll-iE TAPE SHALL BE AT LEAST 5 MILS THICK. 2 INCHES MiNIMUM WIDTH AND MADE 'MTH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 lAYERS OF POLYETHYLENE. IT SHALL HAVE IMPRINTED IN PERMAl\tENT BLACK INK WITH 1 INCH LETTERS "CAUTION SANITARY SEWER LINE BURIED BELOW" ON GREEN BACKGROUND. TAPE SHALL BE TERRA TAPE OR EQUAL. ELECTRONICALLY DETECTABLE TAPE. ALL PVC WATER MAINS SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE BURIED APPROXIMATELY ONE FOOT BELOW GRADE OVER THE WATER MAIN. THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES AND SECURED TO EACH VALVE. THE TAPE SHALL BE AT LEAST 5 MILS THICK, 2 iNCH MINIMUM 'NfDTH AND MADE WITH AN ALUMiNUM MATERiAL SANDWICHED BEHVEEN 2 LAYERS OF POLYETHYLENE. iT SHALL HAVE iMPRINTED iN PERMANENT BLACK INK WITH 1 INCH LETTERS "CAUTION WA TER MAIN 6l!RIED BELOVV" ON 6L..U..E BACKGROUND. TAPES SHALL BE ELECTRONICALLY DETECTABLE TAPE. SURVEY NOTE 1. SEE SURVEY DATED 10-17-00 BY NORTHWEST ENGINEERING. LEGAL DESCRIPTION IS PER THIS SURVEY. SITE DATA ZONING DISTRICT: USE: LOT AREA (SQ. FT. AND ACRES) GROSS AREA (WITHIN PROPERTY LINES): LOT WIDTH LOT DEPTH: VEHICULAR USE AREA (V.U.A.) GROSS FLOOR AREA AND F.A.R.: SETBACKS (ALSO INCLUDE DIMENSION ON SITE PLAN DRAWING) FRONT: SIDE: REAR: HEIGHT WITH BONUS PROVISIONS (IF APPLICABLE): INTERIOR LANDSCAPING (SQ.FT./% OF PAVED VEHICULAR AREAS; ALSO DEPICTED ON P,G & 0 PLAN DRAWING BY CROSSHATCHING) PARKING SPACES CONSTRUCTION NOTES (Xl 1. ALL PROPOSED WORK WITHIN THE CITY OF ClEARWATE RIGHT-OF-WAY MUST COMPLY WITH THE APPLICABLE CITY OF CLEARWA TE! CODES. 2. ALL WORK OUTSIDE OF CITY OF CLEARWATER RIGHT-OF-WAY MUST COMPLY WITH APPLICABLE PINElLAS COUNTY CODES AND SPECIFICATIONS. 3. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL EXISTING OCCUPATION AS NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. ALL EXISTING OCCUPATION IS TO BE REMOVED BY SAWCUTTlNG ALONG THE PAVEMENT TO REMAIN, 4. ALL DISTURBED AREAS NOT SPECIFICALLY ADDRESSED IN THE LANDSCAPE PLANS SHALL BE SODDED. 5. BASE INFORMATION WAS OBTAINED FROM SURVEY DATED 10-17-00 PROVIDED BY NORTHWEST ENGINEERING, INC. CONTRACTOR IS TO VERIFY EXISTING OCCUPATION AND DIMENSIONS OF EXISTING OCCUPATION WITH THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. L PAVING, GRADING & DRAINAGE NOTES 1. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS. 3. STORM WATER MANAGEMENT PROVIDED IS IN ACCORDANCE WITH CITY OF CLEARWATER AND SWFWMD REQUIREMENTS. 4. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURE FOR INLETS AND MANHOLES. PIPE SLOPES ON FLARED END SECTIONS AND MITERED END SECTIONS ARE CALCULATED FROM CENTER OF INLET/MANHOLE TO END OF STRUCTURE. 5. GRATE INLETS SHALL USE STEEL RETlCULlNE GRATES (H-20 LOADING). GALVANIZED PER FDOT INDEX 232. .& 6. AFTER CONSTRUCTION OF STORMSEWER SYSTEM, ALL EXISTING & CONSTRUCTED PIPES, INLETS & STRUCTURES ARE TO BE INSPECTED. COMPLETELY REMOVE ANY EXISTING SEDIMENT OR CONSTRUCTION DEBRIS TO THE SA TlSF ACTION OF PINELLAS COUNTY. OSCEOLA AVENUE WORK FOR CONSTRUCTION OF WORK ELEMENTS WITHIN THE OSCEOLA AVENUE RIGHT-OF-WAY, THE FOLLOWING MAINTENANCE OF TRAFFIC PLAN WILL BE REQUIRED: 1. WARNING SIGNAGE (W20 1 F) SHAll BE PLACED ALONG OSCEOLA AVENUE JUST SOUTH OF PIERCE STREET. SIGNAGE SHALL HAVE 18" X 18" ORANGE FLAG AND TYPE B WARNING FLASHING LIGHT. 2. PLACE SIDEWALK CLOSURE SIGNS (MOT 9) AT LIMITS OF WORK ZONE BOTH NORTH AND SOUTH ALONG OSCEOLA. PLACE SIDEWALK CLOSED AHEAD (MOT 5) SIGN ON SW CORNER OF PIERCE STREET AND OSCEOLA A VENUE INTERSECTION. 3. FOR WORK, VEHICLES OR EQUIPMENT THAT IS NO CLOSER THAN 2" TO EXISTING TRAVEL lANE ON OSCEOLA AVENUE, UTILIZE FDOT INDEX 602 FOR PLACEMENT OF WARNING DEVlCES. TAPER DISTANCE (l) CAN BE REDUCED TO 200'. 4. FOR WORK, VEHICLES OR EQUIPMENT THAT IS CLOSER THAN 2' TO EXISTING TRAVEL LANE ON OSCEOLA A VENUE, PLACE WARNING DEVICES (TYPE I OR 1/ BARRICADES OR CONES DURING DAYLIGHT HOURS ONLY) ALONG THE EXISTING SOUTHBOUND OUTSIDE TRAVEL LANE AND ALSO ALONG CENTERLINE OF OSCEOLA AVENUE TO PROVIDE ONE (1) NORTHBOUND AND ONE (1) SOUTHBOUND TRAVEL LANES (MIN. 10' WIDTH). DEVICES TO BE SPACED 15' ON CENTER WITH TAPERS USED AS REQUIRED, LEGAL DESCRIPTION Legal Description (*) see survey note 1 A parcel of land lying in the Southwest 1/4 of the Northeast 1/4 of Section 16, Township 29 South, Range 15 East, Pinellas County, Florida, more particularly described as follows: Begin at the intersection of the Westerly right-of-way boundary of Osceola Avenue and the Northerly right-of-way boundary of Court Street (formerly Haven Street); thence S.89-50'27"W., along said Northerly right-of-way boundary of Court Street, 408.73 feet to a point of curvature; thence by a curve to the right, havin~ a radius of 182.23 feet, through a central angle of 71-38'00", an arc of 227.83 feet and a chord bearing N.43-05' 40 'w. ~N.43-04'05"W. field)" for a distance of 213.28 feet; thence N.07-16'40"W., a distance of 94.47 feet; thence N.88-38'10 'E" a distance of 562.29 feet to the Westerly right-ot-way boundary ot Osceola Avenue; thence S.00-54"39"E., along said right-of-way boundary, a distance ot 262.03 feet to the Point of Beginning. containing 3.09 acres (f) EXISTING PROPOSED REQUIRED o OFFICE BLDG/PARKING GARAGE D OFFICE BLDG/PARKING GARAGE N/A N/A TREE LEGEND ----- .-.