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FLD2004-09072 (2) FLD2004-09072 483 Mandalay Ave PELICAN WALK GARAGE AND CONDOS " . -.. :\Ii ~ f!! if fTL"T:J;-Gd'..;, ,<~ u, 1\[ 0' "" '<" .,,"~,?r;\ '/"",,""" ~ {I ~~..~:r'1::l ('K~,h'>>i'O' .~,"'~ ~,i1,.;rA-''''''p",,~11'~~ .:"It -~ I' ..~,. :; "" ~ ~ I :RA.~~U ~"~,, \ / f,;il ':;. '" '" 1:) ='"~':>' /,1' ' ':. ~ ~ ""~~ C--=._ " ~~~ ..!.<,""':- ,==-- '!.9~ "'" ,\ . ---,_. '~~ ~~~.~; -'-::.. I'~"~'; .. ....._--- If \ ~ 'If);r~W'''~'\;l ""...... F'f TE\\, .j~ '.Q'd)TII'~ CITY OF CLEARWATER PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTI.E AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 loNG RANGE PlANNING DEVELOPMENT REvIEW Apnl 25, 2005 Mr. Keith Zayac, P.E. 701 Enterprise Road East, Suite 404 Safety Harbor, FL 34695 RE: Development Order - Case Nos. FLD2004-09072/TDR2005-01015 483 Mandalay Avenue Dear Mr. Zayac: This letter constitutes a Development Order pursuant to Section 4-206.D.6 of the Community Development Code. On Apnl 19,2005, the Commumty Development Board revIewed yourrequests for (1) Flexible Development approval to permIt a mIxed use (proposed parking garage and attached dwellmgs m conjunction wIth eXIsting retaIl sales) with a reduction to the front (east) setback from 25 feet to 4.77 feet (to bUIlding), a reductIOn to the SIde (north) setback from 10 feet to 2.91 feet (to bUIldmg), reductIons to the side (south) setback from 10 feet to zero feet (to dumpster enclosure), from 10 feet to 1.74 feet (to pavement) and from 10 feet to 2.6 feet (to building), a reduction to the rear (west) setback from 20 feet to 0.5 feet (to building), to increase the building heIght from 35 feet to 70 feet (to roof deck) with an additIOnal four feet for perimeter parapets (from roof deck) and an additional 16 feet for rooftop pavilion (from roof deck) and to permit a building within the visibihty triangles, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-803.C., and a reduction to the width of foundation landscaping along Poinsettia Avenue from five feet to 4.77 feet, as a ComprehensIve Landscape Program under the proviSIOns of Section 3-1202.G; and (2) Transfer of Development Rights of four units from 656 Bayway Boulevard, under the provisIOns of SectIon 4-1402 (TDR2005-01015). The Community Development Board (CDB) APPROVED the applicatIOns with the following bases and conditions: Bases for Approval: 1. The proposal comphes WIth the FlexIble Development cntena as a ComprehensIve Infill Redevelopment Project per SectIon 2-803.C; 2. The proposal is m comphance WIth other standards in the Code mcluding the General Applicabihty Cntena per SectIon 3-913; 3. The proposal comphes with the Transfer of Development RIghts per Section 3-1403; 4. The proposal complies with Beach by,Design; and 5. The development is compatIble WIth the surroundmg area and will enhance other redevelopment efforts. BRIAN] AUNGST, MAYOR,COMMISSIONER Hoyr HAMILTON, VICE MAYOR,COMMISSIONER WHITNEY GRAY, COMMIS~IOf"[R FRANK HIBBARD, COMMISSIONER * BILL]ONSON, COMMISSIO!\ER "EQUAl. EMPLOYMENT AND MFIRMA1IVE ACTION EMPLOYER" to . Apn125,2005 Zayac - Page Two ConditIOns of Approval: 1. That the final deSIgn and color of the bUlldmg be consistent with the conceptual elevattons submItted to, or as modified by, the CDB; 2. That tenant storage umts on Level Seven be for storage only; 3. That the paVIlion on the roof be open-air and not be enclosed in any manner; 4. That the southern reSIdent/emergency exit dnveway be used for both mgress and egress at appropnate times during peak events; 5. That replacement tree calculations be revised, acceptable to the Planning Department, prior to the issuance of any permits; 6. That a special warranty deed, specIfymg the number of dwelling units being conveyed or sold from 656 Bayway Boulevard and being transferred to this site, be recorded pnor to the issuance of any permits for this project. The special warranty deed shall also contain a covenant restricting in perpetuity the use of all platted lots at 656 Bayway Boulevard due to the transfer of development rights. Any mortgage holder of the sending site (656 Bayway Boulevard) shall consent to the transfer of development rights prior to the issuance of any permIts; 7. That all proposed utilities (from the right-of-way to the proposed building) be placed underground. Conduits for the future undergrounding of eXIsting utthties within the abutting right-of-way shall be mstalled along the entire SIte's street frontages prior to the issuance of a Certificate of Occupancy. The applicant's representattve shall coordinate the size and number of conduits with all affected utility provIders (electric, phone, cable, etc.), WIth the exact location, size and number of condUlts to be approved by the applicant's engineer and the City's Engineering Department pnor to the commencement of work; 8. That all eXIsting nonconforming freestanding and attached signage be brought into conformance with Code provisions prior to the Issuance of the first Certificate of Occupancy for the attached dwellings. The Comprehensive Sign Program may be utthzed to provide freestandmg and attached signage m accordance with Code proviSIOns; 9. That changes to the number and locatIOn of trash contamers, trash rooms and enclosures, acceptable to the Solid Waste Department and other DRC members, be reflected on revised site and bUlldmg plans prior to the issuance of any permits; 10. That dumpster enclosures meet Solid Waste Department size requirements and be conSIstent in extenor material and color as the hotel budding; 11. That a condominium plat be recorded prior to the issuance of the first Certificate of Occupancy; 12. That, pnor to the issuance of the first Certtficate of Occupancy, traffic impact fees be assessed and paId; 13. That all Parks and Recreation fees be paid pnor to the issuance of any permIts; and 14. That all FIre Department reqUlrements be met prior to the issuance of any permits. You are also requested, since the property is more than one platted lot, to record a Declaration of Unity of Title in the public records of Pinellas County within 30 days of the date of this letter. The attached Declaration of Unity of Title document has been prepared for you for signature and recording. The new Declaration of Unity of Title document requires the owners' signature to be witnessed by two persons (whom also must sign the form) and be notarized prior to recording. Once the new Declaration of Unity of Title document is recorded, please submit a copy of the recorded document to Wayne Wells for our records. , \ .. April 25, 2005 Zayac - Page Three Pursuant to SectIOn 4-407, an applIcatIon for a bUIldmg permit shall be made wlthm one year of FlexIble Development approval (Apnl 19, 2006). All reqUIred certificates of occupancy shall be obtained withm one year of the date of Issuance of the buildmg permIt. TIme frames do not change WIth successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the ongmal period of validity. The Community Development Board may approve one additional extensIOn of time after the community development coordinator's extensIOn to initIate a building permIt application. The issuance of this Development Order does not relieve you of the necessIty to obtam any building permits or pay any impact fees that may be required. In order to facilitate the Issuance of any permit or license affected by thIS approval, please brmg a copy of thIS letter WIth you when applying for any permIts or licenses that require thIS prior development approval. AddItionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the CDB meetmg. The filmg of an application/notice of appeal shall stay the effect of the decision pending the final determmatIon of the case. The appeal period for your case expires on May 3, 2005 (14 days from the date of the CDB meeting). If you have any questIOns, please do not hesitate to call Wayne M. Wells, Planner ill, at 727-562-4504. You can access zomng informatIon for parcels within the City through our webslte: www.mvclearwater.com/gov/depts/planning. *Make Us Your Favorite! Sincerely, ~<d: Planmng Director S \Plannlng Deparlmen/lC D B\FLEX (FLD)\/nactlve or FInished AppllcationslMandalay 0483 Pelican Walk Garage (7) - ApprovedlMandalay 483 Development Order doc M"#.~ ~' ,,~~:'2\ _ ' ,,\< ~' ~--=--_--'-' ~fa"" ~:;:..>' .,' ~~~~ ~4"" ~~ tJr;~~~"' I _.~ @ ",^~~~;~,',;-~".^.> . -'~_.- -~. -- "\ ~ '" "" " ~.. ,---- .. ~",'" ~, ,~ --- \.. '" ~) ~-- ....., ~o tJ.,\') r.f':t)"(3\?~ 'cl31.~ c3~\r,,)j:JS ,:,",;,\{,d ....) , '.; --),.., .-.--......, clO-\'..< ""'-/--' \JD \ 'i _.."/,, r--- \ .., . '\ \ ~\ " \, '\I ".~- J'\ .~ ~ ~ v\'. ~ ~\ " -0- \ ~ \';'i ~ \ ,;, ',~ t \\~ \~ \":,\ ' '\:) .., ......--- E >., ..0 en o L l) L Q) en :J E 0.. or- n N L.() o o N ~ or- m w LL Q'l ~ -0 L.() o I or- n I ..-- o I ~ --.J <( ~ z <( () --.J W 0.. ./' ..Y- o ~ c o l) Q) 0.. o o f"--... f"--... L.() or- I L.() ,...- ./' o c 8.7 8..3 A.7 A.3 8 A .~ 1 <.0 ('.,I ~ ('.,I 1 N '- .- <.0 I .~ ~ - .0 <=> 1 I 0) . ('.,I lO - - c.o I r-- ~ . c.o 1 r-- ~ - "0 : I 0 -..... I <.0 0) ('.,I , l.~ 1 :lD ^~ .1 ~ ~ .- .... N ! ('.,I M 11 N L K J H I I EXISTING-\ STAIR 40'-0" I \ :~ X : c.o . I~ .co I- G ,L. 15'-0" 10'-0" 25'-0" 15'-0" I 15'-0" 15'-0" I 20'-0" ;( r( ~ r(7 ~ II- ~ 7 ~. - t- ii ~ 1 ...!. I - 11 II I , ----i I .~lr I, l- I NEW ELEVAliOR l -,- ---:l IJ g'-O" ~ TYP. '~I - - I STORAGE ~OOM-- - nAJ l--- - I I--- I--- ~~ ('.,I I <> ELECTRICAL ROOM -- .- ~ - I--- - - - h. I II - ~ "..... I l' 77 % ~ :% /;. I~ - ~ Il : r~ co I- ~ I ~ \ I V II U I I 10 SAYS @ 30\-0" = 300'-0" 300 -0" 6 eDlNSEIJ A SlREEJ I I .t-- I I I I I -'- ~ - ~ ~:; ll. I ~ c~ '\ I:RESIDENT'S I ~<}== RAMPQOWN~I II EN TRY IEXI T _____ __ _~U/- ~I ~I-< 1f1-d -0" lf14 ~ ,-- ~ A ~ i I P :;- ~~ "I'I U li~ h )#- - -1------ 1 - rr - - I (f~ / : I f - - , '" I ~L W I I I ........... . . I:i f- _ _ ! L I' I- - , ,.. t__ II ~I: I IU STAIR \j'1 ::, LJ \ TOWER ~ ~~:l : .r ~ co I- .- GROUND LEVEL PLAN Q) o 16' 32' ~ ~ , 1/16" = l' CAR COUNT 9'-0. 900 STANDARD CAR SPACE 12'-0.900 ACCESSIBLE PARKING SPACE LEVEL STANDARD ACCESSIBLE RESIDENT CAR HC PARKING PARKING GROUND SECOND THIRD FOURTH 71 2 (VAN) 88 2 104 34 51 I 11 - J .0 a.. .~ ~ ('.,I RESIDENT'S ELEV A TOR CORE,~ --' " It-- - n VV / "'-./,~ IL/\,J ~r ~ co I- .- ACCESSIBLE TOTAL HC RESIDENT 73 90 104 3 88 3 355 .-opyright 2004. All rights reserve':! . ) part of this document may be reproduced in any form or by any means without permission from Walker Parking Consultants/Engineers, Inc. - , .