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FLS01-05-39 FLS 01-05-39 60 1-613 S Ft Harrison Ave Publix/White Devel. RIM ELEV. , 31,6\ E !NV. , 12,11 S !NV. , 25.39 NW !NV, , 1839 W !NV, , 12.11 RIM ELEV, , 31.49 SE INV. , 2&33 N !NV. , 25,61 W ItN. , 25,58 telephone MO.nnole 4Ll drop curb GRATE ELEV. , 31.77 THROAT ELEV. = 30.98 N INV. = 2890 (BLOCKED) S !NV, , 28,80 8"conc curb OUTFALL STRUCTURE TOP OF STRUCTURE = 24.65 SE INV. , 18.79 .0 I- :J o D- o I- .0 I- :J o <.) c o o -- ~ " ~ co ., o ~ -- ~ ~ ~ .~t ~ ~ ~ c Z. E ~~ ~ ~ ~ ~ rn o .~...~...~~ < ~ ITlfD ~- ~~l5 ~ ~ O:cQo r;::-:- FOS~ I !f,...; '1>> 0 < CA) c:::::=;::) ~mrn ~ >> r- ; 0 . ~ ~ ~ r ~, EXISTING ON-STREET PARKING -...._- ..... o o C\J C\J ..... ..... o Ci o CY') o ~ u o -0 OJ :Ie Cl x -0 OJ ~ ..... en - In o ..... o - ..... o o C\J - en ~ u OJ o c- o. - en Cl c: ..... X rt:I ~ - i. __ n' ..Q I.. 3 U 6 Q. ~ o I.. "U ::t. Cl ~ U c I 0 u PARKING TABULATION " RI BON CURB SHOPPING CENTER PARKING AYN UNITS ..Q INCLUDING OUTPARCEL 200 I.. 3 U U s: TOTAL BUILDING S.F. 44;,087 0 u (\J 10" PARKING PER 1 ,000 S.F. 4.5 .~ ~ 41 ~ "~ s on1'38we 116.00' - - --~ - - 5" 5" 36". @ . 1 story wood fraM go.rage 7:4 ::t.1 ]1 ~I 6' wood fence RETENTION POND 12 o.spho.l t po. veMent e:one: wooel pore: ,. ~ ~7' ~ 15' 1 story Mo.sonry #607 1\1 d ~ 1 story wood r~ fro.Me 161 '~ cone drive 13" ~ . 11111111111111111 11111111111111111 IIIIIIIIIIIIIIII~ IIIIIIIIIIIIII~~ 11111111111111111 111111111111I1111 lFCCCCCcccccc~~F Ff Pu lix ~F F~r-r-r-27,887 S.F.-',TT-F Illr~71 ~R,Or ,~Y~J;-IIII 1I11I111 Ir'llllll 11111111 1I111111 1IIIIIIr IrllrP[ANlTER== 11111111 1I111111 11111111 1I111111 6iEw~iWlll 11-111111 11111I11 Irllllll 11I11111 11-111111 11111111 1I111111 '1IIr-1111 11'-llrPllANfER I1111111 11-111111 I11I1111 111I1111 1111111~llrllllll 1IIIIIIIIIrllllll III I I ,-1111 r-I &~ III IIIIIIIIIIII~~~I 1111111l"f'N~FM~ II .0 i I- :J 0 0 u c :z 0 0 0 u co c:l ~ ~ ~ W II i u :z o u I I I RE jl.;------ · 8,460 S.F. I , I 4 CONC'l WALK __..0;....._______ I, 3' CANOPY - . ...........'........ ...., 2 cone cur + (2 LANES) N A V E. . (2 LANES) " I / -0- TRAFFIC SIGNAL / I " FOR T (70' R/W) HARRISO osphalt pavement o · ii ~ ..Q I.. 3 U Q. o I.. "U . ... ifl .~ ~ z ... tii .. ~ SCALE- 1..30' +> ~ Qj E Qj > d Q. +> d oS: Q. In Cl 30 eo 10 0 11 ~ -- III CD T.S. .... 1: z =~ 52 00 ... cp "! .c ." ... .. Z ~ ..- o -~ .. .-. .. Vi r4I .,. z I::~ .. .. - ~ X~ ... ~e . .2: .~ ... CD... .. ,...,. L.. '... Z ;Z ... ...;; ~ -- Z .-.. ,..~ 01::, ~ ... - > Z ... CD o . "" . , 1ft . " A.... Z .= i O. Z ~A j m; .. 2:0 A ~~ Z -Ii .. ...'" ... ...... .... . ::>> ~ ~~ II! ... ~ O~ V """ I NES Comm.: 0105 I I Drawn By: B.J.Y. I Checked By: J.Y.I. <;one: flUMe .... T.S, - ~ ........... ~ ~ 0 tn -- ~E-4 ~~ ~~ ;~ EE-4 , ~ ifl . . ~ Z ~ ~ - U) ~ z Ia j N ~ -- ~ I. 0). <t. 21" : Issue Date: 01/04/01 Revisions: No. Date Descri tion LEGEND NEW BUILDING .....' '. .' ":::;:;:::: ., ::: .. . '. . :"'::::: ~ : ; : : ; : : ;:: : ~ : ~ : NEW CONCRETE ~~h:,,:'1~\l,.,!O~) L ~ ~t ::Ml '.~'J,:""\'it' :;;r:t'i \' l' ,j; '\ , j .. - ~ ~ ,. f. ~...;: i'iP}'iLti,:;;.;,'~i -",'I ,".h."r:,'J!;':"'it'. :('J! :f..; !:'r ~.l~" / r'~l'( r ,:':t;~:I~.~j.I '~!';~1:~f'I.>f:>~fC1. :'. J, .:t.~J;'iJ~~ .I~P",'~iJ:4',",,' ,;" ',0 )"~;>' j! ~,:,~,~j ~~ "'\""ltJ:" ~,r"'<j '~J~I, >; l~l'\~;-~f S.'I'~:'. ~~,," ',1~<,''1/ < "l#:~,'~~ B DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS NEW ASPHALT ~~~.~lil,:l, ~ ~. / J " ". '~" ~ ;~..<~ ~,~;' 8;UJ;;,t- .~4 ~.~<. "J" 'f!" ,i.,/);~'1f ),. ,~~ 'I " Ii ,t..~. ~ ;~" l'>" ~M:""'\' "', '.' ,,,,,, \' I,~ jI"~Ji:~ i~~1) 't('.}. 'l'::""'~ " I. t'1 {,.,~ ;!\tn~ )li~ll"~'h;i, '; II,,'" ~',,',\tC,,",1 '~-:. ':!'~ :1 ~:':iTJ /1'" ....,; f!\: I, " ~'~N. 1",\" (" ~'> ~\$&. ~~ NEW HEAVY DUTY ASPHALT NEW' BRICK PAVERS 11.I ~ Z o en en - D: c( ::c z ::5 D.. LLI I- - U) " Z - ~ t! U) >- Z c( A. t: ~ ." oaU :e . ~ ell) ~ Z ell) enc(1I.I c( D:c::E c ll.lii~Cii ~9ii1~9 ~""'it"'''''' >< ~D!c~D! _ 11.I 11.I W 11.I W ...... 12 =c t: ~ =c a:lsliuil ::) &.U ::i a: ;; ::i ... · -lOco -I .... en u ..... ... U . co t conc (typic I) (FULL ACCESS) THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAll. REMAIN THE PROPERlY OF THE ENGINEER. AND SHALL NOT BE REPRODUCED. PUBUSHID OR USED IN Nff WAY wmtOUT THE CONSENT OF THE ENGINEER. @COPYRIGHT 2000 NOT PUBUSHED C3.1 . cone curb GARY A. BOUCHER, P.E. #22885 COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER.S SEAL . ~dmpCUr " "^"" ",,7~ r ""t _..... _......... TURNER 1(60' R~W) / nro c ' 0. ., n " lYo ',. ., :J 0 "0 n no. -'"'lCll c ., n ~ o.spho.lt po.veMent ., 0 ~~~l!! c lY n " ~ ~ m~~;' ~ l!!l:l!d ~ 8' co c curb " ~ EX. CONC. WALK --- -0 N ..... C - N." :-aX' ~~ (j I :a \ ~~ m \~ --0 S&~zy: -t m e :a- \ \~, \ >< - I .... ~ ~y.. n n 0 :J 0 n :J n n n c ., C lY ., f::! ~ CJ CO:IE- P 0 III ,,0,;- P 0. 0 cV~ . : \. . ~'1 .~~ . ~ :IE o o 0. ~ ~ :J n ~ o o.n ., 0 -:J ~n ~lE- ., 0 III po,;- 3 Q. 0 ~ , '< ~~ S"" ~~ S ~ OJ ~ "l ~ CD I i ~ ;- j) I! i I III S' ~u: S"l CO:IE- ~~ P a III ~ ' ,0,;- :In po.o n:J'" ~~., ~P ., '< S' P ~ t ~ :IE 0 CO:IE- 0 0011I Q. ~ ,,0,;- ~ P Q. 0 III ~ ~., :J .,'< 0 S'i 3 CO- ... 011I ~ S"1 ., ,;- Po CO., Ill,< *' 3 n S~ 0' 0 0 P :J ro III 0 :J , '< ~ , /. '- ~ 4 ~. , . . ." . ........ " 3- *' Pili 0'11I,;- o 0 0 'oJ :J ., ~'< ~.. ~ o ~ ~ ~ Z t:L" ~:.. :> Z :> :> < t:rj Z c:: t:rj '1 ~ P III 1J :J'" o ;:;: "0 P < III 3 III :J ,;- o.pprOXIMo. te loco. tlon f go.s line per City of Cleo.rwo. ter Atlo.s r-l f 3: ~ I .9 I < .1 ~ / ~ \ e.." swo.le *", :! "!. <5 ". , iii -W.- J 4' conc wo.lk n c ., lY HAROLD COURT o.sphoH po.veMent (50' R/W) ~ z > <: ~ . rap curb ~ 0. spho.l t po. veMent PINE ~ 2' conc curb STREET o.spho.l t po. veMent PIN E S /8' conc cu~ r; , ,tI Symbol Quantity ~' 21 69 67 0 387 <;3 5 Q 150 0 370 .. 32 ~\~ 26 - $ <::) 137 <::) ('\J t!) 0 48 ('\J :.t C'l1 ( ...."' 28 ~ - <Xl ~ ~ 15 - :>. (1J " 140 % ..... c:.. ~ u.. 10 c.o 3: ~ 166 0 c: It) =' 25 ..... a. Q) c. 7 It) u U) "0 660 c: ~\ ~~ ...... ~ Ll.J I- ' ...... c:..; Item Acer rub rum Hibiscus rosa sinensis Hex cornuta 'Burfordii' Lagerstroemia indica 'Muskogee' Liriope muscari 'Evergreen Giant' Liriope muscari 'Variegata' Loropetalum chinensis 'Rubrum' Magnolia grandiflora Nerium oleander 'Dwarf' Podocarpus macrophylla Quercus laurifolia Quercus virginiana Raphiolepis indica Strelitzia reginae Viburnum odoratissimum 'Awabuki' Washingtonia robusta Washingtonia ro bust a Common Name Red Maple Hibiscus Burford Holly Crepe Myrtle Evergreen Giant Liriope Aztec Liriope Ruby Fringe Bush Southern Magnolia Dwarf oleander Yew Laurel Oak Live Oak Indian Hawthorne Bird of Paradise Awabuki Viburnum Washington Palm Washington Palm ~ Size 1" f r (' HL 8' ht. ~' cal. 3 gal.....24" x 24" 3 gal. 24" x 24" 8' ht. multi-trunk 1 gal. 3 gal. 18" x 18" 3 gal. 24" ~x/~4;....., 8' ht. ~ cal. 3 gal. 18" x 18" 3 gal. 24"0,. ~~ t' 8' ht'~c..al. 8' ht. ~ caL~ 3 gal. 18" x 18" 5 gal. 3 gal. 24" x 24" 12' C.T. 15' C.T. 1 gal. Fig. A DRIPlINE LANDSCAPE REQUIREMENTS: INTERIOR REQUIREMENTS: 102,482 SQ. FT. VEHICULAR USE AREA X 6" REQ. SPACE = 6149 SQ. FT. REQUIRED INTERIOR LANDSCAPED SPACE 7,095 SQ. FT. PROVIDED 31 TREES REQUIRED, 45 PROVIDED 342 SHRUBS REQUIRED, 870 PROVIDED PERIMETER REQUIREMENTS: 1 TREE PER 40 L.F, REQUIRED AND PROVIDED 75" SHRUB BUFFER REQUIRED AND PROVIDED TREE REPLACEMENT REQUIREMENTS: 545" EXISTING, 98" REMAINING (.75 X 545") - 98" = 311" REQUIRED REPLACEMENT 90 TREES AT 3 1/2" PROVIDED = 315" REPLACED AN AGREEMENT HAS BEEN MADE WITH THE CITY OF CLEARWATER TO MINIMIZE THE REQUIRED PERIMETER LANDSCAPE BUFFERS. Trachelospermum asiaticum '.Minima' Minima Jasmine .... rap curb T. ~- .., III P,;- 3 0 ~ ., '< *':IE 2::0 00 Q. ~lli ~ "I .'<2>. .1.; , . , Fig. B 1" X 2" fILE COpy filE CUP1 .1:. >- ~ r i z I 0 ....... CI) ....... I > w ~ W I- <:u 0.. ~lf1 S ~Q 0 COZ u ~~ CO .+J LO ~~ ~ .l:'- (l) '"dC0 ~~ S P::: C0 ~~ 0.. Q) ~ E-t< ,.g ~ Pz:.t <r:Z (l) Q) .. > Q) ~ ~~ (l)~Q) ~~ Q .~ <~ (l) rn~ ~ ~~ +J ~c.U .~ ~~ ..0 OQ) co....... U~ ~ ~U DRAWN BY EL-H CHECKED BY MAC DATE 05/08/2001 SCALE 1 '=30'-0' JOB NO. SHEET L1 ..p c OJ E OJ > cS 0. ~ -.J cS .J: 0. lJ) o ) ( . Q/ >- . L. d 0 u D 0 "0 0 Q. .Q t. :) U U o u W' ~ e . I . ^ If) If) .., n.: 0: >- >- ... ... C L. ~ Q/ oJ: "OQ.+> c>- . d... d ~d:Z:.x C=a"d~ !Ii c c ,", j::l 0).... '" ....is:3 ~ 00 27 PROTOTYPE 27,754 S.F. @ () z o () x w "" W cl Z <II: - 01: ... >- ... - ..J - ~ - "" - > W ... .... (I) t .. C\J I I u r c 0 I u '" L 00 .... I Q ~ I C\J Ln .... ~ .;..; .... CD .... >- 10 X .... c.. L.L. c.!) ~ c c: 10 .-. C- O,) C- 10 U IJ) 'C c: 10 .... ...... 0- X L.lJ I- ...... c:.; ,0: ~~o: . o ... >- Q. Q. Q/"'>- ~ E Ul E'" -:;;- L.dddQ/ Q/0.L.0.g. "5 i [i ~ "~4-~u is.-pO.-pQ/ '''0 +> &~J:~.'i! ^~ OC\lC\lCtCD ....v ",(W) 0: >- ... ~ d ]1 . . RET AIL ,200 S.F. ,000 S.F. MAX. Ocr ~ t .x2 "0 ~+> ~ . 'Q/ _ d C ~t:z: 0.;' 0 & i.9~ ~~ t ., Q/ .!!! 0. "OEO de; 1: L. ~Q. :J ~ .t. Q. .t. +> c Ul Ci-UlCd d O~~~ :> "O.-P .ioN > !Ii lii...Wj::l ^ If) If) .., >- ... - ..J .... ~ - (I) .... > eLP. 8"8" ~ W ... 0 .D ~ L.. lD ::3 U U ~ ~ c C 0 u ~ OJ N E CF.l OJ > cS 0. ~ ..p -.J cS ~Z .J: 0. lJ) OJ ~h 0 ~~ -0 0. ..p -.J cS .J: 0. - lJ) 0 t I I tl I I I I-I bRlvel ITHRUI --- ~~ cr --- ----- 'T >- 0f01'2S.W 232.85' ... .... ..J (70' R/W) .... e"" (l)W >cl z F 0 R T H A R R I S 0 N A V E. W<II: ...- _01: (I)'" o.sphoJ t po. veMent ((jj') "" i .... 01: ... >- ... - ;:::/ ~ - "" .... > ~ (I) underground utility vo.ul-t o cone flUMe U.T.M, 'T T.S. LANDSCAPII NOTII81 1. Existing trees to be barricaded and saved are marked. Barricades sholl consist of 2"x4" upright lumber spaced no more than 6 feet connected by 1" x 2" lumber roils. Barricades shall be erected at the dripline of the tree to be saved when possible. 2 x 4' s should be minimum 3' ht. plus l' sunk in ground, being saved. If the amount of fill exceeds 2 feet tree wells sholl be constructed. 2. All plants must be healthy, vigorous material, free of pests and disease. 3. All plants sholl be Florida Grade No. 1 or better 4. All plants must be container-grown or balled and burlapped os indicated in the plant list. 5. All plants sholl be triangulately spaced. 6. Prior to construction the landscape contractor sholl be responsible for locating 011 underground utilities and sholl ovoid damage to 011 utilities during the course of the work. The landscape contractor is responsible for repairing any and 011 damage to utilities, structures, site spurtenances, etc.; which occurs os 0 result of the landscape contractor. 7. All trees must be gutted and stoked os shown in the details. 8. The landscape contractor is responsible for verifying 011 quantities shown on these plans, before pricing the work. 9. All planting shall be done in accordance with acceptable Horticultural practices. This is to include proper planting mix, plant bed and tree pit preparation, pruning, stoking or guying, wrapping, spraying, fertilization, planting and adequate maintenance until acceptance by the owner. 10. The landscape contractor is responsible for fully maintaining all planting (including but not limited to: watering, spraying, mulching, fertilizing, etc.) or planting areas and lawns until the work is accepted in total by the landscape architect and the owner. 11. All plants shall be guaranteed for 90 days from final inspection and acceptance. all trees shall be guaranteed on additional 180 days. 12. All plants are subject to approval by the owner or owner's representative. Prior to planting, all trees must be approved by the owner or owner's representative. 13. All plants and planting areas must be completely mulched os specified with three (3) inches of Cypress Mulch. 14. Standards set forth in "American Standards for Nursery Stock" represent guideline specifications only and sholl constitute MINIMUM quality requirements for plant material. 15. All landscaped areas sholl be provided with on irrigation system that supplies 100 percent coverage to all required landscaping plant material. The irrigation system may consist of an automatic or manual underground system, drip system, quick coupling valves, or hose bibs within 50 feet of all required landscaping plant material. 16, The irrigation system shall be designed to minimize root disturbance to existing trees and other vegetation to be retained. No irrigation is required within these areas. All proposed shrubs sholl be of sufficient height so that they ore a minimum of 24" above the finished pavement elevation of the parking area adjacent to the said shrub. All trimming undertaking on a protected tree shall be pruned in accordance with the National Arborist Association prunning standards. All tree roots existing within approved improvement areas and originating from 0 protected tree sholl be severed clean at the limits of the preserved area. Pruning shall be done using a "OOSKO" Root Pruner or approved equal. 20. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree to remain on the site unless otherwise approved. cone 21 All trees to remain must be protected by tree protection (typico.l) barricades meeting the minimum standards shown on the attached diagram. Protective barricades shall remain in place until land alteration and construction activities are completed. T.S.P. L P . .at' 'TT,S. ~ NOT... 1. ALL PROPOSED IJII)SCAPE TREES SIoW.l BE PlNfI'ED AT 1lI: 11M[ Of 1lI: IfIM)tW.. LOr Df.\flOIlMENT UNLESS NOTED OMRWISE. 2, 1CItW.. LOCAllON Of PROPOSED TREES ON LOTS WIU. VNtf DEPENDING ON THE LOCA1ION AND ROTA11ON Of 1HE BUlDIHGS Nf) DRIVEWAYS. J. ALL lMDSrJIlE NOTES, DErAILS AND 1MlERW. lEG(NO ITEMS FOUND ON THIS SHEET APPlY 10 ALL lAHDSrRE SIErS, ] >- txl , I z I 0 to---t CI) to---t J > w ~ w r- <( ~ z <:r: ......:I ~ ~ ~ <:r: ~U ~UJ ~Q ~Z ~<:r: ~~ ~~ ~~ ~<:r: <Z ~~ ~~ <:r:~ ~~ ~~ U~ 'I (;jG) t:;'(;' ....~ e...... ~~ 17. u c W 0 u 18, , 00 19. i~ ~fi ~~ ~t ~~ ~ ~ ro 0.. 8 o u co ~ LO ~ .r-- Q) "'d C'J S ~C'J ~ Q)~ o ~~ ....... Q) Q) Q) .. >~~ Q) -+-> Q . Cd U)~ Q) J...4 ~ ~ ro ...c:: 0 Q) !:>. CO 1"""'4 i=>' ~ U ORA WN BY EL-H CHECKED BY MAC DATE 05/08/2001 SCALE 1 '=20'-0' JOB NO. SHEET L2 5" 5@ @ 6' wood fence 1 story wood fro.Me go.ro.ge ELEV. : 31.49 INV. : 28.33 No : 25.61 NV. : 25.58 CA TCH BASIN THROAT ELEV. : 31.29 RIM ELEV. : 32.06 NW INV. : 28.56 oIrop Cur C.L.P, 2' conc cur >- ephol!:Q? ')nole ;::! ~~ . L d U o -0 o 0.. o ..... o o C\I LC') LC') to ('1') .:..; ..... C.L.P. . ..Q I l. :J U u 27 PROTOTYPE 0 u .. 27,754 S.F. ro CD ..... >- ltl :::E '... c.. l.I.. U) :z c c ltl .... C. Q) C. ltl U en "0 c: ltl .... ...... a. ::::E: UJ f- ...... U conc wood pore @7" @ 15" 1 story Mo.sonry #607 n" @ eone 1 story wood II"@ fro.Me 16" @ eone drive 13" @ - 4' Cone Wo,lk o,spho,l t po, veMent S OO-20'46'W 281.41 o 1 story Mo.sonry go.ro.ge #608 dirt driv -- 4-. 64 7" @ 47" @ C4-. o 0 .p d >... Lfl u:e d ou""" ...", .p l.<t: Q.I .pQ.ll. d 0... Q.I E .p -- Q.I d X C 0-- ~ l. -" l. o...Lfld o...d~ d O)u ....... " 10" ~ ,./ r- I dir I dri e l__ ....-... ~ ~"" ~~ ~O Oe u 74 II" . I ~~ I 8" 12" 10" Meto.l shed +> C ~~ ~~ 00- ~~ ~ ~~ :I::d .Y -" d ~ Q.I -" d ~ Lfl u 8"6"61 6 u o.spho.l t po. veMent I~ conc INDIANA AVENUE ~ 0: ~ ~ .... C L ~ Q/ ..c -oo..~ 5~~ ~s ~ .! II . d > ,...%~::::i . .~ . 0.. .... 0.. . .~ >-0.. 0.. .....>- >-EIIlE.... ...._~-. L~dS!n . 0: 0...... . >- ....Q/ ... ~~l III ~.c-,= .--0 ~..J LdU o:t: Q/ ~i~~i ..J:E _ ..&. nl 0: >- ... 1! /1\">.. ~ .... ~ , . ....... L Q/ Q, Q/ C "f III d ..., ,." If) ~ If) v ~ ... 0 ~ l{'j ~ ~ c ~ Q.I E Q.I lfJ. > d 0... ~ .p -" d ~Z ~ 0- Lfl Q.I ~~ d ~~ -d 0... .p -" ri .._--~ step o ~ wood tro.Me o u r wood I pore 18" wood @ steps . 17" @ IS" @16" . . 10" "" ~ 18"16" @ . ..Q l. :J U 0- o l. -0 II" <) . II" ~ .. C\J ..Q l. :J U 0... o l. -0 s- ~I z . -- " ~I I / / / ^ ..Q l. :J U 0... o So... -0 ~ UJ ~ z ~ ~ +> c Q.I E Q.I > d 0... .p -" d ~ 0- Lfl d CI) ..... ~ C[ .... a:: ... >- .... .... ..J .... ~ ..... CI) ..... > II'~ . C.L.P. steps eone .Y --" d ~ U C o u ..Q So... :J U U C o u .. C\J T.S. ..... underground utility vo.ul t 8"8" eone flUMe o V.T.M. ..... T.S. J >- ~ , t z I 0 ...... (I) I ...... > W ~ u W t- <[ ~ I I SHRUB IWl CONT1HR GROIN 2-ADJ-A-lE (BUCK) TIS +5, 1"Wa: IlRNE rod PIE STAICE AT N<<U MD DRAW 'DTlrJL SII<<lE S1DI MY r MUt.a4 3" - .. rMIH SMJCER IfPR(MJ) 'RIPSOI. IfQ(fU ./PEAT MOSS/FER1IUZER MIX. DIS'II4G SOL x 2' TREE PLANTING DETAIL 3. - ." rARI'H SMJCER NIPRCMD 'RIPSOI. IfQ(fU W/PEAT MOSS/FER1IUZER ... SHRUBIWL ElCISTINGSOIL CONTAINER GROIN SHRUB PLANTING DETAIL SPREAD z j ~ ~ :>-. ~ 0 ~ ro ><:U ~ S ~UJ. ~Q 0 ~Z u CO ~<t: ~ lCJ ~~ ~ .f'- Q) rocCVJ O:::~ S 0:: CVJ r::c:1~ ~(1)~ o ~~ E-t< ~ OJ (1) .. <Z > (1) ~ ~~ Q)~(]) -+oJ ~~ o . cO U)~ <r:~ OJ ~ r::c:1r::c:1 ~ ~ro . r-"l O(]) ......:JO::: ,.c: co 1""""4 U~ ~ ~U · PLANT so 1HAT TOP aF ROOT BAU. IS E\'EN Wl1H 1HE FINISHED GRADE " PAINT AU. CUTS OVER ,- OIA. ..,: % ..,: % ~ ~ 2 STRANO TRlSlED 12 ot,!AOE GAL. WIRE ENCASED IN 1 DlA. RUBBER HOSE HARDWOOD STAKES 3 STAKES r x 2- DRIVEN (MIN. 18") F1RML. Y INTO SUBGRADE PRIOR TO BACKfI.UNG STAKE ABOVE FIRST BRANOIES OR AS NECESSARY F'OR FIRM F'ORM SUPPORT SAUCER I ~ SPEaFIED PLANTING MIX WA'TER _ TAMP TO REMOVE AIR POCkETS NOTE: STAKING AS REQUIRED f VERTICAL STAKES TREE PLANTING SCAlE: NOT TO SCALE ORA WN BY EL-H CHECKED BY MAC DATE 05/08/2001 SCALE 1*=20'-0' JOB NO. SHEET L3 I EXISTING OFFSTREET~ .. PARKING ~ ........ o o ru co o r-..: "<T cD o "<T ru >- ru :::E :;) ..c I- D"l 3 D ........ c... o .-; o u OJ -'-' 'rl (fl ----- LD o ........ o ----- ........ o o ru ----- (fl -'-' U OJ ,~ o c... 0... ----- (fl D"l C ,rl 3 ru c... o ----- II ! ~:::: .:';-- '-, ,", ~.~ I,,,..., ......'-0- ". ". < '.,rJ " ". "''';-~: " ~n'''' 1 , .". "....""., ,n .r~' ;"-'~7'4 , ,---....."', '. .....' .... ."'.~ ~..< "- ...... '.'~", , " ~.J __) ~,._. "'..,~ ~,:,. :e . if ...{ ci '< > ~ ~( ~ - - ':.; ..- -- - - - ,.< '~.-- " -- ~ -~ 'j S 03"20'46'W 28141 .. - v - - " '. - ...... . 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(II') ... z (II') ~~:i ~ ....-o..c- ~0::0<C0:: 0::9...109 :::).....~o::..... ><... ..w w .. o::O::czO:: _ wwwww ..... Z ... ... w ... o::~-~~ CO 8 0:: ~ u) 0:: ::) '~0::C;~ ft Uo!...1 0 00 ...I .... U) (.) ..... .... (.) 60 I 't~ \,D l IIIIIIIIII~ TI1IS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN TI1E PROPERTY OF TI1E ENGINEER, AND SHALL NOT BE REPRODUCED, PUBUSHED OR USED IN mi WAY WITI10UT TI1E CONSENT Of TI1E ENGINEER. @COPYRIGHT 2000 NOT PUBlISHED COPIES OF TliESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH TliE SIGNING ENGINEER'S SEAL w z ::i J: ~I i 0 D 0 D NANT TENANT D . . 0 . . D . D D 0 D D 0 0 D D D 0 D D FRONT ELEVATION SCALE: 3I3Z' = 1'-0- w z ::i J: ~I 'c( :E TENANT TENANT TENANT TENANT ! FRONT ELEVATION SCALE: 3132:' = 11-0- TENANT TENANT SIDE ELEVATION SCALE: 3132:' = 11-0- 1 /' B~ Revisions Date '"-- ~ . <J :z E W ~ c::: ~ a ~~ td.5 NI! fi !::: 2 f8~~ 2 :J:: .!'!! ~,... "'i CD -: ~ a..<~~~1 <( CDas~@ ~"C;::::U) V) ~.C: N.~ LU :Eo,...U) ~ ~~ el g ! o.GQ ~ ti ~ ~ ~~ 1 <( Cl)Nas II! I ~ ~ ~.!!~! :z.s:::. 0 ~ c: <X ~ ;::::!. 0 c::: ~U) ~ I n- en w ::> Z w ~ cnz ~O <(UJ O~ a::~<c ::> · C 01-- u..o:: alolSO ~I--I <cwLL:, :cwO:: O::w II-I- ><UJ~ -D::~ .....IW~ alZ<c ::>D::w 0.::>-1 1-0 UJ Z o - ~ > W -I \W ~ o z ~ >< - -I m ::> a. r "" Drawn RJB Check SJS Date MAY 22, 2001 Scale AS NOTED '-- Job No ~ Sheet P1 .. .. ...... o o N ,..... In cD CT1 .;...; ...... CT1 N >0- ra :z: "C OJ 3: c:n 3: "C '- OJ > o U ./ In o ...... o ./ ...... o o N ./ en ..... u OJ o '- a. ./ en c:n c::: ..... 3: ra '- c:l .....- a.: . , :($ 1.-......".\ ,\'";;r \ -'" LEGAL DESCRIPTION PARCEL II: LOT 1, BlOCK 11, SPURUN'S SUBOMSION OF CLEARWAlER HARBOR DEED BOOK Q, PAGE 537. AS ALSO DEPICTED AS METHODIST PARSONAGE ACRE ON THE PlOT OF THE WAL.1.ACE ADDITION TO CLEARWATER, FLORIDA, PLAT BOOK 3, PAGE 6 PUBUC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA, OF WHICH PINEUAS WAS FORMERLY A PART. LESS AND EXCEPT THE RIGHT OF WAY FOR FORT HARRISON AVENUE. PARCEl III: A PORTION OF LAND LYING IN SEcnON 16, TOWNSHIP 29 SOUTH. RANGE 15 EAST, P1NElLAS COUNTY, flORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF THE FORMER RAll.ROAO RIGHT OF WAY LYING BEtWEEN BLOCK 3. OF WAllACE ADDITION TO ClEARWAlER. AS RECORDED IN PLAT BOOK 3, PAGE 6 OF THE PUBUC RECORDS OF HIUSBOROUGH COUNTY, flORIDA OF WHICH PINEUAS COUNTY WAS ONCE A PART AND MARSHAlL AND BRANDON'S SUBDMSION OF BLOCK 7 OF WAI.l.ACE'S SUBDMSION AS RECORDED IN PlAT BOOK 1, PAGE 27 OF THE PUBUC RECORDS OF PINEUAS COUNTY. flORIDA. BEING MORE PARTICULARLY DESCRIBED AS fOLLOWS: FROM A POINT ON THE EASTERLY BOUNDARY OF SECTION 16. TOWNSHIP 29 SOUTH. RANGE 15 EAST. SAID POINT BEING 1321.... FEET NORTH OF THE SOUTHEAST CORNER OF SAID SECTION 16. PROCEED WEST ALONG THE APPROXIMATE CENTER-UNE OF DRUID ROAD A DISTANCE OF 995.67 FEET TO AN INTERSECTION WITH THE WESTERLY BOUNDARY OF SAID 60 FOOT RIGHT OF WAY; THENCE NORTH 04 DEG. 41'03- EAST ALONG SAID WESTERLY RIGHT OF WAY A DISTANCE OF 405.23 FEET TO THE INTERSEcnON WITH THE NORTHERLY RIGHT OF WAY OF PINE STREET. AS SHOWN ON THE PLAT OF WAL.1.ACE'S ADOmON TO CLEARWAlER. AS A POINT OF BEGINNING. FROM SAID POINT. CONTINUE NORTH 04 DEG, "'1'03- EAST ALONG SAID WESTERLY RIGHT OF WAY A DISTANCE OF 400.15 FEET TO THE INTERSECl10N WITH THE SOUTHERLY RIGHT OF WAY OF TURNER STREET; THENCE SOUTH 89 DEG. 11'07- EAST ALONG SAID RIGHT OF WAY A DISTANCE OF 60.1'" FEET; THENCE SOUTH 04 DEG. "'1'03- WEST ALONG THE fASTERLY BOUNDARY OF SAID RIGHT OF WAY A DISTANCE OF 400.23 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY OF SAID PINE STREET; THENCE NORTH 89 DEG. 06'36- WEST ALONG SAID RIGHT OF WAY A DISTANCE OF 60.13 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: THE EAST HALF OF THE VACATED 20 FOOT ALlEY LYING EAST OF AND ADJACENT TO BLOCK 3 OF THE PLAT OF WAI.l.ACE ADDITION TO ClEARWAlER. flORIDA AS RECORDED IN PLAT BOOK 3. PAGE 6. OF THE PUBUC RECORDS OF HIUSBOROUGH COUNTY. flORIDA OF WHICH PINEUAS COUNTY WAS FORMERLY A PART. AND TOGETHER WITH THE WEST HALF OF THE VACATED 34 FOOT RIGHT OF WAY OF INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 OF MARSHAlL AND BRANDON'S SUBDMSlON OF BLOCK 7 OF WALLACE'S SUBDMSlON AS RECORDED IN PLAT BOOK 1, PAGE 27 OF THE PUBUC RECORDS OF PINEUAS COUNTY. flORIDA. PARCEL IV: LOTS 1. .... THE EAST "'2.5 FEET OF THE WEST 132.5 FEET Of LOT 2. THE EAST 50.0 FEET OF LOT 2. THE WEST 90,0 FEET OF LOT 2. LOTS 3. 5. 6. 