-- -~ 134,600 SF (3.09 AC) 262' 526' 87,632 SF (2.01 AC) N/A 134,600 SF (3.09 AC) 262' 562' 81,116 SF (1.86 AC) N/A 8" ~ 10,000 100' MIN. N/A N/A N/A pelm tree & diameter 6" . pine tree & diameter light pole ,3" G tree (see each) 3' 28' BLDG. 7.5' PARKING GARAGE 2' 3' 28' BLDG. 7.5' PARKING GARAGE 2' 25' 20' 20' 15" ~ oak tree & diameter 13' :t: 23' -S" 30' (10,712 SF) 13.2% (8,111 SF) 10% 253 515 N/A PROPOSED LEGEND SPOT ELEVATIONS SWALE DIRECTION OF FLOW TOP OF BANK STORM SEWER STORM SEWER INLET FLARED/MITERED END SECTION ~ Architectural~ Engineering, Planning and Environmental Services x27.5 .. ,# ~ - . Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FLCert.Nos. AACOO188& EB0005620 l€COOO210 .. FINISHED FLOOR ELEV.- LOT TYPE- ~~ ------- SILT FENCE SANITARY SEWER SANITARY SEWER SERVICE WA TER MAIN REDUCER GATE VALVE WA TER MAIN SERVICE CONSTRUCTION BLOW-OFF FIRE HYDRANT ASSEMBLY FORCEMAIN RECLAIMED WATER MAIN . T l PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33756 SECTION NAME ~ SECTION LOCATED ON SHEET NO. 50 SECTION NAME RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE ..-. SECTION TAKEN ON SHEET NO. EROSION AND SEDIMENTATION CONTROL NOTES CONSULTANTS WALTE 1. DURING CONSTRUCTION THE CONTRACTOR SHALL PLACE STRAW BALES AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL DRAINAGE STRUCTURES ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF DRAINAGE STRUCTURES ARE COMPLETED. THE CONTRACTOR SHALL PLACE STRAW BALES STAKED IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL PROVIDE SILTATION REDUCTION DEVICES FOR THE DISCHARGE FROM THE DEWATERING PROCESS (IF REQUIRED) SO THAT DIRECT DISCHARGE DOES NOT OCCUR. 4. THE CONTRACiOR SHALL CHECK ALL EROSION AND SILTATION CON TROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED AT CONTRACTORS EXPENSE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHA TEVER METHCDS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAYBE REQUIRED FOR THE PROJECT. S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd., Suite 300 Tampa, FIorlda 33602-5181 Tel 813.221.2424. Fax 813.221.2289 . Florida Engineering Business No. 3818 HOUSTON DAllAS TAMPA ATLANTA ORLANDO KANSAS CITY ~I..g ENGINEERING ASSOCIA TES, INC. 4921 MEMORIAL HIGHWAY . ONE MEMORIAL CENTER, SUITE 300 TAMPA. FLORIDA 33634 . PHONE 813 880 8881 FAX 813 880 8882 E-MAIL king@klngenglneerlng.com NOTE TO THE CONTRACTOR: TREE BARRICADES AND EROSION CONTROL MEASURES REQUIRED. TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ORA WING INDEX SHEET APR 1 8 2001 FL P.E. NO. 45326 DESCRIPTION NOTES AND LEGENDS EXISTING CONDITIONS AND DEMOLITION PLAN HORIZONTAL CONTROL AND WATER DISTRIBUTION PLAN PAVING, GRADING AND DRAINAGE PLAN PAVING AND GRADING DETAILS EROSION CONTROL DETAILS STORM SEWER AND WA TER DETAILS DRAINAGE' MAP C-l C-2 C-3 C-4 C-5 C-6 C-7 C-8 REVISIONS NO. DESCRIPTION DATE EXISTING LEGEND tJ 4 LLU1U H ~ limits of existing pavement rema\lOl ~ ISSUED FOR CONSTRUCTION 4/18/01 ~ EV. PER COUN TY REVIEW 3 7 01 TG. OF 3 7 01 DATE ISSUED: APR. 17, 2001 REVIEWED BY: MLM DRAWN BY: JKIITAW DESIGNED BY: MLM ( guy anchor ~ ~ + e AEP PROJECT NUMBER sign 5351-004-000 sprinkler head or valve @ 1998 REYNOLDS. SMITH AND HILlS INC. SHEET TITLE utility pole water meter NOTES water valve AND G. T.E. service box LEGENDS reinforced concrete pipe pol yvin yI chloride SHEET NUMBER elevation C-1 field measured CONSTRUCTION DOCUMENTS ~ / ~ ~ IGTEI r.c.p. p.v.c. ~Oj Co' q; (f) ..... ~ -:> I o W (f) <2:: g, u c: ..... (f) (l) ~ c: LU 0> c: -.... ~ ..... o = (\j CO o Ui - c'rj - r--- ..... C- o. <2:: Q) J ~ 0> 3: U C,!) LU -l I en ~ :z: --- (f) U U --- TI D .r-< W I 3:: CL --- (:) MAINTENANCE OF TRAFFIC NOTES .. GENERAL NOTES 1. ALL SIGNING, PAVEMENT MARKINGS, WARNING DEVICES, AND WARNING LIGHTS SHALL BE IN ACCORDANCE WITH "THE MANUAL ON UNIFORM CONTROL DEVICES PART VI WORK ZONE TRAFFIC CONTROL, LATEST EDITION", AND THE FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS," 2000, INDEX 600 SERIES. SIGN SIZES AND COLORS SHALL BE IN ACCORDANCE WITH FOOT INDEX 600. 2. FOR GENERAL TRAFFIC CONTROL ZONE REQUIREMENTS AND ADDITIONAL INFORMATION REFER TO FDOT INDEX NO. 600. 3, ALL WORK MUST CONFORM TO FOOT INDEX NO. 600 INCLUDING DROP OFF REQUIREMENTS, AND APPLICABLE FDOT INDEXES. 4. ACCESS SHALL BE CONTINUOUSLY MAINTAINED AT ALL SIDE STREETS AND DRIVEWAYS. 5. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC IN AREAS '#HERE AN EXISTING SIDEWALK WILL BE CLOSED DUE TO CONSTRUCTION WORK. REFER TO STANDARD INDEX 660 AND NOTES INCLUDED IN PLANS WITH REGARDS TO PEDESTRIAN CONTROL AND CLOSURE OF SIDEWALKS. 6. THE MINIMUM TEMPORARY LANE WIDTH ALLOWED WILL BE 10 FEET. .. 7. ANY WORK REQUIRING LANE CLOSURES SHALL BE COMPLETED AS SOON AS IS PRACTICAL AND THE LANES RE-OPENED TO TRAFFIC WITH PROPER PAVEMENT MARKINGS AND WARNING DEVICES IN PLACE. CONTRACTOR SHALL COMPLY WITH ANY CITY OF CLEARWATER REQUIREMENTS RELA TED TO LANE CLOSURES AS CONTAINED WITHIN THE RIGHT-OF-WAY PERMIT TO BE ACQUIRED BY CONTRACTOR. 8. THE CONTRACTOR SHALL NOTIFY ALL EMERGENCY AND RESCUE AGENCIES LOCATED IN THE PROJECT VICINITY AND THE CITY OF CLEARWATER TRAFFIC DIVISION FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY PROPOSED LANE CLOSURES OR RESTRICTIONS. COURT STREET WORK FOR CONSTRUCTION OF WORK ELEMENTS WITHIN THE COURT STREET RIGHT-OF-WAY, THE FOLLOWING MAINTENANCE OF TRAFFIC PLAN WILL BE REQUIRED: 1. WARNING SIGNAGE (W20 1 F) SHALL BE PLACED ON COURT STREET JUST WEST OF SOUTH FORT HARRISON AVENUE PRIOR TO WORK ZONE. SIGN AGE SHALL HAVE 18" X 18" (MIN.) ORANGE FLAG WITH TYPE B FLASHING LIGHT. 