- t i I T " 2,,1 - I" ~ /v '//~ /1 K ~~ LOADII~G " (11 10 9 8 7 TOTAL 297 4 51 F E ,L, I 15'-0" 25'-0" 7 ~- u_~_,. ...i..... J I ---l. f ~ I - - -I "'" - - - - - - 1 I. j.- I~ ~ - -I a- lII) II r II p 't TRASH ("'LJ I I rc- VIIV~ ~ ~ I ./ II 5 4 NORTH 4" WIDE WHITE PAINT STRIPE g'-O" D c A 15'-0. I r- EXISTI~~G 1 A STAIRjELEV ,lOR ~/ / / 0'-0" IA / I 1 L~.)..................m. ./ % ~- ~ - /- u 1.1 I ~ ji 1'1 II II II I, 'I 1'1 ~i 1:1 , ~i 1:1 ~~ I I': l 1" , ~ _ J - '~~rvTI1tjE U:: CONTROL {J1 I II: EQUIPMENT WILL Bt :: BE PAY-ON-FOOT, t=-J~~ :1 w/FUTURE ~ ; c~ - -f1 (- i: COI"-:lIDERA TION '" l~~ll. I FOR A CASHIER I I n Iltl ~ J:: BOOTH. lie r -l t:=) I B -;:;- _ I _ J II =-----~ I ~ T\ \ I ----- I I~~ v n ~ r;7 ~~, 1 'I .'. _llJ ] I I I I I~ 'I , " ..... , ~ , , ~~I -, \ ~f- l'~ I ~ I I I II C] - (\ \..~ DUMPSTER I f .. ./ STAIR TOWER ~ ~ I I r 1'-2" 20'-0" 3 2 0.5 JEOGE Of WALL OR W/oLKWAY v 5'-0" 12'-0" t "1 4" WIDE BLUE PAINT STRIPE 0: \\HITE PAIN? ~ TYPICAL '0 I .- ~- a... ~ - . o I . .- : o I L _ -- : c.o I 'c.o .- . .- - -- L .._ 6 _11- - II. II J J ~ 4'-0" } MIN. 8" 4" WIDE WHITE PAINT STRIPE @ 45', TYPICAL. @ CROSSWALK MARKINGS 900 ACCESSIBLE STALL STRIPING DETAIL ~J ;~ Z -- (!) ~ a:; o r "" ~~ WALKER V PARKING CONSULTANTS 4902 Eisenhower Blvd Suite 281 Tampa, FL 33634 813.888.5800 Ph 813.888.5822 Fax BE-0003840 "'0 ~i n~ ~:z -n O~ m =nZ CO Om 0 rn r-O CJ.:> ~m ~ '::Di r--:I ~~ c;:;) <::::I rn ~s: c..n mm C ^'Z """I ~'''l:>'~- 0 ~ ::,c ::,c ::,c ::,c ::,c (,) ....J ....J ....J ....J ....J UJ <.:> <.:> <.:> <.:> <.:> :J: C,) Z ~ co I- co co I- U u... u u u... ~ <.:> ~ ~ <.:> 0 ~ '<i" ~ U") U") ~ 0 ~ 0 0 0 ......... ......... ......... ......... U") co r-- 10 N .:::::.. ('.,I .:::::.. ~ ......... ......... 0) 0) ~ 0 0 .- 3: 3: 3: 3: 3: w w w w w 5 5 5 5 5 w w w w w Z 0:: 0:: 0:: 0:: 0:: 0 0:: 0:: 0:: 0:: 0:: Ii: 0 0 0 0 0 u... u... u... u... u... a: 0 0 0 0 0 C,) w w w w w C/) :::> :::> :::> :::> :::> UJ (/) (/) (/) (/) (/) 0 0 (/) (/) ~ ~ (/) UJ ::> 0 ~ z <( 0 ~ 0 _,J l.J... ~ w -.J ~ ::::> ~ I- 0 :::::> Z c:: I- <( C/) C) () Z - - -.J ~ W ~ <( 0... - C- o:: w ~ 0:: <( W ....J U SEAL SHEET TITLE: GROUND LEVEL PLAN Scale: AS NOTED Project No. 15-1577.00 Sheet No. A1 .1 "- .) -- -- ~- SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST. PINELLAS COUNTY. FLORIDA -- 4.91- --=:-----r-- . ::----- co'V IX' - - - 20.0' - - ~'b "J' 'V'" IX' - 6- -,\'0 0 "J' 'V"") '<J- IX' '" I' }:t MLP o ELECTRIC , \J.?: -:7)\10" ~"'O I~~ G)~ I --j 'v) ~..... ';0 ~", I -< ", ..... I I I I I I I ECKARDS DRUG I 1(1) STORY ~ASONRY I L.F.F.EL.-6.06 I ADDRESS *467 LOT 29 LOT 30 I BLOCK "B" I BLOCK "B" I I I I SCIR %" LB 6928 I SCIR %" L~ 6928 ALSO ALSO FCM 4"x4" WITH NAIL I FCIR %" PSIM 3747 (NO 10) 0.33'W x 0.31'N 0.20'E x 1.71'N TRANSFORMERlk I I ON CONC. SLAB -T--=-= 1 - \ - I ^ NQ60 29'QO''8PSc'M) _ -=---==OH'" " ' 50.00'(P~1S 12'b \ 1-'/'1" =---=OH~" .~, 1 =Oiy =o~ I i ~o.9 "CLA~~oNC:/ 15' ALLEY(P) ---1 'VVJ ~~ _ _ I~ MLi; P.B. 15, PG. 80 VJ' 'VQ) ~ 7) 12 ,...' CONC:- _ r VJ' ':::7)"\ ?O" C/O '-'/9, DUMPSTER I ~ ,'.' 0 \., PAD IP"" <J ~12" 9? , IS ~'.91S \ / .~ ~ ,,0 ~GREASE CJ) v'1/ 10" TRAPS ~ <' ~ ~ o VJ' i'-.. ~ / o :E ...... "1J ~ ~ ...... CJ) CO o o LOT 31 0 BLOCK "B" q ~ o 0 q :E - IS 'l'I'.> ASPHAL T PARKING h~ ;; , , 20.0' FIR ~h" (NO 10 SE CORNER OF (LOT 15, BLOCK "A" I , P.B. 21, PG. 21 '" I' ~ Q)"" VJ' MLP }:t 1-- -- VJCO IX' NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF BLOCK uBu, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF SOUTH 06029'OOu WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 148, BRASS DISK IN CONCRETE POST, STAMPED F-3, PINELLAS COUNTY ELEVATION = 3.508 (11929 DATUM), LABINS ELEVATION = 2.72 (1988 DATUM). 4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 5. FLOOD ZONE INFORMATION: COMMUNITY PANEL No.: 125096 0007 D FLOOD ZONE: ZONE AE (EL. 11 ) REVISED MAP DATE: AUGUST 19, 1991 DATE: No: REVISIONS CAUSEWAY 8 MANOALAY ~ULEVARD(P) - ~'RIG~~~NUfCFJ I At\j,.-.c:; '- ; ,u~, CAP E IV! Fr~j ,~1:1 :::.---- " Q)" IX' Q)VJ 4.83 IX' <>-----...... co'V ~C _ ~ NORTH IX' l'I''{~~MANHOLE ~ _ --!!..OU~E ~.>~ 2'e ~ NORTH - ONe. CURB & G IX' IX" BOUND LANE ~ UTTER IX' Q)" ( . "J' rv'V 10'l~~ ------ IX' N06 ~,) i }:t MLP \..(~"' o 29'OO"E D~, '!O" .2"~' (~ I .12" JOO.OO'(P) ELECTRIC I , , ~, 1,lr I \ --\\ ~<--.. , 1':/)\ .;'-'11 \ f.~ 1--'1 'L '~'\' 'L,~ , ~l) \ =------- =------- corv IX' -- -- corv IX' COCO IX' CO-'\ IX' - .. - - -'\-'\ "J' '0'0 IX' ~ - - ~TH~D LANE NORTH BOUND L- Q)""", ANE "'J."")V IX' ~ IX' VJrv IX' - CO" "J' rv'V IX' .. - ~~, ~./) \ 1011 -- - - }:t MLP o ELECTRIC , r -' , "'<k'" :':-..7)\\'\1(',11 'v ~ ./)\ 10" \(,c: In 1 ~1')\\-'" ,v I i{F 'Irlll'~~' " ../) \ 4.6' 6 >"-:: . .S' 6.0 4.1' 6 'SI6'" 4.?" 0:) mj 5J; ~ o ()) ~ to ..... '1J ...... BY: Iv "\ kC...,,12 " ) IJ~ L ~lF ""-,-",,," J \ 12" o I I I I COVERED I I CONCRETE WALl< I I I I I o I I ~ LOT 34 I LOT 35 I BLOCK "B" I BLOCK "B" I I I 52,1 I i';~ ~ _11.6' ~.,f9.5,1 ~~ I (2) STORY I MASONRY STRIP I MALL L.F.F.q.=6.06 qOVERED CONORETE WALl< o I ~l to. a , I I CONe. Sc , I r LA~9SCAPING -- '\1"";; ~~...... -L,2 ./) '12" o sit.... 3.8' I I 150.9' I LOT 32 BLOCK "B" I LOT 33 BLOCK liB" I I ' Ii (2) STORY I MASONRY STRIP MALL L.F.F.E~.=6.06 ~ 8~1 (Q E5:: >U1 02 VB I / -'\ ~ 7'-.~--:' ~/ -Jr-- r I "Q "n" ~- I~ ':/)\, MLP (}:t 53.3' Y2:CP" IT ~' '6' :' ~ 1- ~ (~ ~ -i(V' ~ Iv 5.17~ \ ~~::=.- ::::--- "..- ~GRATE -" .--: INLET \::::'\~r, INV.EL. 3.17 N -" j lL.. I -'- L,_ - I I I 'V~10" ~) , I I I I / ~I IS [ '6'.> I IX VJ' --1 I I IX ~. CONCRETE PARKING U: >1 9- 0:) IS _,,_ =~!?'.~RCE'.. '\(~l'I' ,.' '-'i= ~ ~1" GRATE '_. "i INLET ---- ---- -.--- -- INV.t:.L.=2.9P W INV EL.=2.86 N INV EL.=2.9D S , -. --, " .. '- I ""-'.f.: I II 1 I J I I~ / ~'r .j~) II 1,--, ,L'_, MC' , ):{ ~ , (t:..81! ,\ J ' ,.~O" '.I ' / I I I I I I I LOT 7 BLOCK II All I CONCRETE PARKING I LOT 6 BLOCK II A" (PLAT BOOK 21. PAGE 21 I ,\',1,; GRATE 6' INLET I '-. --~- ----- INV.EL.=2.98 N I \r~' ,::.: .--.. .' I 'VCO IX' rv'O IX' lx~ ~ 1.5' CONC. GUTTER ~ IX' 60' RI POINSETTTA-or-WAY STREET MANDALA Y AVENUE & POINSETTIA STREET FOR: ELIAS ANASTASOPOULOS :::.---- - I \(/,,12" i' 12" I '-~...... ,.r I j) ,.*,-:- CONC./Sc' I '!'}" LANDSCAPING I'~ \JL \ (.r * ~,r", ,< ......) 1 IL. I I I COVERED I I CONCRETE WALl< I I I I I I I I ; LOT 38 I LOT 39 I BLOCK "B" I BLOCK "B" I I ^ _ 11. 7' I ::, ~~ I ~ - 11. 7' 0.6)'~ I tt '<t 18.4-' -i ""'-..~ '" lQ ~ ~ '90' . I-- -I- . _1/ ~ -L I' 7-- \( - - I-- -1........1 ~~. - ( '10" .!..--. / ------ n"'J IVJ; I_I-_LL I IS ===--~. -- r-~ I I I CONCRETE PARKING ,,'!?,"RCP ,- --,:::::..--=:.::: '. ~ \ '10" ":: 1\ 10'\_~~ -' J\ I I I I LOT 4 ') BLOCK "A" VJ' I ~ _.....:J5"RCP CONCRETE PARKING I ~y ~ f cj \ (!j-" 16':"'~Y)' 5'CONC~ SIDEWALK 'Vrv IX' rv~ IX' -~ ~jz;:'J ~. ~ IX' Y'to IX' ~- -- Q)'i< "J' KLEIN :::.---- ( f iJ ~ -1 Ii ~5 ~ I 5;!~ g 00:: uu IriS I~ I I~~ I -b- IS ~ :::.---- =--- :::.---- -'\-'\ IX' =--- }:t I MLP I ,8" 1* I I 1/ --- =--- 'OQ) IX' 4.83'-- -,\rv IX' W . IX/ ~IX "J' 'VQ) IX' .::>Y ~ -- - - - - - 10':"~ ./)\ ~'b~ "J . 'V "J IX' - - - - VJIX "J' CO'" ""). o o -;;J- '? ~" , J' -<{ 10" $r.' --.; . ...::J}f::' -' ) , - - IX'O "J' CO" ""). ""J~~"") \><. ---- =--- 10'~~ _;7) , - 10'~~ }:t MLP '-.I 0 ELECTRIC \0" " (r" , ~*-- ..... ) , I~ I I C'\j .: 7' I 1~1 -'<t I I I I I I (2) STORY I MASONRY STRIP MALL L.F.F.EI'=6.06 LOT 41 LOT 42 BLOCK "B" I BLOCK "B" (Q O'l o (2) STORY I MASONRY STRIP MALL ADDRESf *499 LOT 44 I BLOCK "B" LOT 45 BLOCK "B" --: CJ) co o 0- 0 o 0 -elc _..q 0-- o _ f1i I$ I\) ..... _ 0) -~ 01 I I l GREASE _ TRAP l- ...... "1J ...... CONCRETE PARKING I I LOT 2 BLOCK "A" I~ ~ (L o I- LOT 1 BL OCK II A" o z o (L z o f= z W I- W n::: LOT 3 BLOCK II A" I STORM MANHOLE / RIM EL.=4.47 INV,EL.+)0,30 W I ~6' rv;: VJ-'\ ;---- .>,/ '}' ~&j ~I ~ _o/J';l' V 11'" }:tMLP -=s! d 0.. _, CONC. ; - 6~' 8" 'if '([ APRON 10'%. ~-;--.,~ ' ,= !WJill 5' C " j \ '7f\ ')V 12" INV.EL,:1.55 N ~ ONC. SIDEWALK ~Q INV.EL.-2.06 E CE GRATE~~__ J ',.,., !~ INLET -'\ I~;" , -~, . , "::1'. u,&'d..9 12"RCP ~~. _- ~ <.>.9 "'J' '0'0 -<;r ~ . fr IX" 'i >;::? -'. :-- - ",,"57-- _ ~' IX~,> 24 "RCP IXY -r- - ---w- +- _ ~ "'J~CO l~ IX7 L~~/ATE iN~ ~ Q)Y INV.EL,= (-)0.31 N Y INV,EL.=1.18 S INV,EL.=(-)O.27 W -- FCIR Yz" LB 6225 ALSO /FCIR Yz" PSM 3983 0.50'N x 0.02'E 7 - $060 32'47"W $060 29'00"W~W) 50.03'(M) 50.00'(P) co. co. ~IX<O --.., IX' lx'Y' ~ GRATE INLET INV.EL.-2.30 W -- 40.0' FND.N/D PCP 2937 0.13'W "'-I (/) CD o o o o o o fT1 -' -' OJ N m -- "" -0 -' -' OJ 0J CD - r-o. ~ 40.0' BOUNDARY <& TOPOG RAPH][C SURVEY &: STAUB SURVEYING9 INC~ PROFESSIONAL SURVEYORS AND MAPPERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY. FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 -- @ 1011 ,~' 7;~'10/ ___ALE: 1"=20' o I 20 ~ ~ 10 40 I SY1,18CiL l,EGEND DE t-.JOTE S P AU,1 TREE --. r .r -lr--- :)lLt. I f"JD I C,1~.TED DENOTES PALM TREE - SIZE INDICATED -- o 10N DENOTES A BRAZILIAN TREE - SIZE INDICATED ,A TREE l" ASE:LED 11TW I j'J II IS 2 TRUNK S .ASURED 41 AS E THE GROUND FROM 1 MAIN TRUNK, uTRIPLEv IS 3 TRUNKS ASURED 4' ABOVE THE GR ~m F R LEGAL DESCRIPTION: I 1 M,i\ I N TRUNK A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARWATE, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DECRIBED AS FOLLOWS: LOTS 2, 3, 4, 5, 6, 7 AND 8, BLOCK "A", OF A REPLAT OF BLOCK "A" AND I LOTS 1 TO 15 INCL. BLOCK "B" OF CLEARWATER BEACH PARK FIRST ADDITION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 21, PAGE 21 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH: LOTS 32,33,34,35,36,37,38,39,40,41,42, AND 43, BLOCK "B" OF FIRST ADDITION TO CLEARWATER BEACH PARK ON CLEARWATER BEACH ISLAND, I ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH: ALL THAT 15 FOOT ALLEY ABUTTING LOTS 32-43, BLOCK "B", OF FIRST ADDITION TO CLEARWATER BEACH PARK ON CLEARWATER BEACH ISLAND, AS RECORDED I IN PLAT BOOK 15, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE EAST 7.50 FEET OF SAID 15 FOOT ALLEY ABUTTING LOT 8, BLOCK "A" OF REPLAT OF BLOCK "A" AND LOTS 1 TO 15 INCL. BLOCK "B" OF CLEARWATER BEACH ISLAND, AS RECORDED IN PLAT BOOK 21, PAGE 210F THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CONT AINING 1.684 ACRES MORE OR LESS. c,'~ "\},'\~~ l',j t~ 7-'// < -"~ lAS/-:S: .F..?.~t'D." ~. 'OR. K. ~." S!EB,.RUA~Y.::. 26 ~ 2004 , ^" .~' (,:,r '.~, .' .' -. .,,, .. .'