7. THE WEST 1/2 OF LOTS 8 AND 9. LOTS 8 AND 9 lESS THE WEST 54.10 FEET THEREOF AND AlL OF LOT 10. AlL IN BlOCK 3. PLOT OF THE WALLACE ADDI110N TO CLEARWATER. FlA. ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 6. PUBUC RECORDS OF HIUSBOROUGH COUNTY, flORIDA OF WHICH P1NEUAS COUNTY WAS fORMERLY A PART. TOGETHER WITH VACATED AU.EY RUNNING NORTH AND SOUTH THROUGH BLOCK 3 /IBOVE REFERENCED AND LYING BETWEEN THE SOUTH RIGHT OF WAY OF TURNER STREET AND THE NORTH RIGHT OF WAY OF PINE STREET. PARCEl V: THE WEST 40.0 FEET OF LOT 10, LOTS 11 AND 12 AlL IN MARSHALL c!c BRANDON'S SUBOMSION OF BLOCK 7 Of W. WAlLACE'S SUBDMSION ACCORDING TO THE PlAT THEREOF AS RECORDED IN PlAT BOOK 1, PAGE 27, PUBUC RECORDS OF P1NEUAS COUNTY, FlORIDA. PARCEl VII: THE ALlEY LYING EAST OF AND ADJACENT TO BLOCK 3 Of THE PLOT OF THE WALLACE AODmON TO CLEARWAlER, FlA. AS RECORDED IN PLAT BOOK 3 PAGE 6. OF THE PUBUC RECORDS OF HILLSBOROUGH COUNTY. FLORIDA Of WHICH PlNEUAS COUNTY WAS FORMERLY A PART, TOGETHER WITH THAT PART OF THE RIGHT OF WAY OF INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 OF MARSHALL c!c BRANDON'S SUBDMSION OF BLOCK 7 OF WALLACE'S SUBOMSlON AS RECORDED IN PLAT BOOK 1. PAGE 27. PUBUC RECORDS OF PINEUAS COUNTY. FLORIDA. " ALl Of THE ~ BEING AlSO DESCRIBED AS: LOTS 1 TIiROUGH" 1 0, A 15 FOOT ALlEY AND A 20 .FOOT AL.LEY. MEtHODIST PARSONAGE ACRE. AlL IN BLOCK 3. OF WAllACE ADDITION TO CLtARWAlER.. Fl,A AS RECORDED IN PLAT BOOt< 3, PAGE 6. OF THE PUBUC RECOROSOF HIUSBOROUGH COUNTY, flORIDA OF WHICH PINEUAS COUNTY WAS fORMERLY A PART, tOGETHER WITH THE WEST 40 FEET Of LOT 10. ALl OF LOTS 11 AND 12 AND THAT PART OF THE RIGHT-OF'-WAY Of INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 OF MARSHALl c!c BRANDON'S SUBDMSION OF BLOCK 7 WAlLACE'S SUBDMSION AS RECORDED IN PLAT BOOK 1. PAGE 27 OF THE PUBUC RECORDS OF PINELLAS COUNTY. FLORIDA, TOGETHER WITH A VACATED 60 FOOT RIGHT-OF-WAY OF A1tANTIC COAST UNE RAIlROAD LYING SOUTH OF THE SOUTH RIGHT-OF-WAY UNE Of TURNER STREET (60 FOOT RIGHT-OF-WAY) AND THE NORTH RIGHT-OF-WAY UNE OF PINE STREET BEING A PORTION OF SECTION 16. TOWNSHIP 29 SOUTH. RANGE 15 fAST. PINElLAS COUNTY. flORIDA BEING FURTHER DESCRIBED AS fOlLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT 2, BLOCK 3 OF SAID WAlLACE'S ADDmON TO CLEARWATER. FLA BEING A POINT ON TIiE SOUTH RIGHT-OF-WAY UNE OF TURNER STREET (60 FOOT RIGHT-OF-WAY); THENCE ALONG SAID SOUTH RIGHT-Of-WAY UNE AND THE NORTH UNE OF LOTS 1 AND 2, BLOCK 3 OF SAID PLAT, N.89'44'34-E.. "'17.75 FEET TO THE WEST RIGHT-OF-WAY UNE OF INDIANA AVENUE AND THE EAST RIGHT-OF-WAY UNE OF ATANTlC COASTUNE RAIlROAD; THENCE S,O:r20....6"W.. 281,41 FEET TO THE SOUTH RIGHT-Of-WAY UNE OF HAROlD COURT (50 FOOT RIGHT-OF-WAY); THENCE S.86'39'1"'''E.. 34,00 FEET ALONG SAID SOUTH RIGHT-OF-WAY UNE; THENCE CONTINUE ALONG SAID UNE, N.89'44'3"'''E.. 182,35 FEET; THENCE. LEAVING SAID UNf, S.01'11'38-E., 116.00 FEET TO THE NORTH RlGHT-OF~WAY UNE OF PINE STREET (RIGHT- OF WAY WIDTH VARIES); TIiENCE ALONG SAID UNE, S.89........34"W.. 225.62 FEET; THENCE S,O:r20....6"W.. 0.24 FEET; THENCE CONTINUE AlONG SAID NORTH RIGHT-OF-WAY UNE OF SAID PINE STREET, S.89'48'33"W.. 387,28 FEET TO THE EAST RIGHT-OF-WAY UNE OF FT. HARRISON AVENUE (RIGHT-Of-WAY WIDTH VARIES); THENCE ALONG SAID UNE, N,01'01'28"W.. 398.80 FEET TO THE POINT OF BEGINNING. CONTAINING ...,276 ACRES MORE OR LESS. FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 125096 0015 D MAP REVISED: 08/19/90 SURVEY INFORMATION PROVIDED BY A SIGNED 8c SEALED SURVEY BY: DANIEL D. FARRENS, PLS 13885 DATED: 3/21/01 'j ,,'!.' ~ ~tf'" till ~; I.... /:!1N j' ~i SECTION 16 , TOWNSHIP 29 S, RANGE15 E CITY OF CLEARWATER .~. " ....~~t. \H'I \1 ,'.' " .,.. '. '-=+I' =-=-ur-_.._;- ~-_.-:t=:~= J-=,~~~-=L .,",- I / J I . . i-- --., -l- _-.- - ..l- I I .~h'i --'-- --~--l ......_ i ! -.... '" , 1--- - ..- r, ....~ r' pi1'" r" '1 .., A I :' j': b' i 7 =~ _ I f- 'r-'-- ===--=7-..) ~~~.."..'''' ~l } }' '1'1.:.. r'!~ 171- I I I "-.l ; (. :. "......1 r ,I ~ 1--' "IT. f=-~- , .~, .' .I! I ;,. '- ~" 7. I, ; j, ' ':l~I~l ~Tr --1 -T~ "'V" JO' \" ~< ! ;,' ... I:J - ll:D '>>1 to - ii '.~ l///'.'''-, _L-~. .1 ..I~ . ~i,:'~~' -f'''b,: [I : _~-::: -~ ---~~~'E~:.'" i.'!i .~tI ,.. .._-_..-'ol-..-J....--f- I r::3:-11 I ."'r-' -.~-_. / ~/ ~ .. ,.- ---r:fI--- "'"f'"JI ~ aDi'-''\~) ==~ .lj ,I 1.11 -~ I '_'~' - -'"-1-- /~/ r _~,. lri:--- -' T 1-_, j Ll~~~ -~"t" I ...~ f-.::J1IIl IK. ,;;" I I '- - r - --- r<~' t ' . i .t t': , I t r ~ ,,' ! ,.t I i i l t , ,J I" , / /' ,: r'~" ~....~- ,,- , , 1 /':~ .1 (' ...~.--....... " l l : r-' ....-...- -- I f J r' .. , . , Fl. .11/ /-__ ,/ " ,. I' 1 , J ~ I ':'''-~ .. .. / ./ : ..' ._~ '---- --! l II . ~ ( l -- i.'. ..- .; / I' .' l l' i' J' . " 'I .' J , , l.l / i / ,.i" .i. . . ,. /.1 ;' :- : ,,' ./1 il " 'I ~. :' .:' ./ It . - t - d" """"-''l i.... _--- ""'I..J ./ r .' ",.- 'J I --... ..---- :T '.__ III r 1--, r ... - 1111 ... MLD - ,~ f :--~ Ir--~ - .1:1 I I iii -1-- I-l'-;:Li --. -,- f-- - --- -' " '--- \ ,.:>,.-; .... ,'\ I ,.~..{"., r;J- (' \ \, l~ " ~lL-mI . .-. -_f-T1l-r' .- ._-'~- II I ~.~,> .', 'at I I i' l--_ ~I (f:=:j ~mt~;- . ~~lii ~. j \~'TT7 ~~. " ~~ ..: ... _I tIJl I ).j ill - ..... . \, , \ I . I \ "::,"",,Y._. \ -~-- ~ \ r'1 T' ~. II ., I i !Ii - NORTH SITE DATA EXISTING (E) PROPOSED (P) TOTAL (E+P) REQUIRED ZONING: D 0 0' D LAND USE: ~._~~ 0\~c1 -eSWIiIERCIAL j eolilMERCIAL AUTO OEALERSHIP (OEMOUSHEO) I GROCERY STORE &: GROCERY STORE &: USAGE: BAIT &: TACKLE SHOP RETAIL RETAIL COMMERCIAL 186,274 S.F. 186.274 S.F. 186,274 S.F. LOT AREA: 4.28 ACRES 4.28 ACRES 4.28 AtRES N/A BUILDING COVERAGE: 8,807 S.F. (REMAINING) 43,304 S.F'. 43,304 . S.F. (S.F. c!c " OF GROSS SITE) 4.73" 23.25" 23.2$" N/A GROSS FLOOR AREA (S.F.): 8,807 S.F. (REMAINING) 43~304 S.F. 43,304 S.F. F.A.R.: .047 0.232 0.2~2 N/A FRONT: 0' 2' 2' N/A SETBACKS: SIDE: 0' 5' 5' N/A REAR: 311' 42' 42' N/A HEIGHT: 20' 25' 25' 30' -50' MAX. PAVED VEHICULAR USE AREA: (V.U.A.) 101,546 S.F'. 1 02,482 S.F'. 102,482 S.F'. N/A IMPERVIOUS SURFACE RATIO: (I.S.R.) 118,618 S.F. 150,390 S.F. 150,390 S.F. N/A OPEN SPACE: 67.656 S.F. 35,884 S.F. 35,884 S.F. (S.F. c!c " OF GROSS SITE) 36.27" 19.26" 19.26" N/A PARKING LOT INTERIOR LANDSCAPING: o S.F. 8,352 S.F. 8,352 S.F. (S.F. c!c " OF V.U.A.) 0" 8.15" 8.15" N/A PARKING: 47 SPACES 190 SPACES 190 SPACES 2-4 PER 1,000 S.F. PARKING CALCULATIONS: 4/1000 S.f'. x 43,304 = 174 SPACES ! ; f -rm I i NEW SAN. SEWER - , - I - I - EXIST. WATER SERVICE - - - - - - - - - NEW WATER SERVICE - - - - - - - - - LEGEND EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION NEW CONTOUR EXIST. STORM SEWER NEW STORM SEWER NEW UNDERDRAIN EXIST. SAN. SEWER C)C) C)' '\. x .~ ~ S~ ~ '!~ ... z K - o -" . s:;a z e~ .. .. - K x~ ... ~o . .:1: .~ .. " t; .. I... ~ ;z III ~.:; ~ -- Z .--.c ,..~ o e 1 K ... - > z ... 1111'''"111111111111111111''111111110 I IlIllllllllllllllttl I +10.00 - - -10- - ... tii en' - I .._.._.__._ I 1_1_1 . o . 1ft 1 1ft . " A'-- Z .c= i O.c Z "A j Ii; .. :1:0 A ~~ Z . ... .. zl .. .. l- . :): II i" ~ ~~ \J I" \Q . .. CD . NEW INLET . NEW SAN. MANHOLE tit () IIlc.O. NEW CLEAN-OUT C.O. _, _ _ I _ POINT OF CONNECTION \ Air... OF NEW UTILITY TO EXIST. '-V M METER B.F.P.D. BACKFLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW-OFF T.&V. TAP AND VALVE NEW BUILDING AREA NEW ASPHALT NEW CONCRETE TEMP. SILT BARRIER I: ' I ,. I , -I ,,:..., '.,,1 . ~~ ,\ " , I . , "",' . NES Comm.: 0105 I Drawn By: B.J.Y. I Checked By: J.Y.1. 01/04/01 Descri tion B DESIGNIDEVELOPMENT o PERMmlNG & BIDDING o CONSTRUCTION DOCUMENTS INDEX OF SHEETS C1.1 CIVil SITE DATA C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN C5.1 UTiliTIES SITE PLAN 0t~ ) JJJ ~ ,l,u i! c Q LI.I ..... - U) .... - > - (.) au ~ z o en en - ~ i t: :& 01 8 Ie =cm : -C1:E Q --A.-- auD::o-D:: ZO..l~o D::..II:!::!_..I =u..G:i-u.. >< :;: ai CI ~ ai _ au 11.I au au ...II=C~~=C ~8~iui~ ::::>> u.i ~ D:: ;; :i D..uiu~=d <$.f ().q 1 1l4IS DRAWING IS AN INSTRUNENT or SERVICE AND stW.L REMAIN ntE PROPERTY or 1ME ENCINEER, AND SHAU. NOT BE REPROOUCED. PUBUSHm OR USED IN /IH'f WAY WITHOUT l1-IE CONSENT or THE ENGINEER. @OOPYRIGHT 2000 NOT PUBUSHm C1.1 COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL. - o o C\J ,..... o cT; o (:) - co - >- 10 :::&: .... c... u.. Cl Ji: "C Q) +J .... en - 1.0 o - o - - o o C\J - en +J l.J Q) ....... o c... ~ en c:n c:: .... Ji: l'C c... o - r- I I I - - -- T' ~ c: <+- ./ 00/ :p O>'Vl U~O 10" ,9U:;:> ~ Q.lL<t 32.5 +> Q.I L d a. Q.I '32]-- 1; Q.I +>, dlr 1 xc:O! d' o --:I: I rl e 1 ~L ~ Vl 0 ~-- 1 o.d~ ... o OlU , . ~ ~_--.: - " 339 ", 1 a. ~ ' / 1 0 S Ont'38.e 118.00' / 32.17 -8 _ _ _ - - ~.. 32.1; .----------------~~- 1 1 o~ Ili9P s: -- 1 32,71 OU I :p 36" I 31' O~Vl ~ 1 ~ Q.~ III ~ <II ~ I 132.94 Q,I s: 1 +>::;L I d Q,I 33 _~ L +> ' o ~ ~ 5' L :I: L 34, Q. d 0._ Q,I d'<t'U ~ d :I: I I I . ~ \ 6(i) ~ 31.6 '31.6 33.3 33.24 I 33.3833,26 i ---, ~- r:..... ""'" I I:"""'" ~ - ,6~ I ~"O jc.L.P. c: . ,... .~ O~i ~ u 33,95 i ,g 34.04 33,9 ~ ~ I ~ ~ I d o a. I ~ ~ - ~~ ~d steps 33.93 cone '32.3 ~UI ~ 3105' I i~ ~ i~ LOT 10 LOT 2 LOT 7 ~ . '<+- <t; 6,>- ~ ~Q - 151 o L Vl~ uQ.I _ __ ~ +' Q,I<t ~~L d Q,I 4,41 E >.+> 'x L d o d :I: L~ ~ 12" a. s: Q,I K o.d~ JIIV dVlU ~ LOT 11 U s: <+- <+- 8 00 c:>. c .Q+> ~ ~UVl ~ ULd ,g .9Q,1:;:> o.<t Q,I +>Q,lL e:::;+> -- d X Vl :I: o d L ~Old A.. ~ dC\JU 3.89 '32.5 14" 34.6 '34,64 '34,5 P.P. flUMe '33.3 ,g L :3 U a. o L I ,18 -n -Oi~ R7 31,17 . ~88 - +> It -E I~ -d IQ. ,g -+> ~ I~ U - a. a. I~ ~ i ~:ti 32.94 - 33.36 32.90 I 33.09 I I I 33.01 I I ~:03 I ~.a 32~ y :0'6, ,g I ~ - U l'40 ~ 5.C.0, U ,82 33.3 _T(i- .33.0 '33.1 If' .- 32.9 LOT 6 34,0 6' wood fence LOT 3 1 story wood fro.M go.ro.ge .30 r I I I I T 1 1 1 .I a. ~I ~I 1 I RIM ELEV. , 31.49 SE !NV, = 28.33 N INV. = 25,61 1 W INV, . 26.58 16. ~ 1 1 1 .:tl c;l ~I UI 8"6" 5 1 UI , 1 '<t'1 1 1 1 36.25 1 1 1 1 " 1 34.2 I I I 1 1 1 1 I >- w d ~ to! .T-D~J1- - - at -1' ~t~dj~ :it: !JJ:i~.JJI 3 ~- 34,t 34.8. r 34.74 34.86 34.2 r ~ RIM ELEV, , 31.61 E !NV, = 12.. S INV. , 25.39 NW INV. = 18.39 W INV. = 12.1 - ~I -J 0- lDl 1 story Mo.sonry #607 36.42 LOT 5 o.spho.l t po. veMent 35.06 ~7. ~ 15. Q.I d :I: Vl .:t d :I: U C o U LOT 4 1 story wood "~ fro.Me 36.32 35.16 LOT 12 RIM ELEV. = 3/.30 I \1 } -N 'INV:-. 28.20 S !NV. = 27,71 E INV. = 27.70 W INV, . 27,76 36.07 35.34 36.15 35,' 35,19 35.16 conc drIve 35,3/ 13" ~ C.L.P. 71 34.38 -1-1_'_,- 1~33,00 I - I t'l c.9' ~~'/ / / ~ / / 2' cone curb :~~ T.UI. ------ 7.S. ... 33,63 underground utility vo.ul t ------ OUTFALL STRUCTURE TOP Of STIlUCTURE . 24.65 SE !NV. = 18.79 - - !:J.5'1~l.... 3I'f w,v. 32,0 '36.0 :~ 1 1 1 1 I I .1 ~I ~8 ~ll ~ ~ ~ if] --- ~ ~ I 37.00 .. I ~I ~ c: <II E Q,I > d a. +> d s:. a. Vl d I 33,94 ~ 33.60 ::5 U a. 34.03 L 34,57 -n . '" ,.... ..Q L ::5 U U C o U 34.67 34,36 ___ ~ ~ ~ 34.75 P,P. - ~I -J 0- tol ~ . 't476 ~~~ Q,I 0 - > "=='0 a. +> d .c a. "==. Vl d 38,59 - ro .. o eo -- to ~. , ~' 35.86 _ 35.58 I 36.28 36.62 36.26 ~Ih\ illV, = 36.10-L S IIlV. = 32.50 SE lNV. . 32.46 E INV, , 32.48 W INV, = 32,46 ~E~E.Y:..',37.48 1..fUjY. . 34.50 SE INV. = 35.1l4 IE flV. = 34.94 W !NV, = 34,94 +> c; s:. a. Vl d 36,96 36.48 ,g L ::5 U a. o L -n 36.67 I 3717 37,22 LOT 4 - ro 3810 .38.26 38,24 37.42 37,01 conc (typlco.l> T,S.P, 6 '. .... ,59 _ 10 . V' , _______IIIliYl__ ~__L.__a iC""- -"..~ - - - - - - - - - - - - ... - - 3813 ..~... r -------- - 38.28 ' " 26 38.26 38.37 38.22 I 38.32 (70' R/W) 1 +" ,_, 39:RI-I-IS"-o-'N-'-A'V-g~~I;-I-'_'-I-I-I~9.~2-' i . ------------ --------------;;-----------ii-------- i~ /0 38.39 38.~ L.p. ~l:a8 1 I I I @ c1rtP CUI" : I 37,/l2--...C.L. ~. / RIM ELEV, , 39,01 38.99 - P.P, / o.pproxlMo.te loco+lon of ~ wo..::t:p~ll~ r'I ~r- DEMOLITION NOTES LIGIND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA. PAVING AND BASE. UTILllY LINES (SANITARY SEWER. STORM PIPES, WATER LINES. POWER POLES. OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES. GAS LINES. TREES. SHRUBS. ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE: r":'.:' 'It', . ,.. ~ '. . ....". . ,...., '" ':: .,~'-: \ ,~.' .' ....... '>., : CONCRETE L //' ".. .1 ASPH. & BASE LLLLLLLLLLLLLL LLLLLLLLLLLLLL LLLLLLLLLLLLL L BUILDING OJ III m m m III [I] [[] [!] [ill REMOVE CONCRETE PADS. CURBING, AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT, REMOVE ASPHALT AND BASE. REMOVE EXISTING STRUCTURE AND FOOTING. REMOVE EXISTING FENCE REMOVE/RELOCATE TREE. REMOVE CURBING TO THE NEAREST EXPANSION JOINT. REMOVE EXISTING STRIPING. REMOVE/RELOCATE TRANSFORMER AND BOLLARDS. REMOVE EXISTING SIGN. t . J'~' 'i"/' . ,. " ). _ till",..... Best Copy Available REMOVE EXISTING POWER POLES. OVERHEAD WIRES, GUY WIRES, TRANSFORMERS. BOLLARDS. GREASE TRAP, ETC. COORDINATE WITH FLORIDA POWER, VERIZON, TIME WARNER, ETC. 11 ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF TREES. SHRUBS. PIPES. INLETS. GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSllY. OFF -SITE DISPOSAL OF STRUCTURES. UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVE.O BY F.D.E.P.. AND PINELLAS COUNlY. 12 SCALE. 1-.30' 10 11 30 .~ ... tJl M. o \Q . .. II ~ a~ i= 00 . ~~ I- .. Z ~ ..- o -~ .. ~.. Vi IlII V. z bl . .,- ~ .~ I- ~O . .Z ." .. ,,~ . IV. I- M ... i ~~ .. ~ -- Z ~~ o S~ ~ .:. - > Z ... eo o . M I 1ft . Z" A~ ~M i o~ Z ~A :5 Iii .. zO A ,,~ z II .. . -. .. z.. ..~ · 8~ II! V. ~ ~ ..~ " I" . NES Comm.: 0105 Drawn By: B.J.Y. Checked By: J.Y.I. Issue Date: 01/04/01 Revisions: No. Date Descri tion a DESIGNIDEVELOPMENT o PERMlmNG & BIDDING o CONSTRUCTION DOCUMENTS 5 z o en en i rE :z: :: t: :Ii 1ft 8 G ~ !Z a t;-u.a c a:li ell ~i!~~i! a:: 9"" 09 ::>>u.:ta::u. ><=alQ~al - au ..... au au ..... .... ~ =c t: ~=c mslluil ::J u.i ;S a:: ;; ;S A. uid~=d eo z :3 A. LLI .... - en z o - I- - .... c :E LI.I Q THIS DRAWING IS ~ INS1'RUMENT OF SERVICE AND StW.L REMAIN 1HE PROPERlY OF THE ENCINEER, AND StW.L NOT BE REPRODUCED. PUBLISHED OR USED IN Nff WAY WITHOUT THE CONSENT OF THE ENGINEER. ~COPYRlGHT 2000 NOT PUBUSHm C2.1 COPIES OF THESE PLANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAl.. RIM ElEV. . 31,61 E !NV. . 12.1 S INV. = 2~39 NW INV. . 18.39 W INV. . 12.' 8'canc:: curb OUTFALL STRUCTURE TOP OF STRUCTURE = 24.65 SE !NV. , 1&79 ..Q r... ~ U a. r... "t5 ,-... ..Q ~ I.. ~ ~ U ~ U e .. a U 0 . eo ro --- EXISTING OFFSTREET PARKING P.P. ~ -+> P.P. e ~ 01 E: Z 01 > d a. ::J -+> d s:. ~ a. III d ..Q r... ~ U a. a r... "t5 - <:) <:) N N <:) (Ti ('t') ~ - ('t') N >- to :IE 'C OJ 3l: o :J: 'C OJ ~ .... en ...... Il") <:) - <:) ...... - <:) <:) N ...... (/) ~ u OJ ....... o c.. c.. ...... (/) o c:: .... :J: to ~ ...... 0.: T.S.P. 0> drop cur- 6~ r' ~ .. ~ ~- c~V' "" a a f' ~ . d >-lIl S omsswe 116.00' u:e d au- 10" - - - - - -+> ~ to<t 01 01 ... ",. ~ o.t r--- 5" .f 01 -+> I dlr ,-... 5" Xc did' ::t. a -- iI: I rl e ~ d -r... ~ III d L___--. E-4' iI: o.dOl "- U d Olu I " ~~ 51 u I ~ '0 CLP. el Il" 01 . tti Oe ~I u lIJ 10" -+> s:: I ~~ ~~ I d 00. I ~~ RETENTION PON:> <~ ~d . --, a. a · s..~ 36". Ii> I f Z ~ U @T'7"6 C. ~ ~ a d to iI: "5' "t5 U ~ ~ S" 4- ~ U a a e>, e .Q -+> ~ -+> .- 0 dU to Us.. ..Q .901 a. 01 -+>01 d c: e::::; 'x III o d ~Ol A.. d(\J Ti) 5 1 story wood fro.l"l go.ro.ge +' e 01 e: 01 > d a. -+> ..Q d s.. .s: a a. III a. d o s.. "t5 6' wood fence 01 d iI: III ::t. d iI: U C 8"6" 0 U ~ I + .. 5"5"~ .~ ~SB ICO ft' (f> ~r (f) 15' 1 story Mo.sonry #607 o.spho.l t po. veMent RIl ElEV. . 31.49 SE INV. . 28.33 N INV, . 25.61 W !NY. , 25.58 1 story wood ..~ fro.Me 16' ~ 9" conc drive "5" 13" Ii> CLP. 2' conc Cur 2' conc curb I o.SPho.lft'--Pll~~~~n..~__ P.P, H.1N-DIAN 4- A VENljE'----' o z o u c.L.P. ~ ~ c:~ ~~ ~~ G/,ifJ. . ro ~ 'tZ Q/~~ ~~ d a. -+> d s:. c. ..... III d . (Xl NEW 5' CONC. SIDEWALK o.spho.l t po. veMent FOR T H A R N A V E. @ urb C.L.P. T(P "~ ifJ. ~ C.L.P. steps cone .Y. d iI: U s:: o u _........-- LEGEND Best Copy Available LLLL L L L L NEW BUILDING ..Q s.. ~ U U C o u ......"........... .".. ....."....".... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . ,.... ...................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................................... .................................... ...... ......".................................. . . . . . . . . . . . . ., ............'........."... ........................................... ........................................... ........................................... .......................................... ......................... ............... ........ .................................. ...................................... .... ........................................... ........................................... .......................................... ....................................... ... . .. ....................................... ........................................... Cu underground utility vo.ul t S.T. 8"8" ,-... ~ , ~ .. o l(j ~ C 01 E: 01 > d a. -+> d s:. a. III d . ro conc (typlco.D P.P. T.S.P. NEW CONCRETE NEW ASPHALT PARKING LOT INTERIOR LANDSCAPING SIGHT TRIANGLE SCALE. 1..30' 30 o. 30 D~ ... tIl en. ~ II I _ill z a~ e 00 . ,'-! .. :II ~ .- o ~I . ~A Z I::Z . ..- ~ X~ .. .. III . .Z ~:. .. ~.. .. . = .. MZ I ~.. .. ~ ",- Z .-.. o S~ 11& .I. - > Z ... . o · i . \J A~ Z .eM i O.e z ~A ~ m- E zl I ~ · . -. .. zt: . I: II .. ~ ~~ \I Iv NES Comm.: 0105 Drawn By: B.J.Y. ChecDd By: J.Y.I. Issue Date: 01/04/01 Revisions: No, Date Descri tion B DESIGNIDEVELOPMENT o PERMmlNG & BIDDING o CONSTRUCTION DOCUMENTS ~ Z o U) U) j ~ = ~ Ii ~ m ~ ~ a ticlU C g:CI:E CI IUE~iE 19....09 :::u.. ~ g: u. ><=D!alD! - III ..... 110I 110I ..... ....1 =c t: ~=c &asliuil ~~3!i3 .... U) U u...u 10 z =s D.. LLI I- - U) C) Z - ~ i! U) 11tIS DRAWING IS ". INSTRlMH1' OF' SEIMCE AND StW.L REMIW 1HE PROPERI.... OF' THE ENGINEER. N<<) StW.L NCJI' BE REPRODUCED, PUBLISHED OR USED IN Nt( WAY wmtOUT THE CONSENT OF' 1HE ENGINEER, ~COP\'RIGHT 2000 NOT PUBUSHm C3.1 COPIES OF THESE PLANS ARE NOT VALlO UNlESS EMBOSSED WITH THE SlQNING ENGINEER'S SE'AL ..... o o N N LO c\.i oo:r :.i ..... (T) N >0- m ::E "0 :i at :JI: "0 QJ ...., .... en ....... LO o ..... o ....... ..... o o N ....... en ...., u QJ '..-. o to. ~ en at c: .... :JI: m c5 ....... c.: '31.6 1 story wood fraM garage Rill ELEV. . 31.61 E IIV, : 12.. S IIV. : ~39 NW INV. : 18.39 W IIV. : 12.1 T I I I .1 a. ~I ~I I RII ELEV. . 31.49 SE INV. : 28.33 N INV. . 25.61 1 W INV. : 25.58 1 story wooel ..~ fraMe 16' ~ 35.07 conc elrlve " Q c,~ . ~ ..fi..... , ,,'/ ,," " 38.0' '.82.8 ,/ OUTFALL STRUCTURE TOP Of S11l\ICTURE : 24,65 SE !NV. . 18,79 Rill ELEv. : 31.98 E IIV. . ~86 S lNV. . 29.25 N INV. . 28.97 W lNV. : 28.811 '34,30 '34.09 '34.49 35.48 EXISTING OFFSTREET PARKING 33,94 f 33.60 ;, U 0. 34.03 So.. NI 34.57 1:5 r-- 34.67 1 '34.75 34.36 ---.. ~I ~I 0:=1 01 ~I I I '35.86 I 1 1 I 27 PROTOTYPE 27,887 S.F. F.F. 37.0 35.29 Publix .S2 So.. ;, U U C o u . ro 35.62 35.26 P.P. PP. ~m ~I I ~I ~I ~ 0. I ~ ~I.~ :ft~1 ~ ZI ~ 0. ~I ~ c.....1 ~ c-'I ~ I I '37.22 I 1 I I I I 131.55 I I I I I I ,38.40 F~. 37.0 F.F. 37.0 36.96 36.48 .S2 s... ;, U 0. o '- 1:5 36.67 37,17 37.4 F.F. 37.5 '38,34 F.F. 37.5 RET AIL 3 r2 S.F. I '38.119 , 38.28 L----------- I I FJ=. 38.S I ,----------- I I 1.4 I I F.F.S8lS I I I I I I u ~ i o u r,s.p. 38.03 37.69 37.81 . ro "!l'27 GI. GI. ~l:38 37.; 37. 37. I I I I 0 elrI,p cu 1 31,G2-....f.L.P ~ 38.4e 38.57 n: Iffl >>:~ 37:e8 .4! 8i) r' @l CI.!- ./ 00/ +> d >'1Il u:e d ou- - +' s...ct '32.5 ~ <II .../ o 0. ~ '32.'9-- 33.3 .~ <II +' I dlr Xc 0 I d' 0.-:1:, rl e s...- s... L 0. III 0 33:1)--....... 0. d <II ~.ti o O)U . " <.J' . 0. o 32.97 {; 32.75 I" + 33.9 . ~ ) S OnT38we 118.00' - - - - I !:~ Ui~, 33.05 '31.6 10" ~ - - 33.3 33.24 33.38 '33,26 5" '32.3 36" . , 5" 33.12 ---.. ~ ~~ .6~ ~ 0 cu. Oe U 33,95 34.04 33.91 C ~~ ~~ 0& ~~ <-& ~~ ::t. ~ :I: U 8. u c. 1~. ~ '32.94 34.23 STORM SEWER STRUCTURE TABLE 33.15 Z f ;, U 0. ~ o So.. 1:5 01; Bn~ . c <II E: <II > d 0. 32.9 . ttJ lo"f '33.3 34.25 Ir' . 7"1.:: (o!) ,33,0 '33.1 34 # STRUCTURE TYPE TOP. ELEV. INV.ELEV. ill TYPE "c" INLET J5.5 J2.25 0 TYPE "c" INLET J5.2 J2.04 0 TYPE "C" INLET J5.2 J1.79 0 TYPE "c" INLET J5.2 J1.56 @ TYPE "c" INLET J5.2 J1.19 @ TYPE "c" INLET J4.J JO.80 (7) TYPE "c" INLET J4.0 JO.J8 @ M.E.S. @ CONTROL 29.50 STRUCTURE @) STORM M.H. 34.8 28.5J @ EX. CATCH BASIN J2.77 E 1NV.=25.47 Vfr/N"fr:25.47 S NEW =25.50 '33.8 33.3 @7"7"8 ~ <' :I: "5" 32.96 III C.O. INY, 33,0 34.0 u 5 6" U C <II .::t. o So.. ..Q . . 6' wooel fence I.!-I.!- 00 c>. .Q+> +' .- oU u So.. E<II 0. <II +'<11 o C E:= X III 00 5.0) 0.. Ol\j 33.119 RETEN110N POND rc. EL 34.0 34.6 34.74 '34.64 34.5 I 34.30 . . . . . . . . . . . . . . . . . . . . . . . :@ ~~ ~ +> f d ;, ~ U 0. III 0. 0 ~ Iff if::6 33.36 33.09 steps 33.93 cone 34.96 3324 34,021 :: r'1@l con 34.8. 34.89 W' (i) 29 34.86 .2 .::t. ~ :I: U C o u (i)7" (i) 15' ~ o :I: U 8"8" 5 U <II ~ :I: III con asphal t paveMent 35.06 1 story Masonry #607 5"5"" .~ ~i . 0) ..Q So.. :::s u u '33.40 5 u ru 33.46 33,18 33.24 33.53 33.90 35.32 35.16 35.42 I ~ 35,34 flUMe '33.01 MI5 35., I I.~ 33.39 Ii , 33.82 '34.2 35.03 34.84 34.88 I ____34,8 134. --..... 33.64, I -- o.sphalt po.VE:>Mer-u:, S 03t0'46'W ~~ - - 34~ . MOl Ill! INriiANJ~ A VENUE LINE LENGTH SIZE TYPE (FT) (IN) SLOPE(%) (D-@ 53 18" RCP 0.40 @-Q) 174 18' RCP 0.40 Q)-@ 58 18'" RCP 0.40 @-@ 58 24" RCP 0.44 @-@ 89 24" RCP 0.44 @-tJ) 65 24" RCP 0.64 (J)-@ 59 24.' RCP 0.64 @-@) 89 18" RCP 1.09 @)-@ 279 18" RCP 1.09 - - -- STORM SEWER LINES SCHEDULE '35.0 I \34.8 \ .8 .--~:. &:8 -+a&A- _ _ _ ....... _ _ _ ...Ju- _ _ IU 7.5. ... 33,63 underground utility vault I 'I I I , J: 35. 35.1 . .07 :12 .w.. S~ 34.47 , 35.36 35J2 139.80 , JU4 MI4 34.73 35., ---.. ~ " 37.00 0:= ~ ~8. r.Jt'i ~.~7 ~ ~ E-4 ifl ~ t :476 ~t~ o 0. +' ~ .c 0. .... III d 37,46U'.n , )IU~ 311.59 ., o lC':l ~ C <II E: QI > d 0. +' ~ .c 0. III d 37,56 '36.80 Nt. +35.7 Nt. -- 36.50 '36.92 37.62 37.38, 1.63 mt ' 37.28 !y~ ' !H9 37.40 .31.71 U:U' 37.42 3U 37.37 .37.31 '37.34 ~t?~38.I ~ 38.39.38.14 ..,..,.., '38.00 .w. .... _ _ _ -+38.3 38.17 ~ 38.5 38.22 38.5 ~ 38.77 , 38.10 35.8 I I . \ 5,000 S.F. MAX. F.F.38.8 . ro 7.88 38J0 conc (typical> SCALE. 1-.30' 38.23 38.46 38.211 38.53 38.28 38.37 311.45 38.13 38.22 '38.79 37.3 8,83 --- 411: .....~..,..--... 38.88 - 38.815 38.811 38. ... 38.6 ' 38,59 38.14 38J5 31.83 37.91 B~ 232.85' 2' cone eu ~~ 38.32 e.., "'''fl/l CO,..., -6/. o tl 30 G~ ~ ;~ ~ %~ ... .z . .- o ~I . J::A z I::z . ..- . x~ ... ~e . .:1: .~ ~ ~& ... ;z I ..:. ~ ~- z .-.. o ,..~ . 