2. PLACE SIDEWALK CLOSED AHEAD (MOT 5) SIGN ON NE CORNER OF COURT STREET/OSCEOLA AVENUE INTERSECTION. PLACE SIDEWALK CLOSED SrGN (MOT 9) ON NE CORNER OF PIERCE STREET/COURT STREET INTERSECTION. PLACE SIDEWALK CLOSED (MOT 9) SIGN JUST EAST OF OAK A VENUE/COURT STREET INTERSECTION AT EXISTING NORTHBOUND-SOUTHBOUND CROSSWALK OF COURT STREE~ 3. FOR WORK, VEHICLES OR EQUIPMENT THAT IS NO CLOSER THAN 2' TO EXJSTlNG TRAVEL LANE ON COURT STREET, UTILIZE FDOT INDEX 502 FOR PLACEMENT OF WARNING DEVICES. TAPER DISTANCE (L) CAN BE REDUCED TO 200'. 4. FOR WORK, VEHfCLES OR EQUIPMENT THAT IS CLOSER THAN 2' TO EXISTING TRAVEL LANE ON COURT STREET, A LANE CLOSURE IS REQUIRED. UTILIZE FOOT INDEX 625 FOR REQUIRED WARNING SIGNS AND DEvtCES. SEE GENERAL NOTES FOR LANE CLOSURE REQUIREMENTS. 5. GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWA TER AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. PC-3 ASPHALTIC CONCRETE IS TO BE IN ACCORDANCE WITH PINELLAS COUNTY STANDARDS AND SPECIFICATIONS. 2. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN THE AREA BEFORE BEGINNING CONSTRUCTION. 3. ABOVE GROUND OR UNDERGROUND UTILITIES MAYBE IN THE AREA OF THIS PROJECT. PROCEED WITH CAUTION - CALL "SUNSHINE" AND THE UTILITY OWNER(S) BEFORE BEGINNING WORK. 1-800-432-4770 (MIN. 48 HOURS IN ADVANCE). 4. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT 791-1441 FOR VERIFICATION OF THEIR LOCATION AND ELEVATION. ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR RESOLUTION. 5. ALL PRACTICABLE AND NECESSARY EFFORT SHALL BE TAKEN DURING CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS AS SPECIFIED BY THE CITY OF CLEARWATER EROSION CONTROl. 6. THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING ON THIS PROJECT BY WATERING OR OTHER METHODS AS REQUIRED. &. 7. ALL BACKFILL OVER ANY PIPE (STORM SEWER, WATER LINE, SANITARY SEWER) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT, ETC. OF THE ROADWAY IS TO BE COMPACTED PER PINELLAS COUNTY STANDARDS AND FDOT STANDARDS (100% AASHTO T-99, METHOD C). THE MORE STRINGENT CRITERIA SHALL TAKE PRECEDENCE. 8. CONFLICTS OF WATER, SANITARY AND STORM SEWER. AND UNDERDRAIN SYSTEMS TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. 9. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS AND IRRIGATION SLEEVES SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 10. NO TREE REMOVAL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A PERMIT HAS BEEN ISSUED BY THE CLEARWATER CITY CODE CHAPTER 50 & 52. THE CONTRACTOR IS TO EXERCISE EXTREME CAUTION IN THE VICINITY OF TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS WORK OR ANY VIOLATION OF CITY OF CLEARWATER CODES. 11. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES FOR INLETS AND MANHOLES. ALL PIPE LENGTHS ARE PLUS OR MINUS. 12. NO DEBRIS SHALL BE ALLOWED TO ENTER THE EXISTING SANITARY AND STORM SYSTEMS. 13. THE CONTRACTOR SHOULD USE EXTREME CAUTION WHEN WORKING IN THE PROXIMITY OF THE OVERHEAD AND UNDERGROUND GTE AND FPC UTILITIES. VICINITY MAP CONSTRUCTION NOTES PROPOSED LEGEND WATER DISTRIBUTION NOTES WATERMAIN SHALL BE 2.5 FEET (MIN.) BELOW PROPOSED GRADE. MINIMUM SEPARATION BETWEEN WATER AND SEWER LINES IS TO BE 10 FEET HORIZONTAL AND 18 INCHES VERTICAl. CONFLICTS OF WATER, SANITARY AND STORM SEWER TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. SANITARY SEWER LINES SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE BURIED APPROXIMA TEL Y ONE FOOT BELOW GRADE OVER THE SANITARY SEWER LINE. THE TAPE SHALL BE CONTINUOUS BETWEEN BENDS AND SECURED TO EACH BEND. THE TAPE SHALL BE AT LEAST 5 MILS THICK. 2 INCHES MINIMUM WIDTH AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF POLYETHYLENE. IT SHAll HAVE IMPRINTED IN PERMANENT BLACK INK WITH 1 INCH LETTERS "CAUTION SANlT ARY SEWER LINE BURIED BELOW" ON GREEN BACKGROUND. TAPE SHALL BE TERRA TAPE OR EQUAL ELECTRONICALLY DETECTABLE TAPE. ALL PVC WATER MAINS SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE BURIED APPROXIMA TEL Y ONE FOOT BELOW GRADE OVER THE WATER MAIN, THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES AND SECURED TO EACH VALVE. THE TAPE SHALL BE AT LEAST 5 MILS THICK. 2 INCH MINIMUM WIDTH AND MADE ~TH AN ALUMiNUM MA TERJAt SANDWICHED BETVY'EEN 2 LAYERS OF POLYETHYlENE. iT SHALL HAVE IMPRINTED IN PERMANENT BLACK INK WITH 1 INCH LETTERS "CAUTION WA TER MAIN Bt:-RIED BELOW'" ON 6.L.U.E BACKGROUND. TAPES SHALL BE ELECTRONICALLY DETECTABLE TAPE. PROJECT LOCATION tJ lJ ~ ~ E:s ~ ~ l:J 1. 2. 3. 4. x27.S ~ Architectural~ Engineering, Planning and Environmental Services 1. ALL PROPOSED WORK WITHIN THE CITY OF CLEARWATE RIGHT-OF-WAY MUST COMPLY WITH THE APPLICABLE CITY OF CLEARWA TEf CODES. 2. ALL WORK OUTSIDE OF CITY OF CLEARWATER RIGHT-OF-WAY MUST COMPLY WITH APPLICABLE PlNELLAS COUNTY CODES AND SPECIFICATIONS. 3. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL EXISTING OCCUPATION AS NECESSARY TO CONSTRUCT THE PROPOSED IMPROVEMENTS. ALL EXISTING OCCUPATION IS TO BE REMOVED BY SAWCUTTlNG ALONG THE PAVEMENT TO REMAIN. 4. ALL DISTURBED AREAS NOT SPECIFICALLY ADDRESSED IN THE LANDSCAPE PLANS SHALL BE SODDED. 5. BASE INFORMATION WAS OBTAINED FROM SURVEY DATED 10-17-00 PROVIDED BY NORTHWEST ENGINEERING. INC. CONTRACTOR IS TO VERIFY EXISTING OCCUPATION AND DIMENSIONS OF EXISTING OCCUPATION WITH THE CONSTRUCTION LIMITS PRIOR TO CONSTRUCTION. SPOT ELEVATIONS SWAlE DIRECTION OF FLOW TOP OF BANK STORM SEWER STORM SEWER INLET FLARED /MITERED END SECTION .. ,y ~ - . Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FLCertNos. AACOO188& EB0005620 L~COOO210 ~ ~ FINISHED FLOOR ELEV,-- LOT TYPE- PAVING, GRADING & DRAINAGE NOTES SILT FENCE SANITARY SEWER SANITARY SEWER SERVICE WA TER MAIN REDUCER GATE VALVE WA TER MAIN SERVICE CONSTRUCTION BLOW-OFF FIRE HYDRANT ASSEMBLY FORCEMAIN RECLAIMED WATER MAIN ------- . T l L EAST B Y DR 1. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND TELEPHONE CROSSINGS SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS AND SPECIFICATIONS. 3. STORM WATER MANAGEMENT PROVIDED IS IN ACCORDANCE WITH CITY OF CLEARWATER AND SWFWMD REQUIREMENTS. 4. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURE FOR INLETS AND MANHOLES, PIPE SLOPES ON FLARED END SECTIONS AND MITERED END SECTIONS ARE CALCULATED FROM CENTER OF INLET/MANHOLE TO END OF STRUCTURE. 5. GRATE INLETS SHALL USE STEEL RETlCULlNE GRATES (H-20 LOADING). GALVANIZED PER FOOT INDEX 232. & 6. AFTER CONSTRUCTION OF STORMSEWER SYSTEM, ALL EXISTING & CONSTRUCTED PIPES, INLETS & STRUCTURES ARE TO BE INSPECTED. COMPLETELY REMOVE ANY EXISTING SEDIMENT OR CONSTRUCTION DEBRIS TO THE SA TISF ACTION OF PINELLAS COUNTY. PINELLAS COUNTY, FLORIDA General Services Department Construction Admlnlstratlon 509 East Avenue South Clearwater, Florida 33756 <=> <I: o c.: BRYAN '" SECTION NAME ~ SECTION LOCATED ON SHEET NO. 50 SECTION NAME .-. RENOVATIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE SECTION TAKEN ON SHEET NO. OSCEOLA AVENUE WORK CONSULTANTS EROSION AND SEDIMENTATION CONTROL NOTES IVALTEIUJUIOORE FOR CONSTRUCTION OF WORK ELEMENTS WITHIN THE OSCEOLA AVENUE RIGHT-OF - WA Y, THE FOLLOWING MAINTENANCE OF TRAFFIC PLAN WILL BE REQUIRED: 1. WARNING SIGNAGE (W20 1 F) SHALL BE PLACED ALONG OSCEOLA A VENUE JUST SOUTH OF PIERCE STREET. SIGN AGE SHALL HAVE 18" X 18" ORANGE FLAG AND TYPE B WARNING FLASHING LIGHT. 2. PLACE SIDEWALK CLOSURE SIGNS (MOT 9) AT LIMITS OF WORK ZONE BOTH NORTH AND SOUTH ALONG OSCEOLA. PLACE SIDEWALK CLOSED AHEAD (MOT 5) SIGN ON SW CORNER OF PIERCE STREET AND OSCEOLA A VENUE INTERSECTION. 3. FOR WORK, VEHICLES OR EQUIPMENT THAT IS NO CLOSER THAN 2' TO EXISTING TRAVEL LANE ON OSCEOLA A VENUE. UTILIZE FOOT INDEX 602 FOR PLACEMENT OF WARNING DEVICES. TAPER DISTANCE (L) CAN BE REDUCED TO 200'. 4. FOR WORK, VEHICLES OR EQUIPMENT THAT IS CLOSER THAN 2' TO EXISTING TRAVEL LANE ON OSCEOLA A VENUE, PLACE WARNING DEVICES (TYPE I OR " BARRICADES OR CONES DURING DAYlIGHT HOURS ONLY) ALONG THE EXISTING SOUTHBOUND OUTSIDE TRAVEL LANE AND ALSO ALONG CENTERLINE OF OSCEOLA A VENUE TO PROVIDE ONE (1) NORTHBOUND AND ONE (1) SOUTHBOUND TRAVEL LANES (MIN. 10' WIDTH). DEVICES TO BE SPACED 15' ON CENTER WITH TAPERS USED AS REQUIRED. S T Rue T U R ALE N GIN E E R S 1. DURING CONSTRUCTION THE CONTRACTOR SHALL PLACE STRAW BALES AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL DRAINAGE STRUCTURES ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF DRAINAGE STRUCTURES ARE COMPLETED. T'rlE CONTRACTOR SHALL PLACE STRAW BALES STAKED IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL PROVIDE SILTATION REDUCTION DEVICES FOR THE DISCHARGE FROM THE DEWATERING PROCESS (IF REQUIRED) SO THAT DIRECT DISCHARGE DOES NOT OCCUR. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED AT CONTRACTORS EXPENSE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHA TEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. 201 E. Kennedy Blvd., Suite 300 Tampa, FlorIda 33602-5181 Tel 813.221.2424. Fax 813.221.2289 Florida Engineering Business No. 3818 HOUSTON DJ\LLAS TAMPA ATLANTA ORLANDO KANSAS CITY ~:i....g ENCJNEERINC ASSOCJA TES, INC. 4921 MEMORIAL HIGHWAY . ONE MEMORIAl CENTER, SUITE 300 _ TAMPA. FLORIDA 33634 PHONE 813 880 8881 FAX 813 880 8882 E-MAIL klng@klngenglneering.com LEGAL DESCRIPTION NOTE TO THE CO:-.!TRACTOR: TREE BARRICADES AND EROSION CONTROL MEASURES REQUIRED. TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. SURVEY NOTE Legal Description (*) see survey note 1 A parcel of land lying in the Southwest 1/4 of the Northeast 1/4 of Section 16. Township 29 South, Range 15 East. Pinellas County, Florida, more particularly described as follows: Begin at the intersection of the Westerly right-of-way boundary of Osceola Avenue and the Northerly right-of-way boundary of Court Street (formerly Haven Street); thence S.89-50'27"W., along said Northerly right-of-way boundary of Court Street, 408.73 feet to a point of curvature; thence by a curve to the right, havin~ a radius of 182.23 feet, through a central angle of 71-38'00", an arc of 227.83 feet and a chord bearing N.43-05' 40 'We (N.43-04'05"W. field), for a distance of 213.28 feet; thence N.07-16' 40"W., a distance of 94.47 feet; thence N.88-38'10 'E., a distance of 562.29 feet to the Westerly right-of-way boundary of Osceola Avenue; thence S.00-54'39"E.. along said right-of-way boundary, a distance of 262.03 feet to the Point of Beginning. containing 3.09 acres (f) 1. SEE SURVEY DATED 10-17-00 BY NORTHWEST ENGINEERING. LEGAL DESCRIPTION IS PER THIS SURVEY. SITE DATA DRA WING INDEX APR 1 8 2001 FL P. E. NO. 45326 SHEET DESCRIPTION NOTES AND LEGENDS EXISTING CONDITIONS AND DEMOLITION PLAN HORIZONTAL CONTROL AND WATER DISTRIBUTION PLAN PAVING, GRADING AND DRAINAGE PLAN PAVING AND GRADING DETAILS EROSION CONTROL DETAILS STORM SEWER AND WA TER DETAILS DRAINAGE' MAP DATE C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 REVISIONS NO. DESCRIPTION EXISTING PROPOSED REQUIRED ~ LUU ,; ZONING DISTRICT: USE: LOT AREA (SQ. FT. AND ACRES) GROSS AREA (WITHIN PROPERTY LINES): LOT WIDTH LOT DEPTH: VEHICULAR USE AREA (V.U.A.) GROSS FLOOR AREA AND F.A.R.: SETBACKS (ALSO INCLUDE DIMENSION ON SITE PLAN DRAWING) FRONT: SIDE: REAR: D OFFICE BLDG/PARKING GARAGE EXISTING LEGEND , I .