-, c ~ c_!'" '\;- f:'cs) - OZ/27/04 BRUCE A., K[1t IN. p~t-k, ijO.' 052;- FLORIDA RE(H~jEREfl SURVEygA?:( '. NOT VALID WITHOUT 'rH~~~IGN~;!)Ri"~!liLORI,GiNA...L RAISED SEAL OF A FLORID~ LI9E~SE!f-SURYEYO~ AND ,NAPPER 1m )> -< ~ o z ..... LEGEND GI ---3 ,0.75' 39.4' I ff , ~~~~~t:\(~~R~ ,'- ~"'\l 19.8' ~(~ '0// ~~ - ~\ ~ / ~, \~I- L = - ._~~~~AYt~ - ..... ? \ '--- ~ , I'.:, "\5ANITARY ~.LANHO~ I~ _I - 1- J RIM EL,~5.;)9, - INV.EL,=H0.46 N INV,EL.=HO.39 S INV,EL,=1.79 SW INV,EL.~1.59 NW Hy~I~~NT i i WATER ill V AL V E 81 i i Ii , I CONCRETE i _ 'Vy PARKING Ii 0/ I ] II II i , I' : ; LOT 8 111, BLOCK II A" 81 i'~ 1?" SIGN If: ~ \ I/~ ~" ~ }10" I I ~.9.- ,,10" ~~ I . ~,~ tV '= ) IS I \ (r __~~ I ~.>& -, , MLP}:t - ~ 1 / :w51 CONC. SIDEWALK 12':_~ \1hp' \ ')> , , h;, ,"'J}, %8" IX/.:':~'V IX'O b<' . SIGN IX' GRATE cj ] INLET " .cf;y INV.EL,=O.52 E W IX::>~IX . rv%~ 1,5' CONC. GUTTER --_ ~'" I. lx'!]Y IX' IX2~~ ~ H-- ~ ~ IX' IX~"")~ ./74 . "ClAYcif=""JiY ~~ ' - -y _ ~~ _ GRATEi:iLET ,IX' 27' ASPHALT PAVEMENT INV.EL.={),51 W O'l ",,'V INV,EL,=D.44 N-$-F 0 IX' r )> -< II ~ SIGf\ r ~ 4.98 LOT 36 I LOT 37 BLOCK "B" BLOCK "B" (PLAT BOOK [,5. PAGE 80> I II I I=-~ .... ~~Jv I ~' \ ; '1211 LOT 5 BLOCK "A" I ~6'J 10~'r - r;y'b - "'-1 ~\f~ 1 ' ~ .../l\ h~ SO 8'~ 12((?~~ }:t MLP 6029'OO"W(PScIJ ./ I eM) J50.00f(PScM) ~l'I' IS If ( _ "('/ '6' 2(~',\~ ~~ ': " .' """"VJ. ~..IS.,'Ou'u" ~.,~tET,~....1 '.' J~2u7)"1:?1\ .." :::::~ ". 75"RCP ,..w _ C).,<J/ ,):c: INV.EL.=2.38N&f':' ,,~/= I:::: L1~Y ~ SIGN (1Q" IS ~. y\',~ ~~ LL SIGN FND,N/D o PCP 2937 o I") -== ~;(Q~! ~ TE iNLET ~I! IINEL.=HO.29 S &r..! INV,EL,=(U9 E _ C\j' '1 ~" - - IX' -- _ OJ o :;:0 GJ :Sl I ~ V) I -t :iE ;0 =< ", ", I..... 22.43 22.68 ~ n n EL. FCM FIR FCIR FIP FPIP ORB PCP PG PB (P) ( M) (F) (C) (D) FND LFF.EL. WM RCP RM BFP MLP ID INV. SCIR SPKND FPKND LB CONC. OHW I -- ill" " o.'l. I c ~-\ 't = DENOTES WOOD POWER POLE = DENOTES GUY WIRE & ANCHOR = DENOTES EDGE OF PAVEMENT ELEVATION = DENOTES TOP OF CURB ELEVATION = DENOTES GROUND ELEVATIONS = LI GHT POLE = SIGN POST = ELEVATION = FOUND CONCRETE MONUMENT = FOUND IRON ROD = FOUND CAPPED IRON ROD = FOUND IRON PIPE = FOUND PINCHED IRON PIPE = OFFICIAL RECORDS BOOK = PERMANENT CONTROL POINT = PAGE = PLAT BOOK = PLAT = MEASURED = FIELD = CALCULATED = DEED = FOUND = LOWEST FINISH FLOOR ELEVATION = WATERMETER = REINFORCED CONCRETE PIPE = RECLAIMED WATER = BACKFLOW PRE VENTER = METAL LIGHT POLE = IDENTIFICATION = INVERT = SET CAPPED IRON ROD (5/8"), LB 6928 = SET PARKER KALON NAIL & DISK = FOUND PARKER KALON NAIL & DISK = LICENSED BUSINESS = CONCRETE = OVERHEAD WIRES () S ill \D Lri (T) Oi SCALE: "" o o C\J FIELD BOOK: 1"=20' 99150 iB DRAWN BY: = OJ LL PAGES: BAK 36-52 C D1 LJ CHECKED BY: JOB No.: XXX 040035.2 \D (T) o o '" 1 OF 1 > SHEET No.: '" VICINITY MAP t:t: e.. ~ Q ~ N.T.S. E c o r.:.: 10 o o N o ... C ~ 01 ,. "l:! .- .- .- I ~ I 10 N n ,,- c o =e 2 - '" c o ~ 01 C ~ C a.. ~ C 3: c c .!:.! CD a.. ,,- ~ -'-' c: .. ~ E iD ~ E 01 :il c ... 'j .. c .. ... ~o PROJECT LOCATION "INVESTIGATE BEFORE YOU EXCAVATE" CONSTRUCTION PLANS FOR PELICAN WALK 483 MANDALAY AVE, CLEARWATER, FLORIDA 33767 -' CALL SUNSHINE @ 1-800-432-4770 FL. STATUTE 553.851 (1979) REQUIRES A MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. City Of Clearwater - Utility Verifications PARCEL 10 #1: 082915164340010020 Wastewater Collection - City of ClealWater Attn: Customer Service - Don 100 South Myrtle Ave Clearwater, FI 33756 727-562-4600 Potable and Reclaimed Water - City of ClealWater Att: Customer Service 100 South Myrtle Ave Clearwater, FI 33756 727-562-4600 Gas - CleallWater Gas System Att: Customer Service 100 South Myrtle Ave Clearwater, FI 33756 727-562-4600 Solid Waste Collection PREPARED FOR Att: Customer Service 100 South Myrtle Ave Clearwater, FI 33756 727-552-4600 727-562-4920 Electric - Progress Energy 2166 : almetto St. Bldg. F Clearwater, FI 33765 727-562-4920 Phone- Verizon Karen Lucas 1280 Cleveland St. FLCW5033 Clearwoter, FI 33755 727-562-1101 Cable TV - Brighthouse Networks Mr Don Anthony / Scott Creasy 11500 9th St. Norf~., St Petersbu rg, FI 33716 727-579-8600 Fax. 727-570-3447 ClealWater Fire and Rescue - Joel WT Gray 610 Franklin St. CI earwater, FI 33756 727-562-4327 BJE,INC 630 S. GULFVIEW BLVD CLEARWATER, FL 33769 PLAN INDEX COVER SHEET C1 GENERAL NOTES C2 DEMOLITION PLAN SITE PLAN APPROVED CASE # .r.~ 'Z...oo If- 0 , 0"1 'Z- lip f.- t.u S ~ 0 ( 0 (S- CASE nfPE _-= ~ DRe DATE l'lt'LJ~1r t I-z..IL./~'" CDS DATE os SiGf\11TURE DATE 1.,.- C3 SITE PLAN C4 UTILITY PLAN C5 GENERAL & UTILITY DETAILS C6 PREPARED BY L7 \ \ LAN DSCAIPE PLAN NOTE C.Y , ('\J - <t: _ 0)- >- ~ T-' <:( (~C::O N <N <<::::t ..-I . LUJO 0 ~~~ I z: UJ ~ cL i:Hl\1MeJ\d31:) .:10 AUO 0 lN3V\11~Vd~O 5NINN\i'ld ::0 ~::t.;:;t.>> ~OOl T 0 ~V'W (j') CONSTRUCT/ON SHALL BE IN ACCORDANCE WITH THE LA TEST EDITIONS OF FLORIDA DEPARTMENT OF TRANSPORTA TlON, ROADWA Y AND TRAFFIC DES/GN STANDARDS AND CITY OF CLEARWA TER CONSTRUCTION STANDARDS. ~lll.:'~" 'ha -.~,.~. ~;..v~ iY:'-, "'-'I """ J' ""'~i ,OC....."'I; ''- i f ' "'4 'd \,,p ,,1f,,!li '~,"J ~i'" I:., ~J ::, U > ~' , .", ) GENERAL CONSTRUCTION NOTES WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929). 2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILA-BLE AT THE TIME OF PREPARATION OF THESE PLA-NS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK PLA-NS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILllY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770. 5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLA-SS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLA-CED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 30 INCHES AND A MAXIMUM OF 42" BELOW FINISHED GRADE. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULA-TORY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LINES AS NECESSARY. 1. STANDARD INDEXES REFER TO THE LA-TEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLA-SS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLA-NS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PU\NS. 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLA-NS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGUu\TORY AGENCY'S TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILllY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITIEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITIED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILA-BLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLA-NTED WITH OTHER APPROVED LA-NDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLA-RED END SECTIONS WHICH ARE INCLUDED IN LENGTHS. 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLA-NS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE U\DDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULA-TORY AGENCY. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINllY 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. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LA-NDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF- SITE IN ACCORDANCE WITH APPLICABLE REGULA-TIONS. CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTURES. 8. 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LA-TERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 5. 7. RESTRAINING JOINTS SHALL BE PROVIDED AT ALL FITIINGS AND HYDRANTS AS SHOWN ON DETAILS. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGUu\TORY AGENCY CODES, PLA-NS, AND SPECIFICATIONS FOR CONSTRUCTION, LA-TEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULA-TORY AGENCY DEPARTMENT OF PUBLIC UTILITIES. ALL UNDERGROUND PVC SHALL BE DR14 (C-900). 9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULA-TORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LA-TEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 10. CLA-SS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER. 6. ALL UNDERGROUND UTILITIES MUST BE IN PLA-CE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 6. 7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTILllY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF U\TEST REVISIONS AND/OR LA-TEST EDITION. 9. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULA-TIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLA-TION MAY RESULT IN REMOVAL AND REPLA-CEMENT AT CONTRACTOR'S EXPENSE. 9. 8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLA-NS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAIU\BLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILllY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVllY. IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILllY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE EXERCISE CAUTION UTILITIES. THE CONTRACTOR/SUBCONTRACTOR SHALL WHEIN CROSSING ANY UNDERGROUND UTI LIlY, WHETHER SHOWN ON THE PLA-NS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITHI THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE AND THE CONTRACTOR/SUBCONTRACTOR AND SHALL COOPERATE WITH THE UTIUlY COMPANIES DURING RELOCATION OPERATIONS. ANY DELA-Y OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLA-CEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES. WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 11. ALL ROUND REINFORCED CONCRETE PIPE JOINTS UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY, AND ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 14 ON FILTER FABRIC OR EQUAL FABRIC TO BE A MIN. OF 30" IN WIDTH AND CENTERED ON PIPE. 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITIINGS, THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNlY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 11. AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLA-CEMENT AT THE CONTRACTOR'S EXPENSE. 2. CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITIED TO OWNER'S ENGINEER. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILllY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILllY COMPANIES. 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETIER. PAVING AND GRADING NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLILAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLA-CED. DEWATERING SHALL BE USED AS REQUIRED. 2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGUu\TORY AGENCY. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES. 5. CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 2. THE MINIMUr.l STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILllY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALU\TION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. SANITARY SEWER NOTES 14. REPAIR AND REPu\CEMENT OF ALL PRIVATE AND PUBLIC PROPERT'f' AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETIER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLA-NS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 15. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FDOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULA-TORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGUu\TORY AGENCY AND ENGINEER OF RECORD. 16. CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING. MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON- SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 17. RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF THE APPROVED PLA-NS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: SAFEll" NOTES 1. A HORIZONTAL SEPARATION OF 1 0 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFElY REGULA-TIONS ."RE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFElY OF THE TRAVELING PUBLIC AND THE SAFElY OF HIS PERSONNEL. U\BOR SAFElY REGULA-TIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATiON. 2. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULA-TORY STANDARDS AND SPECIFICATIONS. 05. SANITARY SEWER MAINS AND U\TERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILA-R TO "TERRATAPE" COLORED GREEN AND LA-ID ONE FOOT ABOVE THE PIPE. 6. ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346, SHEETS 1 - 7. SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. E 0 ~ " I tL) 0 0 "" 0 .... 0 :IE 1. 2. 1. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 2. DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTEWATER PIPING AND RELA-TED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL &: VERTICAL LOCATIONS OF UTILITIES &: APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS. DRAWINGS SHALL ALSO SHOW ACTUAL INSTALLED PIPE MATERIAL, CLA-SS, ETC. 3. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER. 4. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN. 5. LOCATIONS OF ALL MANHOLES, HYDRANTS. VALVES, &: VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS. 7. CONTRACTOR SHALL TRIM, TACK, AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 8. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY, STREETS, AND STORM SEWERS. IN ADDITION, CONTRACTOR SHALL Pu\CE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELA-TED TRAFFIC IS TO !ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULA-R TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID) EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 9. IF WIIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHAILL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCIEPTABLE METHODS. 10. THER:E IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC.) INTO) EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE CONITRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLA-N PREPARED BY THE CONTRACTOR MUST BE SUBMITIED TO AND APPIROVED BY THE ENGINEER OF RECORD AND LOCAL REGULA-TORY AGENCY PRIOR TO CONISTRUCTION. 4. IT SHALL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFElY REGULA-TIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFElY REGULA-TIONS. PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. CI ~ ~ ~ ~ SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGUu\TORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. ~ I v o I co "" I"') ./ c o :.=; o ::> ~ '" c o u ./ CI c ~ o a.. ~ "6 ~ 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. R:"" ..1: t\ ,1. ~ 1\ IE'..- E: I f,~ SPEC BOOKS OCCURS CHECK PLANS PLANS SHALL SUPERCEDE IF A DISCREPANCY MAR 0 1 2005 PLANNING DEPARTMENT cnv OF Cl.EARWATER AND CONTACT ENGINEER IN WRITING c o .~ Q) a.. ....~ .. <= .. . .. o E a;~ E CI ~ .~ .... ~ 3l ~ ~o o :;A'J -=- G> ~ -; f{!!!::."""" ~ I ~ o l.L. o W [:t:: 4: 0.. W [:t:: 0.. QL'- >CO J---:lL'- ~CVJ CVJ U~J---:l Z~~ ~> ~ - - J---:l ~ ~~~ t-:lr~~ ~"-'~ .~ rn~ ~ O~ CVJ~ COU rn J---:l ~ ~ ~ ~ ~ 0 ~ - Z ~ z ~ J---:l < ~ ~ U ~ ~ 1--1 ~ ~ ~ ~ ~ Z ~ ~ ~ ~ Ci ~ z U 0 W F 4: ~ U W 4: 0 Z ...J ~ 4: l- I- Z U U w W I- ""'J ""'J W 0 0 w ~ [:t:: I 0.. a.. (fl N >- ~ CD [:t:: I=! ~ [:t:: 4: w ...J U I.L. 0 Z ~ 0 F U 0.. [:t:: [:t:: U W (fl 0.. W 0 -.> w [:t:: ~ 0 W " I- 0-: <( ..... 0 ..... d z . :'.\ ll::W>-1Il-0ZlIl G <( &i~ ...Jei .' .<(W 'wW ~~'lI! :1!: .,6~ _~'W IlJ V)"o . I""""ln. Q W ~CDll:: ~:::!:I=! ~wV) ;W(3 I...lb j:!: ll:! n :;! Cl <( ~Zo 1-1ii:1ii: Q~g ZCDlL. U") @:::) c;:) N ..-1 (:> oe ,.lII:( z: DRAWN BY: JCC CHECK BY: KZ ORIGINAL DA1E: 09.22.04 SHEET C2 ~ I ~~~I Brf ~~I ~~I :j~1 ~~ I~ ~ I L.. ~ ~ I~ ~~ i8 ~ ~ !~ f;J<,8 ~~I U I I I f I ! I I ! I ! I I I I I i I i I I ! ! I ! I I I I f I I ! i I f ~I~ i I I I I I ! I f I I , ! f ~ C"'t9~ 1 I I i ! f I I i i ! 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I~O"OO~9~qJlf 226,4S'(P) -- -- I I __~~," ~ "':0 TOP OF BANK - s~, '" EXISTING GREASE TRAP TO REMAIN EXISTING CURB TO BE DEMOLISHED AN D REMOVED WI- r-w I ':t...J r..l:::z ~"" 1:/ '=' 0' ~ ~ ~ '!~ ~#~ M ro~ "\ ~iI# ~I ~ ~~ ~ ~ ~ A" ,~ ~ ..". #~ .~ '" * <:> ,..., . o * t,..,V 0/ ,\1(,,/ 0/ " " ~ 01 ~RATE ~ INLET "':;v 0/ . o ~ I mt * /'\~/ 0/ REMOVE EXISTING HYDRANT EXISTING CURB :l TO BE DEMOLISHED AND REMOVED "r;~ ~~~ ~#O'#" '" ~ , '" ...... ~ # ~ 00 '# .~... ~ ~ ,~ ,~ ......#~ EXISTING PAVEMENT TO BE DEMOLISHED AND REMOVED ~:&-. cl &~"~';.#~ G'~ ~. ~ t · ~ ,~ . ~. ~ '':~ ~* ~ ~~.# .. .,. .. .,. ,." ' , # '" ' l" I I'~ ~ ~ ' :\:~ 1"!~ .. # "~~ # ~- # " t -#" #" #" ?tj . ASPHALT PARKING ! ! ~ I I I i I ~ j ! I Iii II~ il~ ~I II (' , I I'I I I j ~ I II ~I III I ~I 1-.11 I .~ I Ii'$., '" f 1<:5'1', .;$, I' III I I It ! I III ! II I 0::, I I I g II I I I I I I I I f 1/' I , ~ I f 1 iti ! f II ~I I II I ' 0" I ill' I~C'C' "'.$' I II I!D~ $( II Ii '" if III I I i j! ! J i i i ! 1'1 I' I I <<: I/ I I ~~ I r Ii ' I I II I I I ' / i I I~' 51 ~ N'~d> II I !$~,' . , I I I C' {<:5'(', I 1/ $ ~ I' I I II I I III f~11 ~Oj , f I ",,' OJ I I I , Vr--j II ~ f~ 1'f\.11 I I I I ~. f :rc II I EX~T1N~1 PAVEMENT I TObBE tMOLlSHED I AN ROVED i ~ I I I ~ ~I !C'A ~ II ~ $ I II ! I I '" I ~MP ARY SILT FENCE tOC~ON (TYP.) ~ I III r II ~~'II g C' I I I ~ II { /J I I I <<: I I r It J f/ ~ I r /1 ~ ~ ;'1 ~~ I I ~t-., ~~ ! I I ~ iiJ ~1'ft'J I L.. J III ~~ f I 8~ ~ II:~ ~I i il~S: -.Y~ S II ~ i II t". I II ~ t II ~ rJI ~ 1'1 -I I '" I , I J II f II i I I <: II -I I I J II I It '" /f ;J II I ~/I ~ '$1 I I '" I L/ I I f ~ II I I ! I ! f f ! ~ I ; ~ I I f ~ i I I '" ;J I I i <:: I 11 I ! I , I '" I I ~ oj ! i I ! I I ! 'C I , ' GRAPHIC SCALE 20 0 10 20 40 ~~ L I I ( IN FEET ) 1 inch = 20 ft. LEGEND 1.~9 i- EXISTING GRADE 'I~~ TREE TO BE REMOVED NNN. SILT FENCE TYP. DURING CONSTRUCTION " # .. # ~ EXISTING CURB TO BE REMOVED ~ EXISTING PAVEMENT & SIDEWALK TO BE REMOVED GENEIRAL NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENVIRONMENTAL TESTIING REQUIRED PRIOR TO DEMOLITION. 2. EXISTING UTILITIES TO EXIST BUILDING TO BE REMOVED AND CAPPED AT RIGHT-OF-WAY AND INSPECTED BY CITY & COUNTY AT OWNERS EXPENSE 3. PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES. ~ I I I f SP ACING OF POSTS TO BE 6-10 FEET APART FILTER FABRIC MATERIAL ! I r ~ I I~~ II I II I ;f ~ I ~ '~'11 ! I I I I I I I I! I / I I I~"~, ~l I~ I! It ~II I I I I I I I' .if ! ~$I, il&~ J I & I! II . I I~I I i'J Ir' II 1(--06 Jr'* if I I II I! I I ! I I I ! I I~ II · d *fj I I I I II FOR ADDIllONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO A 6-INCH (MAX) MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO THE POSTS BACKFILLED TRENCH FILTER FABRIC MATERIAL SECURELY FASTENED TO THE POSTS OR IF USED THE WIRE MESH ATTACHING TWO SILT FENCES . . till !i I >t> I I 1/ ~ ~f ! j! <:: i/ iif I I I ;1 ? j/ I I I I I I I f II I ~ II If I' II I~,. ~ f~1 EXISTING PAVEMENT TO BE DEMOliSHED AND REMOVED \ k18 ~ APPROXIMA TEL Y 8 INCHES OF FILTER FABRIC MATERIAL MUST EXTEND INTO A TRENCH AND BE ANCHORED WITH COM P ACTED BACKFILL MATERIAL WOOD OR STEEL POST (~- ~ 1 DIRECTION OF RUNOFF WATERS t t t ~ ~ APPROXIMATE 4-INCH BY 4-INCH TRENCH tttl PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DRIVE BOTH POSTS ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP CITY OF CLEARWATER. FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING INSTALLING A FILTER FABRIC SILT FENCE REV, DATE DRAWN BY BVO CHECKED BY B.G. APP. DESIGNED BY DESCRIPTION ~~"... 'E..'",.. =4 . , E\VE o :;0 -- G) -- Z J;> I MAR 0 1 2005 LANN\NG DEPARTMENl cnv OF CLEARWAtER 0::: o l.L. o W ~ <( n.. w ~ n.. ~r-- :>c.o ~r-- ~C"'J C"'J u~~ Zl-l~ 1-1:> ~ ~ ~~ ~ ~~~ t-:l 7~ ~ ~'-J< ~ r:n~ < o~ cY)~ cou Z ~ ~ j H ~ ~ ~ ~ Z z ~ 0 1-1 <::r: ~ ~ u < 1-1 t--i ~ ~ H ~ ~ 0 ~ < ~ ~ r:L1 ~ ~ z U 0 W F <( ~ u W <( 0 Z -I ~ <( l- I- Z U U I- W W J J W 0 0 w ~ ~ I a... n.. en NN >- ~~ CD ~~ ~I=! <(<( ~~ ~~ <(<( WW -1-1 UU l.L.l.L. Z 00 0 ~~ F n.. C::;C::; ~ ~~ u en ww w n..n.. 0 >> ww ~~ '<t'<t 00 W 'r....: I- ~o <( '-:c-.i 0 .- .- .-N ci Z [k: W > - Vl - 0 Z,Vl < ~~.,.., f~" l1.. , .\0.."1 0 . \~o. '.,. U') \J~Z...J [k: :r ' . e:) 'T"'" < < t::l ~. IC:::) CO 0 ~ ~ , N '<:j" w ' ..C) '. ZOz ~ ' ".C)WW a-Vl' o VlVlo -, Vlow ~ '.oC:-. Vl OJ. [k: ...... w::::EW ..c:t . ...J W In :c LU ~w5 . :Cw a:. 0 ,I- [k: ::::JC,,< ::;~O I-~~ owg ZOJl1.. DRAWN BY: CHECK BY: ORIGINAL DATE: JCC K2; , 09.22.04 SHEET C3 .- I V o I <0 c-.I ,.., /' <: o :;:; U ::> ... - Ul <: o ;;- CO <: :;< ... c a.. "". C :;: <: c .!.! W a.. ~ ~- ~ Ql o E a;~ E CO ~ C ... -j Jf~ E c c-.I r' Ll) o o c-.I o ... c :::E ~ ~~ ~~ ~~ ::s~ ~~ ~~ ~~ ~@ g ~~ ~ ~~ U >- <X: ~ I lL.. CJ I l- I l:J ..... O! ... ... , , , , - STORMWATER TREA IMEItT CALCULA TIOItS (REQUIRED BYSWFWMD) (1/2")x(NEW CONSTRUCTION SITE AREA) (0.5" /12)(73.379.00 SF) = 3,057.45 C.F. REQUIRED TREATMENT POND #1 2.346.59 S.F. (ELEV=5.0)+376.97 S.F. (ELEV=2.5) X (2.5 FT. DEEP) 2 = 3,404.45 C.F. TREATMENT PROVIDED POND #2 861.65 S.F. (ELEV=5.0)+326.13 S.F. (ELEV=4.0) X (1 FT. DEEP) 2 = 593.89 C.F. TREATMENT PROVIDED co ~ "'C! .- .- TOTAL TREATMENT PROVIDED (POND #1 +POND #2) = 3.998.34 C.F. LEGEND GRAPHIC SCALE 20 0 10 20 ~..J-~ I I TYP TYPICAL 40 I R RADIUS PAINTED TRAFFIC ARROWS ( IN FEET ) 1 inch = 20 ft. .... 6- @ PROPOSED PARKING COUNT HANDICAP PARKING CONTRACTOR TO REMOVE SILT FROM EXISTING STORMWATER POND PROPOSED RETENTION POND TOP OF BANK ELEV = 5.00 ~ I 1 Q::'lot: ~M .0 tj COU'l It) " .... PROPOSED CURB - - - - - - - PROJECT BOUNDARY ... (PROPOSED RETENTION POND TOE OF SLOPE ELEV = 2.50 L ......... ..~ ' - -- '~- "'-ICij_.-;L 7 ..... .... f 5.0 lenG ( C ~-- 1 4.0 ". ~ -; "'IZF - I O! t;j \. . ' I. N~ ' """3.5 L~U'l '- ~ ~ r, ~,_..:.~ ~"'S'~............ .......................... _ ---=__ _ .... 'i. ~ ......... -----====:>-. ..' ......... "",,,,- . i c... ' ..