1::.It - > z ... ... tii en' \Q -- .. .. . o . M = " A~ Z .M i o. Z leA ~ II. E 5~ I _ · j ~! . ::>> ~ II ile ~ .~ \I I" . NES Comm.: 0105 Drawn By: B.J.V. Ch.... By: J. V.I. Issue Date: 01/04/01 Revisions: No. Date Descri tion II DESIGN/DEVELOPMENT o PERMmlNG & BIDDING o CONSTRUCTION DOCUMENTS 10 z ::5 D.. LLI I- - U) LLI <.:) <C Z - ~ Q Q Z <C C-' z - Q ~ C-' m ...... cwt cwt ~ Z o fn fn I i A- t: :E o ~ ~ =C.... CI:E 2i eii!A.~i! zo9Co a:....:c9.;.1 ::::>>1,1. ... .... ><... .. .... .. a: e5C1 Za: ::;li~~lri m 8$10 ::) uJ ~ a: .. A.fliu~=u A V E~912 ~"':o IS~ ,1NSIlUENT or SEfMCE ,..0 SIW1 REMNN THE PROPERrr or THE THE CONSENT orJ1nfOU.THE !!["L REPRODUCED. ~ OR USED IN Nf( WAY WITHOUT ~ ~COPVRIGHf 2000 NOT PUBlISHED (70' R/W) H A R '39.R ISO W 39.02 38.99 38.74 FOR . asphalt paveMent. 38.45 GD l~ 38.30 38.10 38.14 it~ 38.05 38.44 38.l3 38J3 D:~3 38.29 I~ 38.39 38.62 38.30 38.41 P.P. COPIES OF THESE PLANS ARE NOT VALID UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAL C4.1 roS.p. 8.85 T(P .... o o C'\l o LO 6i o ~ .... C'I") C'\l :>. ro ::E "0 Q.) :a: en ]I: "0 Q.) ..... .... en /'" LO o .... o /'" .... o o C'\l /'" lJ) ..... W Q.) ....... o Co. ~ lJ) en c: ..... ]I: 10 c3 /'" -4= 6~ r' ~ 47" ~ ~ <ti/ :P I d>'1Il U:!:d I o 10" -"U:j:) ~ I Cll~<t I 32.5 .p Cll ...... ~ 0. ~ \32:1-- .3 'x ~ ~ I dlr, I 0'- ~, drl e I ~ -" L L_ 0. III d 33:1l--~_1 0. d Q.I """'t '33: rnUhnl r '33.8 o"~ ~ : <!- &" II' I o 12' ~ I ~u 10" I +> I d~1Il I g o.E I I ~Cll~ Ii Cll C I .p=L d Cll I E~.p II XClld o.p~ I L ~ L I 0. d 0._ Cll I druu I 34.8 ' 34,. I .2 I I I .:tl al ~I UI 8"6" 51 UI , I "It I I 35.S I I I I I I 34.7 "I ~ Best Copy Available . ,;'" / I -i11 _.........:- - I a. I 0 32.17 -h 32,1; I I I 33.' I I I '32.94 I I I I . ~ r' .. 33.9 S OMf38.e 118.00' - - 31.6 '31.6 - - 33.3 33.2<4 I 33.38 '33.26 I -, ~- l:.....t "'- I c-' 0:: - ,6~ I ~o fu' O lO - '-" I U 33." i 34.04 33.91 - ~ ~ ~ ~ ~ I o & i ~ ~ i ~~- I~ ::0 d _ d I lo 34,6 _ 34.74 '34.64 I I I I I I I , 35.19 35.16 - 1 ~I~ 134.88 ____3~ I 34.5 33.64, - ..,. - - 1 if -r III 32.77 f' !t _ 33.05 1 ~ ~ ~ .2e '32.3 S" C . OU +>L d Cll ~o. ~Cll Q.I C .p= d E ~ -- OJ x.p o d ~~ 0._ d"lt .:t a ~ U 5 6" U C OJ .:t o L ..Q S" 36..1 , a ~ 33. '32.5 14" ~ rr f!) .33.0 '33.1 11" . ..Q L :J U a. o {; ~Oi~ ~ 31.17 ~:~ -.p It -E I~ -d 10. ..Q - +> ~ I] u - 0. 0. I~ ~ j Ii H:~ - 33,36 33,09 I I I I I '33,01 1 it + 1m I 33,&2 32.9 33.3 II] . . . . . . . . I . I . . . I I . I I . . . I I I I . I I I . . . . I . I '34.0 6' wood fence 1 story wood fro.M go.ro.ge <!-<!- 00 c>. .Q+> .p- dU U L ECll 0. OJ .pOJ dC E= X III Od ~rn 0._ dru 33.89 .:t a ~ U C o u RETENTION POND r I I I I T I I 1 a:1 ~I : ~I : I RII ElEV. . 3l.49 SE INV, . 28.33 N INV, = 25.61 I W -.v. = 25.58 I 1 cone drive 1 I I I I I I I steps 33.93 cone 34.96 33-14 34'0~2 32.: 32.87 r' ~ : I '34,5 34.7, wooel pore 34,86 r (i) PP. T' / RIM ElEV, . 39.01 RIM ELEV, . 31.61 E IIV. . 12.1 S -.v. . 25.39 NW INV. . 18.39 W -.v. = 12.1 (i)r IS' OJ a ~ III o.spho.l t po. veMent 35.06 1 story Mo.sonry #607 ~'5" ~ : .~l 5~!1 ".: I en: I ~i ..Q L :J - U l40~ S,C.O, U 1 story wood r(i) fro.Me 16' ~ 35.32 35.16 35.42 I - , ~ ~.. RIM ElEV. . 31.30 -N '1IY.".riTo . "\ S -.v. . 27.11 \ E !NV. = 27.70 W !NV. = 27.76 9" 35.34 35.15 3ll.29 "5" I CATCH BAS1N THROAT ElEV. . 31.29 RIM ElEV. , 32,06 NW -.v. . 28.56 35,39 13.... 34.2 13" (i) 34.38 " .~~<?." .).... ~fO '/ ~I 32.15 " .c::r.. 31,63 " ~ " " 1_,-,- B S" CLAY ,_, - , - , 33~33.85 o.sphalt po.veMe~ 3m S 03'2<r. -.. ~31 ~ ~~r~ 6' . _ _ - water line - - .... .... ~------~ ~- SAN, -- 7.5. T 33,63 underground utility vault w. v. ru 33.46 33.18 33.24 33.53 33.90 ti:t3 ' 33,54 34.8 OUTFALL STRUCTURE TOP Of STRUCTURE = 24,65 SE !NV. . 18.79 _ _ ~5'R.C,P. :!I'r -- w,v. 32, Sj R~_~~:..5 -_...- 5.8 .07 :ft 1 I I I I I .1 ~I +35.3 '36.3 '34,47 12-R,C.P. , 35.36 36.12 flUMe 8"&" '34,30 35.!ll '39.60 35. , ~:r4 nu 34.73 ........ 34,09 34,49 , 35.48 .-.. ~ "'- 0:: EXISTING OFFSTREET PARKING 33.94 f 33.60 :J U 0. 34.03 L NI 34,57 "0 I'- 34.67 1 '34,75 34.36 _ ~I ~I 0::1 01 ~I lo I v' 1 '35.86 ~ 35.58 1 35.28 1 I 1 1 +35.7 37.00 35.29 Publix ~8, ~1~ ~ ~ ~ r.J) ~ t :476 ~~"" OJ 0 > d 0. +> a ~ 0. ""'- III d I ~,46U"~ , jd )!7.47 . ~r.&& -<0 :-{' ~\C)t\ "- - " 37.62 .. o lO ~ C (II E Cll > d 0. .p d ~ 0. III d .Q ~ j U 27 PROTOTYPE 27,887 S.F, F.F. 37.0 u C o U - co RN ElEV. . 35.S E IN. .32.60- W !NV. : 32.61 37.56 '36.80 38.59 35.62 35.26 P.P. - ~I -' 0- lol RIM ELEV. . 36,10 S iH~ 32.50 . - SE IHV. = 32.46 E INV. = 32.4B W !NV. . 32,46 ft, -~I- I ~I ~I ~ I L -~.,'~ :I~I ~ ZI ~ 0. :::> 1 ~ e-.I ~ c-'I ~ 1 137.22 1 I I 1 1 1 1 I I I I 1 I 8' Cltl'{ / 36.50 37.38 , '37.31 '-.!!!.. E~~. . 37.48 N INV. . 34.50 SE !NV. . 35.54 E -.v. . 34.94 W !NV. . 34.94 37.34 m9 - 37.40 I .37.71 - m~' I 37.42 I I I I I C.LP. .aUB I . 38.39. 38.J4 F.F. 37.0 +36.3 '38.00 38.17 38.22 36.5 F.F. 37.0 36.7 W,L '38.10 36.96 36.4B ..Q L j U 0. o L "0 + ,37.92 35.8 +35.8 jl 0- !^I U - C37.79 - 837.45 F.F. 37.5 '38,34 '38.12 '38.09 1.88 38.10 + 38.75 37.0 5,000 S.F. MAX. F.F. 38.8 F.F. 37.5 RETAIL S.F. - co 36,6 37.17 cone (typleoJ) 38(2 I '38.28 L----------- I I I ,----------- I I ~u 0 ~ L III I u (II d '.t~815 Ql C I .p:::;~ ~ L ~ I -- Cll d X +> ~ I o d L ~ ~ d I 0._ ~ d\D U I I '38.32 .4 '3&89 3&23 38.79 I +37.0 loco. tlon of' . ty of 1tlo.s F.F. 38.5 + 37.0 SCALE. 1-.30' 8.83 37.9 .....~.---..". LP. 30 eo ,38.40 38.88 3&85 3&85 ~7 o 11 38 T T.S.P. . .59 - 10 _ _ __ __ __11"___ _ ____ __ _ .,. __ __ ___Mls.__ _ __ __~ ....~- -~21 !."-~~ LIt.. ____ - - ooi!Iot_- _ _ - - -- - - - - - - -.. - - - - - -- - _.M065- - ..~- -I---ii N'~ 37.69 37.83 ~..... 'Sa25 38.25 38.28 38.13' '... I . 37.lll 37.91 .0 38.29 38.32 3B.3T 38.22 - I ~.. ~~V!..873&0I ( 70 ' R /W) ~ . . 31.74 6" CLAY + . . 31.75 38.45 38.57 38.74 ,_, _ I _, _, _, _, _, _, -, -, -, -, -, -, -. -. -, -, -, - ,.-, - 'r' -o-'~' -~' -, II - A' '"R 39:R' -1- 'S I -0-' N - , -A' V -K~;-' -, -, -, -, -, -;.~2-' . -. aspho.lt paveMent .' ~~ / -.---------------------------------------------------------------- ------------------------------------------------- ~~.l'. IfI\ lll! ~ lU, ltl! M IU! / fJ) ~7 H ~7:88 3&05 38.13 38.29 38.39 38.41 3&:32 . /I. /I. D~ ... ti\ en- ~ . .. II z a~ Q 00 t= '\C . ." .. 4111tZ ~ ..- o ---.1 . J:;A Z Cz . ..- . x~ .. ~. . .~ -f ... ~ 'I" .. ,;.1 2: 4111tZ iiI 4111t.. ~ ---. ::! z J:;. o c~ . .&. - > Z 1M . o ~ . 1ft . " A~ Z .. i o. Z ~A ~ Iii zg A "... Z I .. j z! . I: .. .- ~ ..:5 \I ail . NES Comm.: 0105 Drawn By: B.J.Y. Checked By: J.Y.I. Issue Date: 01/04/01 Revisions: No. Date Descri tion B DESIGNIDEVELOPMENT o PERMrmNG & BIDDING o CONSTRUCTION DOCUMENTS :~ '! j !1 lj I, ~ Z C) en en I = A. t: ! ~ ~ =C'" a:CI:Ii ~ 1IoIi!D.cai! 199~9 ::t....!dii:.... ><=M"caltli _...- 1IoI~ -'=i~~~ m 8er:iuii := u.i~a:"'~ D..uiu&!!u z :5 A. ..... .... - U) U) ..... - .... - .... - .... = I a !l:38 t_t_ THIS DRAWING IS AN INSRUENT OF SEIMCE AND StWl. REMMt THE PROPERlY OF THE ~J1i ~REPROOUCED, ~ OR USED IN Nff WAY WI1lfOUl' ~ \\yCOPVRIGHT 2000 NOT PU8USHED 1 I 1 I drbP cu : I 37,1l2 Cl. ~ :7.&8 38.99 C5.1 COPIES OF THESE PlANS ARE NOT VAUD UNLESS EMBOSSED WITH THE SIGNING ENGINEER'S SEAl.. P.P. / ' o.pprOXIMQ +e loco. tlon of A' wotpy npr r.ltv nF LEGAL DESCRIPTION PARCEl II: LOT 1, BLOCK 11, SPURUN'S SUBOMSION Of' CLEARWATER HARBOR DEED BOOK Q, PAGE 537. ~ ALSO DEPICTED ~ METHODIST PARSONAGE ACRE ON THE PLOT OF THE WALLACE ADDITION TO CLEARWATER, FLORIDA, PLAT BOOK 3, PAGE 6 PUBUC RECORDS OF HlllSBOROUGH COUNTY, FLORIDA, OF WHICH P1NELlAS W~ F'ORMERL Y A PART. LESS AND EXCEPT THE RIGHT OF WAY FOR FORT HARRISON AVENUE. PARCEl III: A PORTION OF LAND LYING IN SECT10N 16, TOWNSHIP 29 SOUTH, RANGE 15 fAST, P1NELLAS COUNTY, FLORIDA AND BEING MORE PARTICULARLY DESCRIBED ~ F'OllOWS: THAT PORTION OF THE FORMER RAILROAD RIGHT OF WAY LYING BETWEEN BLOCK 3, Of' WALLACE ADDmON TO CLfARWATER, ~ RECORDED IN PLAT BOOK 3, PAGE 6 OF THE PUBUC RECORDS OF HIUSBOROUGH COUNTY, FlORI~ OF WHICH PlNELlAS COUNTY W~ ONCE A PART AND MARSHALL AND BRANDON'S SUBDMSlON OF BLOCK 7 OF WALLACE'S SUBDMSION ~ RECORDED IN PlAT BOOK 1, PAGE 27 OF THE PUBUC RECORDS OF' PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED ~ F'OllOWS: FROM A POINT ON THE EASTERLY BOUNDARY OF SECTION 115, TOWNSHIP 29 SOUTH, RANGE 15 fAST, SAID POINT BEING 1321.4 m:r NORTH OF THE SOUTHEAST CORNER Of' SAID SECTION 16, PROCEED WEST ALONG THE APPROXIMATE CENTER-UNE OF DRUID ROAD A DISTANCE OF 995,67 m:r TO AN INTERSECTION WITH THE WESTERLY BOUNDARY OF SAID 60 FOOT RIGHT Of' WAY: THENCE NORTH 04 DEG. 41'03- fAST ALONG SAID WESTERLY RIGHT OF WAY A DISTANCE OF 405,23 FEET TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF' WAY OF PINE STREET, ~ SHOWN ON THE PLAT OF' WAUACE'S ADDmON TO CLEARWATER, ~ A POINT OF BEGINNING. FROM SAID POINT, CONTINUE NORTH 04 DEG. 41'03- fAST AlONG SAID WESTERLY RIGHT OF' WAY A DISTANCE OF 400.15 m:r TO THE INTERSECTION WITH THE SOUTHERLY RIGHT OF WAY OF TURNER STREET: THENCE SOUTH 89 DEG. 11'07- fAST ALONG SAID RIGHT OF WAY A DISTANCE OF' 60.14 FEET: THENCE SOUTH 04 DEG. 41'03- WEST ALONG THE EASTERlY BOUNDARY OF' SAID RIGHT OF WAY A DISTANCE OF' 400.23 m:r TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY OF SAID PINE STREET; THENCE NORTH 89 DEG. 06'315- WEST ALONG SAID RIGHT OF' WAY A DISTANCE OF 60.13 FEET TO THE POINT OF' BEGINNING. TOGETHER WITH: THE fAST HAlF' OF' THE VACATED 20 FOOT ALLEY LYING fAST OF AND ADJACENT TO BLOCK 3 OF THE PLAT OF WAllACE ADDITION TO ClEARWATER, FLORIDA AS RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBUC RECORDS OF' HIUSBOROUGH COUNTY, FlORIDA OF WHICH PINElLAS COUNTY W~ FORMERlY A PART, AND TOGETHER WITH THE WEST HALF OF THE VACATED 34 FOOT RIGHT OF WAY OF INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 OF MARSHALL AND BRANDON'S SUBDMSION OF BLOCK 7 OF' WALLACE'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 27 OF' THE PUBUC RECORDS OF' PINElLAS COUNTY, FlORIDA. PARCEL IV: LOTS 1, 4, THE fAST 42.5 FEET OF' THE WEST 132.5 m:r OF' LOT 2, THE fAST 50.0 m:r OF' LOT 2, THE WEST 90.0 FEET OF LOT 2, lOTS 3, 5, 6, 7, THE WEST 1/2 OF LOTS 8 AND 9, lOTS 8 AND 9 LESS THE WEST 54.10 Fm THEREOF AND ALl OF lOT 10, ALl IN BlOCK 3, PlOT OF THE WALLACE ADDITION TO ClEARWATER, FLA. ACCORDING TO THE PlAT THEREOF' AS RECORDED IN PLAT BOOK 3, PAGE 6, PUBlIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA OF WHICH PlNElLAS COUNTY WAS F'ORMERLY A PART. TOGETHER WITH VACATED ALLEY RUNNING NORTH AND SOUTH THROUGH BLOCK 3 N>>IE REFERENCED AND LYING BETWEEN THE SOUTH RIGHT OF WAY OF TURNER STREET AND THE NORTH RIGHT OF WAY OF PINE STREET, PARCEL V: THE WEST 40.0 m:r OF' LOT 10, LOTS 11 AND 12 ALl IN MARSHALL c!c BRANDON'S SUBDMSION OF BLOCK 7 OF W. WAUACE'S SUBDMSION ACCORDING TO THE PLAT THEREOF' AS RECORDED IN PlAT BOOK 1, PAGE 27, PUBUC RECORDS Of PINElLAS COUNTY, FLORIDA. PARCEl VII: THE ALLEY LYING fAST OF AND ADJACENT TO BlOCK 3 OF THE PlOT OF THE WALLACE ADDmON TO CLEARWATER, FLA, AS RECORDED IN PlAT BOOK 3 PAGE 6, OF THE PUBUC RECORDS Of HIUS90ROUGH COUN1Y, FLORIDA OF' WHICH P1NElLAS COUN1Y WAS F'ORMERLY A PART, TOGETHER WITH THAT PART OF THE RIGHT OF WAY OF INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 Of' MARSHALL c!c BRANDON'S SUBDMSION OF BLOCK 7 OF WALLACE'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 27, PUBUC RECORDS OF PINElLAS COUN1Y, flORIDA. ALl OF THE N>>IE BEING AlSO DESCRIBED AS: LOTS 1 THROUGH 10, A 15 FOOT ALLEY AND A 20 F'OOT ALLEY, METHODIST PARSONAGE ACRE, ALl IN BLOCK 3, OF WAllACE ADDITION TO CLEARWATER, F1A ~ RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBlIC RECORDS OF HIUSBOROUGH COUN1Y, FLORIDA OF WHICH PlNELLAS COUNlY WAS FORMERLY A PART, TOGETHER WITH THE WEST 40 FEET OF LOT 10, AU. OF LOTS 11 AND 12 AND THAT PART OF THE RIGHT-OF-WAY OF INDIANA AVENUE LYING WEST OF AND ADdACENT TO lOT 12 OF MARSHALL c!c BRANDON'S SUBDMSION OF BLOCK 7 WAI..LACE'S SUBDMSION ~ RECORDED IN PLAT BOOK 1, PAGE 27 OF THE PUBUC RECORDS OF PINEUAS COUN1Y, FLORIDA, TOGETHER WITH A VACATED 60 FOOT RIGHT-OF-WAY OF ATlANTlC COAST UNE RAILROAD LYING SOUTH OF THE SOUTH RIGHT-OF-WAY UNE OF TURNER STREET (60 FOOT RIGHT-OF-WAy) AND THE NORTH RIGHT-OF-WAY UNE OF PINE STREET BEING A PORTION OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 fAST, PINEUAS COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOlLOWS: BEGIN AT THE NORTHWEST CORNER OF lOT 2, BLOCK 3 OF SAID WALLACE'S ADDmON TO CLEARWATER, FlA BEING A POINT ON THE SOUTH RIGHT-OF-WAY UNE OF TURNER STREET (60 FOOT RIGHT-OF-WAY)j THENCE ALONG SAID SOUTH RIGHT-OF-WAY UNE AND THE NORTH UNE OF LOTS 1 AND 2, BlOCK 3 OF SAID PLAT, N,89'44'34-E., 417.75 FEET TO THE WEST RIGHT-OF-WAY UNE OF INDIANA AVENUE AND THE fAST RIGHT-OF-WAY UNE OF ATANTIC COASTUNE RAILROAD; THENCE S.OY20'46"W., 281.41 FEET TO THE SOUTH RIGHT-OF-WAY UNE OF HAROlD COURT (50 FOOT RIGHT-OF -WAy): THENCE S,86'39'14"E., 34.00 FEET ALONG SAID SOUTH RIGHT-Of-WAY UNE; THENCE CONTINUE ALONG SAID UNE. N.89'44'34"E., 182.35 FEET: THENCE LEAVING SAID UNE. S.01'11'38"E., 116.00 FEET TO THE NORTH RIGHT-OF-WAY UNE OF PINE STREET (RlGHT- OF' WAY WIDTH VARIES): THENCE ALONG SAID UNE. S,89'44'34"W., 225.62 FEET: THENCE S.03"20'48"W., 0,24 m:r: THENCE CONTINUE AlONG SAID NORTH RIGHT-OF-WAY UNE OF SAID PINE STREET, S.89'48'33"W., 387.28 FEET TO THE fAST RIGHT-OF-WAY UNE OF FT. HARRISON AVENUE (RIGHT-OF-WAY WIDTH VARIES): THENCE AlONG SAID UNE, N.01'01'28"W., 398.80 FEET TO THE POINT OF BEGINNING. CONTAINING 4.276 ACRES MORE OR LESS. ..... <::) <::) C\J <::) C\J er; "Q' o ..... FLOOD ZONE INFORMATION en <::) C) ::I ~ ::I .s:::. ..... THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 125096 0015 D MAP. REVISED: 08/19/90 C) :c "0 t- OJ > o (.J ...... It') <::) ..... <::) ...... ..... <::) <::) C\J ...... II) ..... u OJ ...... o t- o. ...... II) C) c: ..... :c 1'0 ~ 0.: SURVEY INFORMATION PROVIDED BY A SIGNED c!c SEALED SURVEY BY: DANIEL D. FARRENS, PLS 13885 DATED: 3/21/01 -'fI';' " iM~ ". f,\ .~ z a~ 52 00 .. '\f . ." .. ..z . ..,- o _K At .... . _ Il4A Z bz . ..- ... tIl . x~ .. .0 .. . .z ." "" .. 'I~ . .- .. M III I ..,Z ..,.. .. ~ -- z .... · o S~ . III - ~ > I CD 0 . M . . 1ft .0 " A..... Z .= i o. Z -A .. . It; ~ zO A ,,~ Z i · <C ~ III .. .. . . :>>~ .. iK - ... ~ 0:1 " 11\" NES Comm.: 0105 I Drawn By: B.J.Y. I Checked By: J. V.I. Issue Date: 01/04101 Revisions: No. Date Descri tion SECTION 16 , TOWNSHIP 29 S, RANGE15 E LEGEND cP <y '\. x EXIST. ELEVATION CITY OF CLEARWATER EXIST. CONTOUR NEW ELEVATION NEW CONTOUR EXIST. STORM SEWER NEW STORM SEWER 1111"1101111111111111'"111111111" 10 IIIUIIIIIIIIII'''.'I' +10.00 - - -10-- - NEW UNDERDRAIN 1___________, EXIST. SAN. SEWER -, 1_'- NEW SAN. SEWER - I - I - I - EXIST. WATER SERVICE - - - - - - - - - 1'>-'" ..~~_...,\ J I " I, ' .f' \'- I L..J . "--to 'I i' , } / ,I) .-. ~.. Ir!=_t::.:. r---- ' ~-.~.r-.--- ...L__1- 1 I '. ' . 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J ( .; .! ~- ......__.~~_. ..... -r- I --,..... I ~ J ~, lL&i I -''"'t--'.,....- --~ --- ,--.,..1._ _ I r' /" -. -.._ -! -:1='" I , :/ ,/it /..... __ ~ ~l__ I --:~..._ '- _ _I ==- =-= ri'T' l-~ .. ,; i <' 1 --- 'I I : , I , ... ,'-- I -', - I /~../ ;' ,,' -' "'- :.-_-- - '--\ bV:':.'"1 "I'll. '~:~w!' r '-Qt ~ " ;' ~__ ,~'< j -1 _~,I' // / -~ '* t: ~=. ' :g I ~/,t:i=~ . ,.:j; l '. ~ ~ :.. rri ~.};: ~-=m~ . /! ~ I ~ _,..,," _ i ~ :~L-Z i! --'''-::~~' \ I ..' ,~ /1; ~~ \ l' .,~ ;" ,: l - i I I i'l I . j r .. __.', I I t I ,} I NEW WATER SERVICE - - - - - - - - - - NEW INLET . NEW SAN. MANHOLE e E C () lIJC.O. N W LEAN-OUT C.O. _ I _ _ I _ ~"-. NEW BUILDING AREA NEW ASPHALT NEW CONCRETE TEMP. SILT BARRIER POINT OF CONNECTION \ A OF NEW UTILllY TO EXIST. '-"V M METER B.F.P.D. BACKFLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY 8LOW:-OFF T.&V.~-.'ANB-'- -- ...."'~.........-""'"......... ~~.~.. 1.0. _....,.J "'lilt J .'~/ ....J J ':,.\.:< '.:.,1 ;", ;if' .:" ','.- -1\ s rilE caPl ,.,./ ~ NORTH ~ fl ' I r ip~/J'~ f U) FILE F!, 5 Of -0 r -~, a DESIGNIDEVELOPMENT o PERMlnlNG & BIDDING o CONSTRUCTION DOCUMENTS tfe1~(j ~ ) 1 1/" ,,/\ .' " J /1 ^"'..' T/ ,,' l( V) yrtl ( 4 / '_rf~ \ ~/-V\ 1("""-, /' ) SITE DATA / EXISTING (E) PROPOSED (P)j TOTAL (E+P) REQUIRED ZONING: D D / D D CENTRAL BUSINESS CENTRAL BUSINE~S CENTRAL BUSINESS CENTRAL BUSINESS LAND USE: DISTRICT DISTRICT DISTRICT DISTRICT AUTO DEALERSHIP (DEWOUSHED) GROCERY STOR &: GROCERY STORE &: USAGE: BAIT &: TACKLE SHOP RETAIL RETAIL COMMERCIAL 186,274 S.F. 186,274 S~. 186,274 S.F. LOT AREA: 4.28 ACRES 4.28 ACRI S 4.28 ACRES N/A BUILDING COVERAGE: / ~0 8,807 S.F. (REMAINING) ~;' 44,287 S.F. (S.F. c!c " OF GROSS SITE) 4.73" . " 23.78" N/A GROSS FLOOR AREA (S.F.): 8,807 S.F'. (RE...AINING) 44,287 S.F. 44,287 S.F'. F .A.R.: .047 0.238 0.238 N/A FRONT: 0' 2' 2' N/A " SETBACKS: SIDE: 0' 5' 5' N/A REAR: 311' 42' 42' N/A HEIGHT: 20' 25' 25' 30' -50' MAX. PAVED VEHICULAR USE AREA: (V.U.A.) 101,546 S.F'. 101,415 S.F. 101,415 S.F. N/A IMPERVIOUS SURFACE RATIO: (I.S.R.) 118,618 S.F. 152,389 S.F. 152,389 S.F. N/A OPEN SPACE: 67,656 S.F. 33,885 S.F. 33,885 S.F. (S.F. c!c " OF GROSS SITE) 36.27" 18. 19" 18.19" N/A PARKING LOT INTERIOR LANDSCAPING: o S.F. 7,990 S.F. 7,990 S.F. (S.F. ~ " OF V.U.A.) 0" 7.88" 7 .88" N/A PARKING: 200 SPACES 200 SPACES IJcp St~ 47 SPACES 6 H.C. 6 H.C. 2-4 PE 1,0 0 S.F. PARKING CALCULATIONS: 4/1000 S.F. x <<.28~S~ - INDEX OF SH C1.1 CIVil SITE DATA C1.2 CIVil SITE SPECIFIC liONS C2.1 DEMOLITION SITE P C3.1 STAKING SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN CS.1 UTiliTIES SITE PLAN C6.1 CIVIL SITE DETAilS L 1 LANDSCAPE SITE PLAN L2 LANDSCAPE SITE PLAN ;! CC Q w I- - U) .... - > - JC-) ", "\. :..:-\~.,~'~;~<~,(~~, ~. ~ ~. , .' ..,;i1'.!::<1~'!'I"~'~.r,\.~. . .. :1 ')i;?~>~.".,.: ! _)'f.~"",l"'~ .,,"": , :J'~. . . ' fJ"r , , iii\ . .. ~ 11.I ?c z o en en - >- ~ z :c f Ii ::Ii oa 8 ie - .... R ~cifi c -0::& 0 "'-A.Q- lD:oc(D: _0"'00 .......I!:!D:.... >< ~ ~ti:i 1.1I ~ D:D:ozD: _ AU AU 1.1I 1.1I1.1I ...II!C t:~:C m 8liui~ ::>> ~ :5 D: :;; :5 ... - ... 0 co ... ... en u ... 'lpII u C1.1 GENERAL NOTES AND SPECIFICATIONS 1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE CITY OF CLEARWATER, FLORIDA D.O.T. AND SWFWMD STANDARDS, SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS AND A MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. 4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND WEARING SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE PLAN. ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS- PORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE DURING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION. 6. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE- MENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 8. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT TYPE S-3 COMPACTED TO MIN. 95% THEORETICAL MAX. DENSITY, ON 6" L1MEROCK BASE LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE LBR 40 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY PER AASHTO T -180. 9. PAVEMENT IN CITY R.O.W. SHALL CONSIST OF 2" ASPHALT TYPE S-1 COMPACTED TO MIN. 95% THEORETICAL MAX. DENSITY ON 8" L1MEROCK BASE LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO MIN, 98% OF MAXIMUM DENSITY PER AASHTO T-180. 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY, SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 11. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS OTHERWISE NOTED. 12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL OR BmER CONDITION. 13. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUC- TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND. 14. NEW WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. NEW WATER MAINS SMALLER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM 02241 AND 01784, UNLESS OTHERWISE NOTED. ALL GATE VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS. 15. REINFORCED CONCRETE PIPE IN THE PROPERTY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL "B" UNLESS OTHERWISE NOTED. 16. ADJUSTMENTS OF EXISTING INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 17. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 18. UNLESS NOTED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL CONSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM 0-3034 AND 0-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL BE BELL AND SPIGOT AS PER ASTM D-3212, USING FACTORY INSTALLED FLEXIBLE ElASOMETRIC SEALS AS PER ASTM F-477. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF THE CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT. CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, AT THE COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION BASIN{S), CONTROL STRUCTURE{S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS AND INVERTS. LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION. ..... o o C'\J 21. IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSITY, L1MEROCK BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION. 22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE. EXISTING ASPHALT PAVEMENT SHALL BE STRIPPED AND REMOVED FROM THE SITE FOR RECYCLING. EXISTING L1MEROCK/SHELL SHALL BE REMOVED TO STOCKPILES FOR REUSE. 23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM, SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 98% OF MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM 0-1557). 24. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. ..... o r-.:. "O;t 6i o O'l o en ::l <I: ::l .c: ..... en :s "0 C- Q.l > o u - LO o ..... o - ..... o o C'\J - lJ) .., U Q.l ...... o C- ~ lJ) en c: ..... :s co C- o - a.: 25. THE CONTRACTOR PERFORMING TRENCH EXCAVAtiON, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). EROSION AND liLT A TION ICONTI 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREA MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 25. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION{S) OF THE STORM PIPE{S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL{S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900. 27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG{S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 28. ALL SITE/CIVIL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER BEFORE INSTALLATION. 30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. 31. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL{S) AND PERMITTING. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING RETENTION AREA SHALL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL AN UNSTABILlZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. CONSTRUCTION IN FLORIDA D.O.T. R.O.W. NOTES 1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100~) 2. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX 700. 3. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. PAVING NOTBS 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND A~ STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN lWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDmON OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, 1YPE PC-3, ON 6" L1MEROCK BASE COMPACTED TO 98" OF MAXIMUM DENSI1Y, ON STABILIZED (LBR 40) SUB-BASE COMPACTED TO 98" OF MAXIMUM DENSI1Y PER MSHTO T-180. 7. HEAVY DUlY PAVEMENT IN PROPERTY SHALL CONSIST OF 2" ASPHALT 1YPE S-1 ON 8" UMEROCK BASE COMPACTED TO 98" OF MAXIMUM DENSI1Y ON 12" 1YPE B STABILIZATION (LBR 40) SUB-BASE AND COMPACTED TO 98~ OF MAXIMUM DENSI1Y PER MSHTO T -180 4. ALL PROPOSED WORK SHALL COMPLY WITH CITY OF CLEARWATER DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE PRACTICES: REFERENCE F.D.O.T. INDEXES 600 AND PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. 6. MAINTENANCE OF TRAFFIC AND SAFETY SHALL COMPLY WITH INDEX 623 AND BE APPROVED BY FLORIDA DOT PINELLAS MAINTENANCE OFFICE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVeD TO THE NEAREST EXPANSION JOINT. 8. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS. 9. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 1 O.DlSTURBED AREA WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS AND SODDED. 8. PAVEMENT IN THE R.O.W. SHALL CONSIST OF 6" THICK 3000 psi CLASS 1 CONCRETE ON STABILIZED (LBR 40) SUB-BASE COMPACTED TO 98" OF MAXIMUM DENSI1Y PER MSHTO T-180, SURFACE WATER SYSTEM REQUIREMENTS DRAINAGE NOTES 1. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON- STRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, FINE GRADE THE FINAL TWO (2) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AS SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 2. THE RETENTION AREA SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON- SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE- MovAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PERCOLATION OF THE STORM WATER. EROSION AND liLT A TION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ENGINEER AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING{S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED, RUSTING, CHIPPED, SPLINTERED, OF A TEXTURE NOT MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THAT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING{S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENTS ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: SANITARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE AlARM SYSTEM CABLES CONTROL WIRING SYSTEMS IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY THE ENGINEER AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL WORK AT THE CONVENIENCE OF THE SCHOOL SO AS NOT TO DISRUPT CLASSES AND INCONVENIENCE STAFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WORK PROCEDURES THAT ARE NOISY, CREATE ODORIFEROUS FUMES, OR PRODUCE A CONDITION THAT WILL BE DISRUPTIVE AT A TIME WHEN CLASSES ARE NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING{S). THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE OF DAILY CLASSES, BREAKS BETWEEN SESSIONS AND HOLIDAYS, AND USE THAT AS A GUIDELINE FOR PLANNING DISRUPTIVE WORK PROCEDURES. NOTES TO THE CONTRACTOR 1. NEW WATER MAINS AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP- LING OF NEW WATER MAINS SHALL CONFORM WITH COUN1Y PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT HAS BEEN ISSUED. 2. IRRIGATION NOTE: IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTE+.A WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPE TO EACH INDIVIDUAL PLANTER ISLAND. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. 100 " COVERAGE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL BE SUBMITTED IN ORDER TO AVOID DELAYS AT THE TIME OF THE CER- TIFICATE OF OCCUPANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM BE INSTALLED. 3. TREE BARRICADES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATIONS, AS PROVIDED BY THE CI1Y OF CLEARWATER COMMUNI1Y DEVELOPMENT CODE. 4. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. AND APPROVED BY THE ENGINEER. 5. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILllY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THR'OUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR TO REPAIR. 6. THE USE OF ELECTRONIICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. .~ ... tIl "'" ~ 11III III . I !,I,; ill z a~ 52 00 .. , "! . ~" .. _z . ...- o ~. .. ... .. Vi flIlI '" z 1::1 . ..- . x~ .. .0 II. . .~ .. .... . " 1ft .. I... "'z I ~.. .. ~ ~- z .... o S~ . .:. - > I . o . '" 1 1ft . Z" A J:; .M i o. Z -A . Iii ~ zO A ~~ Z -i · ZL- .. ... . :)~ .. i_ ~ ~. " ad . NES Comm.: 0105 I Drawn By: B.J.Y. I Checked By: J.Y.1. Issue Date: 01/04101 Revisions: No. Date Descri tion B DESIGNIDEVELOPMENT o PERMlnlNG & BIDDING o CONSTRUcnON DOCUMENTS U) .... Z ~ 0 z - 0 l- f/) f/) ~ - >- ~ f - :c L&. . t: ~ - 0 m (.) oIS u ..... 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U' V;:: .t/ // j3/~ /!J.JH.J.J.J.J.J.J.J.J.J.J.J.J.J11 i.Jv :'~' - i.o i:S 1>: 17~';, ~p:. . . r71' 3a83J, t// 1 ~1/1 '/ /Jj.J:J.J.J.J~.J.J.J.J.J.J~i 3&57 ir; ~ I I _ 00 E~ . . .. I t>v L..!..J 't>' ~'" %~ 2 ~' / /1- .JiJ.J.J.J~.J.J.J.J.J.J.J1 ~~ I I ~ i 138.35"38.45' t>., .".' I> .'~' ,17 1>, '.' 17 ,v ~JCZ.J I> . ~ &/~t- J[ JJJ.J.J.JJJJJJJJJ ..~IO .. ~~ I I~HI l" n:~lL' _ _ ~""'- _ ~'40~. " .. (; ~ ~ / ~5o~e ~U#~ .J.I-- .J-!-t-!-l.Jd:l-i~~~.Jr I ;.,:- ~ 38.A"\ _ . " I> '........ 3l451> ..~3&8lIU'" 39.oc 6 ,.~ '/ / / / 1... ~~J I, ~\ 3i4l I 1 WI. 1:oI.~f. . ''':'e ';"al~' N 'SW . . "'" ~.. '. ..!!!'..." I."" ."" '":a v~ '- 1 . ., "~"'.z. -" -.,. - --. -,i-- rl",,' ..~ \ ,...T.3P. " . -" t5! fR: A' C!?"... "2(lL, JGL . 17 yM45.... '... r138.68.~/il...4ll.78 4~ ....Ii.... _A38.69~.. ~ ~H". ,'y." ' , ''3a~L8DI, '\.... l33'" ' .:T '" '", ,,,IfJ.....' , "7J1 B.17 · ........"""'- ,,;....5, ')I' I JIt .. , _._--'....~'\7 ,,38,00 " :(., G,f.>"....,38.14 ,E'" ... " =..:..=- . . :::::.--"""59 - ~~ ~h; ~~~~ i 't ~.'" ~ - - - - I - - - H:. - - - - - - - - - - - rr::'- -;;; ==--"'; ~k" ~ ==-.:;;; - ~t. ~.X~- - ==-.-;; - -38.21, ecl"(~eu'bftt - - - - - --=- -)7- - - - - - - - - -:: -. --rr --. -1:i- - fr.'I'!-~- -~ - - a - - -, ~ _: mi [[ 37:~ 37,81 [[ 37.91 38.04 38,08 ill 38.29 \0-- 38.32 (2 LANE~r I II ~ ~RIM .~',38.~ 1 1 1 8 (70' R/W) 1 1- O ~~S ..31.87 -- + ~f:" ._31.74 38.57 3&74 6" CLAY _, - ,_._,_,-,---,_'-' .-. ~'_l_ _ _....~ IV,..:..~7~1_,_,_,_,~S__,_,_'_'_'_'-I-I-I-I-'_'-"-'-'Jr'-o-'~'-rl-'Il-A'~~~RI-I-'S'lJ'~-'-A V g~9.12 '39.02 ,. 38.99 / I "~_ 1 asphalt pavement / I -11 1 w v . - - - -i~- .. P1fIIE"'\- - - - - - - - - · - - - · - - - - - - - - -. - - - .- U r. ..... _ _ _ _ _ _ _ _ _ _ _ _ _ .._ . . _ _ _ . _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _. - - - - - - - - - - - - - - - - \ ,:;;, J.&R.l~ i:), 38.~ 38.45 / @ 3&30 1 @ lni 1 ~f:65 ~f:i'6 if;~ afg ~i,' cone curb 1m In ~41 ~y . ~~ dr p cur 1 ~f:l M2 .88 . ' . I 37,52...... C.L.. ~ 377,.681 ..",.45 o.pproxlMn te loco. tlon of I 3 48 _ _ _ - - - 8' wo.:tep-lIRe- per Clt) or-- J - - - - CleQrwo.ter Atlo.s .~ .... 41 e 31.6 31.6 32.3 LOT 2 LOT 7 32.9 32.5 '''A... p ~ ~ 13" 33.3 7"1:.: - f:!I33.ll 33.1 Rill ELEV. , 31.61 E INV. . 12," \ S !NV. , 25.39 NW INV. . 18.39 W INV. , 12.11 I 33.~ .0 33,60 5 o a. 34.03 e 34.57 '"0 35,62 35.26 P.P. ..... o o C\l - C\l ~ ...,. 6i o en o en =' cc =' .c I- en ~ "C QJ ..... '... en .- In o - o .....- ..... o o C\l - In ..... U QJ ....... o c.. ~ In en c: ..... ~ co ~ - c.: 37.61 '!It'.. 3723 T.S.P. [A7.17 37.12 U:ga ~ V, - H:jlf. v. / , ' 7~i:~ 37.61 .,' ,.."nr rllr! T~~ 37.481h74~ b~.lJJ,!.~39.~ T.S.P. )f" N INV. . 32.31 ... tIl cn' ~ . .. CD 1!5.74 _ lJ4.07 - ~ '34,07 ~ t--. 34,17 34,0 ~23 ~Zl DEMOLITION NOTES L!GI!ND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. SCALE. 1..30' REMOVE: '?'> <: ':~':::~' ~: ~;, :;:...: o 11 30 eo 10 CONCRETE OJ [I] m m m II) II] 1Il REMOVE CONCRETE PADS, CURBING, AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. REMOVE ASPHALT AND BASE, - ct8f C .4 ".a.' . Op.. -.,..,.: REMOVE EXISTING STRUCTURE AND FOOTING. REMOVE EXISTING FENCE REMOVE/RELOCATE TREE. REMOVE CURBING TO THE NEAREST EXPANSION JOINT. REMOVE EXISTING STRIPING. J III , z =~ 52 00 ... , 't ~ ." ... .Z ~ .- o -~ .. .-- .. Vi f'IIlIv. z 1:1 ~ ..- ~ X~ ... .0 .. · .5 .. .... 'I'" ~ .m ... '" z z . ... ... .. ~ -- Z .--. o S~ ~ .:. - > Z ... . o . 'r M . Z" A~ .'" i o. Z ~A ~ I; ~ zO A v~ Z ;;I . . -II .. z.. ... . ::>> ~ .. R. - .~ ~ 0::1 " "''' . REMOVE EXISTING POWER POLES, OVERHEAD WIRES, GUY WIRES, TRANSFORMERS, BOLLARDS, GREASE TRAP, ETC. COORDINATE WITH FLORIDA POWER, VERIZON, TIME WARNER, ETC. REMOVE EXISTING SIGN. NES Comm.: 0105 I Drawn By: B.J.Y. I Checked By: J.Y.I. Issue Date: 111/04/01 Revisions: No. Date Descri tion III I1Q) REMOVE EXIXTING 6" & 8" CLAY SANITARY SEWER, GREASE TRAP, ETC.. CAP AT PROPERTY LINE, COORDINATE WITH CITY OF CLEARWATER UTILITY. [ill a I I I ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. ~ OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. [!] REMOVE EXISTING STORM SEWER PIPE AND INLETS, CAP/PLUG AT PROPERTY LINE. 38.59 B DESIGN/DEVEL-oPMENT o PERMlnlNG & BIDDING o CONSTRUCTION DOCUMENTS z ::5 A. W .... - en z o - I- - -I o ,,:E U:.I. . .....~'::- ."f/;;2 " ,t~.. ~'1~, ,t ". ,J. 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I i - conc- _ 1 story r'lo.sonry #607 \ wood ---X' I' pord ~ @7" ~ 15' RIM ELEV, , 31,61 E INY, , 12.11 S tNY, , 25,39 NW INV. . 18,39 '1/ INY, , 12.11 I \ I ~ I \ /lJ .::i. cs d '$ ~ VI U ~'6"b B ;. / I, .-/ i , RIM ElEY, , 31.49 'l..' " \ SE IN~\-~ 28,33 '" I N INV, 25.61 I 'II ~Y. \2Z- \j~, ~ '\ ..\ /-----------~OATB~~:V" 31.29 RIM ELEV, , 32.06 NW INV, , 26,56 \ \. \.\)?;[ ---- ~ drop Curb 0. spho.l t po. ver'lent 1 story wood I@ fro.r'le 16' @ cone drive INDJl~~Ni\ 1\ VENUE _.L~eo~~l{-Z-Ti3~~~S) ~v~ 3' H/W) 4 Conc walk - - ...L ~ _ 0" ./ conc\ J asphalt \ - 13" ~ J conc \ telephone r'lo.nnole ~; 2 conc c ~ alt pay Cone cur - --- - I: --- ---- .-----.--- ./::'> ;X" ":. ....: NEW 4' WAtK <,:,:: ':1 ~:~~OC-___ ::I~gkO~~'V I. RET AIL 1-- 8 '. '-.5!J , ..~. r I I I I I I I , I x ~" /'<: .J I 4 200 S F I I .. w~~1ir ' · .-ii ~ ..... 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I ~b III Il~VO~~~+=t=21=\E;Jr err- r- r- r-Fr:::::;;r~ r- r- r/ '- - r-- :..:;::.. ./ ."0 ,'\;IJ1y .... :.. l~;(~l EKT R .... / ~]NERATORJf"U\:-:" ~ / ~~ \~~~-"~~_.. r \\JIA~\9~t:/;z:-:j . ..n :;.;.\J (XN' ,/,' ~'>~..:.) %0> <:w <>>.. < fj~j :(. drop-- curb 8 / ..../ .-.. ~ ~~ ~O:: ~o oe u .::i.1 ~ I ~ I ~ ~' $~ rb wi ~ ;J I~I l;jll .p c ~~ ~~ 08- ~~ ~i ~~ r- I I I i I ,~ ~EW-~ '46'W 281.41 - .z "", GRATE ELEV, , 31.71 nlROAT ELEV, , 30.98 N INV, , 28.90 lillOCKE!)j S INV. , 28,00 ':' OUTFALL STRUCTURE TOP OF STRUCfURE , 2465 SE INV, , 18.79 ~ ..0 I- ::l U . a. o I- 1:) -0 I- ::J (.J () C o () .-.. ~ ~ 0:: . CXJ ... o ~ ~ EXISTING ON-STREET PARKING ~ ~ ~ Z~ ~~ ~ ; ~ ,g a. Vl " ~ ..: 3= u z o () "'- /---_.,., " -.. l [l[0 ~ \\? ~ ..~ \V !;!;Q . . ...0;\\ \ ,,\v < Q ~ \ -0 ~ J .~\. \ Ir ~.\ I ~ k0\~ $f-; ~<( ;j ~~~{~\i ~~ 'J \ cf\, ~~ $ / \)~ \ Co ) I ,I ( '" :~., I:>': :~.ND.' '. <( .9~ (FULL ACCESS) '- ....... ..."K ,:\:<:> 'c >coNG~W I I I I I I 1 .' I. ... : RET AII.;----PlANTER- - I - 8,450 S.F. I I I I 'CONC. I IAlK~ ; I \ ~ --hi! Nofor28'W 2 ~~,,- -- I' : .NEW$CONC;>$/W> .... ..... .... ......---S/<<. \iV,1 " ,~~~ ...."" RIGHT :::u___.~...c==-:? RIGHT OUT IN Co I -; '/ I ::.' '" - ~ ~ ~ U U u z c 0 8 ~ I IX) W I ~ L., 1------------ ,..,3' CANOPY 4' CONC. I WALl< drop curb ~ " I / -0- TRAFFIC SIGNAL / I " ~./ 0, \ :/j ,.). 1 0. .\ l/ /.//;~) (,/,\ '?) 1 \ \ (r/ .\/. ,J \\ l/t$r;~/ :\ 0//~') ,/;) $ ") ~ dcop m"-- r - " CMC c..,h ~ r ~ - - S Oti1'38'E: 1kH..1!J - - i8" ~ 11:~ ) flETENTlO~ ' \'fPOND V/y ~:J r ^ .~ ,~J r~ !~\~ //"'- ~" ,:~\:' ./ '\ y \... I it> i--- ----. ~ 6"@ i--- ...: ..::<<~ f .f;l,~ - -~<I l) · r-i;~ u...L- B ~ .If p c c: /lJ Q,; E: ::6 '. I~ ~ .~'~ j: l 8- !~ : Fe.Q .p I~ ~ 1 :~t i ~ ...... 36" I ~ I lfJ cone ~ fZ ~ u v: ~YJl ~r~ QI~"" d '$ , 5"; 1 .... ~ I I 5'5"~ " ~. ~61 .~: '~ ;' .::i. CS ~ U C o U .~ ~ I ~l ------ [\ x ../ .. ~__ I /. S 03'20' --- J j l : JS -- ;::: "'- ~ \ , I . \ : ~ " .. in 16" en I I I I cone flur'le T rs, .. ~ o tn ...- ~~ ~~ > cs~ ~~ f~ R-lfJ cs . . ~ Z ~ ~ ,---. ifl ~ Z j :g r' C\1 ~ -- ~ - ~ ::.:::...----- ..' ~ ~ ... (J) ... ~ : 21" ,'. i' b~ - 0 >:-\ I //" / \ 1 j )'.\ L- /c\, c u lJ" t' ///' \ 0) //// '. ------- ---~ ~ / . f\{j kJ1j) ) ! I' ' / -~ w I~ .D '- ~ u u c o u con . I ~ I ! ~ > g - ,- ~--t 0000 I < ~~.~~. I) ~> -'--.~ , .: -~ MONUMENt D \ . .. SIGN \ j/ T~ ..... .'. ..... > · 't:-.;;t \"" Y (FULL. ~::rrs. .,/ ACCESS) ~ ~ BANK 3,750 S.Fi-=- ~MAX. 35' ..~-- I> rl ~lkA..-J1 ..:. I- N 5' ~t:=- UlI\ IJ CON , S/W A V E. N + (2 LANES) \~ fr... ./1) / t,,",,"'/ \. ' PARKING TABULATION SHOPPING CENTER PARKING INCLUDING OUTPARCEL TOTAL BUILDING S.F. 200 44,087 PARKING PER 1,000 S.F. 4.5 LEGEND ITE.'~," r'....-...'-Ft.....I/".....~(".'... t) ." . . ...... .~,...,...,. ,,,,",.~,, "..". ....-0"__ ~>.'" ."" I . "".'- ~~.... ..:~~:=:.J.'_H 1" ... ....eM.. I /-\_.-..-....\.. ~~__ _ -\-~r:--... '---.- ._. -\_- ~-- ~ - l ~---_.__..__\. ._~ NEW BUILDING NEW CONCRETE NEW ASPHALT NEW HEAVY DUTY ASPHALT -re y 1~ljlJ t{ " p (t~ f '""-, , .">...,, .r') f ~ )L.r \.'. yjC"" ",/ . f).." V' '\ r (F. IJ I " j pt Uv\ ) 16 v-C cr v'( ~(/c{f7)~ \. " ( Lu tl,./\.A (d I '!!!:,.lIf~lli\~~:!itb,'" i_ U~ ... Vi .. SCALE. 19.30' 30 0 15 30 80 ~ ,~-- 'f '. '-- - ,""'" \1\) .., .. . "' "'- .." --------~~ ~-- -~ nQ . ~) uy~/ 1(\ ) V) t)0 if .~ \ \ ~{\I r rfi ~J w ((l I 2 s~ ... cp \I. .. .. \J .. "f Z ~ ~- o -" A. I'Illt A. Vi '" Y\ Z e~ .. ..- ~ )(t .. ~@ . ~% ~v .. ~= . IV. .. M III Z 'lllfZ ... '., II ~ -~ Z 1'Illt" o St ~ .:. - > Z III 00 o f> . "r' '^ ~ \J a~ Z ..= i o~ z ~a :! ei2 A. %0 a \I~ z Gf .. .. rAm .. :c I- .... . ::).~ 0>- .. "^ ~ - ~.-c( ~ o~ V ""\I NES Comm.: 0105 ] Drawn By: B.J.Y. Checked By: J.Y.I. Issue Date: 01/04/01 Revisions: No, Date Descri tion (. V)/\)(f f. ii ( t...../') j . j - 1 ~ DESIGN/DEVELOPMEN'T I o PERMITTING & BIDDING I o CONSTRUCTION DOCUMENTSI 2'-; Qc37 ! 11 Z {; 0 (5 (! 5(J ), -7 (,~~'(\ "....)J _.J -.----....-. " .....- ......'""--.- -Pu at )( r2 f~-r/} / L / (l E= 'rr-n L Z I j ~ J~)!(f0/(_ w ~ z o CI) CI) Q2 >- c( Z ::J: <C 0. t: ~ II) ~ (.) :e . t- M t- Z M Cl)e(W c:( ~c::& c wQ2:5CQ2 ~girl~g ::).....G'jD:1.I.. >< ~O:c~oE _wwwww ....I Z !:: t- w t; ~;::-~-- ca8~3iu)~ :? ~~~~~ ... CI) (.) LL. ... (.) {!7 S 7 Best Copy l\'lallable z ::Ij a.. w I- - en " z - ~ ~ U) "CURB .=-;\ N , (lYP.) l~i!(W i .- . .-....>., ''I' . t"'",,',,~> <<T~->>';>> ....<J< ,<X/NEW 5' CONC.s/w "-'.- &/ \ /- -/ ..-..-...... ~oc mb ~7a-..;~ LANES) l;O,~;\ Imec\ FOR T ;;;~~c~ 0 )?2-;~~ 0\., P lJi}\. r-:o\.'~...':/). /i) ')'t >1 vI- ,(Z \V.c;!:'/ / / ________ ''-....._~~--::::----::c:c=~._~.-.-=---------- '-~ ) BfO\~C rll{I/Jr t)JV I ~I-~~ d -t (Y 0 ll0VtcJ/) Vv \,..t._ , \ r ~u fl 7f f'" C3.1 i . L:,-:. ., - o ?a ('I") ~ ,:..: 10 cO - 0'1 o en :::l <C :::l .s::. I- en :J: '"0 Q) ...... .... en - 10 o - o - - g C\l - In ...... U Q) '-. o c.. a. - In Cl c: .... :J: lQ ~ - 0.: '(1) "li> <C :ti ~/ d :>. 1fI U~ d .9 u +' 10" 32.~ ~ t <!: · 33,3 33.2<4 d c. t 132J-- '1~3 33.38 '33.26 .~ QI ~ \ dlr ~ ~ ~ I drl e ~ ~ ~ L_ C.1fI d m-- C.dQl d OlU P.P, 8 om38we 116.00' - - - - ~ i9r r m,: 32,77 ""~. 34.07 316 '31.6 - - '32,3 ~" '34,0 36" I , ~" 33,0~ I' " ,-.. ~ ~~ 3.6~ ~"O C.L.P. oe u 33.95 34,0433.9 C o~ ~~ 08- o:=~ ~-& :I::~ 33,93 32.94 ~ z 34,25 ~I ~I ~~, '34.23 '32.9 I t~J ~"f r' . 33.8 .Q ~ :l U C. ~ o ~ -0 . Oii~ ~ 33.17 . 3Ue .... c Qj E: Qj > d C. '34.30 '33.3 7'7: If) ,33.0 '33.1 33.3 ,18 I I 1 story wood fro.M go.ro.ge 6' wood fence He I t:NT1ON POND ~ EL. 34.0 BOT. EL. 30.0 I Rill ElEV. , 31.61 . E flY. , 12.U S flY. , 2~39 NW !NV. , 18.39 W INV. , I2.n T 1 1 I .1 a.. ~I ~I 1 RN ElEV. . 31.49 Sf IHV. , 28.33 N !NV. . 25,61 I W !NV, , 2M8 1 .... d .s:. c. 1fI d IU .S2 ~ :l U C. o ~ -0 ~tro 33.36 33.09 I. M" :;1:1 cone '34.~ 34.8 ,34.89 34.6 34.74 '34.64 34.86 34.2 '33,89 .. ~ ~ d ~ U 8"6" 5 U ~ ~r ~ 15' Q.o d ~ 1fI ~ d ~ u c o u 35.32 o.spho.lt po.veMent 35.06 1 story Mo.sonry #607 35.42 1 story wood If> fro.l"le 16' ~ 35.16 ~ CONST. NEW Y.H, IN EX, UNE TOP a 32.0 EX. INY. EtW 25.59 (VERIFY) NEW INV. (5) 27.91 3~07 35.34 35.51 ------ , 35.19 35.16 cone drive I I /34.70 I ~ 1J5.Q.-- w.~---~ 2 gas line ,,-ltE 33,39 ~ . '33.82 , .2 .Q ~ :l U U , C 33.40 0 U / ~~'i ~~.., ~'u '/ / // / OUTFALL STRUCTURE TOP Of STRUCTURE , 24.65 Sf INV. , 18.79 1 drop curb 32.28 8" .... 31,90 co,,.. curb I I _ _ !:J5'R.C.P. 31'r' -- 32.0 . 33.63 underground utility vo.ul t 33.90 a. 34.03 e 34.57 '0 ~I I '34.7~ 'f f Cb ~ i ~ ~ Y1 38.59 34.67 34,36 .0 ... :J o o c o o ~ Z76 ~~ . co 35.62 35.26 EXISTING ON-STREET PARKING It 37,62 ~~ REMOVED '37.78 '38.39 37.66 - - - - -..wr-- - -- ..38.3 ..,...,., 38.171 L 38.17 ,0:: ~ 38.16 : --.. '38.77 .,06 37'3 "'\.. 1 : 37 ,I 7. " ~ 38.22 36.96 36.48 I I I '37.22 I I I 1 1 I I '37.55 I I I 1 1 I L.p. .37.92 .0 ... :J o a. o ... "0 38.~ - 411I 7,1 -t _87,: \ !f~-i tltltl -1-1-+ - ~~ - - ::1--1- -t- 37.u 38.10 I I f7 'tM g37.79 037,45 o . !Xl 36.6 37H BANK 3,750 S.F. MAX. 35' F.F. 88.1 I ~ 37.4 38.64 '1 I I . '38.89 R ~L-------. 79 - 8,460 S.F. F.F. trlB I I IF.F.~ I I I I F.F. trl.O ,38.26 .88 if.M I 137.0 \ ll' ~ 38.23 .0 ... ::l o o c o o T.S,P. (70' R/W) H A R '39.R ISO 39.02 38.99 ..,.,.. _________38.83 37.7 37.0 3 t to F.F. 98.5 38.40 ~l:fl 38.88 38.69 38.68 62. 38.6 ~:gs 37.86 37.:12 37.5(1 38.03 37.69 37.81 38J5 37.83 37.91 38.28 37.9~ 38,04 38.17 38.01 38.08 ::: 2 cone cur ::~ 38.29 38.32 38.46 38.25 38.53 38.28 (2 LANE~7 38.45 38.13 38.22 38.35 38.10 38,22 ?' ,..,.,n,.. I"'llrh ,JI / -0- TRAFF C SIGNA / I "- I @ drip cur 1 31.52 c.L.P. I JU, T.S.P. A V E~u N 38.74 F o R X3 38.~7 38.45 asphalt pavement (2 LANES) 38.62 38.30 38.41 @ 38.30 38.10 38.14 38.4~ ~ M 38.39 ~3 38.29 38.44 38.13 38.13 I~ 38.05 ~~ ~t:88 . conc curb ff:~ n: P.P, T.S.P. .4~ .. Z =~ J 2,~ ~' .." -. .. 'lltZ . 'llt- o ,~ . ~. Z s~ . ..- ~ x~ ~o . .z .~ .. ,,~ . .... ~ ;z 1M 'llt.:.i ~ -- Z t-t. fIIlI~ o b. . ... - > Z 1M NES Comm.: 0105 Drawn By: B.J.Y. Checked By: J.V.I. STORM SEWER STRUCTURE TABLE ,1 # STRUCTURE TYPE TOP. ELEV. INV. ELEV. 0 TYPE "c" INLET 34.8 31.36 @ TYPE "c" INLET 34.5 31.17 0 TYPE "c" INLET 34.5 30.99 @ TYPE "c" INLET 34.5 30.81 @ TYPE "c" INLET 34.5 30.63 @ TYPE "c" INLET 34.2 30.40 ill TYPE "c" INLET 34.0 30.11 @ M.E.S. --- 30.0 @ CONTROL 29.0 STRUCTURE @) STORM M.H. 34.6 28.74 @ EX. CATCH BASIN 32.77 E INV.=2S.47 rr/N1I;r2S.47 S NEW -27.91 ... til ". SCALE. 19.30' 11 30 eo 10 o ~ .., r- II STORM SEWER LINES SCHEDULE LINE LENGTH SIZE TYPE (FT) (IN) SLOPE(") (D-@ 62 18" RCP 0.30 @-0 60 18" RCP 0.30 0-0 60 18" RCP 0.30 0-@ 60 24" RCP 0.30 @-@ 78 24" RCP 0.30 @-0 98 24" RCP 0.30 tJ)-@ 38 24" RCP 0.30 @-@ 83 18" RCP 0.31 @)-@ 277 18" RCP 0.30 @-(I) 140 2" PVC FORCE MAIN 1 . o . M . 1ft . Z" A~ .M i o. Z ~A . I; ~ zO A ~~ Z . .. . ~f5 .. ~ . · 8~ .. '" 1& - 'llt~ ~ Sv . Issue Date: 01/04/01 Revisions: No. Date Descri tion B DESIGNIDEVELOPMENT o PERMlnlNG & BIDDING o CONSTRUCTION DOCUMENTS Best Copy Available z :3 a.. LI.I I- - en LI.I ~ <C z ~ Q Q Z <C c:J Z - Q ~ c:J & z o o o - ~ r.: :c f t :IE ofJ 8 ~ ...: ~ ~ 0CCu.a ..c a::Q:E Q u.aii~Qii 19"'~9 ::>>u.~~u. >< =al~~al _ u.a u.a u.a u.a u.a .... z =c t: ~=c tasliuil i?~3~i~ ... 0UU....U C4.1 ._---_.----:-:-----~~\.\., .... o o ('\J ('I') ('\J CO U"l o .... 0'1 o en :::l < :::l .r:; I- en x 'CI Q) ..... .... CJ) - U"l o .... o - .... o o ('\J - en ..... u Q) ...... o c... 0- - en en c: .... X It) c... Q - a.: I I I I I : .~.03 I im I ~.r.. 3f9 ' I _ I I f j - U !3'40 ~ S.C,O. U 6. TAP - I I I >- I <:I: - o I lD - 37'" h7.47 , .ON -37.0 I I I - 0 I . _ 00 I ~J11i I I I _ _ _ _ _ _ _ _ KllIo _ _ _ _ _ _ _ _ _ _ _ .. _ _ _ _ - - - ~ - - - - - .....'" lit .........-&IiI - - - - - - - - _.4100 -'1- <<JIIIII()II1ill 31.52 37.69 37.83 ti\, 'I" 3."..1 tl'l 38.01 38.21 I 37,50 37.81 37.91 38,04 38.08 38.29 II ~ I RN ~~'.3!9L (70' R/W) O .,31,87 ~Fif . . 31.74 6" CLAY I _ _ V. s 31.75 38.45 38.57 38.74 ~ -0- B J'if'- M'~ -u n -y ~ I 1tT - I A- I V - t:T" ' - , - , - , - , - , - 1 - , - , ~~ ' - 1 , ... 1 _ 1 _ , _ 1 _ , _ , _ , _ , - , - , - , - , - , - , - 1 - 1 - , - , - 1 - 1 - 1,- 1 - 'r 1 1 , 1\,' - ~3 ,-, I:i- ft ' I\, 39:0.1\,' ~ - 'S' V - 1~ 1 - fi ~ '39.12 '39.02 I ' / I '- ~_ I aspholt pavement .' I ....ll I wv I d,l. c~, ~i ....-- - -- -- - U ii -- - -- --- - - --i-- -- -- --- -- - --lie - ---- -- - --i-- -- ~::: ::: i -- -- -- -- - ---ill-- - ""(~- UNEST ji -- - -- -- -- -- i -i@---- I I '@) ... 4'@) ~ u/ ; d >'1Il U:ed I EU:p ~ I OJ~<[ I 32.5 +> OJ ~ .....'1 d 0. OJ 132']- - 313 .~ OJ +>, dlr I Xed I ~:::; ~ L drl e I 0. III d m--...... 0 I 0. d ~ ~Nt d O>u I I' ="' ~i'! ~~~~ J ~ o >. 1 c :e 10" II oU :p I d ~ III I g o.~ I I -OJ~ I I ClI c I +>:::;~ d OJ I -~ ~~ II o+'~ I l.. ~ l.. I 0. d A.. Q) I dNU I 34.8 . 34.' I 34.86 34.2 I I I ..:!I dl ~I UI 8"6" ~I UI ~ I '<tl I 3e.51 I I I "~ ~~ I 32.17 8 Onf38we 116.00' - - - - ~ 3L6 31.6 ClI d ~ III - 33.3 .l3.24 I ~ 33.38 3326 i ~ .-., - (/) ~ Iz ~ -<'I !:...-. " I . r:-' ~ -Ci 3,6~ I ~ 0 (.LJ'. OlD 0 ___ I U 3195 i 4,04 33.9 - ~ ~ ~ ~ ~ I o [ i ~ j i < ~ 1- ~ p::d _0 1 lD 34.6 _ 34,74 34.64 I I I I I I I - - '32.3 5" '34,0 5" 36" I , @) ,33.0 '33.1 II" . .:x: I ~I ~~. '32.9 RETEN110N POND 33,3 1 story wood fro.M go.rage 6' wood fence l' I I I I T I 1 1 .1 a.. ~I ~I I I RIM ELEV. . 31.49 SE INV. = 28.33 N INV. , 25.61 I W tlV, , 25.58 16" @) I I I I I I I 34.96 cone I. ~I '34.5 34.7, wood pore .. ~ ~.,. ~ IS' 1 story Masonry #607 3e.42 35.16 RIM ELEV. = 31.61 E tllV. , 12.11 S INV. . 25.39 NW tlV, . 18.39 W tlV. . 12.11 - ~I ....l u- lDl 3e,32 QsphQlt po.veMent 35.06 1 story wood .~ fraMe RN ELEV. , 31.30 NIN'V:"", 28.20 . " S INV. , 27,71 \ E INV. . 27.70 W INV. = 27.76 \ 35.34 35.19 I 35.16 - I --- cone drive I I I ';0 13" ~ .2 34.70 33.64 " .~~~" .>..