-.. -.- .'..----..:.:::-.---j o OFFICE BLDG/PARKING GARAGE N/A N/A TREE LEGEND ~ ISSUED FOR CONSTRUCTION 4/18/01 .& EV. PER COUNTY REVIEW 3 7 01 TG. OF 3 7 01 DATE ISSUED: APR. 17, 2001 REVIEWED BY: MLM DRAWN BY: JKI/TAW DESIGNED BY: MLM 134,600 SF (3.09 AC) 262' 526' 87,632 SF (2.01 AC) N/A ~ limits of existing povement removol 134,600 SF (3.09 AC) 262' 562' 81,116 SF (1.86 AC) N/A 8" ~ 10,000 100' MIN. N/A N/A N/A palm tree & diameter ( guy anchor 6" . ~'ij\'\ pine tree & diameter ~ ~ -+ e AEP PROJECT NUMBER sign 5351-004-000 sprinkler head or valve @ 1998 REYNOLDS, SMITH AND HILLS INC. SHEET TITLE utility pole water meter NOTES water valve AND G. T.E. service box LEGENDS reinforced concrete pipe polyvinyl chloride SHEET NUMBER elevation C-1 field measured CONSTRUCTION DOCUMENTS / 4< / light pole 3" (9 tree (see each) 3' 28' BLDG. 7,5' PARKING GARAGE 2' 3' 28' BLDG, 7.5' PARKING GARAGE 2' 25' 15" ~ oak tree & diameter 20' 20' HEIGHT WITH BONUS PROVISIONS (IF APPLICABLE): 13' :f: MMJ [><J IGTEl 23' -6" 30' INTERIOR LANDSCAPING (SQ.FT./% OF PAVED VEHICULAR AREAS; ALSO DEPICTED ON P,G & D PLAN DRAWING BY CROSSHATCHING) (10,712 SF) 13.2% (8,111 SF) 10% 253 r.c.p. p.v.c. ~OJ roo 'V PARKING SPACES 515 N/A (f) _/ /~ .-/ // ------ ---- ---- - /- / / ~/' /' /' LEGEND Ci:]/ @ Architectural, Engineering, Planning and Environmental Services 15>" (JfJ: OAK TREE AND DIAMETER ~~ & ~ i') ~ e" ~ FUTURE NE\V CONSTRUCTION TO BE BY CITY OF CLEAR \VATER PALM TREE AND DIAMETER Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FL.Cert.Nos. AAC001886 . EBOO05620 . LCC000210 [I] .2" PINE TREE AND DIAMETER 8" G ~R X I ~r I ~ UNKNOUN SPECIES ~ (~" ,*T~ :," '~ \ \ \ \ I I . \ \ I \ \ \ .' I ~ CJ -= ~ll II 1\ \1 \\ EXISTINC:: PALM TRANSPLANTED, 15> TOTAL PALMS. SEE Sl-lEET L-2 DEAD PALM TO BE REMOVED ~ EXISTINC:: TREE TO 6E REMOVED ~ 01 -==::-- ~ -.::::..~ ~ ~ ~ ~ \ '\:- '\:- ~ \\ \\ \\ \\ 1\ II II II II , o " 6ARRICADE Sl-lALL 6E PLACED 10' FROM TRUNK OF TREE, TYP. SEE DETAIL ~/L-.:> " < "i (I) ~ II - -:::~. --~ - - - - - - _.~ ---- rP- >- _ . . --------=~ ~ ~_ n_'~ . _ _ _ _ __ __ __ _ _ _ _ .=---~-:::._ ~ o ~-I ----- -~----~~? ( -,___ _ _ _1- ) \\" " ~'----I ~ \ ~ I t II I 1\ -;;=c- == ~ - -- -- - - - - - - - -- --- -: --,,, II I I \ ~ -- -:::::..,::::~> "II I I \ \\ \\ :: IUI \ \\ \1\ \11 \\ ~\ II II I II IL_ I 11- II II II II II II II II II I II II II II II II II \1 II II II II II II I~II I~II II (Jl, II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II Ii J! II ! II (I II II ~. cS =_JJ 1'0 (J) <D en / / / PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33758 / TREE COUNT o I I / ~-'~ ~ ~ // 0 // TR' ~ \\ I ~ ;?: ~ \\ ~ {i ~ ~ 1) / ~ TR<< ~:= / fY ~,i & /~~ ~ -II /~ ~ :: I ~ \1 C"Cc,c~ II II II II 1\ II II II II II II II II II II II ~ >' ~~ II II II II II II II II II II II II II II II II ~ II II II II II II II II II II II II II II II I! II II II II II II II II II II Ii II ~ ~ ~ ~')("~~ ~~'-.::::.., \\ TR ~ ~ ~ I \\"\J - \\ ~~ T ~ ",rr r "'" ,~ y ;( ~ I .&<<,".~.:_0,.~,._. cc';/ II ~ / )( ~.~.~.< II ! { I -"::: ~)i":.::c' "nknowrF--.>- , II 1"-::,,, :: i I I 'Y' ~C~ ~ ~C~~-_-_CC_ .' _c~\ '\ II ~ \\ \\ ~ I ~ '\ II o O\f I ~ \\ II \, I .l.. ., .~...' .J REFER TO CIVIL \".. ~ ENGINEERING PLANS FOR PARKING LOT DEMOLITION l-lARDUJOOD PALM ( 01 ) 4" ( 02 ) 5>" (01) ~II (02) 8" (0~) 10" ( lZ) 1) ~II (0~) 1211 (01) ~II (01) 11" (02) 10" (02) 18" (01) 14" (0lJ lell (12) (l~) o RENOV A TIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE FUTURE NE\V CONSTRUCTION TO BE BY CITY OF CLEAR\VATER / CONSULTANTS ,/ ~ 1/] << : II I II I II I II I II I 1/ I 1/ I II I II I 1/ II I II I II I II I II I II I II I II I II I 1/ I II I II I II I II I II I 1/ I 1/ I 1/ I 1/ \ \\ \ \\ I \\ I "~.J ----- - TOTAL TREES : .:>5> WALTEIU.lUIOORE REFER TO CIVIL ENGINEERING PLANS FOR PARKING LOT DEMOLITION 5 T RUe T U R ALE N GIN E E R 5 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY 201 E. Kennedy Blvd., Suite 300 TalTlPa. Florida 33604,-.5181 Tel 813.221.2424 Fax8f3:221.2289 Florida Engineering Business No. 3818 NOTE: ALL PROTECTivE 6ARRIERS Sl-lALL 6E PLACED AROUND ALL PROTECTED TREES FRIOR TO LAND PREPARATION OR CONSTRUCTION ACTiviTIES ACCORDINC:: TO Tl-lE FOLLOWINC::: / A. AT OR C::REATER THAN Tl-lE FULL DRIPLINE OF ALL PALM AND PINE TREES: 6. AT OR GREATER THAN TWO-Tl-lIRDS OF Tl-lE DRIPLlNE OF ALL OTl-lER FROTECTED SPECIES. C. AT OR C::REA TER THAN Tl-lE FULL DRIPLlNE OF TREES WITl-lN A SPECIMAN TREE STAND. I I I J ~II I II I 01(1 II I' c: ~I I ~~I I:: II ~\ I ~ // II ;/' I 0 ~ II I X /jl! '~ -;/ ~::.c;:/ - ~ .~" " 4 7nnl Nli-\I U ,,-uu. .> -.- . _-::.-=---~---- '-~- /r-- =- - - --~ ~:~=-'=.=~ REVISIONS NO. 1 2 DESCRIPTION ADDED TREES MARKED PALMS o BE TRANS PLANTE 3/16/01 3 PERMIT DOCUMENTS 3/16/01 4 ISSUED FOR CONSTRUCTION 4/18/01 DATE 2/19/01 ----~_._- ~ .;::= = = -- -- - - ----.c..'\ /? ~ 1/ I I II ? I I II II I I II ~~ I I II ~'::::,====cc_ -=--=-11- --= -= -= ~- --=-- - II Ii II II II ~, -.::::..' ~ ~ -.::::..' ~ ~l II II II II 1\ II II II II II II II II II II II II II II II II II II II II II ~ I! ~.~ P II II II II \1 II II I I~JL_-_-_-~ TR~ TR ~(? ~q o & 0 ~ , ;r- -:c=. =::.. ~=- ,,-ee- = ~~~-'=-= = 0 ~ 1\ II II 1\ 1\ II II II II II II II II 'I II (Wwo =11 ~~-=~'11 II II 1\ II 1\ II II II II II II II II II II J \ iF::::'::" ' II Ii II II II II II \1 II II 1\ II II II II lie- - - --- --.1 r=: -,- ~ r-- - 1\ II II I II II II II 1\ 1\ II II II II II_=-- .' c 11, ! ~) ~~ C lJ I TR ~ 1'0 o -- = = = ===C_ == ~ -= :== = - -- - - =: .