~.. KEITH ZAYAC & ASSOCIATES. INC. 701 ENTERPRISE ROAD, SUITE 404 SAFETY HARBOR. FL 34695 (727) 793-9888 Bus (727) 793-9855 Fax 535 S. FORT HARRISON CLEARWA TER. FL 33756 082915164340010020 PROPOSED ASPHALT P% if ,\:..".. L :/,..., IU Q:x: (l)U ~.W . ~ ~~~fJtf*~f~l~: 3' CURB TRANSITION ("TYP.) PROPOSED CONC. PAVEMENT IU C fij " 2 lot: :I~ f5~ ~(I) x TREE TO BE REMOVED .................... - } ~;It~ ---'- ;;ye~. ~ j1," ,t 11)"1 -r i'/ ,/- /' . ,,) "~ ~ . J 1 -. ,': -'-.....~.-._-~- !-S' CONC. SIDEWALK GENERAL NOTES: 1. ENGINEER/LANDSCAPE ARCHITECT: . .... Cl N '--- ~..?o .,s. '---- ~n u C 2. SITE ADDRESS: - (2) 20'x20' SIGHT --- VISIBILI'TY TRIANGLES ('TYP. ) ~ '. . J . . .--- ....) i.. .'( ..: '-- . = PARCEL ID #1: ZONING: FUTURE LAND USE: "CRD" Ci). --- "T" -- -1 ACCESS ISLAND ('TYP.) SHOPPING CENTER & PARKING LOT --- -- 3. PRESENT USE - - L- .J> 28 CONDO UNITS & 4 LEVEL PARKING GARAGE GARAGE ATTACHED TO EXIST. SHOPPING CENTER 4. DEVELOPED USE ... ......... - ................. ..1 =. )("'C' 5. TOTAL SITE AREA 73,379.00 SF 1.68 AC 6. SETBACKS: EXISTING 131.00' 5.00' PROPOSED REQUIRED 4.77' MIN. 25.00' MIN. 0.00' (PVMT.) 10.00' MIN. 2.91' (BLDG.) N/A 20.00' MIN. - L= \' FRONT SIDE c:o REAR N/A - - lr - 'L ____ 6" THICK CONCRETE PAVEMENT (SEE THIS SHEET C-6 FOR DETAIL) 7. ALLOWABLE MAX HEIGHT PROF'QSED BLDG. HEIGHT 30' - 50' FT 84'-9" (FROM BFE TO MID-POINT OF ROOF) - :cJLL C/)~ <::(:;:> 2=86- 8. ALL DISTURBED GRASS WITHIN RIGHT -OF - WAY SHALL BE SODDED. - - /L = "'---- ----.;,.. 10. ALL UNUSED DRIVEWAYS MUST BE REMOVED AND REPLACED WITH CURB SIDEWALK. AND LANDSCAPING TO MATCH EXISTING CONDITIONS - . - . if, ~,. i .. ' ~ Ji ' ~--_L_ u' .,.. c/A.L ,,9-,9(' - 11. FLOOD ZONE: THIS PROPERTY LIES WITHIN FLOOD ZONE II AE" AS DEPICTED ON FE~v1A FLOOD INSURANCE RATE MAP NO. 12103C0102G (SPECIAL FLOOD HAZARD AREAS INUNDATED BY 100- YR. FLOOD ELEV.) 12. BUILDING TABULATION RESTAURANT/RETAIL CONDOMINIUM UNITS l~J. !'J. i ~ ~ ~[J' . ;-::' '. -,::'J:~~. . . 38,000.00 SF 28 UNITS (4 FROM TDR) 13. PARKING TABULATION (RESTAURANT/RETAIL) REQUIRED PARKING 5 SPACES FOR EVERY 1,000 S.F. (38,000 SF)/(1.000 SF)x(5 SPACES)=190 SPACES PARKING TABULATION (CONDOS) REQUIRED PARKING 1.5 SPACES PER CONDO UNIT (28 CONDO UNITS)x(1.5 SPACES)=42 SPACES TOTAL PARKING REQUIRED (190 RETAIL SPACES)+( 42 CONDO UNIT SPACES) = 232 SP ACES PlANNING OFPf.\.!;lfj,/II:NI ('l,UV Of j: R ~In, , '"' ~-----..c_ ,!.. .:.. -- ./m~ .~:r J: ,~ H',I) 1 Iy,t . (.., J'J 5' CONC. SIDEWALK LOADING ZONE "NO PARKING SIGN" 14. PROVIDED PARKING GROUND LEVEL SECOND FLOOR THIRD FLOOR FOURTH FLOOR TOTAL SPACES PROVIDED = 73 SPACES = 90 SPACES = 104 SPACES = 88 SPACES = 355 SPACES H.C. STALLS) H.C. STALLS) 15. SITE DATA TABLE: A. TOTAL SITE AREA: B. TOTAL OPEN SPACE: C. BUILDING FOOTPRINT: D. SIDEWALK & PAVED AREA: E. TOTAL IMPERVIOUS AREA: F. PARKING SPACES: REQUIRED: 20,000.00 SF N/A 1.00 FAR N/A 0.95 ISR 232 EXI STI N G: 73,379.00 SF (1.68 AC) 25,095.21 SF (0.57 AC) 19,942.00 SF (0.26 FAR) 28,341.79 SF 48,283.79 SF (0.65 ISR) 103 PROPOSED: 73,379.00 SF (1.68 AC) 14,715.00 SF (0.33 AC) 57,646.00 SF (0.77 FAR) 1,018.00 SF 98,964~OQS('(Q.RQJSR) . 232 PRIVATE SPACESi 123 PUBLIC 355 TOTAL . ...... . . . . .... ... '..' 31fbbsF .. N/A G. VEHICULAR AREA: 33,349.00 SF J 16. THERE ARE NO ENVIRONMENTALLY UNIQUE AREAS ON SITE. 17. SEE ARCHITECTURAL & PARKING GARAGE PLANS FOR ELEMENTS WITHIN BUILDING ENVELOPE. 18. AN OPEN SPACE IMPACT FEE WILL BE DUE PRIOR TO ISSUANCE OF BUILDING PERMIT. 19. THE EXISTING SIDEWALKS TO BE REMOVED SHALL BE CUT AT NEAREST JOINT BEYOND THE DRIVEWAY APRON AND REPLACED PER CITY STANDARDS. ALL PUBLIC SIDEWALKS MUST BE RECONSTRUCTED WITHIN .3 DAYS OF DEMO. 20. ALL LIGHTING WILL BE MOUNTED ON OR IN PARKING GARAGE AND CONDOMINIUM UNITS. 21. A COMPREHENSIVE SIGN PACKAGE WILL BE SUBMITTED UNDER A SEP ARA TE PERMIT APPLICATION. 22. OUTDOOR LIGHTING WILL BE 1000 METAL HALIDE UP-LIGHT FIXTURES. 5' CONC. SIDEWALK FLUSH wi PAVEMENT 0:: o lL. Cl W a::: <( Cl. w a::: Cl. ~r-- :>CD ~r-- ~(7) (7) U~~ Zl-l~ 1-1:> ~ ft -~ ~ ~~~ ~r~E-i ~\..J<r: .~ lfJ.~ <r: O~ (7)~ CDU ....JC ." '.' ~ nI 1J Jii ~ ;w M,' ;:) UJ LJ~n / T <~, ,U a:: ..~. ~\--- ~~+:i0 \ ~.' · ;;:;: SO ',' ~~~ ~'i (1) R1-1 WALL MOUNTED t; ~ L- ': ? lilt} ""-m'P24~IG~TOP BAR t7::. I ,/ ~.~...'\ '-....... i () S PER ~ ~...> ;:S;::. .. "'--F~OTH'I%'D::M;304 WI ~ l'~;;: ;;..':~~fu~t]I . TRUNCATED DOMES ('TYP.) gL c .~.~. .. (~E~H~~~S C~~~~ET~_~A~~~E~bAIL) ( ~.j. .... .. "~l:t::l"":';?::< (2) H.C. RAMPS PER I-CC'''-''':;';-,.,. '~ ~ ~'~,kt.~11V .' .. FOOT INDEX #304 WI IZ:I 1,":f:.t,] TRUNCATED DOMES ('TYP.) I I.~~.. .,.:.:;;;~f,,:' I "" . s:....H:'...i;.:i""I.~.L.::~. 'i1:.:~ ....l ,":':"i~', :'4!'! ~....~~ I)~;':i;.', "';:'~"~~~l,---- .' 'r~~~i~~. --- .-::' ;'~.:2~'~ :.~ .'~: ...~ ~ \.~ 'Fr8:;{ '-L ~, I~~ ....... ;..':o.."'.~..:::. h (2) H.C. RAMPS PER " ~ k i:f,.~:;~,'{:--;N FOOT INDEX #304 WI ~J~' J<:-?"," :.' j ,.:,,..:',y' '~.. .. >- TRUNCATED DOMES ('TYP.) lJ...Jil -J ". \Jd" i.~'~":;': ". o <5~' Mi~+~i? 10' CONC. SIDEWALK ~ :;,; , · FE , :;i:};t; . ~ ~ ~ g 7 u ~ , ..... y;,?)~:: ~ iLea - U) a:: 'v 1 d ~ j !)~t~r i~ ;6'!!:k ,.. . - !,~~\;~. . ~6'5' CONC, SIDEWALK -<j:~ ,~ ;9~r=l ':~~i'~";6~t ~-=;~~i..-' JI..;~.t:t,~ <>r ~ "'~(3' CU)RB TRANSITION , ~.7; .'7 ~:;;~ '__________~ TYP. 1::1 ~' =1 C/) 8 j~~~~:~;~:rij!;jjA ~ (1) H.C. RAMPS PER )i_ -.. i- fr: II I\.7 ;;..tJirlt~;'F'~ ~ . ~FOOT INDEX #304 WI L - - ~ ~ I~I, ~f:i;(" ~. i ~ TRUNCATED DOMES (lYP.) I _ C/) lJ...J ^ ~~1': i ~ ...... </i i I , - il:!dL- 1_ fl: ' 1_ ~1.. <l -... l..~~. i ~., :.~~~' ..... .. I.::----,.~ it -.. &ia~! .~~1~.! ........ .... .,. - I- ........ I' .i~,: 'i ~) ~~ . .. - .V""" .,.~,...'..;~,;,:...',: ......... . (~,~ i ... ~'-L -:-.......... ~...... ...~ :~ '~'" . J t: ........ ....... .~ .,'. u~ :5 g <i . ~ ,,?i.:: ~< C-' ,..,.' - .< ~_ I (w~"*".. . G- u~t l ~ CI)~ r:~3;~I;i", ~'l l_~~~\.,\}--- ~ *~ ~ '~~ ....~.~;::~ .~8Jf'i I :\.1 ...... -./. ..... ..... ~ CO~ _ 11'- . .~ ~ ~d:'.: 4.77' FRONT'i) ~ ~6' CONC. SIDEWALK 'X ......... -, . ~', ~ ;,;.,~ :"". SETBA I.LI ..... \.. /.... Ct::.\ ...... ~.....>/\ ,..,.~: "..,~...." ;,,; CK I~ ir'. ..... ..... I · C')\ in ~ .1 ........... [J........ ~.I '/;(i .,~..;\~>~t.;f' I. ~:..--- /// , V'" ~~. ,~(:r:~: ~......... .'i .. (2) H.C. RAMPS PER ;:::>< . ............. ,. _, i ~,+.::"~?, '..~,: I _____FOOT INDEX #304 wi . ..... ~ .... . - - = [,. .;:;;:.~\ .--, ~ TRUNCATED DOMES ('TYP.) .. ".: CQ b-='.~;! (~1 (~'~'-~2.0' ~, (2) 20',20' 51GHT 2 B ' ..J ,.. !;;.. .. ..... ""':7. ,"7-; '.~ " L ;I' -....;,,: · .... VISIBILI'TY TRIANGLES ..9 RfiAR ~ ~ '-'-I < ,,~, f. ' .... SET8AC"- . L...J. t'" " ^"" ,.,..1 /' ('TYP.) - 7" ..e: ~ 0'. ......,.,.... . %" ,.' ~i5 'i~." ~ '0: - ~ ~ ~li '=----:~~- -~~ ~g~\~~R. SIGN ~ ~ I · ~ 4.0-_ .~ ~~7i:~~ . . ~.".'.::..------ .. .._______________~ROSSWALK FOR CURB I ~.\fc.. I.> N .N OJ' (Cc..~)I;,.;,..."F~<:,::. ", ...... ----..,~_ ________ RAMPS PER FOOT INDEX #17346 ~ ' I 7T\"""' ' .' . "I;) ..... --------: ('TYP .) .~.I . 1 ;7J\7F;>. . -... b! "d . i...~ I) (1) R1-1 WAlL MOUNTED 4" WHITE TRAFFIC PAINT ~ 8'x10' SCREENED DUMPSTER \..... f ~ (J)P24~IG~TOP BAR STRI;GHT C"::O::~ RETi6'i~ :~~ A E~gt~~~~~ ~~M~~~~ 0;' il. ' :~L-._ 6" THICK CONCRETE PAVEMENT ", PROIPOSED RETENTION POND (SEE THIS SHEET C-6 FOR DETAIL) TOE OF SLOPE ELEV = 4.0 , L ... ,. ~. cii1i r ~ ..... .'. . . .... ....i It) 'I. i~~"'~> . ,....,. -.. i< ......~ l ..0 ~.l .... = ciii1I EXISTING 38.000 SF ........ ...., ----. RETAIL CENTER ......... .0---- .. ...... i.. ../ 7'7'"---- .r>, 2-./~...... .... ..' ....~-. ... - .. .'7---- ~ ........ ....... I ~ ~ ~ Z ~ U f---l ~ ~ ~ ~ ~ o -:r-, ,.. '~>-ff - ~ ~ E-i <r: ~ ~ <r: ~ ~ z U o F <( u o ...J I- U W '"? o ~ a.. / ' , ' W :::!: <( Z I- U W '"? o ~ a.. ,;'''!I NNNN ~~~~ ~~~~ F=!F=!F=!F=! <(<(<(<( 3=3=3=3= ~a:::~~ <(<(<(<( wwww ...J ...J ...J ...J uuuu lL.lL.lL.lL. 0000 ~~~~ BBBB ~~~a::: wwww a.. a.. a.. a.. >>>> wwww ~~a:::~ ..q-..q-IOIO 0000 r...:r...:I"i~ .-000 ~N~1"i .-....00 .-Nl"'lv ~W>-(/)-OZ(/) (j <3: >= ~ W I ~ ~~ C\I " - '0) lti')'"r"" .~ .........' ~,~ ioN ":oo::;t ~'d z . . W . 0... DRAWN B~ JCC CHECK BY: KZ ORIGINAL DATE: 09.22.04 SHEET C4 Z <r: ~ ~ ~ E-i 1-1 lfJ. " I,., W ::::!: <( Z I- W W I (/) >- [D z o F a.. 0:: u Ul W Cl W I- <( Cl d z <( LL 00 . Z:..J~ '<(L5ltJ o(/)~ w. u zoz GWw Vi~O in'ow (/),!llC:: w::!:w -1wl- Z (/) :JW(3 O~~ ::JG<( ~~Q I-~~ oL5g Z!llLL E c N ,:.: I LO o o N o 6 ::E co ~ "t:! ~ ~ I .... o I <0 N ..., /'" c:: c :,::l U :::I .... - Ul c:: c u /'" c> c:: :;;; .... c 0- .:>if. C == c:: c .!.! Qj 0- ~ ... - .. c .. . Cll o E ;,;.Jt E c> ~ c:: .... .~ 31 E :::> Cl EXIS - , , , I , , CORE DRILL &: CONNECT PROPOSED 88 SAN MAIN TO EXIST M.H. @ INV=0.50 CORE DRILL &: CONNECT PROPOSED 8" SAN MAIN ..~..TO EXIST M.H.@EXISTINV TING TRANSFORMER &: BACKFLOW ~ PREVENTERS ARE TO REMAIN ~ EXISTING GREASE TRAP TO REMAIN ........ .... \~.....- - ..--X)j\ I ~ - -- - r::::t~<l.L. I .......... .1 1 -- ,,1 L -- - -a::r=-_ 22 LF 8" SAN PVC @ 0.40 %" A - .~ ~~< - ;.. -? ,__ I ,x.~,,- ~.., ------ -2~ SAN MH 1/ ..... ~t-- RIM EL = 5.70 i.... / ... - -- r VTR_ WTR----c( -- ................... ~ ~ , , " , ~ ~n' ~ (U 7'.. .. .x Xi t.J lI.J - - - l- = = n u ~ lJ I n) f1J/~n U U-~U __J Ib -~ t :::: ~'.' SAW CUT &: REPLACE~i ~ ; ~ EXISTING ASPHALT .. ....~ ""--I.... .. ..... .............. - / t ~ /. Cii~- r-- L- > Q.. ......-l .......X - ~. ..~ -;.1.~:i:,!.~;)~~'i .,< -, .1~if..:..;6/1'li....~.,. "," ,....,... ..'.... .Ie.:', "f. .~. Q; i1J .....J.' ':'::')"; ~~: -..- :s. :. .~~ ....... :::> .~ ~ 14'\ L ,:i.J, :; """" 'f'" C/) I-#- - r ~}:~ ~.. .~. '..., [j r:", ,.:".;;~ ot~. j . t.;,.~.~~ J:'~t;.:'J p;f ~~~}\~ '~$jfo"rrfl. .Q........ 9r.t,.., ~ ~~ ' ... ...~~.;.:~.:;f;. ~~l " ,'. ..~..:.;~" --J .-t '0" C)- ............ ,,' l' ;.{ . ...... . .~^ ',..1:. ,.:. .:( I'...... .w;,....,~;.~:.. r .....-t.."i!,~.~It..~/~i" r ....r:......- .,;.- . ~ I.,,,. '" ~;.~:;~!i:~:;"~. . '1{:.:~;~. , .. ;.~ .J - - c:"i1 . . .. ./.. N>&GROUT INPt.A.CE MAIN AND MANHOLES .. . ....... nr~ . ~ ~ ~"\j... ~~~..~ //i "P ) ..,,~ "'--.....~ - ii // c::::r -~ _Ii ii/. .i/ .. ~ ............. :!:oo.. I- -1 ---.. 1::::1 _ ..-- L- '" ; .. : (.".> ,no I~fi ~:.~l;:1;ft . b..:::.:.' .,.., ..... ,....~ .. .1.....' j , ~1~~\;.fi":'.:t~f:~\}J.; _ .'r ." @f.. 7 ~ J.~:}~i;~f; ';5') .~..."._..."..~.. ~,.::. -. .,'...J ~l j ,-::;: '~~,:~~..:~.:;~ ",.'V:" "",,-'S "~"..'If~''l' .~ ",' ;::',,:.. ",~.~,-.J ;,"::...."1/'...:..:. .... U! ~:,:~:.~,,,, ....... ..... ,.;(.:. '."..'.: ~ ... ,~i~:;.{J-:. ... ".." ."':,' Co , ;X~.::.~ i;::~~. ,',',',' ..~.....: "'.:'....:.,... 'i ;rSf{~:~' ,t .~.~. ~.' 4.. ,1........,~};(l~f;t. , ...... ..,t;'. .',.' Vi ./........ t '.!