- ~~ '/ JI " ,," ~ " 2 gas line tIIATE ELEV. , 31.77 AT ELEV. = 30.98 N INV. , 2a90 lllLOCKEDI S INV. , 28.80 _ _ ~5.R.c.P. 3I'r' -- W.V. 32.0 . OUTFALL STRUCTURE TOP Of STRUCTURE , 24.65 SE INV, , 18,79 1 1 I 1 I I .1 ~I ~I R 33,94 .a 33.60 5 o a. 34.03 e 34.57 -0 jUl 1 '34,75 J' t (J;, ~ a)- E'86 t58 I 3e.28 ~ ~~ . ~ lDl f1 .a ... :J o o c o o . 00 35.62 35.26 EXISTING ON-STREET PARKING ..ElM ELEV, :26~0_ s tlV. , 32.50 SE INV. , 32.46 E INV, , 32.48 WINY. , 32,46 ~u, '- P,p, +36.3 38.17 38.22 36.96 36.48 5/8- TAP '38,77 ....ETER/BFPD 1- PVC W.M. r......... · .:....__31. .a ... :J o a. e -0 I !:t~~ i tltltl -1-4- ~~ I I 37.4 36.6 37.17 BANK 3,750 S.F. MAX. 35' COM 'Nt( il.~ 38.09 .88 +37"0 37.3 36.6+ 37.0 37.0 37.4 L.P. 38.88 38.69 38.68 T.$,P. 62, I' l~ . . f-4 ~74 3.87 .~ z =~ 52 00 I- , \f . ." .. "Z Ie ..- o -- .. fllt .. ~ ,.. '" z 1::1 . ..- Ie x~ I- .0 .. . .z .:.1 .. "l- . 1m .. MZ Z .. ... .... .. ~ -- Z fllt . o S~ Ie .;. - > z ... .32.94 ~ ~33.05' I i~ I i~ ~.23 ~,25 '34.07 34,01 .34.17 ..Q ~ j U - a. I~ o - {; ~PI~ ~ 31.17 . ~:~ o+> I~ -f: I~ -d 10. -+' I] -a. I~ 13 i i~ ~t.~ 0 33.36 33.09 I I~tii M' SCALE. 1-.30' ~.30 o 11 30 10 ,33.93 ~ .- .. II 33,89 . o . M I 1ft . Z" A= .M i o. Z -A . I; ~ zO A ~~ Z . . .f5 .. z... .... . I~ ... O~ M" ::t. d ~ U C o U . 33,82 Cu 33.46 33.18 0SlR- ' w.v. NES Comm.: 0105 Drawn By: B.J. V. Checked By: J. V.I. 33.90 H:~ 33.tl4 T.S. .... 33.63 underground utility VQu\ t 34.07 Hft 34.41 34,23 34.25 '34.47 '33.9 t:r4 MI4 34,73 .- ~ ~ Issue Date: 01/04/01 Revisions: No. Date Descri tion r~C ~. 34,52 .... T,$. 34,65 34.25 3e,74 ~ o UJ -- 37.00 ~ ~8 ~ ~l' &~ +>0::: ~~ lUJ ~ :476 ~A :::J o o c: o 38.59 -- '(J) ~ ~ _~.39 l!,w.94 , id Ai~ . ~7.14 -<D :{' ~,oJ' " B DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS '~ELEV. . 37.48 N INV: ;"14,50- Sf INY. , 3e.tl4 E lNV. , 34,94 W INV. , 34.94 - I I 1 I I I ~7.78 , I m~. 37.42 --.78 3Hl .39 37,37 37.66 g31.79 - 837.45 Beat Copy AVailable z ~ A. LLI I- - en U) LI.I - I- - .... - I- ::a w ~ z o o o ~ ~ :c ~ t: ~ = 01 ~ ..... · z ~ ti-cw 0:& ;! f5i2A.Qi2 1i99~9 ::..,.. iC a=: La. ><=G!Q~G! - w~lUlU~ ..... ~ I t: ;:;! I a:.8~luia= :::>> u.i ~ a: ;; ~ A.uiu~=cj . 00 38.10 382 L,P;#' , - ~ ~______________.._________~__.~v__~__~ 38.2~ 38.28 38.13' .- (2 LANE~'r 38.22 - lit j~:gg - H~ w.v. I T.S.P, QPprOXIMo.te locQtlon of 8' WQ ter line per CIty of' CleQrwQter AtlQS blM ELEV. . 39,01 N 1Mv.-, 32:3i ' - 1_1_ 38.99 - > i}~:~~: \,~.if;~ .' ":~,~: C5.1 P.P. T.S.P. .i."..'" j ~ i I .lll 2-' ',-1/2-x1/2- 1HGL ~ r~x3/8-' ~ _ SI\JIl GRAlf: FRAME w/SI1JO. STEEL FRAME W/2 N<<iioR STUDS PER SlOE - EQUAL CENTERS, <W..VANIZE AFTER FABRK'ATION ANCHOR 8TAtIWI) DETAL 18- . 3'-1- .~ ~ S~ t= , "- . ." .. .Z . .- o _M a .-.a z &1 . ..- . x~ .. ~. . .:1: .~ ~ ~~ ~ ;z ... ..;i ~ -- Z .-.. 1llI~ o e. . III - > ! ~~N BA~ TOP OF BANK 2- H GREASE SKI......ER OREASE SKI......ER {SEE DETAIL) BOTTO'" OF SLOT ELEV. 31,05 A 6- FFf I U 2'45'bJ I 9 it) NOTE: ALU...INU... BARS 0 6- O.C, TOP VIEW POSmoN CON1"ROL STRUCTURE AT THE TOE OF SLOPE 18- RCP INY. ELEV. 29.00 ... tIl w- BOTTO'" CAST IRON RETlCUUNE GRATE. TRAFf'lC lYPE CH-20 LOADING) W/2 SIDED GRATE SEAT 8- CONC. WALL 4000 PSI 0 28 DAYS 14 ~ 012- O.C.E.W. ',' .. !I '.. .,.., .....:.... ." '.- . ' ','. . GREASE BAFFLE TO BE 1/4- THICK ALU...INU... w/STAlNLESS STEEL ANCHORS 3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE, 4 PLACE GREASE SKI......ER. 1 PLACE EROSION ae SILTATION CONTROL SEE SHEET C1.2 AND PLANS. 2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN WITH PIPES. SIDE VIEW NOTE: 1. CUT PIPE FlUSH ;t~ FACE OF 2. MORTAR II01'TOM 10 MATCH INVERT Of' OU'WAU. PIPE. SLOT & GREASE BAFFLE DET AL N.T,S. 5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S). CONTROL STRUCTlIE N.T.S. ~ . .. II . o . 1ft . 1ft . " A'-' Z .= i o. Z I&A j I. &. zO A ~~ Z . .. j zli ..~ . ::>> ~ .. ~. - .~ ~ 2" YTERED EN) SECTION DET AL N,T,S, ~BAstl N.ET DETAL N.T,S, f( I t . f( I t 116' SAND BASED SOD SEE PlAN P /L NeE SOD 1/2- IlELOW PA'-'EMENT FIN. GRADE PRIOR to SODOING POSlT1\IE DRAlNoflGE (4:1 MAX) MEET' EX, POST OPTIONS: 2-x4- OR 2.5"D1M4. WOOD; 1 ,33LBS./FT. "'IN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND EXIST. SURFACE .1 I. 6' MAX. SAW-CUT EXIST. EDGE OF PAVEMENT ae BASE PLACE SOD 1/2- BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING ......-- POSITIVE DRAINAGE NEW SURFACE CClMPACTED CROUND SHWT=28.0 ~ EXIST. BASE NEW BASE NEW SUBBASE SEE PlAN P /L NeE SOD 1/2- IlELOW PAVEMENT FIN. 0IWlE PRIOR 10 SOODINO POSlT1\IE DIWNACE (4:1 MAX) MEET EX. CO"'PACTED GROUND ~ BAstl DETAL PRINCIPLE POST PosmON,,_ CANTED 20' TOW~D FlOW FILTER FABRIC EXIST. GROUND PLA,ce.err OF SOD AT PA VBI:NT N.T.S. PA VEM:NT TRANSITION DET AL N.T.S. NES Comm.: 0105 Drawn By: B.J.Y. Checked By: J. Y .1. cototPAC'ItD GROUND GROlN) TRANSITION AT THE PROPERTY LIE ROOF DRAIN SL T BARRER DET AL N,T.S. N,T,S. FIN. GROUND ASPHALT 0 1/4- PER FT. MIN, EXCEPT AS NOTED UTILITY (I,.. SANrrARY SEWER, WATER SER\IICE, ARE UNE OR STORM DRAIN) BY SITE TO 5' FRO'" BLOG, 1-1/2- 1YPE S-3 ASPHALT 0 1/4- PER FT. "'IN. EXCEPT ~ NOTED Issue Date: 01/04/01 Revisions: No. Date Descri tion U...EROCK BASE I=".D.O.T. CERTIFIED CO...PACTED TO 98" MAX, DENSIlY 111\==1111-1 == 1 :::1111 111\ II 6- U...EROCK BASE == - - ~ F.D,O.T. CERTIFIED COMPACTED TO 98" MAX. DENSIlY SUBBASE STABILIZED 40 LB.R. CO"'PACTED TO 98" MAX. DENSIlY NEW SURFACE (SEE NOTES 1 ae 2) EXIST. SURFACE U11UIY WITHIN 5' OF' Bl.DG. BY PIJJMIllNG CONTrW:TOR, F1tW. CONNEC'llON BY PLUMB CONTrW:TOR UNLESS OTHERWISE COOROINATED BY '1llE G.C, ;::::,'~;:;';'~: ,~;\,';>::, ~::::\~~::::,~r~ ~~:::~:-::X;:::;I SUBBASE CO"'PACTED TO 98" MAX. DENSllY l' UTUTY CONN:CTION AT ALL BlLDNGS N,T.S. EXIST. SURFACE ON SITE PARKN3 & DRIVEWAY SECTION N.T.S. IN R.O.W. & DRIVEWAY SECTION N.T.S. REPAIR OF' PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURF'ACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN, OF 1-1/2- ASPHALT F.D,O.T. 1YPE S-3. 3. BASE MATERIAL SHALL BE P~ED IN 6- CO"'PACTED LAYERS TO 98" OF MAXI"'U'" DENSIlY AS DETER...INED BY MSHTO T-18O LAB REPORTS ARE REQUIRED. 4, BACKAU. FOR TRENCH SHALL BE PLACED IN 12- CO...PACTED LAYERS TO 100" OF MAXI"'U'" DENSIlY AS DETER...INED BY AASHTO T -99, LAB REPORTS ARE REQUIRED. ~;~ ---q 18" MlN, VERTICAL ct.ENWfCE I 3/4- SAMPLING COCK Ila DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS <D REPAR OF PAVBI:NT CUTS N.T.S, ~ ...EDIU... BROO'" FINISH CONC. WALK r FINISH GRADE TO 1- BELOW EDGE OF WALK II~~;' ~~/~~~0Pl=" - '"131"= II -{" - "-- CO"'PACTED FIll. OR UNDISTURBED SOIL U.S FOUNDRY 7623 COVER TO BE MARKED -SEWER CLEANOUT- SAMPUNG ARRANGEMENT INSTALL 2- PLUG (AFTER REMOVAL OF SAMPUNG ARRANGE...ENT THRUST BLOCK Note: LOCATIONS OF BLOW-OFFS FOR WATER SAMPUNG TO BE PER PINEUAS COUNTY HEALTH DEPT. ENGINEERING DIV. CLWTR. OFFICE 538-7277 FINISH GRADE TO 1- BELOW EDGE OF WALK ...EDIU... BROO'" FINISH CONC. WALK EXPANSION JOINT 1-1/2- RADIUS VERTICAL CURB PAVING D.I.P, IS USED It NeE or P,V.C. FOR A MIN. or 10' FN:H WAY + FROM t or WATER MAIN WHEN llIE VERTICAL CWRANCE BE1WEEN -,- WATER 6: SEWER IiWNS IS 18" OR LESS. . 18" OR MORE VERTICAl. a.. I ~~w,.J#.>o/~&'~3- P.V.C. OR V,C.P. I>II"ITr, SNI. SEWER GRAVITY MAIN ~ CONCRETE ENCASEMENT OF SANITARY SEWER GRAVI1Y ...AlN IS NOT PER...ITTED, GRADE - '- -;J'_-P ~WATER MAIN · i + 10' MIN. :;$ HORIZONTAL ClEAIWICE STORM SEWER + OR SAN. SEWER GRAvrTY MAIN - HORIZONTAL CLEARANCE IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLU...B. CO. T466CSK 6- PVC 8- MIN. CONC, ENCASEMENT 6- PVC 1/12 BEND BASE CO...PACTED SUBBASE NOTE: PROVIDE 1/4' CONTROL JOINTS o 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. ae 1/2- BITU...INOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. ClfeIWAU< DETAL N.T,S. VERTICAL CLEARANCE NOTE: PROVIDE 1/4- CONTROL JOINTS o 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. ae 1/2- BITU...INOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER, WATER MAN & SANTARY SEWER CLEARANCES N,T.S, WHEN SIDEWALK IS TO BE REMOVED Ie/OR NEW SIDEWALK IS to BE ADDED, rr IS TO BE REMOVED TO THE NE"AREST EXPANSION JOINT. BLOW-oFF & SAMPI..tjQ PONT N.T.S. ~ IU ~ Z o en en ii >- ~ f t: :Ii aD 8 Ie _ ... ell) ticai : a=CIl:E CIl 110I i5!D. CIli5! Zo9~o a=..Iwa::..I >< ~ "':iC w "': a:: a=CIl Za:: _ w 1&1 W iii w -II=Ct:~=C ~8liuil :::) u.i ~ a= ;; :i D..uiu~=d SANTARY SEWER Cl..EAN-OUT DET AL N.T,S. 6-x4- REDUCER (IF REQUIRED) TOOLED GROVES 3/8" WIDE. 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING CONCRETE W AU< DET AL N.T.S, U) .... - i! LLI Q LLI I- - en .... - > - U CURB ...... o o C\J CD C\J ;,,; C\J o ...... FLUSH CURB 1-1/2-R FLUSH CURB EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT. ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILLITY AND THE CAPTION -PARKING BY DISABLED PER...IT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES ...UST BE SIGNED ae ...ARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A,D.A. en o en ::) cr: ::) .c. I- BLUE BACKGROUND FLUSH CURB RAMP DET AL CURB 'l,1l..,,,~T.S.' . i~;:,,~,q'i~:\~~' ';,.~~ GALVANIZED ...ETAL/ _ SIGN POST WITH 3 8 HOLE~ DRILLED ON 1 CENTERS .aN 8n!r..ICA"I"ION8 1. 18-x12- LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LETTERS TO BE 1- HIGH SERIES -C- 4. SIGN TO BE MADE OF ALU...INUM 5. POST TO BE ...ADE OF GALVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.D.A. REQUIRE...ENTS . ao -- i' "0 en .... .... 1tI ...... OJ CI ....... l.C') o ...... o ....... ...... o o C\J ....... en ...... u OJ .~ o e- el. ....... en en c: ..... :J: 1tI 5 ....... ci: PAAKIG BY DlSlIIII:n PEfNT ON.Y :~~~t,. '. .'> ,>"'''~H~, "':r-,~~, " WHITE BACKGROUND 1- SERIES -C- LETTERS 1/2- BLACK BORDER 1.5- 1- 1- 1- 1.5- FINISHED GROUND HAtDCAP FW.P DETAL N.T.S. ,','. ::" .l , '. 3000 PSI CONC. $260 FIE FA 318.14 WHITE . BACKGROUND CD . ~ '. C6.1 -. ..::0.._ . CD ........ ......... SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR 3- 6- fI1P - 81 12- HANDICAP PAR~ SIGN DETAL N,T.S, HANDICAPPED PAVBAENT SYM30L N.T.S. SIGN POST DET AL N.T,S. , HAtDCAP PARKING STRPNG DETAL N.T~. " , I 0 (I) -0 J 0 ;::;. -0 I 0 I I CX)p I ~"O I ."0 p , I .+0 I I\) ~- I , 3 P I =.+ ~ I\) I II) I "00 I II) n I ,p c+ ('")0 ;+~ '<0 O"T) "T) 21 "- ~I~ ~I~ ,111 IS! - I ~ ~ 8 lit ~ : ~ ; ~ I 9 i : ~-- : I -...J I I ~ 0 I : 1 .. : : ~<: : : d~ : : I : I : Lj : : 1 : I I -l~_' l'f ~ N: s: <t s:: ~ 1 ~: ~ ~ ~: : i : : i : I : 1 I I I I I I Lelrfi Dek! 1M. He~ I I I I I I I I I I I I /: . I I : l_ 1..._____ . 0.0 6)+ 01 0. ~ 6) 0,) 0>+ - .... \, ~ ... .;::a -w ~ ,.. Z \~ ~L 0+ . .. . I.... I~ :f~r T -' ~.' :r- :;0- ~ F ~..L-tr' b ~ I ...." 1 .... I' - - Item Acer rub rum Hibiscus rosa sinensis Hex cornuta 'Burfordii' Lagerstroemia indica 'Muskogee' Liriope muscari 'Evergreen Giant' Liriope muscari 'Variegata' Magnolia grandiflora Nerium oleander 'Dwarf' Podocarpus macrophylla Quercus I ..-. Quercus virginiana Symbol Quantity ~ 14 . 73 ..... 0 422 0 0 <;3 C\J 6 ...... It') co 0 75 N, 0 0 ..... 232 Ol 0 ~:~~ C'l 16 ::J < ::J $ 80 .c I- ~ " 45 c c: l~~ r:;;,r:;;, ro ..... c. Q,) ~ ~ 17 c. ro u () 474 en "C c:: ro ., 13 ..... > Q,) e ;;, 140 It') S * 21 - .... 0 - 0 8 N - en ..... u Q,) 0 c- ~ en C'l c:: '..... x ro c- o - CL ~JO \~ ~ Vy xr i :..., . 6) .,. Co +6) 0,) c.., J - /!fo , ~_ _ _,CiI) -'0) ,,- 0,) -, . ~-. , 01 ~- ,- ... ~ .r--, , , , ------ Common Name Red Maple Hibiscus Burford Holly Crepe Myrtle Evergreen Giant Liriope Aztec Liriope Southern Magnolia Dwarf oleander Yew Laurel ua.K Live Oak Raphiolepis indica Indian Hawthorne Strelitzia reginae Bird of Paradise Viburnum odoratissimum 'Awabuki' Awabuki Viburnum J.\, I "J ."'~ !!!1~", . . 'r- p " "I~ ~~~ ~ "-0 I\) ~ .,,~ C :U" OeD tT ....eD 0--" ....0 -<=n ~ .". -. m >< 6)+ 0,) o I ,. ,.,. 6)+ O,),~ i\) k- , I I I I I I LANDSCAPE RE UIRE ENTS: ". " INTERIOR REQUIREMENTS: ~f 102,482 SQ. FT. VEHICULAR US AREA! X 6" REQ. SPACE = , 6149 SQ. FT. REQUIRED INTERI R LAND' CAPED SPACE 7,095 SQ. rI'. PROVIDED 31 TREES REQUIRED, 45 PRO ED 342 SHRUBS REQUIRED, OVER 42 PROVID , !': :c .. .. I\) o o o . -n . +++++ (50' R/W) @", ., Washingtonia ro busta Washingtonia robusta Washington Palm Washington Palm --- o'spho.l t paveMent LANES) PINE STREET Size 12' ht. 4" cal. 3 gal. 24" x 24" 3 gal. 24" x 24" a' ht. 2" cal. standard 1 gal. 3 gal. 18" x 18" 12' ht. 4" cal. 3 gal. 18" x 18" 3 gal. 24" x 24" -It - -- . ~ -, .1_ "-.. ~ -... --. -- .. . .. sit cal. 65 gal. 14' min. ht. 3 gal. 18" x 18" 5 gal. 3 gal. 24" x 24" 12' C.T. 15' C.T. :D m -I :I> - r- 00. C (3 &-0 ------------- !~ '0 o . :J 10 - 0 I ~ '3 S~C ~ J~ V {\ - I , I' I I f o o g I ~ ~i ~- l> -0-<1 Q < - ~ I : ~i I i I~E: :E N L.q ,~5: > i f"} Z . j=~ > I II)rn~-o -~I (I) t'%j - ~ 2:! ~ ~! t'%j! -I ~ ~I ~I ,- ~I ~ i )~J}t...~l(y ~~~~~~nt C~~RJ/W) ~J _,_1_1_1-1_1-1-1-,_1_1-1 ~. -, -, ,-, -.-, -, -, -, -, -, -, -, -, -, -, EX. SAN SEW, LINE !Ii 6)TAEE IMRICADES ~oj -~.---- Q.n ., 0 -::l ~ n "C. 00 ., 0 no.. <O:E.... P 0 IJl ,oc+ P Q. 0 o)J . \ ' t! ~ , + . l:i! $Ji "T):E.... , 0 IJl pOrl- :3 0.. 0 II) , '< ~a;, ~"l ~tr. ~ ~ Zij ~ .. ~ ~<l! ~. Cj ~. 3.... #: P IJl 0\1Jlrl- 000 --..J ~ , ~'< ... ~'i :E o o 0.. "T) II) ~ n II) ~ '" ~ n o :s ,... n '" ~'i l:i! $ P IJl "0 ~ p :+ .., "0 p < I\) 3 I\) ~ -+ o.pprOXIMo. te location of 2' water line per City ~ r---' Cleo.rwa ter Atlas '" $ I I ~ I 1 i5""'" I 0..9, \ +C5 . , ~ . . Iq I -., __ .$ __/1 11, t I\) \ ' : _________________________________Jl I \ swale 3"" aI 4' cone walk --- +6) 01 o I. ~e;~ J~"'! . . drop curb ,-, -, _._,- ,_.-, -, ;;p~ltp~~~~t -p I i.' Cl -----" ......-~.-~-~_.- o ~ ~ ..."..".......,..-""~ ;;. ~ \0 " {\ -Qu 6 CQJI\ ~ l (f" c\ 1 . 1 fi b-'\ ~ \ '5 "tcvr PERIMETER REQUIREMENTS: 1 TREE PER 40 L.F. REQUIRED D PROVIDED 75" SHRUB BUFFER REQUIRED D PROVIDED ::~ :~~~M~:" ~~:~NT r- ~ r-/V- (.75 X 545") - 122" = 287" REQUIR REPLACEMENT \r\1\M)tG ~ - r'. 69 TREES AT 4", 6 TREES AT 2" PRO ED = 288" REPLACED 2Jl' \. "'---~W ----.., --F' J AN AGREEMENT HAS BEEN MADE WITH TH CITY OF ~~ " ~ ~ CLEARWATER TO MINIMIZE THE REQUIRED PE TER 0 \J ^ ~ .:---r- LANDSCAPE BUFFERS. ~1)\ r \~D:l:;. fl--J (\ ~ Fig, A DRIPLlNE I .[ LANDSCAPII NOTlle: ; ::J: ::J: - I I ~ ....J ....J W W (I) r +J c: t Q,) Q) E > I E Q,) 0 C u Q,) Z ~ +J 0 :c ..... C3 3: ~ (.I) ~ ~ J ..... Q,) Q,) > a.. a.. W ,; ,; ~ Q,) Q,) ~ ~ u - W 0 - ......... 0 r- I"') ......... <I: ...... ...... ......... ......... j::l ,..... IX) -----,~~~,-. 1. Existing trees to be barricaded and saved ore marked. Barricades sholl consist of 2"x4" upright lumber spaced no more . . . -ttmn-& ected by 1" x 2" lumber roils. Barricades sholl be erected at the n' of the tree to be saved when possible. 2 x 4's should be minimum 'ht. plus l' sunk in ground. being saved. If the amount 0 fill exceeds 2 feet tree wells sholl be constructed. 2. All plants must be healthy, vi orous material, free of pests and disease. \ONS 3. All plants sholl be Flo 'da Gra No. 1 or better ~ ~ pIa st be9 tainer-gr wn or balled and burlapped ~ v . as) indicated in nt list. 5. All plants sholl be tnangulately s aced, 6. Prior to construction the I cope contractor sholl be responsible for I . 011 underground utilities and sholl . e to all utilities during the course of the work. The landscape contractor is responsible for repairing any and 011 damage-{o- utilities, structures, site spurtenances, etc.; which occurs as 0 result of the landscape contractor. " 7. All trees must be gutted and stoked os shown in the details. a, The landscape contractor is responsible for verifying all quantities shown on these plans, before pricing the work. 9. All planting sholl be done in accordance with acceptable \ Horticultural practices. This is to include proper planting_.. mix, plant bed and tree pit preparation, pruning, stakin~ guying, wrapping, spraying, fertilization, planting and adequate maintenance until acceptance by the owner. 10. The landscape contractor is responsible for fully maintaining all planting (including but not limited to: watering, spraying, mulching, fertilizing, etc.) or planting areas and lawns until the work is accepted in total by the landscape architect and the owner. 11. All plants shall be guaranteed for 90 days from final inspection and acceptance. 011 trees shall be guaranteed on additional 1aO days. 12. All plants ore subject to approval by the owner or owner's representative. Prior to planting, 011 trees must be approved by the owner or owner's representative. 13. All plants and planting areas must mulched as specified with three (3) inches 0 Cypress Mulch. (1 0 t-€- 14. Standards set forth in "American ursery- Stock" represent guideline specifications only and shall constitute MINIMUM quality requirements for plant material. 15. All landscaped areas shall be provided with an irrigation system that supplies 1 00 percent coverage to all required landscaping plant material. The irrigation system may consist of on automatic or manual underground system, drip system, quick coupling valves, or hose bibs within 50 feet of all required landscaping plant material. 16. The irrigation system shall be designed to minimize root disturbance to existing trees and other vegetation to be retained. No irrigation is required within these areas. 17. All proposed shrubs shall be of sufficient height so that they ore a minimum of 24" above the finished pavement elevation of the parking area adjacent to the said shrub. 18. All trimming undertaking on a protected tree shall be pruned in accordance with the Notional Arborist Association prunning standards. -- S;~ MM ;e --I ~u. ~ II: Oct) ~i ~~ ,...-i ~~ z ~ t-:! ~ ~ ~ ~ ~ < Cd ~U ~ ',--4lfJ S t-:!Q 0 cqZ u ~< CO -+.J 1O ~~ ~ .r- Q) roc~ ~~ S 0:: c::> ~~ ~ Q)~ ~< ~ ~~ <Z Q) Q) .. :> Q) ~ ~'t--4 Q)~Q) ~~ Q .~ <~ Q) lfJ.~ ~~ -+.J ~ . ,.... ~ro ~~ ,.q OQ) U~ ~ (Dr-! ~U 19. All tree roots existing within approved improvement areas and originating from a protected tree sholl be severed clean at the limits of the preserved area. Pruning sholl be done using 0 "DOSKO" Root Pruner or approved equal. _\L~ 'D' 20. During land alteration and construction activities, it sholl be unlawful to remove vegetation by grubbing or to place soil deposits, debris, solvents, construction material, . machinery or other equipment of any kind within the dripline of a tree to remain on the site unless otherwise approved. 21. All trees to remain must be protected by tree protection barricades meeting the minimum standards shown on the attached diagram. Protective barricades sholl remain in place until land alteration and construction activities are completed, DRAWN BY EL-H CHECKED BY MAC DATE 05/08/2001 SCALE 1'=30'-0' JOB NO. SHEET L1 APPROVED ROW OR EASEMENT Fig. B ," x 2" ! ;' ....... o o C\J C\J ....... .;..; (T) o ....... C'l o en :::I < :::I L:. ~ (.!:l 3C o c:: I'D - Co tU Co I'D U tn "C c:: I'D - > tU '- ....... I.C") o , ....... o ....... ....... o o ('\J ....... tn ... U tU -..... o '- a. ....... tn en c:: ,~ X I'D c3 ....... a.: '!.C~ . GI >- ...... III :3 Q. L d U o " o I . I I III .. I I II It 1.1 Iftl ~ INDIANA .'AVEN.U'.'.'.'.',.'.'.'.'.'.'.'.J- !;r:~ _ ! :~ ~ s.c.o. t (2 LANES) E (33 R/W) 35,4lSfI'l ' ~ ~ : w~ ?1. _..6.,.wQter line e~ ,~L~:349Q.. 1\ " ---~-IT"J:.- ~~ '''~.~__ < E ~. ~e.a /n" ""~ 34,~ ~ : /~~ 03'20'4E "-- J -r~T~ '.L. '" I I YW'S.,... I!.... r ~ ..~ v. 9 I~ . " r. ..~ A -,-:(J' -- ~ --' -,; .-.-.---- -< - :. ~ ~ ..vt.. :."t l:1 ~ 3El.5 R.J..,_.-.~~:Q, ~ 1\( " '" · "- ................ GI Z C .... +> 0- 36.5 ..35.5 ~ ~ ~ ~ ..J ~ C 7 ~I as.o, "L.Af .;1 WLI I J 'T~!:!JT. pavement W'~.l'" . 2 conc curb / c..."~ _ rf(j\. ~ r...~ ,. "fro,. /1- ) V . .... 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J III!!!.J!I~~- I-J._~= l"""" - - - 1 ' 1f3 .J ~ u .... ~ ~ <C /Xl 13 . r 15" I L , ~ (f) Z <( (f) ""\ x w 141 ,-, ~ / 18" A ) / ~ L--.,/ l t 8 -II l ) ..- ~j~ ~I~!; ~ ~ iL ~ ~ .... ~ lUll!' -l I~ , .:-' I~ ~co ~ ~ i i ~tJ 3t rr-l 8 I ~t ~ I L _: ~ ~ I ( ) 141 ~ : (J) I ~~) I ~ 9r:.~~ ~ ~ ~I~lj -~- ~ !r- t;=~J = ~ l:jl N~)Jf I :. .~ I :Ii 4 ~ +35.0 . ! - ~ ~ 6" .. 14~ 14 :'\ 1:= U~ ~ .. . RETENTION POND 2 ~ L :3 "g ; I~ :3 U "g I .... ~ I i ~ ~ ~w "'-..; ~ u ~ I -~- ~ == = =~ - II - ~[J- , ~ C> ~ > ~ ~~ 2....,..,...TE (LtOC) lIS . ~ ~ . +5, 1 "ilIDE ~".-~ jl t 11M 2...-r PIt[ ~ ~~ ~ 0:. ~ ~ ~ I ~ n _____ SINGI! stEM ON.Y \\ 'r-t7 \\ ~ ~...---- 1/ 2" IWH \\ I ~ II 3' - 4' DImI SMICER \\!Ie 1/ \ a I \ J IIJD'E IIUIlIN' ~" '" . . FROM lOP 1/3 (1f IW1. lo.'\.' '. ~ -6'~ .....11 ~ .... ~ . ...;~: ="~ CONTAINER ClROIIN ~ ~ :,:-,.1~~ . ~ /.L- ElGSIIC SOl " ~~ y~~ >>~ .2' TREE PLANTING DETAIL - , ~ Vj2"1WH _ C> ~ ~3' - 4. FMIH SMICER :-.e . . L> ( .f~~ ~~ ~~ . ir.' . 71 '" iI".' '6."\.~ ~ ~ \ . . . / J>h~":..Y/~'ij~ - SHRUB PLANTING DETAIL SPREAD . PLANT so lHAT TOP OF ROOT BALL IS E\f:N WllH lHE FINISHED GRADE . PAINT AU. 0015 O'.'ER ,. DlA. t-= :z: I 2 STRANO IRISTED 12 GUAGE CAL. WIRE ENCASED IN ,. DlA. RUBBER HOSE HARDWOOD STAI<ES 3 STAKES r x r DRIVEN (MIN. ,r> FRlLY INTO SUBGRADE PRIoR 10 BAa<F1WNG STAKE ABOIIE FIRST BRANCHS :~::- ~ ~," WATER. TAMP 10 .::: . .:::. REMOIIE AIR POCKm ::- ~- ~ ~ I ~ MULCH NOTE: . ""'lL ~ t 2 X BALL DlA.1 STAKING AS REQUIRED TREE PLANTING - VERTICAL STAKES SCAlE: NOT 10 SCAlE ,.... >- ~ :I: I d cd en -- c: Q) Q) E > E Q) o Cl U Z ~ >. 0-=; 85i (/) t-l > W a::: '- '- Q) Q) a. a.. -> -> Q) Q) Q:: Q:: ..- We..- I- ,e ,.,." <[ ..- ..- ,....,," t-l " CO 'I J f i I I ,! #l ~Q) ~~ I (W)~ ~c~ ill ~i ~Ii~ o $ ~ ~I I U ~ ~ ~ XU ~r:J) ~Q ~z :::J~ ~t-:! ~~ ~~ E-t~ ~z ~~ ~~ ~t-:! ~~ ~~ U~ ~ o ro 0.. S o u co -+-J l!J o .r- Q) '"d CVJ S ~CVJ 0.. Q)......:l ,.8 ~~ Q) Q) .. :> Q) ~ Q)~Q) Q .~ Q)UJ.~ ~ ~ .r-! M ro ,.q 0 Q) !