--- = :==== -=:-: =- =1{:o;:c:----= -:CCN= =-- :.==.=c: .,~---. 'j( --J Ii I II II I II J '~T Ii II I II X i~ : I jl II L__ X- --/-;/;/' , ..t II .--/ I ~ ~ \ -1 [ __.)1~ r\ II I Feci _J II I _t= 1 II I I II I II I I II I I II I I II I II I ~ II I ' I~ II II II II 1\ II I II II L___ -- -- - ____1\ ~ ~ // --:::-=----- ~1 I; I I; I II~I II I fl--J lr --1 I DI II I II I II II~I II ;::; II II ' II I II I II I II I I DATE ISSUED. APRil 18, 2001 REVIEWED BY I JS DRAWN BY. DMZ DESIGNED BY. DMZ AEP PROJECT NUMBER 404-1909-000 XXX.DWG 00-00-00 12:00p @ 1998 REYNOLDS. SMITH AND HILLS INC. o o D SHEET TITLE TREE PROTECTION AND REMOVAL PLAN TREE PROTECTION AND REMOVAL PLAN SCALE: 1" = 20'-0" REFER TO CIVIL ENGINEERING PLANS FOR PARKING LOT DEMOLITION SHEET NUMBER L-1 EB ,.-c:;1 ;:: '11 ~ I 1/ I~~J<D~ , 'ii'.)1 I "'v' I --1 ''ii',? \ . J CONSTRUCTION DOCUMENTS L_u II II - - - - - ....i}- \\ \\ .\\;- -- NOTE: REMOVE STAKING l^lITHIN ONE YEA;;;c, OF INSTALLATION PLANTING 1-l0LE AT LEAST Tl^ll CE THE DIAMETER OF ;;;c,OOT BALL BACKFILL O;;;c, PLANTING MIX TREE STAKING DETAIL ;3" OR. LARGER CALIPER, FIELD GROY\lN NOT TO SCA!..!:: l^lIDE, FLEXIBLE ST;;;c,APPING, TIGHTEN ONLY ENOUGH TO ELIMINATE SLACK TOP OF ROOT BALL SLI GHTL Y ABOVE FINISH GRADE MULCH, 3" DEEP 3"-HIGH SOIL l^lATERING SAUCER .2"x.2" l^lOOD STAKE, 30" LONG, DRIVEN INTO UNDI STU;;;c,BED SOIL BEYOND THE PLANTING HOLE TO"" OF STAKE BELOl^l G;;;c,ADE FINISH GRADE BACKFILL EVEN l^lITH FINISH GRADE EXISTING SUBGRADE COMPACT BACKFILL BENEA TH ;;;c,OOT BALL TO PREVENT SETTL ING ----~- TOP OF ROOTBALL SLI6HTLY ABOVE FINISH GRADE ~- ROOT6ALL -- 2"x 2" UNTREATED STAKE ATiAC.HED TO .2"x ,2" CROSSMEMBER l^lIT:-l .2-1/.2" D;;;c,vl^lALL SC.;;;c,El^lS D;;;c,IVEN INTO SOIL EV:::N I^lITH FINISH GRADE - TREE MULCH, 3" DEEP B,AO<'!'=ILL l^lITY N.AT!VE SOIL -- 3"- HIGH SOIL I^lATERING SAUCER. EXISTING SUBGRADE ~LANTING Tl^lICE THE DIAMETER Of' ROOT5ALL COMPACT BACKFILL BENEATH ROOTBALL TO PREVENT SETTLI N6 TR.EE STAKING DETAIL 5" OR LARGER CALIPER, CONTAINER GROY\lN NOT TO SCA!..E ~--- CONCRETE l^lALKl^lAY, LIGHT BROOM FINISH, SEE GRADING PLAN FOR SLOPE, 4" THICK l^lITH 6X6XI0 l^ll^lM 4.j . ~ <1~x,,---x~x~x~X~.~X-" . ~ 4 ;{j -d A - . .. . .... EDGE OF CONRETE DETAIL NOT TO SCA!..E 6x6xl0 l^ll^lF (TYP.) 4" G;;;c,A VEL BASE cr5% STANDARD PROCTOR DENSITY TO 8" DEPTH TIE OUTER FRONDS l^lITH 3/16" HEMP (lVIAXIMUlVI 6 l^lRAPS) LEAVE A MINIMUlVI OF (6) FRONDS (CUTTING OF ALL FRONDS AND BUD l^lILL NOT BE ACCEFTED) NO SCAR;;;c,ED, BLACKENED OR SANDED TRUNKS TO BE ACCEPTED 3" lVIULCH (AFTER SETTLElVIENT; NO MULCH NEAR TRUNK) (5) LAvERS OF BU;;;c,LAP (5) - 2" x 4" X 16" 1^l00D BATTEN CONNECTED l^lITH (.2) - 3/4" STEEL BANDS 3" HIGH SOIL l^lATERIN6 SAUCE;;;c, (3) .2" x 4" BRACES (MIN.) TOENAIL TO BATT:::N (ALL l^lOOD TO BE PRESSURE TREATED) FINISHED 6RADE 4" X 4" x 30" DEADMAN DACKFILL l^lITH NATURAL SOIL (S:::E SPECIFICATIONS AND PLANTING NOTE #1) PALM PLANTING DETAIL NOT TO SCA!..E 3" MULCH (AFTER SETTLEMENT; THROUGHOUT PLANTI NG BED) 4" PLANTING SOIL GROUNDCOVER, 1/.2 TYP. SPACING TO f'IRST PLANT (MIN 18") EXISTING SUBGRADE CURB, l^lALK, o;;;c, EDGE OF BED PLANTINiS BALL !=lLANTING SOIL MIXTURE SHRUB-GROUNDCOVER PLANTING DETAIL NOT TO SCALE CONCRETE l^lALKl^lAY SEALANT - COLOR TO MATCH AD..JACENT PAVING BACKER ROD LlLJ -.- ~._-_._---~.~---_. FIBER BOARD L\ ~x--x~~x~x~ ENSU;;;c,E BOND BREAK -- GRAVEL SUBBASE ~---- GRAVEL SUBBASE cr5% STANDA;;;c,D P;;;c,OCTO;;;c, DENSITY TO 8" DEPTH EXPANSION ..JOINT DETAIL NOT TO SCAl..E ~ 01 '-.. rOR BARE ROOT, FIELD DUG O;;;c, BALL .$ BURLAP SPECIMENS; FRONDS SI-lALL RElVIAIN TIED FOR 3 MONTHS AFTER PLANTING. ET TRUNK VERTICAL, PLUlVIB , DIAMETER TREE GRATE SEE DETAIL 4/LI.3..2 , ECYCLED IV1ULCH, 3" tvllN. ... UNIT !=lAVERS AS SPECIFIED ACKF I LL SHALL BE SALT FREE, l^lASHED RIVER SAND, ALL BACKFILL SHALL BE I^lATER-..JETTED !'=OR FI"<.!Vf C.OMPACTION. ADD tvlYCORRHIZAL FUNGAL INOCULANT, SEE NOTE .2" tvllN. PREPARED BACKFILL MIX (SAND) 4" AGGREGATE D;;;c,AIN COURSE PALM PLANTING IN ~ETAL GRATE NOT TO SCA!..E IX4 HORITZONTAL l^lOOD tvlEMBE;;;c, OR AP;;;c,OVED SUBSTITUTE I I I 4' HIGH .2X.2 VETICAL l^lOOD STAKE \ EXISTING GRADE (NOT TO 5E DISTUCO?BED l^lITHIN L1!VfITS OF TElVIPORARv BAR;;;c,IE;;;c,S) --=111 i I-~III '111- 'III' '111' 111"'111' III"TII~ '1-=111 111=-=111 II III 1,1--111=:11, --111- 1=1 I III III III III -III III II=- , '1--=-111. 111=11' -, "-.::111 -I BARRIE"<.S PL..AC.ED AT P;;;c,OTEC TIVE ;;;c,ADIUS, .20' FO~ e~AND T~E=S AND 10' !'=O~ PROTEC TED TREES TReE PROTECTION DETAIL NOT TO SCAl..E NOTE, T~EE p;;;c,OTECTION BAC01.RIE;;;c, SHALL BE INSTALLED AS NEEDED PRIO~ TO ANY LAND CLEARING OPE~ATIONS. UNDERSTORY l^lITHIN THE LIIvlITS OF THE BAR~IER SHALL REMAIN. A Tl^lO INCH LAYER OF tvlULCH SHALL. BE SPREAD l^lITHIN Tl.lE BARRICADE AND ~EtvlAIN UNTIL CONSTRUCTION IS COMPLETE. 