>::<~. -:ou - I ~::~:~ ..C.O,. . It,.. .......... ~ t;;';:":':~~~~: c ~~f ;t%tt1 Xl I ,~,.~.....:,I) r V , :.Er~f}':' ~"//i ^ J i':'~ .. . ... '.' :/1 12. ji ~ i// J: --.,.. )i. , .' ~c ~#.: ..I. ........... J~ .................. c---. .~... ..... ... / r--~ ...... :.......1.~ :< ~~ ~.......' /I ~17 / ~.:r .. ~ ""-,,.. /l /... - - - - :r: wu L C/)/-C= <:(:;) f?=~- - - r--- - ........... .. ... .... . I - - lLJ ~I ~~,~ ~o C/)fE ~ -J <:( u " - ??= u~ lLJO -10 JlLJot - .~ L- ~ J. .,.:r#4,. .O-.Fl.... - i> ....clM L .9-,el Ii - . ..,.. ... .'r:JA1 .9"':.EH .....,9!J. 0' . -.1rl ---: .... lLJ : 0::::- o C/)U 1- ot =- t5~ 9~ C/)lLJ lLJ-J otlLJL- i-- L= - - ~J - - - - - L= ,;~~A '!,Si: :"..... 'H::~ -'"- X/~ xF: "'-:' , ,'." . ::,:::: ~ i .~.:. .... I". ',' i _~,:,,;':"; ...... ~.~:~;~. ~I.:~::\~).. ~~::.. ..~ J 1 ~'~<"" , ",:"". ~ ':00:..:.:1'., It.'\ ',.:,' ~I * ... ;~~:'~' :" . ~; .,~.: ~~: .~.~: ~Ji~~ .~" ~,~., .~...::.'c';.:~.:x :,~ j, ,/:;;:~ ......1l...., , . FDC LOCATION FH ASSEMBLY SAW CUT, REMOVE, &: REPLACE EXIST. ASPHALT S"x6" TAPPING SLEEVE &: VALVE INSTALLED BY CllY AT OWNERS EXPENSE ~ EXISTING 4" W.M. / 1 .. ~ ~~ ~~ L.. ~~ ~~ ~~ ~ EXISTING 128 RECLAIMED W.M. r:::a, --.. - I5?J .c: - ~ .... - - . - - I ,~ - ~ Lea:: O~ IJJ }- .......T-- ~ ~. ~ ClQQ.-- C\j ~ Q 0'::> L!=J ~____ ~ u5 Q J\~~ '\,\v -- i? ~ l .- ~?-~ -'~ (;1 ~ = dO II [>~ ~ l~ r-..----..., _ _ 1~ .';;!~I:,_ ~ \ LEXISTING FH '" TO BE REMOVED.C/) G ... I-- EXISTING FIRE sav~ TO REMAIN ?:S0 -0::' C/)l..Ok - ~ ~ =[> ,1 ^ ) ~~,~~. '1t:;.):.,'~-..>>..,.. ~ ,'......_.. ...".'1:"'.;,.. .t... 1 .il ;:,1;}i~;::i{~).i:~,~~~;~:~:~.:;. I _ J . .IN'i...~.'.;j~:~~'}'~~. ..... ,OA ~..... j. OJ I \..llC:... III ~~oI.;...\.:..~~~;;:..~.:.~~,;H~~~..I-l.;. ~ -'T' --- - Ii - '-C <:sii ~;: -- - - r-- - - I l . o o N . N '1- - ......,/)V))/ ~ ~~ d-..:t~?"; PROPOSED FIRE HYDRANT ASSEMBLY EXISTING 12. D.1. REClJ'JMED WATER UNE~ ~EXISTING 6" W.M. } ... (1) DDCV WITH VALVES SAW CUT, REMOVE, &: REPLACE EXIST. ASPHALT 6"x6" TAPPING SLEEVE .de VALVE INSTALLED BY CllY .AT OWNERS EXPENSE . DISCONNECT AND ABANDON EXIST. ........CONNECTION &: BACKFLOW DEVICE AT OWNERS EXPENSE CONNECT EXIST. FIRE -SERVICE TO PROPOSED 6" CONNECTION SAW CUT, REMOVE. &: REPLACE EXIST. ASPHALT SERVICE CONNECTION DET AIL I. S8XS" TAPPING SLEEVE &: VALVE INSTALLED BY CITY AT OWNERS EXPENSE N!lTES. L IIATER MAINS T!l BE !IN N!lRTH a,. EAST SIDE !IF R,!l....... APPR!lX, 4 FT. BACK !IF CURB UNLESS !lTHERWISE AUTH!lRIZED BY CITY ENGINEER. 2. SERVICE C!lNNECTI!lNS T!l BE 2 FT. FR!lM SIDE L!lT LINE !IN EITHER SIDE !IF L!lT (SEE SHEET N!l. 3). THESE SERVICES T!l BE C!lNSISTENT IIITHIN THE SUBDIVISl!lN, DRIVE\JAYS SHALL N!lT BE BUll T OVER METERS. 3, ALL LINES SHALL BE CHL!lRlNATED ..nol PRESSURE TESTED (TEST F!lR !lNE H!lUR II 150 P.S,L) UNDER THE DlRECTI!lN !IF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL C!lMPLETI!lN !IF THE TESTING "",01 CHL!lRINA TI!lN, THE PRESSURE SHALL REMAIN !IN THE SYSTEM AT ALL TIMES, 4. TEN FT, SEPARATI!lN REQUIRED BETIIEEN PARALLEL IIATER , SANITARY SEilER LINES, 5, SADDLE IS REQUIRED FIJR ALL SERVICE CIJNNECTI!lNS TIJ 4' PVC MAINS. SADDLE IS REQUIRED F'!lR 2" SERVICE C!lNNECTl!lNS T!l 6' ..nol LARGER PVC MAINS, LARGEST SERVICE C!lNNECTIIJN T!l A 4' MAIN IS 1 112' ..nol LARGEST T!l ANY MAIN IS 2'. 6, MINIMUM DISTANCE BETIIEEN SERVICE TAPS T!l BE N!lT LESS THAN 36'. Th,.,...oIeol Ca,.po,...tlon Stop MUELLER H1500B 01" o.ppl"oveol equell \ (Telp Clt 45' Angle) So.c1dle 'F Requl,.ed See Note 5 ..,,- CUl"b Stop / MUELLER H14350 with Lock 'oIlng o.nd C!I~oMPreSSlon Inlet or elpprovecl equo.l ,J" IlI/WlII! '"'II' 'IF >> \ W..te,. Service Tubing D,.lscoplpe 5100 01" EndotlYel,.dley Blue Jet. SDR '3, 340B Polyethylene V I .,..... ~rfIIII CIII~'" "'.'K ~ NIl. GRAPHIC SCALE 20 0 ~-~ 10 J 20 , 40 I ( IN FEET ) 1 inch = 20 ft. UTILITY NOTES 1. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. UTILITIES HAVE BEEN OBTAINED FROM THE CITY OF CLEARWATER UTILITY ATLAS. 2. CONTRACTOR SHALL NOTIFY AND COORDINATE WATER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. 3. CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER SERVICE WITH CITY OF CLEARWATER PUBLIC WORKS DEPARTMENT. 4. CONTRACTOR TO COORDINATE INSTALLATION OF ELECTRICAL POWER SERVICE WITH LOCAL ELECTRIC COMPANY. 5. SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION OF OTHER EXISTING UTILITIES. 6. SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES. 7. INFORMATION DEPICTED REGARDING EXISTING UTILITIES IS APPROXIMA TE AND IS NOT FIELD VERIFIED. PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR WILL FIELD LOCATE & VERIFY EXISTING UTILITIES e.g. TYPE OF UTILITY. INVERT, CONDUIT MATERIAL ECT. AND CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES AND/OR CONFLICTS. 8. UNDERGROUND WATERMAINS SHALL BE INSTALLED, AND COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 9. THE EXISTING GAS METER MAY NEED TO BE RELOCATED AT OWNER'S EXPENSE. 10. FIRE SERVICE SHALL CONFORM TO THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION, NFPA 101, 2000 EDITION, NFPA 70, 1999 EDITION, & FLORIDA STATUE 633. 11. FIRE HYDRANTS SHALL HAVE CLEARANCES OF 7.5' IN FRONT AND SIDES AND 4' CLEARANCE ON THE REAR OF HYDRANTS TO BE MAINTAINED, PER NFPA 1, SEC. 3-5.6 12. FIRE DEPARTMENT CONNECTIONS SHALL BE IDENTIFIED BY A SIGN THAT STATES "NO PARKING, FIRE DEPARTMENT CONNECTION" AND SHALL BE IN ACCORDNACE WITH FDOT STANDARDS FOR INFORMATIONAL SIGNAGE AND BE MAINTAINED WITH A CLEARANCE OF 7.5' IN FRONT OF AND TO SIDES OF APPLIANCE. AS PER FLORIDA FIRE PREVENTION CODE, 2001 EDITION, MODIFICATION TO SECT. 3-5.6 OF NFPA 1. 13. ALL F.D.C. SHALL BE INSTALLED A MIN. OF 15 FT. FROM THE BLDG. AND ON PRIVATE PROPERTY. 14. SANITARY SEWER SYSTEM SHALL BE A PRIVATE SYSTEM MAINTAINED MAINTAINED BY PROPERTY OWNER. (SEE SHEET C-7.1 FOR DETAIL) 15. DUCTILE IRON PIPE SHALL BE INSTALLED BETWEEN ANY TAP AND WATER WATER METE AND/OR BACKFLOW PREVENTER. AT LEAST ONE JOINT OF DUCTILE IRON PIPE SHALL BE INSTALLED ON THE SERVICE SIDE OF ANY BACK FLOW PREVENTER. 16. THERE SHALL BE GATE VALVES INSTALLED ON BOTH SIDES OF BACKFLOW PREVENTERS. 17. ALL UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED. SHALL SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA-241. 18. ALL STORMWA TER RUNOFF WILL BE DIRECTED TOWARDS RETENTION POND. 19. CONTRACTOR SHALL REGRADE POND AND CLEANOUT ALL EXISTING STORM STRUCTURES ON-SITE. E E'VE t~AR 0 1 2005 PLANNiNG DEPARTMENl cnv OF ClEARWAJE.R TYPICAL FIRE HYDRANT SETTING TYPICAL HYDRANT SETTING n.t,s, .. ~ ~ L n,t,s, Mil... 15' - Mln, 4' B..ck aF Cy,.b 0" VEoIile of Pllve",ent -~ 18' Min. 24' Mo.K. Dlst..nce V..,.les Cannectlng Piece w/lnt..g,...lly 1r - FI,.e Hyol,...rrt Assel'lbly cast Mech, Jalnt Glo.nol an (Typ.) ane Enol-DJ. Rot..table M..c"""-.. Jalnt Gl..nol on !lth..r End. ---- I L..ngth V..,.l..s (See Nate 1) Vlllv.. ..nol Hyol,...nt Te.. w/D.I. Rotlltlllole M..ch, Jal~ . Gl..nol an Plllln End B,...nch, ~ - Me~'!:;l.;.;'lnt 0: :;; . '" I iu I I rMech, Jalnt V..lve ~ !lNLY APPR!lVED Kenneoly Gy..,.oIl..n No. K-8IA M...lle,. Cent...,.llln No. A-423 U.S. Pipe Met,.apaut..n "-Rest,.lllninil Joint CTyp,) CIlT OF CLEAIlV!'\,'I!!!t..flI!~11lA PUBLIC W~,...lIOM N!lTESI 1. IJn Hyolr..nts Req...,.lng R...na...t L..s1; Twa Jaln1;s M...s1; Be Res1;,...lneol Per DetlOll 4D3 (2 aF 2), "'- ....Ilte,. M..ln N!lTESI L S1;e"l'Ie,. Cannec1;lan 1;a F..ce S1;,.ee1;, 2. All Fire Hycl,...nts ta h..ve 5 114' Vlllve S....t, 3, FI.... Hyol.."",1;s Shllll 10.. Plllc,..oI ll10 S1;..",,1; Co,.n ..5 a,. In 1;he R.!l, Ii. AoIJ..cent 1;0 SloIe La1; UnItS 'w'heneve,. Possllol.., 4. See Shee1; 3 Fo.. Typlclll COl'ln..ctlons , FItting _ o :::0 ~- G) .....- Z )> I &: o I.L. Cl W ~ <( a.. w ~ a.. Qf'- >c.o ~f'- ~en en u~~ Zl--l~ 1--1> ~ - -~ ~ ~~~ I--:)rlo,~ ~\.-J<r: ~ lfl~ <r: O~ cYJ~ COU .... .. DISCONNECT EXIST SAN SEr&ICES AND RECONNECT WITH WYE AND CLEANOUT i'OPf~pPOSED 8 ~ GRAViTY. MAIN TO BE CQNST.RUCTED PRIOR TO ABANDONMENT OF SEWER LINE i .... ~ ..~ ...........1..0.0. MIN .".' ;ujl /LT.lf~ r- ~~.~.~ .. ... ....... .". 255 LF 8. SAN D.1. P .i<.!ifI --- Y:Jj 8li1l1 TO BE@ Cg~~T:6C~~ND----........ ..........1(. . rf:J "T~ PRIOR TO ABANDONMENT..?' ::'---~ /. OF SEWER LINE ............ ,.r ........ ( J/~ J;p;t.Ju ..- rlU 1:_1 fi . y - I ~ L .(..... / ~-- . , # SAN MH 2 ......-,..~ EL""'.S.59/. . / INV=0.54(S~~ .. _~ i INV=O.55(N) \ I==!'-i Iii? .., ,........ / ,., .."{ ..... ....... O 40 ... ...... \, '.' 7 ... "'~lLi ;i~ fr.""-~ .H. ... , -.;; ..... LL_I 59 ... ... /m'\, ~., ~ //.IY.\ I-I 25 W ..........~ ..' I-#- .. J-"- ....} ... S . L..1 .... ....3;: lLJ .2::'.. ~ 5~~:~1 ~/ 0_ \It.;l :::.;;! ............. ,qj;J B1! ~- l~fI' J:.1Ai~~:... ~... T/ n Co~ ~~. , "'/".~ iL ~ ..-:1 ~ ~ :'I?~\ 1/ .II \... ..... :~'.: ...j':~ ~ V;:" ~ H ~ Z <I:: u ~ H ~ ~ ~ ~ w ~ <( Z l- t) W J o ~ a.. - ~ ~ ~ ~ ~ ~ <r: ~ ~ Z U o F <( t) o ...J l- t) W J o ~ a.. NNN ~~~ ct:ct: j::!j::!en <(<(I- ~~z ~ct:W <(<(~ ww~ ...J...JO t)t)t) I..L.I.L.I- OO~ ~~a UUct: ct:ct:W wwa.. a.. a.. . > >>w wwct: ct:ct: vvll1 000 r.:r.:~ ~oo ~Nrri ~..-O ..-NI"1 O1:W>-Vl-o.Z(I) (.) C\J <. ;'....... m .......... ' ...., ...- ~".' c:> , <( .'~': 0;>,. N' ' ~.:-<::t t"'l"f ' . uJ 00 0::,2 :r: ,-< . ~ ;J:W ~. ~ DRAWN BY: CHECK BY: ORIGINAL DATE KZ 09.22.04 SHEET I.V "'ll5r' SEmNG CRIlSS- !IN """"". "'W' !IF' CIlT OF CLEARWATER FLORlIlA PUBLIC WWJsTiiATIOM I.V TYP1 AL H'tDRMlT D1/CII9 --.. SEmNG "'W' ID DotZ LD:IIII'D ft, 3tF4 C5 .-"" - Z ~ ~ ~ ~ ~ 1--1 ~ 1--1 ~ ~ w ~ <( Z I- W W :c (f) >- lD z o F a.. ct: t) en w Cl W I- <( Cl d z < 4. 00. . Z...J01: <<.w WW 8tn'~ ZOZ GWw -VI' ,(1).(1)0 VI, 0. W " (I) CO 01: w:::E'w ...Jwl- Z~ ::>wC o~~ :Jc< ~~g 1-01:01: 0.<0. Z~~ JCC E co N r:..: 10 o o N o .... CO :::E en ~ "C:! ..- ..- ..- I v o I <0 N ..., .-/ <:: o :.:; o 2 - '" <:: o ~ en <:: :;;: .... co a. oX C ;;: <:: co .2 .. a. ...~ .. i Q.; o E co iDZ E en ~ .5 ... ~ .. co .. .... ::;:) Cl ~ 1-1/2" I'(PES-III ASPHALTIC CONCRETE ......v- 8" CRUSHED CONCRETE ~~~.. (t~~ ~I~~ERIA~OO) ~y<<~~~~~~~-12" COMPACT STABILIZED SUBGRADE 7>\y~~>>>>~""-'/ Y.^ TO 98% MIN. MOD. PROCTOR VALUE /,;(00000~~00~ PER ASTM 0-1557 (LBR MIN. = 40) STANDARD DUTY PAVEMENT SECTION DETAIL NTS ~6. THICK CONCRETE 3000 PSI . ,," ,~ ". .:4, ... 4, " 4 . .d " 4, ... ,.,(1 CONCRETE DETAIL NTS r HANDICAPPED SIGN / SEE INDEX NO. 119 CONC. WALK RAMP DOWN CONC, WALK SEE INDEX NO. 109 . o I 0. Ii<' rni I! ~6- WIDE TRAFFIC 8WE 'I~..... !LV STRIPE (l'fPICAL) , · · .v If \_oOOHool V ; (f) i ~ it . \ L 6" STROKE ..",. I ~ rl.'R~CAL) I I · ~~ I 80. ~ I ~-~ .