>- CO ~ j:>- M U ORA WN BY EL-H CHECKED BY MAC DATE 05/08/2001 SCALE 1 '=20'-0' JOB NO. SHEET L2 LEGAL DESCRIPTION PARCEl II: LOT 1, BLOCK 11, SPURUN'S SUBDMSION OF CLEARWATER HARBOR DEED BOOK Q, PAGE 537. ~ ALSO DEPICTED ~ METHODIST PARSONAGE ACRE ON THE PlOT OF THE WAUACE ADDI110N TO CLEARWATER, flORIDA, PlAT BOOK 3, PAGE 6 PUBUC RECORDS Of' HIUSBOROUGH COUNTY, flORIDA, OF WHICH PlNELlAS WAS FORMERLY A PART, LESS AND EXCEPT THE RIGHT OF WAY FOR FORT HARRISON AVENUE, PARCEl III: A POR110N OF LAND LYING IN SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 F.AST, PlNEUAS COUNTY, flORIDA AND BEING MORE PARTICUlARLY DESCRIBED AS FOllOWS: THAT POR110N OF THE FORMER RAILROAD RIGHT OF WAY LYING BETWEEN BLOCK 3, OF WAUACE ADDmON TO CLEARWATER, AS RECORDED IN PlAT BOOK 3, PAGE 6 OF THE PUBUC RECORDS OF HIUSBOROUGH COUNTY, flORIDA OF WHICH PlNEUAS COUNTY WAS ONCE A PART AND MARSHALl. AND BRANDON'S SUBDMSlON OF BLOCK 7 OF WAl.l.ACE'S SUBDMSlON AS RECORDED IN PlAT BOOK 1, PAGE 27 Of' THE PUBUC RECORDS OF PINEUAS COUNTY, flORIDA. BEING MORE PARTICUlARLY DESCRIBED AS FOLlOWS: FROM A POINT ON THE EASTERLY BOUNDARY OF SECTION 115, TOWNSHIP 29 SOUTH, RANGE 15 F.AST, SAID POINT BEING 1321.4 FEET NORTH OF THE SOUTHEAST CORNER OF SAID SECTION 16, PROCEED WEST ALONG THE APPROXIMATE CENTER-UNE OF DRUID ROAD A DISTANCE OF 995,87 FEET TO AN INTERSECTION WITH THE WESTERLY BOUNDARY OF SAID 60 FOOT RIGHT OF WAY: THENCE NORTH 04 DEG. 41'03- EAST ALONG SAID WESTERLY RIGHT OF WAY A DISTANCE OF 405.23 FEET TO THE INTERSECTION WITH THE NORTHERLY RIGHT OF WAY OF PINE STREET, AS SHOWN ON THE PlAT Of' WALLACE'S ADOmON TO CLEARWATER, AS A POINT OF BEGINNING. FROM SAID POINT, CONTINUE NORTlf 04 DEG, 41'03- F.AST ALONG SAID WESTERLY RIGHT Of' WAY A DISTANCE Of' 400.15 FEET TO THE INTERSECTION WITH THE SOUTHERLY RIGHT OF WAY OF 1\JRNER STREET: THENCE SOUTH 89 DEG. 11'07- F.AST ALONG SAID RIGHT OF WAY A DISTANCE OF 60.14 FEET: THENCE SOUTH 04 DEG, 41'03- WEST ALONG THE E'ASTERLY BOUNDARY OF SAID RIGHT OF WAY A DISTANCE OF 400.23 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY OF SAID PINE STREET; THENCE NORTH 89 DEG. 06'36- WEST ALONG SAID RIGHT OF WAY A DISTANCE OF 60.13 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: THE F.AST HALF OF THE VACATED 20 FOOT Al.l.EY LYING EAST OF AND ADJACENT TO BLOCK 3 OF THE PlAT Of' WAUACE ADDITION TO CLEARWATER, FlORIDA AS RECORDED IN PlAT BOOK 3, PAGE 6, Of' THE PUBUC RECORDS Of' HIUSBOROUGH COUNTY, flORIDA Of' WHICH PlNEUAS COUNTY WAS FORMERLY A PART, AND TOGETHER WITH THE WEST HALF Of' THE VACATED 34 FOOT RIGHT OF WAY OF INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 OF MARSHAlL AND BRANDON'S SUBDMSION OF BLOCK 7 OF WALLACE'S SUBDMSION AS RECORDED IN PlAT BOOK 1, PAGE 27 OF THE PUBUC RECORDS OF PINEUAS COUNTY, flORIDA. PARCEl r>I: LOTS 1, 4, THE EAST 42,5 FEET OF THE WEST 132.5 FEET OF LOT 2, THE EAST 50.0 FEET OF LOT 2, THE WEST 90.0 FEET OF LOT 2, LOTS 3, 5, 6, 7, THE WEST 1/2 OF LOTS 8 AND 9, LOTS 8 AND 9 LESS THE WEST 54.10 FEET THEREOf' AND ALl OF LOT 10, ALl IN BLOCK 3, PlOT OF THE WAU..ACE ADDIT10N TO CLEARWATER, FlA., ACCORDING TO THE PlAT THEREOF AS RECORDED IN PlAT BOOK 3, PAGE 6, PUBUC RECORDS OF HlllSBOROUGH COUNTY, FLORIDA OF WHICH PINEUAS COUNTY WAS FORMERLY A PART, TOGETHER WITH VACATED Al.lEY RUNNING NORTH AND SOUTH THROUGH BLOCK 3 ABOVE REFERENCED AND LYING BETWEEN THE SOUTH RIGHT Of' WAY OF lURNER STREET AND THE NORTH RIGHT OF WAY OF PINE STREET, PARCEL V: THE WEST 40.0 FEET OF LOT 10, LOTS 11 AND 12 ALL IN MARSHAlL c!c BRANDON'S SUBDIVISION Of BLOCK 7 OF W, WAI..lACE'S SUBDMSION ACCORDING TO THE PlAT THEREOf' AS RECORDED IN PlAT BOOK 1, PAGE 27, PUBUC RECORDS OF PINELlAS COUNTY, flORIDA. PARCEL VII: THE Al.lEY LYING fAST OF AND ADJACENT TO BLOCK 3 OF THE PLOT OF THE WAI..lACE ADomON TO CLEARWATER, FlA., AS RECORDED IN PlAT BOOK 3 PAGE 6, OF THE PUBUC RECORDS OF HIUS80ROUGH COUNTY, flORIDA OF WHICH PlNEUAS COUNTY WAS FORMERLY A PART, TOGETHER WITH THAT PART OF THE RIGHT Of' WAY OF INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 Of MARSHAll & BRANDON'S SUBDMSION OF BLOCK 7 OF WAU.ACE'S SUBDMSION AS RECORDED IN PlAT BOOK 1, PAGE 27, PUBUC RECORDS OF PINEllAS COUNTY, flORIDA. ALL OF THE ABOVE BEING ALSO DESCRIBED AS: LOTS 1 THROUGH 10, A 15 FOOT Al.lEY AND A 20 FOOT Al.lEY, METHODIST PARSONAGE ACRE, ALL IN BLOCK 3, OF WALl.ACE ADDITION TO ClEARWATER, FLA AS RECORDED IN PlAT BOOK 3, PAGE 6, OF THE PUBlIC RECORDS OF HIUS80ROUGH COUNTY, flORIDA OF WHICH PINELLAS COUNTY WAS FORMERLY A PART, TOGETHER WITH THE WEST 40 FEET OF LOT 10, ALL OF LOTS 11 AND 12 AND THAT PART OF THE RIGHT-OF-WAY OF INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 OF MARSHAlL c!c BRANDON'S SUBDMSION OF BLOCK 7 WALlACE'S SUBDIVISION AS RECORDED IN PLAT BOOK 1, PAGE 27 OF THE PUBUC RECORDS OF PINEUAS COUNTY, flORIDA, TOGETHER WITH A VACATED 60 FOOT RIGHT-OF-WAY OF AnANTIC COAST UNE RAILROAD LYING SOUTH OF THE SOUTH RIGHT-OF-WAY UNE Of lURNER STREET (60 FOOT RIGHT-OF-WAy) AND THE NORTH RIGHT-Of-WAY UNE OF PINE STREET BEING A PORTION OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINEUAS COUNTY, flORIDA BEING FURTHER DESCRIBED AS FOLlOWS: BEGIN AT THE NORTHWEST CORNER OF LOT 2, BlOCK 3 Of SAID WAl..l.ACE"S ADDmON TO ClEARWATER, FlA BEING A POINT ON THE SOUTH RIGHT-OF-WAY UNE OF lURNER STREET (60 FOOT RIGHT-OF-WAY); THENCE ALONG SAID SOUTH RIGHT-OF-WAY UNE AND THE NORTH UNE OF LOTS 1 AND 2, BLOCK 3 Of SAID PlAT, N.89'44'34"E.. 417.75 FEET TO THE WEST RIGHT-OF-WAY UNE OF INDIANA AVENUE AND THE EAST RIGHT-Of-WAY UNE OF ATANTlC COASTLINE RAILROAD; THENCE S.03"20'46"W., 281.41 FEET TO THE SOUTH RIGHT-Of'-WAY UNE Of' HAROLD COURT (50 FOOT RIGHT-OF-WAY); THENCE S.86'39'14"E., 34.00 FEET ALONG SAID SOUTH RIGHT-Of-WAY UNE; THENCE CONTINUE ALONG SAID UNE. N.89'44'34"E., 182.35 FEET; TH~ LEAVING SAID UNE. S.01'11'38"E., 116.00 FEET TO THE NORTH RIGHT-Of'-WAY UNE OF PINE STREET (RlGHT- OF WAY WIDTH VARIES); THENCE ALONG SAID UNE. S.89'44'34"W., 225.62 FEET; THENCE S,03"20'46"W., 0,24 FEET; THENCE CONTINUE ALONG SAID NORTH RIGHT-OF-WAY UNE OF SAID PINE STREET, S.89'48'33"W., 387.28 FEET TO THE F.AST RIGHT-OF-WAY UNE OF FT. HARRISON AVENUE (RIGHT -OF -WAY WIDTH VARIES): THENCE ALONG SAID UNE, N.01'01'28"W" 398.80 FEET TO THE POINT OF BEGINNING, CONTAINING 4.276 ACRES MORE OR LESS. .... o o C\J o C\J c.; ~ o - FLOOD ZONE INFORMATION 0') o c:n ;:, < ;:, s:::. I- THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE X PER FLOOD INSURANCE RATE MAP 125096 0015 0 MAP REVISED: 08/19/90 c:n 3: 'C c- QJ > o Co) - LO o .... o - ..... o o C\J - en ..... u QJ ''-' o c- c.. - en 0'1 c ..... 3: "' C- o - a: SURVEY INFORMATION PROVIDED BY A SIGNED c!c SEALED SURVEY BY: DANIEL D. FARRENS, PLS 13885 DATED: 3/21/01 ~. .~ z ~t 52 00 ... , \f . ." .. ..Z . ..- o _Ie .. t-- a - I"4c Z I:::z .. .. - ... tIl Ie xt ... .0 II. . .Z .v .- .. ,,= . IV. .. M III I ,.Z .... . .. ~ -- Z ---. o S~ . III - \Q > I GO 0 . . . 1ft I 1ft . " C--- .. Z .= i 0.. Z leC .. ..; ~ zO A i~ z · ~ ~II .. ~ . . :>>~ .. ~. - ..~ t v !v , . SECTION 16 , TOWNSHIP 29 S, RANGE 15 E : .... i a.. 1 C) C.:>> LI..I .....J CITY OF CLEARWATER EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION NEW CONTOUR EXIST. STORM SEWER PLANNING & Dr=\!~1 orMENT sft~o.oe CITY OF CILt..nWATER - l ,.....,- 11111101111111111110" 10 11l1l1l1l1l11lItl,"'1 NEW STORM SEWER - NEW UNDERDRAIN I..........., EXIST. SAN. SEWER _1_1_'_ NEW SAN. SEWER - I - I _ I _ EXIST. WATER SERVICE - - - - - - - - - ,:>',; "~---1, 1 , 'I )1 I I , . ..~. J. 'iJ:--="1 I .-......-t--'..- I, J ',- .~A- : i'.' . -_ ~IE?-:!:-r- _ _..-L-- ,. r. : ,I----=---::j - ) -'-'-i r--~ -.---l L_ '------.... i --; ~_ / ' "',"':::li4/JJJ P- 11 r -- . 4t,~, ,. ;:."1I0~~~T,~r-,u'i -1~~1 ", ' "Y( ;jJ- ~. 1m - T ii ------ \ ,,,.,: , !/;~-N1 H" I~' 1)110 --= ~ ~, -'~~"'" . 1'1' /( -lll'.,-, ,I-t.. -~~.lJ'P I&.~.~!i ~"..\.{' ..., 1/1 iii "-,.1.1 - 1J .'/ '!.:,':l.' t;;/tJ/ . _, '. ./ l/ ~ :=--::-I-~ _. -r 7:'H1J. t - . .~ /~/"-UI~ -tir-) ".?--~bT'- /im! - ~I"'-.-=-Ir =~ /.".~~ -:J1IIl or ~- j'--~'_I /1/ -r - '-- I , J .. 1 ,qJ.ll,U -- . l ,t ,.r ~r , ; I ~I I l// ,rJ'JJ.. tLt //,/ r "/ -.~t ,. / l r ,. l l I r ; / ' 0 ...' ./..i , " , o _ I ,P .." o- f .; ,. . , // ~ r I ,'" / .- .,r Jf .-' , , // t . I " Jf .lJ- 4. j p' . ." ,: /.1 :' i i I ! I .. J /1 ; :,/1 1 1 ,i J-" ; , \ ,L PM-=:'. NT /~::~.l; ,PLANNING 8. DEVELO I:; :?:!'i. , IF VICES :ll,: CrTVre 'i\RWATER NEW WATER SERVICE - . . . . . . . - - NEW INLET . NEW SAN. MANHOLE e NEW CLEAN-OUT(C.O.) - I -1Il~' I _ NEW BUILDING AREA ....... NEW ASPHALT NEW CONCRETE TEMP. SILT BARRIER POINT OF CONNECTION \.Ai... OF NEW UTILITY TO EXIST. '-A(7 M METER B.F.P.D. BACKFLOW PREVENTION DEVICE F.H.A. FIRE HYDRANT ASSEMBLY F.D.C. FIRE DEPARTMENT CONNECTION T.B.O. TEMPORARY BLOW-OFF T.&V. TAP AND VALVE ; . >.1 (., w; NES Comm.: 0105 I Drawn Iy: I.J.V. I Checked By: J.V.I. , ,.;- c:= -IT 1- '- -...- ..... f.- ._.....J -....1" 1-- --_..J__ - ., I -~ '-I ~-~- [I U. I j/ if ! ,.~f f:-._"" . ~. I, t::::'==~~. _ -. 1. It -~--~--m~ I-- it\ I ...... _--~~i ~ , ~ ~ ':.L---==:J ~ liiTi I ... il, iii ..L... IIIl -- J...~ -,-~ 1- ~ ~ ==:- ~- \~..'i ,....- .,." ... ..: t::l \ La. . r --, L"-..(_ -T Issue Date: 01/04101 Revisions: No. Date Descri tion t.~ ~ I J ~ ',- .., t J, ;' '\," '. r I -\ l--f I \, -:.--J J , T r--'-- ~ ~*~\ ri i- ..,j \ I ,,1 { i , ,:.,' " \ .. .,,' ,,* '1'-" ~l .''1 . 1;1 . ~ . to , I I. ,),. I i I I ~, NORTH SITE DATA EXISTING (E) PROPOSED (P) TOTAL (E+P) REQUIRED ZONING: D 0 D D CENTRAL BUSINESS CENTRAL BUSINESS CENTRAL BUSINESS CENTRAL BUSINESS LAND USE: DISTRICT DISTRICT DISTRICT DISTRICT AUTO DEALERSHIP (DEWOUSHED) GROCERY STORE ~ GROCERY STORE ~ USAGE: BAIT ~ TACKLE SHOP RETAIL RETAIL COMMERCIAL 186,27. S.F. 186,274 S.F. 186,274 S.f'. LOT AREA: ..28 ACRES 4.28 ACRES 4.28 ACRES N/A BUILDING COVERAGE: 8,807 S.f'. (REMAINING) .4,287 S.F. 44,287 S.F. (S.F. ct X OF GROSS SITE) ..73X 23.78X 23.78" N/A GROSS FLOOR AREA (S.F.): 8,807 S.F. (REMAINING) ! 44,287 S.F. 4.,287 S.F. F.A.R.: .047 0.238 0.238 N/A FRONT: 0' 2' 2' N/A SETBACKS: SIDE: 0' 5' 5' N/A REAR: 311' .2' 42' N/A , HEIGHT: 20' 25' 25' 30' -50' MAX. PAVED VEHICULAR USE AREA: (V.U.A.) 101,5.6 S.F'. 101,.15 S.F'. 101,.15S.F'. N/A IMPERVIOUS SURF'ACE RATIO: (I.S.R.) 118,618S.f'. 152,389 S.F'. 152,389 S.F'. N/A OPEN SPACE: 67,656 S.F'. 33,885 S.F'. 33,885 S.F'. (S.F. 8c X OF GROSS SITE) 36.27" 18.19" 18.19" N/A PARKING LOT INTERIOR LANDSCAPING: o S.f'. 7,990 S.f'. 7,990 S.F. (S.F. c!c " Of' V.U.A.) 0" 7.88" 7.88" N/A PARKING: 200 SPACES 200 SPACES .7 SPACES 6 H.C. 6 H.C. 2-. PER 1,000 S.f'. PARKING CALCULATIONS: ./1000 S.F'. x ..,287 = 176 SPACES E COpy B DESIGNIDEVELOPIfENT o PERMmlNG & liDDING o CONSTRUCTION DOCUMENTS ... INDEX OF SHEETS C1.1 CIVil SITE DATA C1.2 CIVil SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 TAKING SITE PLAN C4.1 G DING AND DRAINAGE SITE N C5.1 UTiliTIES E PLAN C6.1 CIVil SITE DETA L 1 LANDSCAPE SI E P L2 LANDSCAPE S LA -, Q 1.&.1 .... - U) ...I - 'I f"'I'\ ,--:) ,-=:) .0 ..... :c-< z o en en i2 >- ~ ~ t: ~ :s orJ ~ I:; - Z CW) tic... c D: enl Q .....iiA.~ii 199i9 ><~~E~~ D:D:azD:: ::i I~~W!; m8Eiui~ =u.i~D:;;~ a.. uiu~=u E COpy C1.1 I' j: ,.c' -_,,~. ,< .:- ,\, -~....--- GENERAL NOTES AND SPECIFIC A TIONS 1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE CI1Y OF CLEARWATER, FLORIDA D.O.T. AND SWFWMD STANDARDS, SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS AND A MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. 4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND WEARING SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE PlAN. ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS- PORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE DURING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION. 6. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE- MENTs FOR MITERED END SECTIONS ARE TO END OF PIPE. 7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 8. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT TYPE S-3 COMPACTED TO MIN. 95% THEORETICAL MAX. DENSITY, ON 6" lIMEROCK BASE LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSI1Y, ON 12" SUB-BASE LBR 40 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY PER AASHTO T -180. 9. PAVEMENT IN CI1Y R.O.W. SHALL CONSIST OF 2" ASPHALT TYPE S-1 COMPACTED TO MIN. 95% THEORETICAL MAX. DENSITY ON 8" lIMEROCK BASE LBR 100 AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY PER MSHTO T -180. 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY, SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 11. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS OTHERWISE NOTED. 12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL OR BmER CONDITION. 13. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILI1Y CONNECTION POINTS PRIOR TO THE START OF CONSTRUC- TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND. 14. NEW WATER MAINS 4" AND LARGER SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. NEW WATER MAINS SMALLER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM 02241 AND 01784, UNLESS OTHERWISE NOTED. ALL GATE VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS. 15. REINFORCED CONCRETE PIPE IN THE PROPERTY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL "B" UNLESS OTHERWISE NOTED. 16. ADJUSTMENTS OF EXISTING INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 17. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY. SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 18. UNLESS NOTED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL CONSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM 0-3034 AND 0-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL BE BELL AND SPIGOT AS PER ASTM D-3212, USING FACTORY INSTALLED FLEXIBLE ELASOMETRIC SEALS AS PER ASTM F -4 77, 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF THE CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT. CONTRACTOR SHALL NOTIFY THE CI1Y OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, AT THE COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS AND INVERTS. LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION. .... o o C\J 21. IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSITY, lIMEROCK BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION. .... o ,:...: ~ 6i o O'l o en ::l <t ::l .r::. I- 22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE. EXISTING ASPHALT PAVEMENT SHALL BE STRIPPED AND REMOVED FROM THE SITE FOR RECYCLING. EXISTING L1MEROCK/SHELL SHALL BE REMOVED TO STOCKPILES FOR REUSE. 23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM, SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 98% OF MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM D-1557). en :It "0 '- QJ > o u - Ln o .... o - .... o o C\J - en ~ u QJ o '- c.. - en en c:: ..... :It co '- I::) '- \.0: 24. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. 25. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R.. S.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). EROSION AND SILT A TION ICONTI 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREA MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 25. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900. 27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG, SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 28. ALL SITE/CIVIL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFACTION OF THE ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER BEFORE INSTALLATION. 30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. 31. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING RETENTION AREA SHALL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT, IN NO CASE SHALL AN UNSTABILlZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. CONSTRUCTION IN FLORIDA D.O.T. R.O.W. NOTES 1. COMPACTION FOR PIPE BACKFILL SIHALL COMPLY WITH AASHTO T-99 (100%) 2. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX 700. 3. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. PAVING NOftl 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BElWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN lWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, lYPE PC-3, ON 6" L1MEROCK BASE COMPACTED TO 98" OF MAXIMUM DENSllY, ON STABILIZED (LBR 40) SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSIlY PER MSHTO T-180. 7. HEAVY DUlY PAVEMENT IN PROPERlY SHALL CONSIST OF 2" ASPHALT lYPE S-1 ON 8" UMEROCK BASE COMPACTED TO 98" OF MAXIMUM DENSIlY ON 12" lYPE B STABILIZATION (LBR 40) SUB-BASE AND COMPACTED TO 98% OF MAXIMUM DENSllY PER MSHTO T -180 4. ALL PROPOSED WORK SHALL COMPLY WITH CI1Y OF CLEARWATER DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE PRACTICES: REFERENCE F.D.O.T. INDEXES 600 AND PER ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION. 6. MAINTENANCE OF TRAFFIC AND SAFETY SHALL COMPLY WITH INDEX 623 r ND BE APPROVED BY FLORIDA DOT PINELLAS MAINTENANCE OFFICE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOvl~L AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL T:MES. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. 8. PAVEMENT IN THE R.O.W. SHALL CONSIST OF 6" THICK 3000 psi CLASS 1 CONCRETE ON STABILIZED (LBR 40) SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSIlY PER MSHTO T-180. 8. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS. 9. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB. 1 O.DISTURBED AREA WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS AND SODDED. SURFACE WATER SYSTEM REQUIREMENTS DRAINAGE NOTES 1. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON- STRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, FINE GRADE THE FINAL TWO (2) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AS SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 2. THE RETENTION AREA SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON- SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE- MovAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PERCOLATION OF THE STORM WATER. EROSION AND SILT A TION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS. P8RIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEOETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEbIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADllACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DI$TURBANCE OF THE SITE BEGINS. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ENGINEER AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED, RUSTING, CHIPPED, SPLINTERED, OF A TEXTURE NOT MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THAT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILI1Y TO PROTECT THE EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFOIRMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENTS ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: SANITARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE AlARM SYSTEM CABLES CONTROL WIRING SYSTEMS IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY THE ENGINEER AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL WORK AT THE CONVENIENCE OF THE SCHOOL SO AS NOT TO DISRUPT CLASSES AND INCONVENIENCE STAFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WORK PROCEDURES THAT ARE NOISY, CREATE ODORIFEROUS FUMES, OR PRODUCE A CONDITION THAT WILL BE DISRUPTIVE AT A TIME ''!HEN CLASSES ARE NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S). THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE OF DAILY CLASSES, BREAKS BElWEEN SESSIONS AND HOLIDAYS, AND USE THAT AS A GUIDELlINE FOR PLANNING DISRU~:;TIVE WORK PROCEDURES. NOTES TO THE CONTRACTOR 1. NEW WATER MAINS AFTER COMPLETION OF INlSTAllATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP- LING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. 2. IRRIGATION NOTE: IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPE TO EACH INDIVIDUAL PLANTER ISLAND. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION WATER. 100 " COVERAGE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL BE SUBMITTED IN ORDER TO AVOID DELAYS AT THE TIME OF THE CER- TIFICATE OF OCCUPANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM BE INSTALLED. 3. TREE BARRICADES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATIONS. AS PROVIDED BY THE CITY OF CLEARWATER COMMUNITY DEVELOPMENT CODE. 4. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926,650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPUANCE. - A TRENCH SAFElY SYSTEM SHALL BE OESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER, 5. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC, MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK SHALL BE THE SOLE RESPONSlBILllY OF THE CONTRACTOR TO REPAIR. 6. THE USE OF ELECTRONICALLY STOREO DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. J I_til .. ~ .., .. II 1.1 L , ~ S~ .. ! "- .. " .. z ~ .- o -~ .. .... .. Vi fIIlI- z 1::1 .. ..- ~ X~ ... ~O . .~ .. .... .. 'It: .. I... "'Z I ~.. .. ~ ;:. o S~ ~ .:. - > Z ... . o . '" I 1ft . Z" A t; .'" i o. Z ~A .. I; ~ zO A ~~ Z -i j Z.... .... . ::>> ~ a~ .. O~ "'" . NES Comm.: 0105 I Drawn By: B.J.V. I Checked By: J.V.1. Issue Date: 01/04101 Revisions: No. Date Descri tion B DESIGNIDEVELOPMENT o PERMlmNG & BIDDING o CONSTRUCTION DOCUMENTS >- ~ D. Ii ~ an oe u Ie . to- C') t;cifi : -ca:IE ca --D.Q- ~D:OCD: D:9..109 =U~ ~ a:: .... >< =a!ca;a! - ..... ..... ..... ..... 1&1 ....1 ~!:: ~=c l:asliuil ::) u.i ~ IX: 0:3 D. uiu~=d U) Z o - !;c (.) - LA. - U LLI A- U) LLI I- - en .... - > - "~ , ,.,j'.1 _.,~~.t!'!._, ..... ~ Z o U) U) a: c :c ~ iC1.2 I j ! 1 i I . I j , ..... o o N o ~ ..... In o ..... en ..... 0. l1.I en ~ l1.I :IE: O'l X ~ l1.I ..... .... en - In o ..... .9 ..... o o N - (f) ..... U l1.I o c... 0.. - (f) Cl C .... x ro c... Q - a.: "@ ~ ..,@ ~ U/ I. - ~ ~.. ~ 1 0- . . d >. III : I S Of11'38we 116.00' 32.17 {s ~ U:e d 10" - _ _ _ _ _ _ 32,'" oU~ I . : L~ + 1/ 33.3 . 33.24!~ ~------ -------'-- --- l I 32.85 I 32,5 +> QI L ....f 33,38 33.26 I ~ 5" I I 32.11 '7 m~ d a. QI 1321-- 3 3 W &, 0::1 32,17 (~:~ 1; QI ~ \ dlr: ..-.. - V) ~5" f4l 36~ I~" . 33,05 ~.f ~ 1 drl e 1 !>- ~~ L.:::..J ~I 1 I.. ~ L L_ ~ VI 1 t. I a. III d m- - N 1 "'-... 1 I -t-I 32,94 r... , ~g,~ /~' no~ P:; ir!J" ..----ill LOT 1 0 I S ~ 1,,33.3 / 1 ~"O fL.P), ] ~ - - - - - - 5' t} f ;; ... - - _~ + I...... .tJ 34,2 ~ I 1 a ~ 33.8 0+' I 0 I C r,;t t ICD 'I; "r '. Ie' 8 e; I """( g- :..... c. , +> 10'" I U, 33,95 1- 14.41 d i I {. I 1~,.I8 I Co u · I J: "5' " ~32.84 1\ :p I 34,04 33.~ - 34,0 32,. -~85 ~ 34.14 1 story .----6' wood fence LOT 6 g ~~ : ~ ~: 12" LOT 1 1 ~ iJ ~ iff 3~,: . ~o~ T I I LOT 3 ;~~~g:ro") ~ B :~;~t ~ ~ ; j ~ j: ~ ~ ill j !; : l · t: ~ ~~ 1 : I 34,93 ~ ~ ~ I ~ ~ ; 5 ~ / ~ J f I-~ steps I a.. QI I ~ '-' C") .. 33'I4::S ..... : : 'r - - - - - - ".'. conc -,.or c:c - - - d (\J,,~. l.!!ot "." "...... :" ! t;-Li~-!I- - - ,.. - - - ".'~2 ~:r. ~ i ~ I wood LX !' \35.29 34.86 34.2 I ~ -1' ~t~~~ T' vJ" ; ~H cL 1 · pord @J : I ~ J~:1~.JJI 3 (fa If:~ ;33.36 ;;11 : @J1" conc----,~ LOT 5 QJ .YI II I I I ~ "'I 1@J15''- d ~II I ..........- I XI I ,~ o.spho.l t po. Vl?Ment ~ i.J..r I'- I I 1 story ~ UI I 5"5"8>.,17"' I I -I 1 RIM ELEV, . 31.49 I 1 story Mo.sonry 3e,32 3e.06 C - m 1<1 I _ SE !NV, . 28.33 _ I LOT 4 woOd!~ \ :"6'" 0 I I 4 I I I I ~:;;:~~ ~ I ,,"".... froMe .. #607 ,." "" · ~: i..' mill LOT 1 2 \J" : II ; I II r\;; THROAT ElEV. . 