6 'X6 I META!.. TREE - G~TE. STYLE TO BE APPROVED BY OWNER ~II - 1611 - .... I .. -- I I 1 r 1 T T - l- I - f- . - f- Q "'f" Q 0 - f- I I t{') - I \> ~ l- I , ~ " 1 I . i i 1 i i T T T _ 61-011 81-811 ~ -- COLORED CONCRETE, WITI-l 811X811 SCORE JOINTS, L IGI-lT BROOM FINISI-l, COLOR TO BE APPROVED BY OWNER NATU~L CONCRETE, WITI-l 16 t1X16 II SCORE JOINTS, LIGI-lT BROOM FINISI-l SIDEY\lALK DETAIL NOT TO SCA!..!:: A = ROl^l SPACING D = O.C. SPACING Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FL.Cert.Nos. AACO01886. EB0005620 . LCC000210 PINELLAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater. Florida 33758 RENOV A TIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE CONSULTANTS WALTERiJUlOORE S T Rue T U R ALE N G , NEE R S 201 E. Kennedy Blvd., Suite 300 Tampa, Florida 33602-5181 Tel 813.221.2424 Fax 813.221.2289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY C0 LOCAT{.RQ~.:.:-. 05A: ~~~A;~~~ 'TO:,:'U>.:-~-~,~.~.:::::t."':':':::-:',,:,,.' -::.::.: :::.. _ -::.:: :..: . ,,-:-:" -: ':.... -: ,_,-:. :,:.....:,.:::..:,., ~ ~. :. : :.:.: ~:. ~.~.<..: ~.:/ :~. >.<.:. )/:~. ~-..<. : ~.~/ ::. ~.::~:: ~.:,.: ~.:.:;" ~.:..= ::. ~.:.<.: ~ .,.: :... . :....: : :.: ":."::.: ':::' . -:.<: :../ ':.', . '.. o PLANT SPACING NOT TO SCA!..E >~~Yt)4"" . 'J. L007 REVISIONS NO. 4 DESCRIPTION ISSUED FOR CONSTRUCTION 4/18/01 DATE Nj;~l \) .~ LUll I L__ DATE ISSUED. APRIL 18, 2001 REVIEWED BY I J.S. DRAWN BY. DMZ DESIGNED BY. DMZ AEP PROJECT NUMBER 404-1909-000 A-1.DWG @ 1998 REYNOLDS, SMITH AND HILLS INC. SHEET TITLE LANDSCAPE ARCHITECTURE AND PLANTING DET AILS SHEET NUMBER L-3 OF CONSTRUCTION DOCUMENTS -----------~- ----------- ----~-~ T -'1 -' ------ ...---------=.--------- -----~~-~~-:~~_..-=------ ~ /--/ ~--:::.;:// ~ ~/ ~/ ~// ~" // -- ///// ~~/ / ~/ ~/~_// // ~ ./' -/----- ///~ ~/' / / / /~/ /y/ /;/ / /// /' / //#;~ /// /// ~//~ // :;t ____V--'/ /~~J . - /~ - -,-' .-' ~ -" - - - -~~p) - - - - -' - -' -' -' -' I I I 1/ II I ! /1 I ~ .r::~_/':!.-/- //-/ ~ /~~ ^J + ./' _.~~ // + ~)- 'V / ~ / * // * ~ ,,/ / II + / / / I I I I ~ I ~ ~ ~ ,~ ~ . /;! RESOD DISTURBED AREAS WITHIN THIS REGION w w TRANSPLANT PALMS FROM OTHER PARTS OF PROPERTI. SEE SHEET L-l w w w w w w w w w w w w w '" '" '" w '" '" '" '" LANDSCAPE NOTES '" '" w PLANT LEGEND '" '" '" '" w '" '" '" '" '" '" w '" '" '" '" RETENTION POND '" '" '" w '" w '" '" '" . - .1 ~~__.__ -- . 1. ~LANT MATERIAL Sl-4ALL BE FLORIDA NUMBER I GRADE AS OUTLINED IN "GRADES AND STANDARDS FOR NURSERY ~LANTS", LATEST EDITION, PUBLISl-4ED BY Tl-4E FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 2. EXISTING SITE CONDITIONS MAY DICTATE AN ADJUSTMENT OF Tl-4E LANDSCAPE PLAN. IF SUCl-4 CONDITIONS OCCUR, PRIOR TO MAKING ANY Cl-4ANGES, Tl-4E CONTRACTOR Sl-4ALL PROMPTL Y NOTIFY Tl-4E OWNER FOR DIRECTION AND APPROVAL OF PROPOSED MODIFICATIONS. 3. PLANT SUBSTITUTIONS WILL BE PERMITTED ONLY UPON SUBMISSION OF SUFFICIENT PROOF Tl-4AT Tl-4E SPECIFIED PLANTS ARE NOT A TT AINABLE AND UPON Tl-4E CONSENSUS OF Tl-4E OWNER 4. PLANT QUANTITIES IDENTIFIED ON Tl-4E PLANT LIST ARE FOR REFERENCE ONLY. Tl-4E CONTRACTOR IS RESPONSIBLE FOR PROVIDING PLANTS SPACED AS SPECIFIED ON Tl-4E PLANT LIST AND IN SUFFICIENT QUANTITIES TO FULFILL Tl-4E DESIGN INTENT. !.? W""E~ TREE CALIPER, l-4EIGl-4T, AND/OR SPREAD IS SPECIFIED, ALL ARE MININUM, ~. FERTILIZER TABLETS, SOIL CONDITIONING AGENTS (5UCl-4 A5 TERRA &oRB) AND MYCORl-4YZAE BIOSTIMULANTS Sl-4ALL BE ADDED TO Tl-4E PLANTING AREA ACCORDING TO Tl-4E MANUFACTURER'S RECOMMENDATION. 1. ENSURE Tl-4E PLANTING AREA DRAINS PROPERLY BEFORE INSTALLING PLANT MATERIAL IMMEDIATELY NOTIFY Tl-4E ENGINEER OF ANY DRAINAGE OR PERCOLATION PROBLEMS BEFORE INSTALLING PLANT MATERIAL. B. Tl-4E CONTRACTOR Sl-4ALL FULLY ACQUAINT l-4IM/l-4ER SELF WITl-4 Tl-4E RELATED PAVING, GRADING, AND UTILITY WORK TO PRECLUDE ANY MISUNDERSTANDING AND UNFORSEEN PROBLEM5. Tl-4E CONTRACTOR 15 RESPONISIBLE FOR PROVIDING TJ.4E WATER AND/OR ELECTRICITY REQUIRED TO COMPLETE TJ.4E MAINTAIN TJ.4E J.4EAL Tl-4 AND SURViVABILITY OF Tl-4E PLANT WORK AND MATERIAL 9. ALL MATERIALS AND EQUIPMENT Sl-4ALL BE INSTALLED IN A PROFESSIONAL MANNER IN ACCORDANCE WITl-4 TJ.4E BE5T RECOGNIZED PRACTICE OF TJ.4E TRADE. TJ.4E OWNER AND/OR LANDSCAPE ARCl-4ITECT RESERVES TJ.4E RIGl-4T TO DIRECT Tl-4E REMOVAL AND REPLACEMENT OF ANY ITEMS DUE TO DEFECTIVE MATERIALS, EQUIPMENT OR WORKMANSJ.4IP PRIOR TO FINAL COMPLETION AND ACCEPTANCE OF Tl-4E WORK. 112'). TJ.4E EXACT LOCATION OF UTILITIES Sl-4ALL BE DETERMINED ON SITE. Tl-4E AFFROPRIATE UTILITY COMPANIES SJ.4ALL BE NOTIFIED 4B l-40URS IN ADVANCE OF ANY EXCAVATION, 11. Tl-4E CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS REQURIED FOR LANDSCAPE CONSTRUCTION A& REQUIRED BY LOCAL OR STATE GOVERNMENTS. 12. TJ.4E CONTRACTOR SJ.4ALL GUARANTEE TJ.4E l-4EAL TJ.4 AND ViGOR OF PLANT MATERIAL FOR A MINIMUM OF 912') DAYS. PLANT MATERIAL TJ.4A T DOES NOT MEET REQUIREMENT& AS DESCRIBED IN NOTE 1 SJ.4ALL BE REPLACED AT TJ.4E CONTRACTORS EXPENSE. 13. TREES Sl-4ALL BE INSPECTED BY A CERTIFIED ARBORIST. ALL PRUNING SJ.4ALL BE DONE IN ACCORDANCE WITl-4 TJ.4E NATIONAl. ARBORIST ASSOCIATION ANSI A312')12'). 14. RESOD DISTURBED AREAS ONLY. Vo '" '" KEY QTY, 60T ANICAL NAME COMMON NAME NOTE5 U) QV 9 Quercu5 vlglnlana Live Oak 4" CAL, 16'-18' ~T. L -1 '<t lL a 5P 3tZ> 5a ba I pa lmet to Cabbage Palm 2tZ>' Clear trunk ~ Phoenix dactllTfera U) llJ PD 4 'Mejool' Mejool Palm 8' clear trunk llJ tl t- Lager5troemla Tndlca Ll 2 'Natchez' Natchez Crepe M~rt Ie 81 ~T" 2" CAL 3tZ> 9a I., 6'x6', LJ 9 L Igu5trum japonlcum Tree Llgustrum Multi-trunk 1M Tran5p lanted Tran5planted -- T5P IS 5a ba 1 pa lmet to Cabbage Palm 5ee 5heet L-l ExTstlng E5P 8 5a ba I pa [met to Cabbage Palm exIsting w '" '" '" '" w w '" '" w w w '" w ---~--------- '" w w '" w '" '" '" w w w w w '" I I I I I I I 1 I I 0,000 SF. OF SOD INSIDE RETENTION POND w w w '" w '" '" '" w w w w w w w w '" '" w w w w w w w + '" w '" '" '" '" '" '" '" '" '" '" '" '" I I'" "'I I'" wi I", wi J PROviDED 11S~ SQ. FT. w '" '" '" '" '" w w '" '" '" '" '" w w '" '" + w --- -; - -. - -. - -=.