~I rJ ~ I; II 'lll'l Ii t~~ . .111 I "" 12'-0" 2" (l'fPICAL) -Hj 5'-0. I' . 17'-0- . NOTE: All pavement markings to be thermoplastic. ~ 6- WIDE TRAFFIC WHITE / STRIPE (l'fPICAL) -- HANDICAPPED STALL DETAIL CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINIS;TRATION ENGINEERING REV. DATE REDRAWN BY A,C. CHECKED BY M,Q. APP. DESIGNED BY M,G. TYPICAL SINGLIE HANDICAPPED STALL DATE 5/99 INDEX NO. 118 1 OF 2 DESCRIPTION 5/8' Mln, 4 Requireol PiC1k HI_Ole 7 1-1/4. 7 .. ..0 ....... " ....... ....... \ ~ ~ R W -1~ <v ODD J' '" ~ USANITARY?J D 0 D D 0 0 .o..S EWE R 0 D 0 D 0 0 Non Skiol Pattern Requireol RING - HALF PLAN .~ Requlreol ~ .. C\J ~ o OF L p...D 36. 1~23.~ . 21. Ma.chineol Surfa.c= I / N / L' /~ ~"" I\.. "" I ---, ... ...r" ,ru c:( ~ " 22-3/4. I~ 0 ~~! Ma.chineol Surfa.ce .. v " (Y) I .-t SOLID COVER l t ~ .. (J'I ~ o " " " " .. '" RING - SECTION MiniMUM W'eight 7' 232 lbs. 9. 278 lbs. SOLID COVER SECTION MiniMUM W'eight 128 lbs, NOTES 1. W'here roa.oIwa.y Ioa.se is 8* or thicker use 9. rin , a.ll other ca.ses 7" ring is perMissible. 2. Ma.nufa.cturers Moolel of storM ring a.nol cover t,j be a.pproveol by City Engineer, CITY OF CLEARWATER, FLORIDA ENGINEERING DEPARTMENT DATE 8/91 INDEX Nil, 301 REDRAWN BY Novo CHECKED BY V,J.S, APP. DESIGNED BY D.G,B. SANIT ARY SEVER MANHOLE COVEIR 1 9/25/96 I!ll!tl!oI Shl!l!ts 2 L "".J.S, REV. DATE DESCRIPTIIlN 1 1lF' 2 r CLeanout Plug V>o.V>o" ......V'.. r~ I u J.~ .w..... "_ .. ru " L I- 9 5/8' -I ~/////@ t 6. or 8.- 1/8 ....c P1 BendA! 10 5/8' ----1 9 7/s'----I1 t r// ~/j ... Concrete Pa.oI 4. Thick x 1'-6' Sq, ... Plug (See Note) .. v " (Y) (Y) ~ V/l V ~V h 11' 8' Sewer Main J 13 1/2. CLEANDUT DET AIL CLEANDUT PLUG DETAIL N.T.S, N.T,S. NOTEI Clea.nout plug to be U.S, F ounolry 7621 or equa.l. REV. DATE CITY OF CLEARVATER, FLORIDA ENGINEERING DEPARTMENT REDRA....N BY ST ANDARD DATE Ae 11/07/95 CHECKED BY CLEAN OUT INDEX Nil, ",J.S. (So.nlto.ry) 304 APP. APP!f.C.EJ. BY 1 1lF' 1 DESCRIPTlDN " '!<......f4. e~\. r}~rJ.'1' !\.o ~3' T r I N01E: Wings only' if ~ rJ.' .....j.,'II rans,t on Side SloDes Reaulre ~e; . '\< ~c.(\ .... . ,<0 i:f'S ~ ~~ ,..- .......- 1..\, ~~of' ~~ I A ~ A I Beck of Curb t . I' Non-slip surface require- n'r --J.. ments. see Note B. /1 ~ , II ~ \ Remove Curb if Existing Exist Cone Drive l Max Slope ~1" I ___1 /I t k' /~ ':' :":"':":':~:.:<~.;'.':t>J l':~:'':':';,~'-J.',;.<:>:1' "'- 1/2" E J' t ' f ~1/2" Exp. xp. oln 16" 12" 1 " L..----' Max Slope ~ t4" Joint B t o c o u Q) .0 fj :::E '\ Propertv / R.O. W. Line ~\ Conc. Sidewolk TYPICAL DRIVEWAY CROSS SECTION I PLAN VIEW E.o e 5 -u .!; ~ '0 :::E:::E a. . . 0 r<)NI- t '. r,'J r.. .. ~, .... .' . .' 1'.: .. ", :" ~ "'p.: ". . Back of Curb 3000 psi cone 4" thick. Constr. 6" thick at driveways with 6x6 #10 welded wire mesh. See note 7. Remove Bock of Curb on State or Vertical Curbs with a vertical Saw cut or Remove entire Curb and Replace as Part of Sidewalk Ramp. It 4' Min Residential Street l' City R/W 5' Min Arterial Street 2' County R/W 1/4" per Foot . Modified end Valley Gutter Curbs join exist back of curb /12" ~ Textured Surface 11"~ Max Slope ~ f.\'.:,.'~'. ~~!..,..". .,~,.,' ,..',..,~,.... ...".." .,",. :.~~~~:~ to en . '. . ~ 1/2" Expansion Joint even joint or sawcut I' :-:~:.:. ':: l?": ;', ': .:','~".:." :'.:', ,:,"'; - ',".:': SECTION A-A SECTION B-B NOTES: 1. Provide tooled joints at distances matching the width, Also place expansian joints at driveways. 2. If some physical obstruction exists which prevents the placing of sidewalks os shown, contact the Engineering Division for altemate location. 3. Wooden and other spacers will not be permitted in sidewalks or driveways. 4. Na coatings of any kind will be permitted on CDncrete sidewalks ar driveways without specific approval of the City Engineer. 5. All concrete shall be 3000 psi min. II) 28 days, with fiber mesh reinforcing, 6. Concrete surface to be light broom finish. 7. Concrete driveway construction shall be 6" thick w 6x6/10x1o welded wire mesh reinforcement. B. Ramps shall have a tactile surface, textured to a depth not exceeding 1/S" by use of tamp or roller in conformance with requirements of FOOT Roadway and Traffic Design Standards. Detail 304 ar most recent modifications. R.G. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING TYPICAL SIDEWALK CONSTRUCTION AND RAMP DETAIL 3 4/9/02 Rev. Notes 2 1/95 odded note 1 '1/93 modified curb cut REV. DATE DESCRIPTION REDRAWN BY J.C.J. CHECKED BY T.C.J. APP. DESIGNED BY C.M.H. JWR Dt,lE 1,93 INDEll NO. 109 1 OF 3 FDDT Type S-3 Asph, Conc. po. tch to be 2' Min. thickness or Mo. tch existing for thickness In excess If 2' pa.tCh71l - Replo.ce Bo.s+--l "~,,,.~~~, ~ 1/ I ~/////////// ..,.: ..:.,'. ':, :," .', '. , ~ ;-... ..: ~,,::~.. :'. ",.. ,', ..... "T;' /. .' '.',::' ,.:," "" . .... :. " . " .'. ." ..' .... ". ", .' . .. '. T +2' <8' Mln, COMpo.cteol Resurfo.ce full wlolth of street on longituolina.l / Ins"to.llQ "tlons l I f this point Is within 4' of a.n existing Joint, then /rePlQce to the Joint. 4' Min. Monolithic Slo.b 3,000 psi Fiber Mesh ~ncrete : '4'" '. .. . .'!'. .4T." .'" "I '. . . ;, . . d 4 , ~xlstlng Concrete t!l'r' Repla.ceMent Ioo.se Mo. terio.v sho.ll be o.pproveol Ioy the EnQlneer _ 6' 12' per City Article 22 --' Unollsturbeol Exist Bo.se ~ T=Thlckness of origlno.l Bo.se 'V' V Trench Vldth Va.ries JC ~ Undisturbed COMpo.cteol.,. ~~ ;SIOle BQckfl11 /"'U ,"6.''6.''6. V Trench WloIth Va.ries 12' 18' Min. 18' Mln, ~oIlsturbeol Trench SloIe 6'- Trench COMpo.cteol.,. ~ Ba.ckfill ./ ~ / ~ T=6' until V exceeols 6', then T=8' ASPHALT STREET AND DRIVEWAY REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION CONCRETE REPLACEMENT REQUIRED FOR UTILITY CONSTRUCTION 1 4/4/2002 REV. DATE Rev. Notes; RemoYll Shsel 2 of 2 DESCRIPTION CITY or CLEARWATER, rLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING STREET AND DRIVEV A Y REPLACEMENT FOR CONCRETE ~ ASPHALTIC CONCRETE SURFACES REDRAWN BY Novo CHECKED BY G.LB. APP. DESIGNED BY C.M.H. DAlE 7192 INDEX NO. 104 1 OF 1 G.LB. \'t ~\(\ ~ , ~\r>-' '31 tlc \z ~(\ \,'t v..,(\ o ~ ~\o.' bt '31 \z y..\(\ NOTEI Concrete to be 3,000 psi, with fiber Mesh reinforcing. 3' I ~ :Ba.ck of Curb ~~ ~t _Construc:tion SYMMetrica.l /~~I About Drlvewa.>t... C I\.^^^~ "'" -+ \A\AI\\/ \t,A n ~f1l\\1 \V\JiI\ .'T. :':."':' 4' 'I 'I i. ..,,,.',.:..,,.':: .~::::::,:::.~:::::::::;. '.'1 k'. ::::::::::)::::::) . .' ~ . '.' ~, I I ." ~ .'. ~ . ,., ..'. .... ..: :...1 '. . 'ill-III .~,'..I I~ ,~.:. -III~I I I ""-a"X2'-6- CONCRETE MASS. == ' '" I k'" - FINISH TOP OF MASS LEVEL _111__ .,'.1 I.,' 11- '" WITH A SLIGHT RAISED WASH .:L'I 1- APPROXIMATELY 1/2" ABOVE - . ., ..1 I. ~ ":...--1 ~ LEVEL OF TURF/SOD. W",114., ',f, L-I '. . .f . . . '" , . . '.',0 ,'. ' -{ S- 1- HANDICAPPED SIGN DETAIL -1 I 1- 2-1/2' Mini .. C\J " ...... I ...... . C\J ~ . I lt1 ---1 , ~:J #3 Ba.r Typlco.l L 7-3/4' TYPE A - 1. Drop a.t All Drives .. '<;t " ....... r W'ea.ring Surfa.ce xxxx 3/4.R G~ L, ~ .); ><<~::::;::: ::~'::::~:J::4: (J'I v,/"..,.. '1" ..',',. .. ," :.,::.::.::,:: ~ .::.::"::.:::.::. '" Ba.se y ~ ~%':4:::::P:::::.a ,,:::::~:::<l':::~':: //'o!/ .'.",.',' .,',' .,',. ,"..'..' _ ~r 6' .'1' ,. .' "12~ " . ,. ,. . .' '''12' .' .' , ,. " " /'\J' .' I .' .',.,...' .' ;. I, COMpa.cteol. ~" ,. .' ,....'.., ,'S'ulogra.oI~ /" /~//YaY~~<<~~",~*" '~7~>0^ NOTES: VALLEY GUTTER CURB 1. There sha.ll be a. 1/2. sea.l joint between Ioa.ck of curb a.nol oIr'lvewa.y. 2. Concrete in curbs sholl be 3000 psi, with fiber Mesh reinforcing. .. lJ) ^x X .l' ^^/A ^ Fa.ce oJ Curb .. C\J " ....... W'ea.ring Surfa.ce 31 TRANSITION DRIVES AT WHITE BORDER &: SYMBOL BLUE BACKGROUND 1 "-0" t .:~; . PARKING BY DISABLED PERMIT ONLY BLACK BORDER &: LmERS WHITE BACKGROUND <0 . BLACK BORDER &: LmERS WHITE BACKGROUND $255 FINE F.s. 318.14 Cl . ALL LmERS ,. SERIES "C. z '-!. ;";1 Vl 0 . I ..... 1 -1 / ~ 1- 2' Mln . C\J " ...... I C\J . ru " ...... I lt1 , 7-1/2' -l ::::-T TYPE C #3 BClr Typlco.l ~r-- :>c.o ~r-- ~C7:) C7:) u~~ Z~~ t---l:> ~ .. .. ~ ~ ~~~ t--:l 7' I-o! E--1 ~'-I~ ,~ r.n~ ~ O~ C7:)~ c.oU L . CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING , REV. 4/9/D2 REDRAWN BY Novo CHECKED BY G.L.B, APP. DE~~N~~ BY WHEEL STOPS REINFORCED CONCRETE DATE 7192 INDEX NO. 117 1 OF 1 Rev. Notes R.G. DAlE DESCRIPTION .--- 4. Drop a. t All Drives 2.R ~ o lL. o W ~ <( 0.. W ~ 0.. .. ru .-t .. 6' 2. ru I I __ " V_ r 3'R ~ 'I '. '\/ "..... ~~":~'::<l:, ....... I~ 1 ~/'1>~i... :0,.+" I % :,:,:::':':~,:::':"::~:::'~:3/,4.R~' ~, " '" '" .}' , 'A' . ' , , 'r;;.' . . ' , , , . ' , . ' , :'" ' , ,~' , , . '''\' , ~/Y //Y' / ' "'! ' . : . . . : ' , : ' .q, , : ' ' : ,1'- : : .<,1 : ' , : ' . : )\, , ~ '.' ',':' ,,", .,,': '.' .,. ...,"".. .- ~ .6~ , , . 24' . I C I, . . t 01 I ' . OMpa.C e )\:, . , , . , , , . , , , . , , . . $ubg'rciole ~~~<<;(<<;(~~<<t~~~. ~~ '~~~~0 r W'ea.ring Surfa.ce xxXX Ba.se NOT E: W'hen useol on high siole of roa.oIwa.ys, the cross slope of the gutter sha.ll Ma. tch the cross slope of the a.oIja.cent pa.veMent a.nd the thickness of the lip sha.ll be 6', unless otherwise shown on pla.ns. ~ ~ ~ H ~ Z < U I---l H ~ ~ .. ~ ~ E--1 ~ ~ ~ ~ ~ ~ z U o F <( u o -l I- U W J o ~ 0.. TYPE I CURB NOTES: 1. There sha.ll be a. 1/2' sea.l joint between ba.ck of curb a.nol oIrivewa.y. 2, Concrete in curbs shall be 3000 psi, with fiber Mesh reinforcing. W :::E <( Z I- U W J o ~ 0.. CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 1 REV. 4/9/02 DATE REDRAWN BY Novo CHECKED 8Y V,J.S, APP. DESIGNED BY C.M.H, DATE 2/91 INDEX NO. 101 1 OF 2 N ~ Rev. Note. R.G. TYPICAL CURB CROSS SECTIONS DESCRIPTION STANDARD PRE-PAINTED DISABLED PARKING SIGN ON , /8. THICK SHEET ALUMINUM ~ ~ <( 3= ~ <( W -l U lL. o ~ u ~ W 0.. ;> W a:::: V o r..: o ;0 - G) - Z J;> r- --: ..- ..- a::w>-Vl-OZVl - 2- HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE m I E.,..~. 1.\'. .E...,~~ E. I (.). <( :>-. <( N , UJ :I: '1- ~, ~ CO ...-:j- o z UJ . CL Mp\R 0 1 2005 PlANNING DEPAR1'MENT cnv OF CLEARWATER CITY or CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING DRAWN BY: CHECK BY: ORIGINAL DATE: 12/99 REDRAWN BY A,C. M,G. CHECKED BY M,Q. APP. DESIGNED BY M.G. DATE 5/99 INDEll NO. 119 1 OF 1 C6 SHEET TYPICAL HANDICAPPED SIGN DETAIL Updated Fin s REV. DATE DESCRIPTION r.n ~ ~ ~ E--1 ~ ~ ~ ~ ~ ~ Z ~ c.J W :::E <( Z I- W W I [/) >- In z o F 0.. ~ U [/) W o W I- <( o o z <( l.L. 00 . z~a:: <!:.~l:::l OVl:!: W,l:) zaz , Qcn ~,LtI. lilci Vl ar~ Vl~w ~wl- z,!Q ::>Wl:) oF~ :Jl:)<( ~:!:O 1-~1i2 owO zCO~ JCC KZ 09.22.04 c Cl .!.! W a.. ,./ ..