3/,29 3501 35.34@J I ll~~ ,~5 3 4 11133'01- - I ",; RIM ELEV, . 32.06 35.15 3e.51 I ,,'" II 1I~2 I I 1 1 <. NW INV, . 28,56 IND 35 ...,.. I II .: · C.L,P.~v/~~oo32. ~~~~~lNA AVENUD : 5,25 MI ~ ".. -v-cone " : ~03 ; ~~~ ~I:' . ..1"<' 13" ~c TS'35~ T. .....~~) ~ '~3' Jill W): li'\ .. . :l~ ..3' 1 34,2 I .~4 3139 \ - ~:~~ 31.54 ~:U in-.. 32,02 <t conc ~ ,~..~ 35.34 riI iE.!3 1\0. ~.:ll story 1: II 1 _ 3129 I'" '- --.... I ~j~ 1. .:' ~:...::-J Mnsonry .Q ~' - 12" CLAY' ' - drop curb C.L.P. \.~11 'UI~ 34.38 4" MO 34.7 If ~ g1 ,8811>' 1 L1-3.. _ I I I L . \\rJ:~ J, ~ - ....~Lti"'..u' '- conc walk 3491 0"'1: ~ ' I ~.. 5 F'r " , .., r I j _::s ~ ' ~A, --, t ,~- , - , - 1 - ~~ 2 conc urb ' ~ '^ T.U.8. 3e.2 .....~.. q ,\ I .. L...:.... ~Ol"le , ~~~'" 1 49.::. f ~ U telephone I ' -:~E~I r ' - , - . - - I - I - , - ,/ ,~ '" '" -l'=- - ~ - ---4. '01 ~ IManhole 31,51 ~ .32.04:12 ~~ - , - ',7."'8 :' :- I - I - , - , - , - I - , _ 3501, T~... ~ T 340' G EA~ -...;::- ~ 3.40 0 I ; ,18. . ~H~ CUYh ' - , -'\ - , - , - '\-: t ,,.,. _ ' , ~ ENT ...... 2 2 SCO U ., I 32.42 , 33.00 !3:~ usp aft pavement 34,55" P.P, 04,19- I i~ - , - , - , - I _ ,u. - ___ ...2 ...g~ liae u,/'(, 7 r,.; i 3 . , . r.!~~~'" ~-N 41:. W,V,I~ ~2' conc curb /6,0' UTILITY EAW' ~~ !H~ 34:92 (',~ ~'#of8-jt:46~~---==="":"'2' I~O___// T~ OJ ,'" '/ ,..,/ 3215 32.12A-t 0 R 7522 PG !(~" 34'6 8 ,21 """ - - _ .... ~'n I.~ w.v. ~.. I I..i. 31.63 3/.88' Ilu . ~ - , , :" 1 34.3/ 35.05 35.22 1 . 4.36 - _ ~ ~.6 33,46 <:l.... .,. 32.10 - IY. .... gw - - - - _ 3414 34.64 -....... 8 32.15 .1 1 33.18 I:!!I PP " ":l drop r--::-- - ~.u ~~:.l'r :;;;.. - -. -&'-"~......,.... ..". ''''''- 8 -~.. It~ ~'Q ~ '.2 ' " I curb ~~ . v rve TJJ.B. It ,gr I ....,.j ".co.blll' ~ - r - - .... - - - - - - - - - _ _ :l:L _ \.~ ~ ~: : ~,: ~:n' ~i~ 3351 ..,.. - _ _ 32, 1 -!I~ D6" C;' 3.90 " 32.288"..l.. 32.41:. entv bb~ "f.V:I5'o~ - r- - - - .,.. _ _ - - -l4~ _ _ _ 33:42 .....y I 1'-:1';''- 31.90 co, I'- ~ 34.2 --__"" ~ ~J~-____;;-------=----__ 32.7~ L!.J GRATE ELEV. = 31.11 curb I - ;1 8 [] TIT- - - ~ ""........ IT] :.::. -:. - - - - - - --:. -:=:: _ _ = - = =:::- 1"94 ,l...l/" _ C.L.P. THROAT ELEV. = 30.98 .\ .,. o~rr 8 T.S.~ 8 - - - _ - - - - _ _"Iii: W. --- _ ,.. .:t 13" N IHV. . 28.90 IllLOCKEOI "" . rsr 4 ..,... - _ \n: ~ , S INV, . 28,80 I ~ - - - - - - - ~ ~ ,\!3. H2~ In -;,~.S. ~ . ---------- 34,8 9 1 9 T~' 33.54. i, 33.63 IS"R.C,P. I IS"R ; ~ 350 - - - - - - - '\ ....... underground f- -. - -,.. ..;.p.... 12"R.C.P. ',....- - - - - - - _ A ,- tlllty vo.ul t J~FA~~c~1~~f6;URE 31. w.v.--- 11 b;: - ~~ JJ - - - - - --<'6 g., L.R ~ 'WR.)- _ _ _ _ _I ~\ Hft u INV ,1819 I ;;3CI~~:~ /1 36.3 351 / ~ _~ ~ _ I . 1115v/ ~~~ - -_ . JIj} _ ~ _~"';trm 35.3 \ :1~'r4 34.41 ~8"1 <;;~ ~U, I II 'f.I [./l/.L,/ ~ 3. // - _ _ I '3(13~"\ ~ fl'd8M. I .-I,Au . ~ v/// --- ___--- 1[/1 ~,_ ~~.52....T.S. I II r/ V / .~ .,=-_____-= _ J'. I ~ 34,6534.25 I I I 2 W/ffi / '~6 nsphnlt pnvel"le~2 W~ : I "0 I ~:: ~ ~cr.:11 '" Zf~ / ~ ~~.~ r~~..,. -'~. W-<~~( _ " ..c W-0~ II~H e 10f1 '/7 ~. · I "" " .. """'~ r ~ 34,03 e ~I t?' / '" /' /- '~;hcJ7J I" con ;. ,1>1. ^ ,nh. l> 31,11 c>. "tJ ~ r_3t~r 34,51 :,67 1 34.15 ~~ 1 . 8 ~ y~ ~3~ [~ ~ ,1,1 3 ..~" 12 ~, I" l> tr eon~ I> f1l ' l>. ~ : ~ ~.51 ~ I 3436 -X- ~ J ~0 0"4. . . J:!.J :::-, 1;' . .. I " . ,,' I. L;,.J.. .1101~ : : ~ ~ ~ ~ 0 ~ " -j/ ..d1 .. l:f . . "... - co;;-.... - - - ..... ~ _ . ". grease trfP . d Eo-< <- : ~ l' ,~ ~ ~ v. vUPhalt po.eMe C/ }~~~ 8?~ ~ ~~ 'l~:.--:;:-- r~~ b ~ ~ if] ~ Cb ~I_m ~~ 2 ~~ /Z .~~, ~ W~$/r2~Wn7~}'~~' ~ I 35.62 .86 35'58~i Y. " . ~ ill I 5 "J.21 35,26 i 35.28 cone l> nsphnl t pn vel'le 4 t' 3~,S: .- I >-'1 ~ ~ ~ . r711 ~ Jb I m t> I : &1 P,~ :31 3 ":"t ~ . I" L.!.J I 4 II ~ 1 ~ ~i ~ j '-f: ~ l>, ~ ~ 5 I LOT 9 _17\I:f \1J-4 ;?: ~ 2 2 ~ i I ~ ~13'r~:~~/ I f2 - "A (I /" /~ LOT 8 @] 1 ,I til >- y ~.&~, I I /, ~ '%1{,' ~ -j/// 5 10 I ~ ;d/n'~~ I 3tf-:7 cI35:83 r 7///W/"T/~lfP: ~' 2~V ~~/// 3 '~L'L~/ ~2 ~~~~~.L7J~~L(. '_'L~~II'-~ --~ (1)_, ,llj/0//// '/~ /~, , ,'""~, -/~/{/ ~yqr. ., TJr7T7 p")7hZ/'///-/77/78~~~~ltP,nVel"len~1A I 1'" ~ > ~, r ~&--0/Z'r/ ""7/ ~6c'I1/ A: ';6',/// '/ / / // 7 . - VI I "/ ~ lL ~ ~ /7.,. - 'L/. / /4 . 'rv.1frlfi 'kL.././.../.-. -/7 ~ . / ....0..% I _ 158 31,50 ~illU'~' - 'c> ~)t ,@,/ I" ....I"l>.Im'.~.~ ij~'Y2~~~ ~'tr-m~--c>- 3,94l>, r:z- V 38.08l> v ~'I"' 1"/1 2ft ~ m~~ ~ ml m~~:V~.~1,4e_ 3646 1=1 f6,4~ ~ 1>8 c> 13 I , 13 v, 1/1 ~ ~ 1 I> . D'." ' r ~'~:7"'/ ~ I ~ ~ :9'11 m~ J31.13 I ~EIN~~'.':: 36.06 ... I' . ,. I ~ U I" 1"" .' e8'ne c> ~ / / I T,.C. ~ -31,40 , W !NV , 34,94 . ~ u 6 'Ii', , l>.' 31. . ',~I l:if I" ' / V / ..~ I 31.11 ]7,12 V l> ~,55JlIMEilV':..l6..4V:.~UB ~J!4 l> eonr v%~ P\.!oc:~~ ~"'"'"1-""~". m'~m' . 0 /7~/'I"I7' f' 5 17. : It( ~rilr .39 6,26 N INV-:I 32,55 I T.$,c> . . l> l> /" /- ' U 3 . 6 . 1>', .. ,~~ m r ~ I _ . 31.66 ~::~:J~~ -I v; v '1"t>i7 . . /1 'A '/A '''.51 · . ~ nrr ~~ ,II rrli-!--111 I · .,. ".... . lI:~ ... ,,'" .,. ..F L ~...Fonc .. . , .. '2L..: '" .t; ~ I I : 11-r'-I' I'~ tr. l>. l> I. l> 't7 ..~ l/ ... ,!>. .: .. '/ /~....~~ WM : ~ 7" '12,~...-: 3&1!!, ,) : I i I I I ~ ~ 1, 0 ... t.. .. ... "ill l7. ~/ A 2 m W//; . ~"~. . _ -"J _ 36.96 I>: , C> t"7l> I" ,l> 2 v,~ ~ 36.48 _ : I" LOT 2 .t7 l> ' / , , 1/ 1 2 _ ......,.. >-_ 3i80 J~'~n ~ I 31.22 I ~~.9~1 31,6~ .. ..... g. I" '. 1 LOT '17:3 l> _ ~ [/ :/ ~~ 1 :31 ~ )C o I - '~J ' . ...... ., v i' .,1>' 4 '/?7- v 6 eone~ / // ~'(R"-./~ ~ 1 u- 0 31.79 m8 0- 1 I ~7.64~!"':p__ -"'-- -- z;- -: -'fs,34 ' . , .I. c// ~ ;m ::J~~.-6"f'" ~~~r:.J'" "_/"--/ ......1. v-:ol g3119 I e I - I C.L.P, 38,60 .' l> " r _ I .J -3 -3 -3 -3.J -3 .I.J -3 ..J..J -3 -11"/--- / S.C.o - 03145 -0 1 1:tll ~WI. I" t7 I t> t 2 ~(J.J-3-3-3-3-1 -3.J.J]-3-3-3..J-3 ..,... r ~ I I 0 I " :~:~ I -'~ & '.. : l> 1>'., ~ l>~ . I" t7 V. l> I" ' ~:JJJJJ.Jm-3-3JJJ.J.J.J-t!.J.J.J.J.J.J.J-3~-3-3-3JJJJ I' ,:: i \ I ~ ~ 8. ~ · I . " ~~. 2 O_LLJ...1 3 -!-++:J]]-i1]:HJ]]]] 3 ...1...1...1111: '1 '" I I ~ j l> l> ' I ~ .J -3 .J .J .J -1-1 -I I -+j I 1 1 1 I 1 I ..J ~ .J .J .J II I IP I ~ - N Ill, I" I .JII r7":: -3.J.J-3.J-3.J.J.J.J.J-3-3"1~O 1-1/2 story 1-3-3.J.J-3.JII3S'~.ll B- oc d I t7' 1>. I" t9 38.2H' 'L,' r ~I nsphnlt pnvel'le ~~1~ '/:: -3.J-3.J-3-3-3-3-3-3-3.J..J.1"l sonry nnd l"letnl..J-3-3-3-3JI I ~,I m~ I a:, - Wl.1.. t7 riO - - - - -:- ,[ . ~. .J-3-3-3-3-3-3-3.J-3..J-3-3'b Ildlng :J=tJJJJ-3-3-3.-1-3~1 ~ 1 H'illg i 38.10 ~UJ 131,55 ~ ~t:a~ ~.J138,52 eon( '38.2P l> , '38.89l> II .-1-3 -3 -3 -1-+++++++-\ j j j .J _LJ -3 -3 -3.J -3.J -3 -3 -31 3 t5 I~ _ I v v t7. ... ...J.J.,.I....--r- 'I ~.-I!J -3 -3.J -3 -3 -3 -3 .J -3 -3 -3 -3 -3 ~I I~ ~ I 1 1 - -e i.l> V l> I" 1"'; t7 438.1 2 __ 1.-777.. -3~-3-3..J.J.J-3-3.J-3-3-3-3-3-31 I 1 I i....... : i; ~ ". m p t c:". · '~I · V / 2 1 W W7~ ~j~jj~~~~~~~~tJ,: f~ ~ I ~ ~ ~~ · ... .. "1 ..~".. OJ ..~ .." 0- V': ~~ ~$/33~~]]]#B~~~jj~~ . *' I ltlI I ~ ,wL~ ~~"""j . '1. .' . .." W~m~~onc 'l~ ~~~~d::J~--1-l...1...1--1++-H...1r' ,!~~ I ... ~ 1 13f62..:trI fL !... - ~40~. ~~$/I / / // . ~~ ~J I 38.26 '\ _3 :29 ~ : ;:- - ,- ,,:~ 3ll.45 l> _ 38.fiillS IN: '39,ooI3l(6cY . 38.61 l> 38.69 ,38.68 I v' 38.:85 , I , 38.73 1:....38.88.JZ.. l> ~ .;;. .r; 8,33 - \ T.S.P. L.P,..- I I WI. -'-. - - ~~ ,,--,,- 138.63, 1",1, ,d!!'5 , ., Il..~ -;:, - , .~~, ,T"'" '1W1Il...., , '7__ I. '.," .....S,.- .w. ,. . cone ,wnlllGL -01. :.:~,. 17, t ,38.4SC ". ',,- rl38.68..c1l.. ,p.18 4~ t1ttr lin;, _~ '38.69 ~, . -L-" . ......,.,. ,,'Ue.lJmDo~, .'(. 38. , , ' ' , . :::...-"'" ~59 _ ~,~~::;;; · Il - -r; L "2' "'-', .-'llJIP ~'~' ' '7 ~4 L. a.l.. ___..~35 1 1 7IIl . " I- --..-.....~ . ,38,00 . ,~,~' 6...,,38.14 , 'K"..awe.. - - - _;;"'_ - - - - - - .,. - - - _'Dj_ - -1s~- - ,,~... - - r - - 38.10 drop 1- ~7t w., ~ ~--_. ___a.___'________...'______ ~rr-----_r~4.~~I- ---- -~t~8OI"r(.etl" ~t~ ------ 38.25 (2 LANEJ;:~' 38:22 i 38.22 curb - I, - lH3 OJ jr~ ~t:i9 OJ 31,9\ 38.04 38,08 ill '18 (70' R/W) 1 'i:j) 1 _ II I: RN ~',3aol 1 1 ~ _ , _ , _ , _ , _ , _ I _ I ~ ' _ , -iL , _. _, _ , _ O ~- I-} ~ :: :::r 38.45 38.51 , ~4, - i~ ' 6-0-" ~LAY, S' -1TfI'- I - , M' - I tr- ' ""'I:) - I ~ ' -I - '~ I 1)- , N - I - A- 0 V E39J2 39.02 I 38,99 - - r ~ ,V'.;.3I;7!..., _, _, _ 0 -, - t -, - I - I - I - 0 -, -, - ,_, -, - I -, - , r J:\..3 n.t\..I\, 39.0,(\, U' . I ;., asphalt pavement _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ .._ - / ,I '~i L .~- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~- - - - - - - - - - - -..-:'- - - - - - -- - - -. ii: - - - - - - - - - - - -!lit- - - "'(~- LU'lES) ~~ l!:l! I@ lie' ~I:~g2 W.v'@to- 1 ~7:i5 Jt:r~ if:~ ~t.05 ,~~I~ 7' conc curb 38.29 38,39 PP ~U2 _ drip cur J- I !Uk 7, I /. /ti:U 37~ I ::.52~:~~f' ~45 gpP;~X;:~~lOpC:rtl~~t)Ofor- - - ill.)::;- - bIl14.l!,EV....:..39,0l_ I 3148 - - - - - - N INV, , 32,3/ 'J' ,...I'\n(' ('llrI... .~~ 31.4811~14~ ' ~ - - - - Cleo.rwo.ter Atlo.s _ ..... 'OM U ~.14 33,81 31.6 31.6 32.3 LOT 2 __ 4,01 ~I-- 34,01 ~:r.Nlt:..r--. 34.11 ~ ~,23 ~,25 LOT 7 32.5 '4A.. _1'~ no 32,9 33,3 t'3" 33.1 l' I 1 I I 33.93 _conc RIM ELEV. . 31,61 E INV, = 12JI S INV, , 25,39 NW INV, . 18,39 W INV, . 12.11 - ~I ...J 0- tol 3,89 \ .Y d ~I U 81 U I RIM ELEV. . 3130 I NINY.""28.20 \ I S INV, . 21.11 E 'NV. = 21,10 W INV. = 27.16 t. , ~. ~. I 31,00 .-- a I I I 38,59 ~I~ ELEV. !26.10 -L ~'~V S INV. , 32.50 _ SE INV, . 32,46 I -- E INV. = 32.48 W INV, . 32.46 I 7,62 pp, ,38.26 382~ conc , (typicc l) b I 31.61 1 ., 3123 UP. A!.I1 37.12 3l:gg ;:.V 3i4I rsp.1~65 DEMOLITION NOTES L!G!ND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC,) AND IS NOT LIMITED TO WHAT'S SHOWN, REMOVE: r. ....,"~: ,.~ . ',," ", ..' '" ':: .\~.; \'~'.:'."':,.'~~ : CONCRETE I'. ) /':,: /:>/ ~:. ';::::.;,'" ,. /.' /'-,. // / ,"/,',. ASPH, & BASE LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL BUILDING OJ m m m @] [I] m [I) REMOVE CONCRETE PADS, CURBING, AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT, REMOVE ASPHALT AND BASE. REMOVE EXISTING STRUCTURE AND FOOTING. REMOVE EXISTING FENCE REMOVE/RELOCATE TREE. REMOVE CURBING TO THE NEAREST EXPANSION JOINT, REMOVE EXISTING STRIPING, REMOVE EXISTING POWER POLES, OVERHEAD WIRES, GUY WIRES, TRANSFORMERS, BOLLARDS, GREASE TRAP, ETC, COORDINATE WITH FLORIDA POWER, VERIZON, TIME WARNER, ETC. ~ REMOVE EXISTING SIGN, [!Q] [UJ ~ B] REMOVE EXIXTING 6" & 8" CLAY SANITARY SEWER, GREASE TRAP, ETC., CAP AT PROPERTY LINE, COORDINATE WITH CITY OF CLEARWATER UTILITY, ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 1;':''' LIFTS TO 95% OF MAX DENSITY. OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN ~OLlD WASTE DISPOSAL FACILITIES APPROVED BY F,D.E.ft'., AND PINELLAS COUNTY. REMOVE EXISTING STORM SEWER PIPE AND INLETS, CAP/PLUG AT PROPERTY LINE. D~ ... tii en- SCALE. 19.30' 10 o 11 30 10 ~ . III II I] z =~ 52 00 ~ '\if . ." ~ ..Z K ..; o -.. .. ... .,. z SI . ..- K X~ ~ ~e . .Z ." .. IIO~ . ':' .,. ~ MIM Z ..Z III ".;i ~ -- Z .... ,..~ o t: I K 1M - > Z III . o . M I 11\ . " D'" Z .= i O. Z ~D j .; .. :1:0 D ~~ Z 1M .. . -. .. Z.. ... . :>>~ ~~ II ... ~ O~ " M" . NES Comm.: 0105 I Drawn By: B.J.Y. I Checked By: J.Y.I. Issue Date: 01/04/01 Revisions: No, Date Descri tion / / R DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS ~ Z o U) U) i! >- c z :c ~ t: :Ii oes 8 ;e . .... ~ ticifi c -Q:I! Q "'-G.Q- ~a::oca:: a:: 9u:1 s9 ::).....iC........ >< :=ciQ;ci - &&.I ~ &&.I &&.I ~ .... ~;t:~; ~ 8~1u)~ :::>> u.i ~ a:: 0 :3 ... . .... 0 00 .... ~.U) u..... ~U ,: ,~ ., z :5 A. LI.I I- - en z o - .... - .... o :IS ; LLI ,Q 'r,:. :--' : f ,; "C".'" "il.21 *tJ i~ ~, " ;~: ?1~f . .. ,'t r :~ I.,' "l-.' i' .~ .J ~(IJ ~;., 1;,,&'1 ~~ t, ;;Ce:/ l~.~~ /~'U m It-N1 ..I_I ... YlIca I > me R!t.4 ELEY, , 31,61 E IIN. , 12.11 5 INY, , 25,39 NW INY, , 1839 WINY. , 12,1 RI'" ELEY, , 31.49 SE INV, ,28,33 \ N iNY, , 25.61 W INV. , 25.58 \ \ \ telephone :1 r"cnhote I~'~ , drop- ClJrb ~ GRATE ELEV. , 31.77 THROA T ELEY, ,30.98 '\ N INV. , 2890 IBLOCKEDI \ \ ' " ' '"" \1 \UJ~J~,\~~{T~R~~~f6:URE [I Sf IllY ::8 7-j I B"conc---____ curb '~ [ II , 1J '- I::J v I II~ I 1 ~l uil ell 01 vii 'ro[ I I I 'x' '~TI\!G 1'1 c.. I~ " . C~,J-STREET ~ .11 lL Pl1,RKiNG ~t T I i 1 I 'I !I Ii il 'I I~ :!~ "U II D- iit II II I II II I I I ,-... ~ '-... ~ ~ o (0 --- ~ ~ W ~ ~t U) ~ ~ ~ c ZE ~~ ~ ~ ~ ~ VI o l~ D- o '- <:J ...... o o N m tn cD o CO o "<t o ~ u o =' .c f- CJ'l ~ '0 OJ ~ 'rl en - L!1 o ...... o ...... ...... o o N ...... en ~ u OJ (FULL ACCESS) ~g~~g/ @ ~ 41 @ ~ 10" 8 Qf11'38'E 116.00' - - ~ ~ - - - - .' / , / ..- r--- 5" \ dlr I 5' 1 ,-... \ drl e ~ I L_ I -.-....... ~'-... I " " I " ~~ ~I 18" ~ I @ "" ~O . ~~ i O~ u c 0 12 U U 10" +' C ~~ ~~.. ~~ d 00- I ,I RETENTION ~~ ~ ~~ ~ POND *2 ~d ~ ,~I 4!1 IX) 1 story wood fro.Me go.ro.ge 7@ 6' wood fence Me to.l t:shed conc-~c wood pore II' @ @7" @ IS" ~ o ~ conc- ClJ o :I: lfl 1 story Mo.sonry #607 o.spho.lt po.veMent 1 story wood '@ fro.Me 16' @ - - cone i drive I '3'@ - ... IND iANll Ii VENUE _eo~~L{2-~~ S) - ' 3' Ie 1J :,:: -I '- ~ :l U U U c z 0 0 u u 001 X '.J Ie , ~~~~~~~~~~~~~~~~~I ~~~~~~~~~~~~~~~~~I .~~~~~~~~~~~~~~~~~[ ~~~~~~!~~~~~~I-[~~~ I, ~ ~ ~ ~ ~ ~ ~ \- ~ ~ i-- ~ ~ ~ ~ ~ ~ I ~~~!~~~~~~~~~~~~~r ~ ~ ~ ~ ~ ~ ~ ~ I ~ r- i-I ~~.~~ '~~ r- r- r- r- r- r-'-'- ~'-'II f-PrLA'1 II . r= F U I...!..'. iii I X = r= ~ II ~~;~.. -II ,J -~ r=~r-r-127,887 SuF.-'~~~~1 ~~~r~71 ~R,OTOTYPE-~~llr 111~1~1~~~I!~~~~~r ~11~111111111~II~r II~IIIIIIIII~~~~C II~I~IIIIIII~~~~~I ~lllii~I~I~I~II~1 ~~W~~I~~~li~~~I~~r ~~~~~~!II~~~~~~~~ ~II~~I~~'I~!!I~~~I ~~~I~I~~~~~~~~!~~ ~~~~I~~~I~!~~~~~ -I~I~III!I~~~~!~~~ I!~IIIIIII~~I~~~II l~i~I~~~~~~r~~lllr 7' ~IIII~I~III~~II~I ~~~~~~~~!~~~~~~~~r ~~~~~r~~I~~~~~~~~ ~~I~~llr~~ORM~ ~I I ,- ,- @ 21 ~ I~ II u: 1- I~ 13 ~ z I ~ :) <( ~ , u z o u :,:: ~ ~ u u c o u I I I RE A-Il;------- - 8,450 S.F. I , I 4 CONC'I WALK ----- 2 cone curb (70' R/W) . (2 LANES) F 0 R T tI A R R I S 0 N A V E. asphalt pavement .. (2 LANES) 2' cone curb " I / -0- TRAFFIC SIGNAL / I ". .~ a c- D.. ...... en CJ'l c ,rl X ro c- O ...... a..: o · ~~ U) ~ f Z :J U 0- o "- <:5 ~ ~ Sl "- :J U 0- o "- '0 +' C ClJ E ClJ > d 0- +' o J: 0- lfl o ~ o ~ u c o u PARKING TABULATION SHOPPING CENTER PARKING INCLUDING OUTPARCEL 200 TOTAL BUILDING S.F. 44,087 PARKING PER 1,000 S,F. 4.5 I i i I !! @ej cone tlur\e r T 5 ~ 2"x "RI~BON CURB WITHflfAYNEj UNITS 01 ~I ! ;:,11 " I '0- I t@ ,.!' S 00"20'46 @6 '2~4' 13 T 5 T I - a= ......... ~ ~ o l0 --- t~ I ~ ~ >~ E ~ u ~U) o . . ~ lJ Zl ~ ~ --- r..f'1 ~I j! CoJ f? --- II ~ ,/~ ( ( I I i I ~ I I l; I I" I ! i ~~ ,--. -e 'jCCr1 C 11~--~1 u c o u Co t rr,s. (FULL ACCESS) LEGEND NEW BUILDING NEW CONCRETE NEW ASPHALT NEW HEAVY DUTY ASPHALT NEW BRICK PAVERS SCALE. 1'-30' U~ z ~t g 00 I- COU . . . 'lO~ I- "ltZ ~ ''It- 0 _CC t-~ At 1'4'" ~ Q Z eZ . II - ... tJl ~ xt .. .@ w. . ~:J: ,.,U ... co'" ". . MI- .'" I- MWlI Z .....Z &101 ....... t ... -- t-.c Z ~t eo 0 - . DC w - ~ > z 00 &101 0 11III ~ M . . '^ <iO " ot- .. Z ~~ - o~ z z "0 . cc- 0 ... ....c: At xO 0 U'" ...Yo Z .... ~ -cc . ::J:.... ... I-~ . ::)~ ... ~cc - ......c ~ o~ V MU ~_ drop curb--... /~ -, " ,M' ",,' I r 30 0 15 30 l J !' : I i I, i I --:/ :< , ~ I ' : I NES Comm.: 0105 -I I I I Drawn By: B.J.V. ! j " Checked By: J.V.1. I I Issue Date: Revisions: No. Date , 01/04/01 I .J -', Descri tion l ~ DESIGN/DEVELOPMENT o PERMITTING & BIDDING I o CONSTRUCTION DOCUMENTSr z :5 a.. w I- - CI) CJ z - :=.::: ~ en w ~ Z o en en Q2 >- ~ Z :J: ~ . a. t: ~ Lt) ofS u ~ L- C'" ....: z M en<cw <c -c~ c w;xa.cii:1 ZOO~Oi ~..J..JO....J ::) L&. ~ 0::: u.. ><~cic~~ _wwwww .....I ~ ~ t:: ~ ~ "'8~~u)~ ?~~~i~ .... en u L&. ~ C,,) .' ; fC3. 1 ~i" 8~: .;11 ~ t . p~ . . ,,' .....,t~a #4. '\jj ~... 'w"" ~ ," ,'" ..... o o ru ~ ..... (T') co o ...,. o ..... u o :::l .r::. I- Cl X '0 Q) ..... ...... en ...... Ln o ..... o ...... ..... o o ru ...... (J) ..... u Q) o C- o.. ...... (J) Cl c: ...... x C'O C- o ...... - "~~~H~if-!.,n~l~~I~~!l'I'iT~ft~.i;"Ll l '@) ~ 4/@) ~ U/ o >'1/1 u:eo 10" .,gu:p + ~ <[ 33,3 33.24 32,5 OJ OJ "'3"3,3 3338 .33.26 ~ a. ~ 132~-- E: ft. +' 1 dlr -"'01 ~ .f ~ I drl e ~~ 5. 1/1 0 'ID---na a.Cl~ I'" Cl Olu " "~ .).).~ ... o 32.97 ~ 2. 5 33,87 . 33.74 ~ s OMf38we n6.00' - - ~ 31.6 - - 31.6 - - 32,85 r m ~m ...,~: 3 12 33.05 34,07 34,07 ,34.17 32.3 5" 36,,1 @) 1 5" 32.5 1 ~~ ~ 12 10" 1 1 ..-.. ~ ~~ .6~ ~ -0 C.L.P. oe u 33.95 34,04 '33.9 C ~~ ~~ 08. ~~ ~-5. ~~ 33,93 32,94 ~ ~I ~I ~~. '34,23 335 z 34,25 ..Q ~ :; u 33,3 32.9 14" + 13" a. 1--4 o ~ 'U Oi~ Ifl 33.17 32,88 +' C OJ E Q.o > o 0. 34,30 II" . 7@; 330 '33.1 33,8 '33.3 1 story wood fro.M go.rage At: I t:NnON POND 12 TOP a.. 34.0 BOT. a.. 30.0 ..Q !.. :; U ~ d ~ U C 6" o U C Q.o .ct. o s... ..Q 34.0 6' wood fence .ct. c; "" u c o u I RIM ELEV. : 31.61 E !NV. : 12," S !NV. . 25.39 NW INV, . 18,39 W !NV, , 12.11 T 1 1 I .1 a.. ~I ~I 1 RIM ELEV. · 31.49 SE IHV, : 28.33 N INV. , ~.61 I W INV. : 2M8 1 +' c; ..c a. 1/1 d ~fi 34,96 I. ~I 34,5 a. o s... '0 JH~ 33,36 33,09 34,8 34,89 34.68 '34,64 34.7. wood pore 34.74 34,86 34.2 3389 g' ~ .ct. c; ~ ~r ~ 15' OJ c; ~ 1/1 35,32 asphalt paveMent 35.06 1 story Mo.sonry #607 35.42 1 story wood "~ fraMe 16' ~ 35,16 CONSTRUCT NEW CURB CONST, NEW ",H. IN EX, UNE TOP EL 32,0 EX, INY. W 25.59 CVERlFY) NEW INY. (5) 26.00 NEW INY, (E) 24.27 35.07 35.34 ----- conc drive 3303 >>Hg f2'~4 . ~OO. , 33.39 33.82 ,2 13" @) I ..Q l... ::s u u 33,40 ~ U ru 33.46 33,18 OOW.. 0" ", c,'? '/ ~~/ ", ", ", ", RET AIL 8.6 F .F. 4,200 S.F. F.F. 37.0 '35.0 3363 underground utility voul t GRATE ELEV. : 31.n THROAT ELEV. : 30.98 N !NV, , 2890 IBLOCKEDI S IN.V. , 28,80 T.S. T OUTFALL STRUCTURE TOP OF STRUCTURE : 24.65 SE INV, , 1879 F.F. 37.0 '35.51 :I: (f) ~ '33,9 39.60 $?J'~. 34.52 T T. S, 34,65 34,25 35.74 '35.36 '34,49 '35,48 33.94 ..Q 33,60 5 o 0- 34.03 e 34.57 '0 34.67 34,36 35,29 ~I I '34.75 l' t (j, ~ kM ~ ~ V1 ~~ '35,89 ..Q .... :::I o / ..Q .... :;) o o c o o Publix 381} R.I. --A----a5:e 38.7 ~ ~ . 0::> 27,887 S.F. 27 PROTOTYPE 12. PVC STORM F.F. 37.0 I' 7.17 @~ .0 I 36,80 35.62 35,26 38.59 - - "'-+S8.0 ~ ..- 00 ~ ~ ----- .. :'AA .,H.Q - - - Nt~ EXISTING ON-STREET PARKING / ~~:s, '\ 137. __~~_--- ..III 34.6 38.07 38.15 38.08 36,!\o 36,92 37,62 REPlACE CURBING WHERE APRON REMOVED 88.7 .-vv '36,73 '37.17 - ---'37.34 37,81 ---- .36.0 .38.1 :It .. 37.38 l.p.. '37,06 '37.90 37.31 37.22 '37.91 I \ TYP. ROOF lEADER CONNECTION PER BLOG, PLANS 8 1}37.9O. .~.36 ---Rl.7'-sa. ~ 37.66 37,51 37,37 37,66 8.5 ...... -..II'.t.......... '37,34 '37,78 38.39 P.P, 38,00 .38.3 , ~ 38.171 L 38.17 ,D: ~ 38.16 : 38,77 il.<)6 37 3 1 : 37 ~ '7 " 3 . - - - - -..wr-- - -- 36,96 36,48 I I I '37,22 I I I I I I I 37.~ I I I I I I '~ ~ *'~ ,',.0 *' *' *' If /38.04 g37,79 037,45 o ~ 38.22 ~ .37.92 32.7 @ ~-- ..Q .... :l U a. o .... '0 38.~- "Nt 37.1 _ _37. l I !f~~i tit I t I -1-1-+- ~~ - -.:t--I--+- 37.u 38.10 I I r7 'tM 7.88 '38.34 . 0::> 36,6 37.17 C.O. INV, 34,46 BANK 3,750 S.F. MAX. 35' F.F. 38.8 F.F.38.8 38.22 ,38,26 lUI 38.23 I 137.0 :.<: ~ c..i z o u ..Q .... :::I U U C o u 37.3 ...,.,.. T.S.P, (70' R/W) H A R '39.R ISO 39.02 38,99 37.0 37 ix:l 38,45 38.13 38,22 38.35 38.10 38,22 '38,88 38.5 38,67 38.69 38.68 3841 2 conc cur ~~ j:~ 38.32 38,46 38,25 38.53 38,28 (2 LANE~r 38.28 38.17 37.95 38,01 3804 38,08 38.15 37.83 37.91 3803 37,69 37,81 37,86 37,52 37,55 ~l,g8 37:34 37.38 .JI / -0- TRAFFC SIGNA / I " I @ drip cur I 37.52 I T,S.P, A V E ~9.12 (2 LANES) 38.62 38.30 38.41 N 38.74 FOR 'J;3 38.45 3857 asphalt pavement 0> 38,30 38.10 38.14 38,45 38,27 38,32 ~3 38.29 ~g:~ 38.39 38.44 3813 38.13 38.23 38,00 3805 38.14 37.79 37.88 . cone curb ~7.91 ~m jf:K P,P T.S.p, ,65 .45 / "'" ,..t'\nt'" ("llrh' STORM SEWER STRUCTURE TABLE # STRUCTURE TYPE TOP. ELEV. INV.ELEV. ill TYPE "c" INLET 34.8 31,36 0 TYPE "c" INLET 34.5 31.17 0 TYPE ''c'' INLET 34.5 30.99 @ TYPE "c" INLET 34.5 30.81 @ TYPE "e" INLET 34.5 30.63 @ TYPE "c" INLET 34.2 30.40 (7) TYPE "c" INLET 34.0 30,11 @ M.E.S. --- 30.0 @ CONTROL 33.50 28.77 STRUCTURE @ STORM M.H. 34.6 28.74 @ 32.77 E INV.-24.27 NEW STORM M.H. W INV.=25.59(EX.) 5=26.00 @ TYPE "c" INLET 32.7 BOT. EL. . 28.7 @ CONTROL STRUCTURE 32.0 VERIFY CONNECT TO INV. 29.0:t EX. 12" RCP @ STORM M.H. 33.5 30.55 @) M.E.S. --- 30.5 @ SE INV.J~X.J.. 28.33 NEW STORM M.H. 31.49 N 1NV.(NEW)=24.00 W INV.(NEW)=24.00 E=12.11 @ W= 12. 11 EXIST. STORM M.H. 31.61 NW= 18.39 5=25.39 hEfif 5=23.72 N ? STORM SEWER LINES SCHEDillJE ~..' LENGTH SIZE I i TYPE SLOPE(%) LINE (Fr) (IN) 0)-0 62 18" RCP 0.30 @-0 60 18" RCP 0.30 0-@ 60 18" RCP 0.30 @-@ 58 24" RCP 0.30 @-@ 75 24" RCP 0,30 @-0 102 24" RCP 0.30 0-@ 38 24" RCP 0,30 @-@ 83 18" RCP 2.00 @-@ 277 18" RCP 0.40 @-(D 140 2" PVC FORCE MAIN @-@ 12 15" PVC 0.40 @-@ 14 24" RCP 1.93% @-@ 28 24" RCP 1.00% .~ ... til en' SCALE. 1-.30' 30 o 11 eo 30 ~ .. -- II 1]1 Z :It !2 00 to- ,"- . ." to- .. z . ..- o -- A. --- ~ .,. lit A Z l::z . ..- . xt to- ~e . .:1: ." .. !;:: . ... .,. to- '" 1M Z ..Z III ...:; ~ -- Z ---. fI4I~ o l:: I . 1M - > Z III . o . '" I 1ft . " A--- Z .= i O. Z -A j I- A. :1:0 A ,,~ Z ;I .. . -. .. Z... .... . ::)~ ~- II! ... ~ 0:1 " "''' . * SUMP PUMP BY BLDG. PLUMBER (SEE ARCH PLANS) I NES Comm.: 0105 I I Drawn By: B.J.V. I Checked By: J.V.I. Issue Date: 01/04/01 Revisions: No. Date Descri tion 181 DESIGN/DEVELOPMENT o PERMlnlNG & BIDDING o CONSTRUCTION DOCUMENTS 11.I ~ Z o U) U) ii >- c z :z: ~ t: ~ It) o<<S u :e . I- ~ ticifi c a::Q:E Q 11.I Q2D. QQ2 ~9~~9 ::::U&. it ... u.. >< =D!Q~D! - 11.I 11.I 11.I 11.I11.I ...I z .... I- 11.I .... a::;-~; m 8D::iuia:: =>> u.i ~ a:: :; :3 A. uiae:2a , It;. z ::5 D.. LLI .... - en LLI C) c:c z - ~ Q Q Z c:c C) z - Q ~ i';;~ ,'J.'.',' .,,/; }i~' ~;.~ ~1~~; *#;i 'C':'4., 1 ;,,"', " " .. ,; 1 ;:~:;~{i~ ' ~~" ~~~,~~> " .11 ~4 ..; , ~:' .:"\f'i~,~ \.~, n r:~;j" ~::7~~" #.i'~:;~~"~'" .'.'\;'.' .' ~ "y . ~ul(o<:'l' .;':~; " ~e 0,.... "~, t;,'t If" . . I ~';1 ~'\S G}> LAC .... o o C\J .... In c\j (T) CO o 'q" o .... U o :::l J::. I- 1 I I i I I 1 i , t , I I I , i ! I I ! I C'I :JI: '0 QJ .... '..... en - In ,0 .... o - .... o o C\J - II) .... U QJ '..... o t- o. - II) C'I c:: '..... :JI: t'C c3 - a: '@ ~ or @ ~ U/ . d >. \1\ ' ~~d 10" I ~U:p ~ I 01 t. <t: I 32,5 +> 01 t. ... 1. d 0. (\J 132-:9-- 3,3 !; (\J +> I dlr I Xed I I o - ~ I drl e I t. ~ t. L_ 0. \1\ d m-- I 0. d ~ 3Nt 33,: (J)U~I r 33,8 o+~ i : C,j. 8" n o >. I c ~ 10" oU +> d t. \1\ U QI d o o.~ +> 01<[ 01 C +>::;t. ~l.~ .- (\J d X +> ~ o d t. 5.~d 0.. 01 dC\JU "+ .),),:1 o t. "U 33.87 ~,74 P.P, . ~ ... tij M' 31.6 8 on1'38ee 116.00' - - '31,6 ~ J - 33,3 , 33.24 I ~ 33 38 33,26 i ~ .-..