~. * ~ I U~__,_ $ +@ . . . lOJ '~~ . . o 0 .~~=-= .~ $ + J 1 1 I I KEY QTY. 60T ANICAL NAME COMMON NAME NOTE5 ~ ib i 5CU5 r05a - 5lnen5 i 5 6'x3'CLR., 5tandard, ~R ~ Yellow ~ibl5cu5 Yellow ~ ~ ~ Nerlum oleander Dwarf Pink ~ 0 - _0--.( _NO ') 1~~ 'Pet Ite PInk' Oleander 18-24" ~T., 36" O,C. a z ::.J 0 5weat ~ WV 118 Viburnum odoratl5simum Viburnum 18-2411 I-n., 36" O,C. \t) a ~ l1ex cornuta Dwarf Burford U) IC6 32 "6urfordTl Nana 11 ~oll~ 18-24" }...IT., 36" O.C. {O ::.J ~ Rhaplolepf5 indica Dwarf ::r <.0 RI 114 "Dwarf White" Indian ~awthorne 14-24" ~T., 3tZ>" O.C. Ixora h~brld Nora Grant I~ 318 'Nora Grant' Ixora 3 GAL, 24" O.C. Llrfope mU5carl Evergreen GIant LME 139 "Evergreen Giant" Llrlope 1 GAL, 24" O.C. FP 342tZ> FIcus pumTla CreepIng Fig 1 GAL, IS" O.C, Trachelo5permum A5fatfc TA4 S48 asiaticum Ja5mine 4" t::'ots, 12" O.C. ;i\ Tra che 105permum A51atlc TA 6tZ>tZ>tZ> aslatlcum Ja5mlne 1 CIa I., 18" O.C. FloratTne a5 5tenota phrum secunda tum 5t. Augu5t ine jo 5EE NOTE 50D needed 'Floratine' Gra55 5011d sod, weed free D ~---=-___==I . 0 -J] rc==-l.o If '_~ _...21 ~ b -~J ~ IL- ~:-..':d II n II LI (c==--~==;;]1 n ~ ~~~ ====sJ ~ ~-.::::- ~lo. -jrr;:;:::::' '1 ~ rc=.__ -u o . __--- ':'.1 ~-_____~~_~~__:'=~r~~-:_j . . -----~ . _:----J1 _._-~~ w- OO- !f II. jL------ Ilr- ~1 1'-'--(-- 4'\.~dt II I i \ 11 ' ~ i II I II I -:::':::~Jl ....':;-:~ -21 . . _.::c.=~.~~~__.~ <E- 1::..c~1l ~ l -~, IRRIGATION NOTES . ~ ~___~J li ~ '~ ___J : ~ L & . 1. Tl-4E CONTRACTOR Sl-4ALL PROviDE A DRIP IRRIGATION SYSTEM Tl-4AT IS IN COMPLIANCE WITJ.4 TJ.4E CITY OF CLEARWATER LANDSCAPE CODES. 2. TJ.4E IRRIGATION SYSTEM Sl-4ALL 6E FULLY AUTOMATIC. 3. TJ.4E IRRIGATION SYSTEM SJ.4ALL PROVIDE 112')12')% COVERAGE. 4. Tl-4E IRRIGATION SYSTEM $l-4ALL BE EQUIPED WITJ.4 A RAIN SENSOR !.? TJ.4ERE SJ.4ALL 6E NO IRRIGATION LINES WITl-4IN TJ.4E PROTECTIVE RADII OF PROTECTED TREES. ~,USE RAIN61RD (OR APPROVED EQUAL) FOR IRRIGATION COMPONENTS, 1, MOUNT l-4EADS ON FLEXI6LE TU6ING. B. PROVIDE A MANIFOLD TO CENTRALLY LOCATE ALL ZONE vALVES. 9. Wl-4EN REQUIRED, USE ~ II POPUP& AND/OR ROTORS. 112'). MOUNT CONTROLLER INSIDE ELECTRICAL ROOM. -=-= ---dI II ------,,- o [::J 1 I 1 '* 1 I .1 . o :--.. ~~- . . ,I o . . . ~-~-~-~. .. . -- ------ --- .1 . l & I32\j ~ ----'\~------- ._~- - --------------- ------------ ------- i__-___~_~:y--- ---- --------- -----.----"-------------------- .. CITY OF CLEARWATER LANDSCAPE REQUIREMENTS ~~~_.- _....~.._.. .-. - -==-_It}L ~ * II! *~ (~~- - L TREE 5URVEY PROvIDED 2Cl. TABLE OF DEBIT DIAMETER t4ARDWOOD 4" ~ARDWOOD :," ~ARDWOOD 8" ~ARDWOOD ~" ~ARDWOOD ltZ>" ~ARDWOOD 14" ~ARDWOOD 1811 PALM5 N/A TOTAL b. TA6LE OF CREDIT DIAMTER TOT AL INC~E5 PLANTED + . C~2 LANDSCAPE PLAN . TOT AL INC~ES REMOVED 28" ltZ>1I Ib1l 9" 2tZ>11 1411 1811 S.2" 12tZ>2" ~, -..--.- NUMBER REMOVED 1 2 2 1 2 1 1 4 (X1.3) SCALE: 1" = 20' -0" o . . * (B --- ~T~1 . ---~~ & _~_..._J . ~.._- TREES TO BE PRUNED BI A CERTI~IED ARBORIST. REFER TO LANDSCAPE NOTES ~ b. ---w NUMBER FLANTED EXISTING CRAPE MIRTLE EXISTING WAXLEAF LlGUSTRUM EXISTING SABAL PALM EXISTING LIRIOPE--~-.---- ~ARDWOOD 4" 11 4411 PALM5 1.3" 31 48.1" TOTAL 48 ~2J" 3, OWNER 6t-1ALL PAY TO T~E CITY OF CLEARWATER T~E DIFFERENCE OF 28.111 NOT REPLACED FOR Tt4E INCt-IE5 REMOveD. 4, W~EN TOTAL NUMBER OF TREE5 FROVIDED 15 BETWEEN 3tZ>-4~ MINIMUM NUMBER OF 5PEC1E6 REQUIRED = 4 TOTAL - OF TREE5 PROviDED = 48 TOTAL - OF 5PECIE5 FROvlDED = 4 S. PAvED vEt-IlCULAR U6E AREA GREATER T~AN 4,tZ>0tZ> 5Q. FT. 12% OF GvA OF 6118 5Q. FT. = 8tZ>6 6Q, FT, & XISTING I AUPON HOLL I ING WAX LEAF LlGUSTRUM XISTING ASIATIC JASMINE EXISTING PEREGRINA EXISTING INDIAN HAWTHORNE - . +++++ ... -- . +- -.- ...+.-..... .. j+ +++4-++4.- t + + + + + -+ + + + 1+ + -+ + + + t- -+ -+ ~ + + + + + + -+ + -+ --- ------------ X )it )it )it . :II: :II: . )it II ]t:..1 t"" I ITY ... : : : . : : : : : : : ~~AE~~~~y -- RIANGLE S' -~~ __ BE~!ND ~ SIDEWALK ..SEE DETAIL 112'), TJ.4IS &J.4EET L-3 FOR SIDEWALK DETAIL @ Architectural, Engineering, Planning and Environmental Services Reynolds, Smith and Hills, Inc. 1715 North Westshore Blvd., Suite 500 Tampa, Florida 33607 813-289-5550 FAX 813-289-0263 www.rsandh.com FL.Cert.Nos. AAC001886. EB0005620 . LCC000210 PINEL LAS COUNTY, FLORIDA General Services Department Construction Administration 509 East Avenue South Clearwater, Florida 33756 RENOV A TIONS AND ADDITIONS TO NORTHWEST CLEARWATER PARKING GARAGE .c_QN.SJJtJ".A.NIS WALTE~OORE S T Rue T U R ALE N GIN E E R S 201 E. Kennedy Blvd.. Suite 300 Tampa, 'Florida 33602-5181 Tel 813.221.2424 Fax 813.221.2289 Florida Engineering Business No. 3818 HOUSTON DALLAS TAMPA ATLANTA ORLANDO KANSAS CITY ;t ------------ i I /' / C\, / .--------- ' ! ) _ /1. ./ / !/ --r-- ~ II / I~~':> )\G/~ I I '----- . i J -~ ~ f\\f " 4: (\j \1.\ 1-\ I \.' REVISIONS NO. 1 2 DESCRIPTION DA TE CHANGED LAYOUT 2/19/01 CHANGED LAYOUT PERMIT DOCUMENTS 3/16/01 ----- .---------- - - ---- 3 PERMIT DOCUMENTS 3/16/01 4 RESPONDED TO CITY COMMENTS ISSUED FOR CONSTRUCnON -------~--~--~- 4/18/01 _____ f.'--' o ~ (Of!"1 '-. "'c'; ; ,~-' DATE ISSUED. APRIL 18, 2001 REVIEWED BY. J.S. ~-----. DRAWN BY, DMZ DESIGNED BY I DMZ AEP PROJECT NUMBER 404-1909-000 A-1.DWG @ 1998 REYNOL OS, SMITH AND HILLS INC. SHEET TITLE LANDSCAPE ARCHITECTURE AND PLANTING PLAN SHEET NUMBER L-2 OF CONSTRUCTION DOCUMENTS