-1Il !;;;.. Iz ~ -c1j r:......" I. c-" ~ -1:5 .6~ I ~"O fL.P. OlCj - '-' I U 33.95 i 4,04 33.9 _ o ~ ! ~ ~ I 08. ~~ <-& ~~ - - - - I r1i:~ _ 33.05 I i~ I i~ 32,3 32,85 32.71 32,n 5" 5" '34,07 34.07 34.17 32,94 ..:x: 1 ]1 ~~. q,23 q,25 32,5 32,9 7i 33.0 33.1 n" . ..Q l. j U a. I~ o {j 1~32.84 -......85 .7 31.17 ~U~ - +> I~ -f; I~ -d 10. ..Q -+> 5 I] u - a. a. I ~ ~ i ~!, 32.94 - 33.36 32,90 33,09 ~ . .. .. '33.3 34,0 1 story wood fraM garage 6' wood fence '34,5 1 1 i I I I I T 1 1 1 .1 a.. ~I ~I , 1 Rill ELEV. . 31.49 SE INV. , 28,33 N !NV. , 2UI I W INV. = 25.58 I SCALE. 1..30' RETENTION POND *2 I I I , I , , , Q.30 >- <( -I U conc 34.96 Ix> 34,. I , , I ..:x: , ell ~, U, 8"6" ~I UI - , "'", . . , , 33.93 34.6 '34.64 34,8, 30 o 11 30 10 34.74 34.86 n' @ 33.89 34.2 RIM ELEV. , 31.61 E !NV, , 12." S !NV. = 25.39 NW INV, , 18.39 W INV, , 12." - ~I -I u. tol asphal t pa veMent 35.06 @7" @ 15' .:t d ~ U C o u conc ~ d ~ lfl 1 story Masonry #607 1 story wood n~ fraMe 35,32 35.42 35.16 RIM ELEV, , 31,30 -N '!Nv.-, 28,20 '\ S !NY. = 27.71 \ E INV, , 27,70 W INV. = 27.76 \ 16' @ 35.07 35,34 35.19 I 35.16 . I conc drive ~03 >>~ 32:~4 3f9 ~oo I 33.82 13" @ ~. " .~~."/ .>..- ";)fO '/ JI ", " " " ..Q t. j - U ~3.40 ~ 5.C,0. U ~ ~ S~ .. ., '-! . ." .. "Z . ..- o -~ .. --- .. Vi ,.. '" Z ~~ . ..- . X~ .. ~e . .:1: .\1 .. !~ . I' '" .. M ... Z ..Z III ".:.i ~ -- Z ---. ,..~ o ~ I . ... - > Z III GO o . M . 1ft . Z" A= .M i O. Z ~A ~ I- .. :1:0 A ~~ Z ... .. . -. .. :1:.. ... . ::>> ~ S!~ .. 0::1 M\I . ~ N 33,46 33.18 ~. W.v. GRATE ELEV. , 31.77 THROAT ELEV. = 30.98 N INV. , 28.90 18l0CKEDI S !NV, , 28,80 RET AIL 6.5 4,200 S.F. '35.0 33.65 33,49 33,54 33.90 1 - _,1 .'5"R.CP. -- 31, W.V, 32.0 34.07 33.88 33.94 underground utility vaul t '/ / 1134.2,7 / I NES Comm.: 0105 I I Drawn By: B.J. V. I Checked By: J. V.I. OUTFALL STRUCTURE TOP OF STRUCTIJIIE , 24,65 SE INY, . 1879 1 1 I I 1 1 .1 ~I ~I / r.5 '36,3 +35.5 +34.8 34.41 34,23 34.25 34.47 1 1 -39.60 1 I - 35. 5 ~.l.,------- - - .... I I HI 35.3 '35.1lI 33,9 34,81 ~::~1 ~4 ~ ~ fRr.c M,/, 34,52 T T.S, 34,65 34,25 35.74 '35.36 '34,49 '35,48 35,29 ~ o Ln - Issue Date: 01/04101 Revisions: No. Date Descri tion 33.94 .L) 33,60 3 u a. 34,03 e 34.57 U 37.1 ' I I 37,00 1 37,52 1 .JI 37,71 '1 crl :t 35.81 1 1 1 +' C ~8 ! ~U 8.~ +'~ ]~ lCIJ ~i ~76 ~/- 38.59 34,67 34,36 134.75 ~ l: Cb ~ to- ~ f" ,86 _ 35.58 >- ~ 35.28 ~ d~ . ~ tol fJ _U.39 1~W'.94 . ,-51;47 u I U:06 . 31.14 -\0 :-{ A: ,~' B DESIGN/DEVELOPMENT D PERMITTING & BIDDING D CONSTRUCTION DOCUMENTS 37,57 35.89 ::2 U U c: o .L) Co :J U U C o u RIME~E.L:'3P u b II- X E INV, , 32,60 W !NV, , 32.61 27,887 S.F. 27 PROTOTYPE 36.7 1 1 36~ R.L. --i-----a5:6 1 1 -36.80 ~~ I~ .- r.n ~ ~ i:o 35.62 35.26 +35.0 EXISTING ON-STREET PARKING I&.: ..J~ -~d I...,. ~~i-----~~:.Q _ R.L. 1 !,92 1 "'73 I 37.22 ;, .,7,91 . ~EL~,.37.48 N INV, , 34,50 SE INY, , 35.54 E !NV. . 34.94 W tNV, , 34,94 ..Bill ElEV, !..l6,10___ S INV. , 32.50 SE INY, , 32,46 E INV. , 32.48 W !NV. , 32.46 !U9 8' CLA'< / -, 3 -~ ~ l:> r '37,90 36.50 36.7 37,62 '37.17 +35.0 37.34 37.38 '37,06 '37,31 1 6 1.37.90. --~!~------ 1 R.L. 35.6 I 37.66 '3 37. i 38.39, 38.14 35.2 37,51 . \ ...-..._..._..~ \ tl EW M.H. '" 34.8 ....34.5 - TOP 35,8 ~-------... I INY, 30.62 ,,', - "1 3 " : ~_,_ ~ ,37.92 , '-'- , 64~ r-6.~ - , - , - , :a54 +35.3 38.04 ' '-'_,_,_ !t:~ . 37,42 ...B .3,78 37.51 ,39 37,37 37,66 +36.3 38.17 38.22 5/8. TAP 38,77 MITER/BFPD 1. PVC W.M. r--....... · ...:- _ _31. 36.96 36.48 11.I ~ z o U) U) ii! c( :z: .L) L.. ::l U a. o Co U 38.10 . IX) I ! +35.7 ~1-1/2. GAS UHE .0. INV. 32,04 I !:t.~~?c i tit I t I -1- -+ - Prw~ I I g37,79 037,45 u z :5 D.. LLI I- - en en LLI - I- - ...I - I- ::) >- z c( ~ Ii ~ It) of5 Co.) ~ . ... CW) ... z CW) U)c(1I.I c( a::Q:& Q LUii!~Qii2 ~9iit~9 :::n'- Ie a:: .... ><=GlQ~Gl - 11.I 11.I 11.I 11.I11.I ..... ~~!:~~ m8~iu)~ ;?~~~i~ ... U) Co.) .... ... Co.) 36.6 37.17 GAS COM ANY BANK 3,750 S.F. MAX. 35' >- <( ..J U Ix> ~13j 3826 '38,32 37.~ . 37.55 ~w I I I - u I : _IX) I !ml I I I - - - - - - - - 1l8ir _ _ _ _ _ _ - - - - - .. - - - - - - _.,5. - - - - - - " ~ ...~ ..i&Q - - - - - - - - -.... ~- ~()III MJ _ 37,52 37,69 37.83 EI\. 4"3Yl'AltR 38,01 38,21 I I 37,55 37,81 37.91 38,04 38.08 38,29 II I RIot ~~',38.0I [) - S ,=31.87 _ _ r&a.Ff v.'. ~j~ 3&45 38.57 38.74 6" CLAY ~t, , - , - , - , - , - , - , - . - , - I - , - , - , - , - , - , - , - , - , - I - ,,- , - 'F ' --cr ' ~' -'~ ' - , E: - A . ~ / , "~_ I asphalt pavement I dl I W.v, o ..-----------------------------------------------------.,.--------- 1 ~ I ~~.:~~ ~791 *14 ~'~ 38.44 dr p cur I m'6 ~m ~7:~ 3a05 !t\~. cone curb 1 37.52 C.L., I '38,09 1.88 38.10 38,2 38.23 37.4 cone (typic I) +37.0 37.3 37.0 36.t 37.7 37.0 37.4 L.P. L.P ,. 38.85 '38,88 T.S.P, . 38.69 38,68 33 8.62 ,38.65 8.17 , .' ,59 - 38.10 .. _ _ _ _ _ _ ...... _ _ _ _ _ _ _ _ _ _ _ _ _ _ ... _ _ _ _ _ _ _ _ _ ~_ _ ,,~~4 _ _I- - - jI.1 38.25 38.25 38,28 38.13' '~ 38,32 (70' R/W) (2 LANE~r 38,22 i 'R'-I- 'g' -0-' N -, -A-' V -g.' -, -, -, -, -, -, -, -, ~~, -, 39. ' 39.12 39.02 I . ' 38.99 37,08 36,80 '~1: 'C'..".;':;S':". 1 ~ r,. .;', . . .'.~~ i.~t / ~;-----------~~---i~-~NEg~~;-----------7e:-I-i---- 38.23 38:23 38,30 38.27 38.29 38.39 38.41 38,32 - 38.30 38.10 38.14 P,P. I .45 approxlMa te loca tlon of' 8' water line per City of' Clearwater Atlas ?' "'''nf'' f"lJr! T,5'p, L RIM ELEV. , 39,01 N INT,32.31 . - T.S.P. ,65 - 0 0 ru Ol In 0 ('I") .n - CD ru c. OJ en ..... r.. u.. c:n :K "C III ...... ..... ltl ...... OJ Cl - In 0 - 0 - - 0 0 ru - III ...... U OJ .~ 0 I f.- a.. - III I c:n c: ..... :K I ltl i r.. Cl , - I CL 2-1/2.x2-1/2.x1/20 N<<;LE ~ r~X3/8.' ~ NCOl STOO GRATE FRAME W/snJD. STEB. FRAME W/2 ANCHOR snJOS PER SIDE - EQUAL CENTERS. GALVANIZE AFTER FABRICATION ANCHOR 8TNI)AfI) DETAL 18" NOTE: ALUMINUM BARS 0 6" O.C. TOP VIEW 3'-1" NON TRAFFIC GRATE ELEV. 33.50 GREASE SKIMMER (SEE DETAIL) BOTTOM OF SLOT ELEV, 30,80 A 7,5" FF( I U 2,70'bJ I 9 it> I I I I I I L____ J 4" 18" RCP INV. ELEV. 28.77 ~ , ~ f . CAST IRON RETlCUUNE GRATE, TRAFFlC lYPE (H-20 LOADING) W/2 SIDED GRATE SEAT 8" CONC. WALL 4000 PSI 0 28 DAYS 14 ~ 012" O,C.E,W. 30,ooe- I I I I 101 I I I I I I 101 I I ...; I' 3'-0. ~ 1 . GREASE BAFflE TO BE 1/4" THICK ALUMINUM w/STAINLESS STEEL ANCHORS POND #2 CONTROL STRUCTURE N,T.S. SLOT & GREASE BAFFLE DET AL N,T,S. 3'-1" NON TRAFFIC GRATE ELEV. 32.00 EX. SIDEWAU< SIDE VIEW NOTE: 1, CUT PIPE FlUSH w/INSOE FACE Of" WALL 2, MORTAR BOTTOM TO MATCH INVERT OF OUlFAU. PIPE. MITERED END SECTION DETAL N.T.S. 8" MASONRY OR APPROVED R.C. PREFAB !I POND #1 CONTROL STRUC~E N,T,S. EXIST, SURFACE N.ET DETAL N.T.S. P/l SEE PLAN PLACE SOD 1/2" BELOW PAVEMENT FlN. GRADE PRIOR TO SODDING ".--- POSITIVE DRAINAGE SAW-CUT EXIST. EDGE OF PAVEMENT & BASE NEW SURFACE EXIST. BASE NEW BASE NEW SUBBASE PAVEMENT TRANSITION DET AL N.T.S. MEDIUM BROOM FlNISH CONC. WALK r FlNISH GRADE TO 1" BELOW 2' I.Ml. EDGE OF WALK IlIblllb 111=1111111=111 ~ COMPACTED F1LL OR UNDISTURBED SOIL PlACE SOD 1/2. Ba.OW PAVEMENT FlN. GRADE PRIOR TO SOOOlNG POSITIVE DRAINAGE (4: 1 MAX) MEET EX. COMPACTED GROUND NOTE: PROVIDE 1/4" CONTROL JOINTS o 4'O.C" 5' O.C., 8' O.C., OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER, CONCRETE WALK DET AL N.T.S. WHEN SIDEWAIJ( IS TO BE REMOVED Ic/0R NEW SIDEWAIJ( IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. SANTARY SEWER CLEAN-OUT DET AL N.T.S. COMPACTED GROUND PLACEMENT OF SOD AT PAVEMENT N.T.S. BLUE BACKGROUND 1-1/2"R SEE PLAN P /L PLACE SOD 1/2" BElOW PAVEMENT FlN. otWlE PRIOR TO SODDINO POSITIVE DRAINAGE (4:1 MAX) MEET EX. 1/2" WIDE WHITE BORDER AND SYMBOL . 00 PAFI<tG BY DIS~ -=n PEFUT ON.. Y WHITE BACKGROUND 1" SERIES "C" LEITERS 1/2" BLACK BORDER 1.5" 1" 1" 1" 1.5" COMPACTED CROUNO GROUND TRANSITION AT TI-E PROPERTY LINE N.T.S. 1-1/2" TYPE S-3 ASPHALT 0 1/4" PER FT. MIN. EXCEPT AS NOTED WHITE . BACKGROUND co $250 FN! FA 318.14 NEW SURFACE (SEE NOTES 1 & 2) \\\1 11\1 111\ \1\\=\1\\ \III \1\ ~ 6" L1MEROCK BASE ~ F.D.O.T. CERTlFlED COMPACTED TO 98% MAX, DENSITY SUBBASE STABILIZED 40 LB.R. COMPACTED TO 98" MAX. DENSITY SYMBOL SHALL BE 5 FT HIGH & WHITE PAINT Co'LOR 3" 6" 3" l' '" R.O.W. & DRIVEWAY SEcnON N.T.S. FTP-88 ::~:i;i::;::::li ;E;:;;;:~.f""" "'", ..,.' ',"',",' """""'."', .".0"'.". "."..". .,'... EXIST. SURFACE REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED 2. ~~~lsJ.O Jrfi.. C~~SIWfNf ~ITH" EXISTING SURFACE AND 3. ~~8rWr~AX~L1Ot} elNfr\{~ bW~:~~~~W~JORt3. T -1801l LAB REPORTS ARE RE~UIRED 4, ~~~ LT60ro~E~~HM~~M 5E~~.g,E~NDtftRS~J~bA~V:D MSHTO T -99, LAB REPORTS ARE REQUIRED. REPAR OF PAVEMENT CUTS N.T.S. FlNISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM F1NISH CONC. WALK EXPANSION JOINT 1 -1/2" RADIUS VERTICAL CURB PAVING HANDICAP PARKING N.T,S. S~ DETAL HANDICAPPED PAVEMENT SYMBOL N,T.S, IIII 'i 4" . .,,' ',' , -.,,". '.~ :."..... .,....,.'. -' .... ,.. ,-'jI/l COMPACTED F1U.1111 1111 ;::.::i OR UNDlS1\JR8ED - ' .' .' SOIL 1111 D,~,'< -1111 == .;,.>,:': IIII == 1T1l:o<' ,; '. III ~1I11 BASE COMPACTED SUBBASE NOTE: PROVIDE 1/4' CONTROL JOINTS o 4'O.C" 5' O.C., 8' O.C" OR 12' O.C, & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O,C. FOR 5' OR GREATER. CURBIWALK DETAL N,T.S. EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILLIlY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.D.A. R/W I 8' 27' " SAND 'I 'SAND BASED SOD I I BASED I SOD 37,0 $- , 8' ... '; ,.', .. . 1 30,S s---: IIUI C11311=IIL SHWT=26.0-&- '" POND #1 RETENTION BASIN DEl AL N,T,S. ~ ROUGH GRADE . , '. ... ., , ; BUILDING ,~ FIN. Fl. 37,0 '. U,S FOUNDRY 7623 COVER TO BE MARKED "SEWER CLEANOur" IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB, CO. T466CSK 6" PVC 8" MIN. CONC. ENCASEMENT 6" PVC 1/12 BEND 6" WYE .. :: . '. . , ' " . . ..~ PLUG '.. . . . FINISHED GROUND 6")(4" REDUCER (IF REQUIRED) GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1" CENTERS j... 3000 PSI CONC. . ~ N 12" SIGN POST DETAIL N,T,S, I NES Comm.: 0105 I I Drawn By: B.J.Y. I Checked By: J.Y.I. RETENTION BASIN TOP OF BANK J STORM PIPE(S) DIRECTED TO . RETENTION BASIN GREASE SKIMMER POSITION CONTROL STRUCTURE AT THE TOE OF SLOPE EROSION CONTROL ... \Ii M' BOTTOM .' 1 PLACE EROSION & SILTATION CONTROL SEE SHEET C1 2 AND PLANS. " 2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN WITH PIPES. 3 CONSTRUCT OUTFALL STRUCTURE AND DISCHARGE PIPE. 4 PLACE GREASE SKIMMER, 5 PLACE EROSION CONTROL AT DISCHARGE PIPE(S), RETENTION BASIN N.T.S. \r\) . .. II I, 6' MAX. POST OPTIONS: 2")(4" OR 2.5"DIAM. WOOD; 1.33LBS,/FT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 f,D.O.T. SPECS, OR EQUAL EXIST, GROUND re. re. I PRINCIPLE POST POSITION, CANTED 20' TOWARD FLOW FILTER FABRIC EXIST. GROUND 116' SAND BASED SOD 1 & 3' to MIN, 18- lr!t,^^^^M ~ - 10' 64' 10' 111311311=111:111311= ~ 30.00 SHWT=28,O ~ POND #2 RETENTION BA~ DET AL N.T.S. SL T BARRER DET AL N.T.S. NEW BLDG, ROOF DRAIN :rv ./ I .. ,/ I , / I '. 'I I " UTIUlY (i.e, SANITARY SEWER, WATER SERVICE, FIRE UNE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. Issue Date: 01/04/01 Revisions: No. Date Descri tion FIN. GROUND ASPHALT 0 1/4" PER FT, MIN. EXCEPT AS NOTED UllUlY Wlll1fM 5' OF 9l.DG, BY f'LUMBlNG CONTRACTOR FINAL CONNEC11ON BY ~ CONTRACTOR UNlESS OTHERWISE COORDINATED BY THE a.c. SUBBASE COMPACTED TO ON SITE 98" MAX. DENSITY PARKING & DRIVEWAY SECTION N.T.S, L1MEROCK BASE F.D.O.T. CERTlFlED COMPACTED TO 98% MAX, DENSITY UTLITY CONNECTION AT ALL BlLDINGS N.T.S. 3/4" SAMPLING COCK 18" MIN. VERTICAL ClEARANCE CD I rE .. "', 17_ _. _.,~_ -,If' 1 ' B DESIGN/DEVELOPMENT D PERMlnlNG & BIDDING o CONSTRUCTION DOCUMENTS 11.I ~ Z o U) U) D2 >- Ill( Z :c ~ t: ~ It) cae u Je . .... f') .... Z f') U)IIl(W Ill( D:Q~ Q i~~~~ ::::).....~D:..... >< =alQ~al _WWwWW .... Z ~ .... W ~ D:;:-~~ a3 8~lui~ :?~~~i~ .... U) U ..... ~ U . . IOZ ,.,~ SAMPLING ARRANGEMENT INSTALL 2" PLUG (AFTER REMOVAL OF SAMPLING ARRANGEMENT THRUST BLOCK Note: LOCATIONS OF BLOW-Of'F'S FOR WATER SAMPLING TO BE PER PINELLAS COUN1Y HEALTH DEPT. ENGINEERING DIV. CLWTR, OFFICE 538-7277 ... 8FECFlCATION8 1. 18")(12" LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LEITERS TO BE 1" HIGH SERIES "C" 4. SIGN TO BE MADE OF ALUMINUM 5. POST TO BE MADE OF GALVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.D.A, REQUIREMENTS HANDICAP PARKING SIGN DETAL N.T,S. D.I,P. IS USED IN PIJoC[ OF P.V,C, FOR A MIN. OF 10' [ACH WAY FROM t OF WATER loWN WHEN -.- M VERT1CAI. CLEARANCE 8E'IWEEN I WAlIR ac SEWER MAINS IS 18" OR LESS 18" OR MORE VER11CAL CL I . ~hWh"j~#,~ SMP,V,C, OR V,C.P. . SEWER GRAVITY toWN .NQIE; CONCRETE ENCASEMENT OF SANITARY SEWER GRAVI1Y MAIN IS NOT PERMITTED. VERTICAL CLEARANCE BLOW-OFF & SAMPLING POINT N.T.S. GRADE "-., -;:J~'-"'f'" ~~ ~ WATER loWN "':::E '+1HOmZ~~ M~~E I STORM SEWER + OR SAN, SEWER GRAVITY MAIN - HORIZONTAL CLEARANCE WATER MAIN & SANT ARY SEWER CLEARANCES N.T.S. TOOLED GROVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING CURB en .... - i:5 LLI Q LLI ~ - en .... - > - U FLUSH CURB FLUSH CURB FLUSH CURB RAMP DET AIL HANlICAP RAMP DET AL N.T.S. ,If", ,', Hi'. 1JIi' . . I . f , , , ~"1 . I I l:'~~,}~, . c"":' Ii ~ -:-;.~', ;'.', Iii L. " % .~ Q 00 .. '\f .. ." .. ~z ~ ~- o _Ill: A. ___ A. _ 11'4I '" % t:i .. .. - ~ X~ to- ~@ . .z ." .. != .. ... '" .. "" ... % ~Z ... ~.:.i ~ -- % --- .. 11'41~ o t:. ~ ... - > % ... GO o . "" . 1ft . %" A J:\ .."" i 0.. % IIl:Q j ei2 A. zO A ~~ %..... .. -. .. z... .... . ::>> ~ illl: .. ~. ~ 0:1 " """ . ,,,rC6.1 . . I.... ,~\~~<~,~:~i}~; ~.' J:1l..~ J"~ , ;;.{?~' I' .J! ,- . 1_ 1 I I >- I i I i pq -' -' -' -' l.J..J l.J..J l.J..J l.J..J U) f ..... c i Q) Q) . E Q) Q) > > > I E Q) Q) Q) 0 0 0 0 0 Q) Q) 2 Z .l:;- ..... ..... 0 :.E :.E :.E .-t (3 3: 3: 3: <I) ~ ~ ~ ~ I .-t Q) Q) Q) Q) > ~ ~ ~ ~ W '> '> '> '> (}:: Q) Q) Q) Q) 0:::: 0:::: 0:::: 0:::: ~ ..... ..... W ~ ..... 0 0 0 ........ ........ ~ ,.,., ........ N ,.,., <I: ..... ..... ........ a- ........ ........ 0 ~ "" co .- .- 1 U.t\ f'J .r.,.t\ ~ 1 .t\,.r.,.r., 1 \ U v J.\, / J . 8O~,1~ pav men~ _ I _ 8; ~ . +' ~L~ ~ ~ .." w \ 8" cone curb EX,~. WALK ~~~ ,....JtR~.~ 111IIt:::I:1-- ~ ..... "~ ~~ :. I. ~ ~ ~ ~iig ..... -U~C 21-- O~ -I..... pIIp 0(1) V -I. _ <-n ~. -- 3'+ PI\)I ;q ."'lC\~ ~[i p ::!~ 1\)0 ~ ~f)l",.. ~ ~- 1lI~~!<! Jli:D.I1f- ~~ ~ r ~-cl-AY ~ Cl4 I V I- I~ /I..) ,.g Iii S o 0 ~J;;~ 2 g c .. :C~ ~ o - a ;. ~ I ~ ,~ ~~~ o , g I~ _ a J~ !IE n ~ ~~\(~. w j "\:,,,. "'-. C .. < ~G~~l~ -. o Q. C ., ., 0 cr-u LANDSCAPII NOTlla: 1. Existing trees to be barricaded and saved ore marked. Barricades sholl consist of 2"x4" upright lumber spaced no more than 6 feet connected by 1" x 2" lumber roils. Barricades sholl be erected at the dripline of the tree to be saved when possible. 2 x fs should be minimum 3' ht. plus l' sunk in ground. being saved. If the amount of fill exceeds 2 feet tree wells sholl be constructed. 2. All plants must be healthy, vigorous material, free of pests and disease. 3. All plants shall be Florida Grode No. 1 or better 4. All plants must be container-grown or balled and burlapped os indicated in the plant list. 5. All plants shall be triangulately spaced. 6. Prior to construction the landscape contractor shall be responsible for locating all underground utilities and shall avoid damage to 011 utilities during the course of the work. The landscape contractor is responsible for repairing any and all damage to utilities, structures, site spurtenances, etc.; which occurs as a result of the landscape contractor. ------ "-.\ -\' - -. -- . y ::JI -PI ~ + ,.. - .., - ...- ~ ~ ~ Irf1 0. 0.... ~ . .. "IW M" ,,' ~ m ,~, o -I ~~ ~ ~ :I> ~~ . - r- <O~- PO 1II "0.+ p a. 0 cY~ ~ ~ \~' 'O~ 00 ., 0 Q.Q. C><J a.n .,0 -':) ~n >< -ll~- "01/1 PO.+ 3 Q. 0 I\) ., '< ~11f ~-t '" ~' ~"l. ll\~~ ~-t . "'I - ~ . Gj ~3i 7. All trees must be gutted and staked as shown in the details. 8. The landscape contractor is responsible for verifying all quantities shown on these plans, before pricing the work. 9. All planting shall be done in accordance with acceptable Horticultural practices. This is to include proper planting mix, plant bed and tree pit preparation, pruning, staking or guying, wrapping, spraying, fertilization, planting and adequate maintenance until acceptance by the owner. 10. The landscape contractor is responsible for fully maintaining all planting (including but not limited to: watering, spraying, mulching, fertilizing, etc.) or planting areas and lawns until the work is accepted in total by the landscape architect and the owner. 11. All plants shall be guaranteed for 90 days from final inspection and acceptance. all trees shall be guaranteed an additional 180 days. 12. All plants are subject to approval by the owner or owner's representative. Prior to planting, all trees must be approved by the owner or owner's representative. 13. All plants and planting areas must be completely mulched as specified with three (3) inches of Cypress Mulch. 14. Standards set forth in "American Standards for Nursery Stock" represent guideline specifications only and shall constitute MINIMUM quality requirements for plant material. 15. All landscaped areas sholl be provided with - an irrigation system that supplies 100 percent coverage to all required landscaping plant material. The irrigation system may consist of on automatic or manual underground system, drip system, quick coupling valves, or hose bibs within 50 feet of all required landscaping plant material. 16. The irrigation system shall be designed to minimize r< ot : disturbance to existing trees and other vegetation to )e retained. No irrigation is required within these areas. 17. All proposed shrubs shall be of sufficient height so tt at they are 0 minimum of 24" above the finished pave" ent elevation of the parking area adjacent to the said sh ub. 18. All trimming undertaking on 0 protected tree sholl be pruned in accordance with the National Arborist Association pl-unning standards. 19. All tree roots existing within approved improvement areas and originating from 0 protected tree sholl be severed cle~m at the limits of the preserved area. Pruning shall be done ~sing a "DOSKO" Root Pruner or approved equal. 20. During land alteration and construction activities, it st 011 be unlawful to remove vegetation by grubbing or to ~ lace soil deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree to remain on the site unless otherwise appl-oved. 21. All trees to remain must be protected by tree protec ion barricades meeting the minimum standards shown on the attached diagram. Protective barricades sholl remain in place until land alteration and construction activities are co lnpleted. II .,;~ I 5~ c;)c;) ........ diUIH o 'I-II o co i Ii ~ i ~ ~~ ~~ n o ::s n ~ o o Q. 3- :$1= P 1/1 0'1/1.+ C) 00 '-oJ ::5 ., ~'< n o 1 I I .., I\) ::5 n III ~ 'OOP : -'0 E'O P" .+0 I\)~ ., :3 P =.+ II> ~ I\) ~'O 0' t.:llIn f' ., P c+ nO ~:J '<0 o-ll .., ~ 1/1 :3 :J"I\) 1\)"+ Q.~ ~"1 n o ::s n ~~ e., z <r: ~ ~ j:I:1 ~ <:t: ><:u .......(f) ~Q .~Z' ~<r: P-t~ ~~ j:il~ ~<r: <r:Z ~....... ~~ <r:~ j:I:1j:I:1 ~~ UP-. ~ ~ ro p.. S o u co ~ 1O, ~ .1.:'- Q) "'C ("J S ~(Yj ~ Q)~ ~ ~~ Q) Q) ... > Q) ~ Q)~Q) o .~ Q)rn.~ -+J ~ . ~ ,.....j cd ,....OQ) .~ CO r-f ~ ,.....j U )~ 2' cone cun> ~ @~ II ~ ~ ~C5. CltM . .n o ;! ~ A Size 12' ht. 4" cal. 3 gal. 24" x 24" 3 gal. 24" x 24" 8' ht. 2" cal. standard 1 gal. 3 gal. 18" x 18" 12' ht. 4" cal. 3 gal. 18" x 18" 3 gal. 24" x 24" 3" ca!. 65 ga!. 14' min. ht. 3" ca!. 65 ga!. 14' min. ht. 3 gal. 18" x 18" 5 gal. 3 gal. 24" x 24" 12' C.T. 15' C.T. 8-12' oa 'ht. Common Name Red Maple Hibiscus ~y l)AJ"Akw", \/ ~Su(<f1U~ Crepe Myrtle Evergreen Giant Liriope Aztec Liriope Southern Magnolia Dwarf oleander Item Acer rub rum Hibiscus rosa sinensis I~r;m\a /-0. ~~' 4 ~1\)&t,1 KUAIl ~~d~"" Lagerstroemia indica tMuskogeet Liriope muscari 'Evergreen Giant' Liriope muscari 'Variegata' Magnolia grandiflora Nerium oleander tDwarf Symbol Quantity ~ 14 (; 72 o 441 <;3 6 Q 75 o 233 ~:,,~ 16 $ 70 o 37 ~l~~- ~ 17 o 472 ~ 11 e 140 *' 19 ~~ LANDSCAPE REQUIREMENTS: INTERIOR REQUIREMENTS: 102,482 SQ. rr. VEHICULAR USE AREA X 6~ REQ. SPACE = 6149 SQ. rr. REQUIRED INTERIOR LANDSCAPED SPACE 7,095 SQ. FT. PROVIDED 31 TREES REQUIRED. 45 PROVIDED 342 SHRUBS REQumED, OVER 342 PROVIDED PERIMETER REQUIREMENTS: 1 TREE PER 40 L.r. REQUIRED AND PROVIDED 75~ SHRUB BUFFER REQUIRED AND PROVIDED TREE REPLACEMENT REQUIREMENTS: 545" EXISTING. 122" REMAINING (.75 X 545") - 122" = 287" REQUIRED REPLACEMENT 69 TREES AT 4", 6 TREES AT 2" PROVIDED = 288" REPLACED AN AGREEMENT HAS BEEN MADE WITH THE CITY or CLEARWATER TO MINIMIZE THE REQUIRED PERIMETER LANDSCAPE BUFFERS. ~5/~ I ~ I I \Vl I 1/ t\' K ;> , -~ [/ Fig. B 'C'1" x 2" ~ 2" X 4" ~~ ~~A I~ I I '"'\/7 I I I I I I I 1__\ I Fig. A DRIPLlNE --- AI - ./.AIIII o ~~~.;.: ,21 #Ifj ~(.0 APPROVED .~ RO~ OR / EASE~ENT .'. ...... <:> <:> N OJ <:> .;..; In 6:) <:> ~ <:> ,oj g DRAWN BY EL-H CHECKED BY MAC DATE 05/08/2001 SCALE 1'=30'-0' JOB NO. SHEET L1 Podocarpus macrophylla Yew ~..1 -'.~-~~......ne.urel Oak - I ;~o. Quercus virginian a Live Oak Raphiolepis indica Indian Hawthorne Strelitzia reginae Bird of Paradise Viburnum odoratissimum 'Awabukf Awabuki Viburnum . W8shingtoflia resllita ' S(A\,~ Val... ~I\' Mil~' ralm Washingluuia rubk1sta ~AIole, I.J... 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I .y. ~ T~ 'L - i-.> - - "11 ~ (: ".... :t: 36 0:7\ ~ a~ "0 .r q :j: 36,5 R!.._---'-',~I.llo I:;; 0 ,pO '- ~ I uVil1 I ,.- - - ~ I.:> 35,31 I ~ I 36.5 / / / / / 7 / :;; is ~ 11., I -~ ~ ~ ;:s6,5 +35,5 ; i -34,2 +34,8 1111 (1 + ~ I..:;~..:.J I ~I ~ ~ I I~ "'\ ~~ is ~ ~ / ~ v/ " I ~ ~u- 0 7 ~ / ~ ~: I U~ 36 5 RL__~~'~~ ;r .~ ,,-<, - ~~. -- --- ~~,"~ ~ ~ : I I ~ ..---- ,.,-''':7--- -- "7"1 - - "~~ - - -- 3~. : & i/~~ . 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J STAKING AS REQUIRED TREE PLANTING - VERTICAL STAKES SCAlE: NOT TO SCALE I T :r: :r: :r: >- I I I ~ .....J .....J .....J .....J W W W W (IJ l -- c c Q) Q) 11l E Q) Q) 15. > > > 8- E Q) Q) Q) 0 C) C) C) i u Q) Z Q) Q) >. -- :-= :-= ~ 0 :-= :c .s::: .s::: I--t U 3: 3: 3: 2i (/.l L. L. L. L. ~ t--I Q) Q) Q) QJ I > a.. a.. a.. a.. W >- >- >- >- I 0::: Q) Q) Q) Q) 9 a::: a::: a::: a::: u ..- ..- ..- W 0 ..- 0 0 I-- .......... 0 .......... .......... to .......... '" to <I: ..- ..- .......... .......... r::::l .......... .......... 0 0 ,.... co ..- ..- ~! ~ 1:::0) 'lIIool.~ m ..., t7' ~ c c;) c;) 8ii ill ~f o I ~I~ o -0 ~~~ ~ ;i; ~ ~ I ~ 0 ~ ~ ~ ~ ~~ .... 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