~ .. c:: .. ~ ~ Cl uZ E CJ' ~ C ... '30 II C .. ... ::::::l Cl - - bi..1:iid. ... E Cl N r' I lC) o ~ - o ... Cl :::E CJ' ;a ~ - - 'I V o I cD N ::;. c o ~ 2 - en c o ~ CJ' C ~ Cl a.. ..>If. C 3= GRAPHIC SCALE ~ 10 I 20 I 40 I ~ ~~ ~~ L... ~~ ~~ ~~ ~ ( IN FEET ) 1 inch = 20 ft. ~ t TILlED AND LDOSENED NAllVE SOIL BACI<F1Ll. ROOTBALl. FERllUZER TABLETS AS SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE ANO BOTTOM OF ROOT MAss. TREE NUMBER SIZE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 12 1 1 12 10 10 10 12 12 10 8 10 12 18 12 10 12 10 10 10 10 10 10 8 12 12 12 12 10 12 12 12 12 SYMBOL ~SP %I~~~ I'::::::::::::::::::::::::::::::::::::::::::::::::::::::1 ~ ~i ~ ~ PALM PLANTING DETAIL N.T.S. lRUNK SHALL BE SlRAlGHT AND WITHOUT CURIIES, FREE OF SCARS, BURNt.41\RKS AND BOOTS 5 LA 'lERS OF BURLAP, 5 - 2.x....x1S. WOODEN BATlENS, CONNEClro WITH 2-3/.... S1EEI. BANDS. ~~rlOWO~f~~CE. (~llisMIN.) (3) 2.x....x3S. WOODEN STAKES 8" SOIL SAUCER AROUND PLANTING HOIL 3. MULCH LAYER EXISTING UNDISTURBED SOIL TYPE CITY OF CLEARWATER SCALE (1 - 6) REMOVAL PALM 3.5 PALM PALM 3.0 3.5 PALM PALM 3.0 3.5 PALM PALM 3.0 3.5 PALM PALM PALM PALM 3.0 3.0 3.0 3.0 PALM PALM PALM PALM PALM 3.5 3.5 3.5 3.5 3.0 PALM PALM PALM 4.0 3.0 3.0 PALM PALM PALM PALM PALM PALM PALM 3.5 3.0 3.5 3.0 3.5 3.0 3.5 PALM PALM PALM PALM PALM PALM 3.0 3.5 3.5 3.5 3.5 3.5 TOTAL 25 NO 310 IV 40 25 11 12 10 10 10 12 12 10 8 12 18 12 10 12 12 10 10 10 10 10 10 8 12 12 12 12 275 DESCRIPTION SABEL PALM SABEL PALMETTO 1 0' -1 2' CT NERIUM OLEANDER "PETITE SALMON" DWARF OLEANDOR 3 GAL (2' HEIGHT) 3' O.C. SCHILLINGS HOLLY ILEX VOMITORIA 3 GAL (2' HEIGHT) 3' O.C. INDIA HAWTHORN RAPHIOLEPIS INDICA 3 GAL 2.5' O.C. GENERAL LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. 2. All recommended trees and plant materials will be graded as Nursery Grade No. 1 or better as outlined by the Florida Department of Agriculture and Consumer Services, Division of Plant Industry "Grades and Standards for Nursery Plants", 7th Edition, 1998 as revised from time to time. 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with note # 5. 5. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well-decomposed sawdust, leaf mold and top soil. It shall provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. 6. All planting areas shall receive a 3" layer of cypress mulch, which is to be watered-in after installation. 7. The plant material schedule is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan shall prevail. 8. Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. 9. The Landscape Contractor shall be responsible for examining fully both the site and the bid documents. Discrepancies in the documents or the actual site conditions shall be reported to the Landscape Architect in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. 10. The Landscape Contractor shall be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications. 11. Plant material shall be bid as specified unless unavailable, at which time the Landscape Architect will be notified by in writing of intended changes. 12. Any and all questions concerning the plan set and/or specifications shall be directed to the Landscape Architect at (727) 793-9888 13. There shall be no additions, deletions or substitutions without the written approval of the owner. 14. The Landscape Contractor shall guarantee, in writing, plant survivability for a period of twelve (12) months from final acceptance by the owner. 15. All dimensions to be field-.checked by the Landscape Contractor prior to landscape material installation. Discrepancies shall be reported immediately to the owner. 16. All materials must be as specified on the landscape plan. If materials or labor do not adhere to specifications, they will be rejected by the City Project Manager with proper installation carried out by Landscape Contractor at no additional cost. 17. All permits necessary are to be provided by the installing contractor unless otherwise specifically stated in the specifications. 18. No contractor identification signs shall be permitted on the project, except for the project information signs. 19. Existing sod shall be removed as necessary to accomodate new plantings. 20. Any existing areas that are disturbed during the landscape installation shall be resodded with St. Augustine "Floritam". 21. The Landscape Contractor will be responsible for the collection, removal, and proper disposal of any and all debris generated during the installation of this project. 22. All areas disturbed within right of way' shall be sodded. 23. All landscaping within right-of-way will require a separate R-O-W permit.ill be responsible for the collection, removal, and proper disposal of any and all debris. IRRIGATION NOTES 1. A low volume irrigation system, that provides 100% coverage to all proposed plantings, will be designed and installed by the Contractor. 2. The proposed Irrigation System must meet or exceed all applicable City code requirements. (i.e., Back Flow/ Prevention, Automatic Rain Shutoff Device, etc...) 3. Irrigation system must be insipected and accepted by Lcndscape Architect prior to installation of mulch. Irrigation must meet city code section 3-1203.C to provide 100% coverage, and include a rain sensor and timer. 4. Irrigation as-built drawings, which accurately and clearly identify all modifications &/or substitutions, must be :submitted prior to final inspection and acceptance. 5. The Landscape Contractor must coordinate the placement and power supply for the irrigation control timer with the General Contractor. 6. The following irrigation systenn components will be utiliz,:,d, per each manufacturers' specifications. Toro-Netafim TechLine Sedf Cleaning, Pressure-Compensating Emitter Line HARDIE - Raindial 6 Station Outdoor Control Timer Richdale - 214APR 1" Ellectric Valve Amtec - 10" Round Valve Box. LEG EN D 1.b,9 "I- EXISTING GRADE ... fJ "t. TREE TO BE REMOVED 14 SPREAD 0) TREE IDENTIFICATION NUMBER HEIGHT MULCH 3" FROM STEMS 3" MULCH LAYER FERTIUZER TABLETS AS . SPECIFIED. PLACE UNIFORMLY AROUND ROOT MASS BETWEEN MIDDLE AND BOTTOM OF ROOT MASS ; PREPARED PLANTING SOIL EXISTING UNDISTURBED SOIL 3 TO 5 TIMES WIDTH aF RDDTBALL SHRUB & GROUNDCOVER PLANTING DETAIL N.T.S. c, ct q,"'{" C? C;. O' ALL SHRUBS/GROUNDCOVER TO BE lRlANGULAR SPACING. SEE PLANT LIST FOR (a.c.) SPACING. 1= ~I E i;~ l: ,,~ 18" MIN. SETBACK FOR SHRUBS &: GROUNDCOVERS D.C. SPACING BACK OF CURBI BED LINE PLANT SPACING DETAIL (SECTION) N.T.S. o ;0 -- GJ --- Z :t> r 0:: o I.J.. o W 0:: <( a.. W 0:: a.. w ~ <( Z l- t) W ""'J o 0:: a.. NNN ~~~ 0::0:: l=!l=!~ <(<(.- ~~~ o::o::~ <(<(~ WWo BBU I.J..I.J..I- OO~ ~~a BBo:: o::o::w wwo.. a.. a.. . > >>~ WW"'" 0::0:: '<tvU1 000 ""....: .-00 "":c."jrr> -_0 .-c-.ll"') DRA WN BY: CHECK BY: ORIGINAL DATE SHEET Q['- >CO ~['- ~CV') CV') U~~ Zl-l~ 1-1> ~ "' ~~~ ~~~ ~CJ<r: ;s: r:n~ ~ OI:J:::l CV')~ COU ~ ~ ~ ~ ~ Z < U I-t ~ ~ ~ ~ I:J:::l ~ <r: ;s: ~ ~ I:J:::l ~ U MAH 0 1 2005 PLANNING DEPARfMENl elTV OF CLEARWATER z o F <( U o .....J l- t) W ""'J o 0:: a.. O::W>-1Il-0ZIIl '",., ~, ~ \ --- \ '-'~ L7 Z <r: ~ ~ I:J:::l ~ <r: u r:n Q Z ~ ~ w ~ <( Z I- W W I (J) >- CD z o F 0.. 0:: U (J) w o W I- <( o d z <( IJ.. cO. 'Z....lO:: '<(~ttl Olll~ 'W". l:l 2!C)Z l:l'W W qi~o 'Ow ~l!l0:: ~i31:!:! Z .tIl ::lwt;5 :I: lj,), cl-'o:: ::Jl:l<( ~~c t-~1i2 owO Zl!lii JCC ARC~ITECT SPi..;-~CER AND A~SOCIATES ARCHITECTURE, INC. 1215 SOUTH MYRTLE AVENUE CLEARWATER, FLORIDA 33756 (727) 449-2724 (727) 442-7192 fx CIVIL ENGINEER KEITH ZAYAC & ASSOCIATES, INC. 701 ENTERPRISE ROAD E. , SUITE 404 SAFETY HARBOR, FLORIDA 34695 (727) 793-9888 (727) 793-9855 fx 483 CLEAR ANDALA Y A VENUE A TER BEACH, FLORIDA / " DRAWING LIST LOCATION MAP CO[)E INFORMATION PEF~MITING OFFICE City of Clearwater Development Services 100 South Myrtle Avenue - 2nd Floor Clearwater, Florida 33758 (727) 5(32-4595 (727) 562-4576 fx AD()PTED ENFORCED CODES 2001 FLORIDA BUILDING CODE - BUILDING 2001 FLORIDA BUILDING CODE - MECHANICAL 2001 FL.ORIDA BUILDING CODE - PLUMBING 2001 NATIONAL ELECTRIC CODE 2001 FLORIDA BUILDING CODE - ACCESSIBILITY 2001 FL.ORIDA BUILlDNG CODE - ENERGY 2001 EDITION, STANDARD HOUSING CODE BUILDING DATA: SHEET LATEST REVISION NO. DATE DESCRIPTION ISSUE DATE -ell J~~=~ovjRsi-JEET~-~==~~=---=-~=-__:====__= -I JAN. 11,2005 I ! I j , -..,--,.. ---r"--- ..__,________'m" , -..--.-'--'-----..'---.-----------------r----- P1 : PRELIMINARY FLOOR PLAN : JAN. 11, 2005 -...--...---..------;------ ~--.--_._--._~-----_.-----.-----------------.----~_r_- ,~~____.~,__!'-~ELI.t_v1IN~ FLOqR PLA!'J__________ i JAN. 1!, 2005 - ::--f;::~~~~~:~-~~~;: :~- --~-~~--=-=~-=~-=t::::: ~~ ----.------ =-~6-=_j---~LIO=~T.~';ls-- _.. ..____.. ______...__ ! JAN. 11, 2005 ___A. 1~1__+..-GROLJN[)LEVEL P_~'__'.' _______'___.. ___u__"_.""- ____.. .._i_J_~1, 2OOE_ ___ ____~!.?_ __,S~gQ~D LEVEL P~_________,_ __..___ ___, _.1 JAN. 11, 2005 i __ A 1:~_t---,-!..H!..~g,L!=~~L-PLAr:'!..--------------l ~AN. 11~905 A 1.4' FOURTH !_EVEL PLAN ; JAN. 11, 2005 I 1------,--------.----- ---+.--------1 1-------- 'I-'-'- - ,----,..,-,--,-, -..---'-----'-,--'-'-'+----------,,- ,_..)__u_ -, __u_,__ I I =~_~_-=~'-J,=~_~~=.~_,'.:___. .~:~:_='n-_~:'~~~-_~=~_=~,,:',:=~'_~~'=-_:__:-'=,_'__'_=~~..] ='~.~~_:~__',-_:-,:!:_~-I_~_~=~~=' GENERAL DESCRIPTION NEW CONSTRUCTION OF AN 28 UNIT CONDOMINIUM BUILDING WITH 3 STORIES OF UNITS OVER 4 STORY OF PARKING BU1LC1NG CONSTRUCTION: FiRE F,.TINGS RESIDENTIAL TYPE IV, UNPROTECTED, SPRINKLERED TENANT SEPARATION PARTITIONS AND FLOOR CEILING ASSEMBLIES ARE I HOUR RATED ocel IF' i-J ~CY NORTH '- ~ E' EIVE JAN 1 2 2005 pLANNiNG DEPARTMENT cnv OF CLEARWATER or~\G\N~J- I' "'" Revisions Date By '-.. ~ u c E - 0 ~ 0 ,t=. ::J 0) ~~ ..... U c: <l> NL.. 8 c: <o(j)~ :t::: c: Q)1.Ot::c N ..c C\1 d U > ""' I Q) .= s- a.. <(MNo. ~ ~ Q)M~@ -co~ :1:: (/) 't::"O,,",CI) ~ <l> ~'i:: N"--' ..... ~O,,",CI) rIl CO .Sl ,t=.u.. E co .- '8 u +oJ 0 Q) ::J "-~ J: 0 gs (/) L... oQ)()o <( (/) ::J (/)coo::-c -g ~ ..... 1.O~<(e co () ... "0 Q) N co I co ~ ..... -r-Q)cn(j) ~ c ..c: -~o ()~c: C/J CO () @ L... t:::;Q) s- <t: NO. Q) ""'C/? u ~ C <l> a. U) O >- ~ ~ - ~~<(CI)~:Jcri I- u..I-CI)ZI-~W ~ 0 -zOJ:ZO () t)~:5~1-~8 - woc.():5:W" LL cc~@u:>-ffiz i= w:5: J:() ([<(0 J:O()W~()...J 0::: I- Z <( C. 0 ...J :J w O~~CI)()&cc () I- <( <( <( <( ci W o Zco WO c.I"- CI)"t .... .0 "'0 zo We( J:<( 0.. W .... 00 ';-"_. - ~ o - 0:: o ....J UJLL :::> - ~mG ....J>~ <( 4: ~. $~O:: z~~ <( 0-<( ()zs _~o:: ....J...::::~ LUMW co....J Q...q() I- UJ UJ I U), 0:: W > o () / , Drawn COB Check SJS Date JAN 11,2005 Scale AS NOTED \. Job No ~ Sheet: C1.1 WA TERSIDE BALCONY 10'x30' 3 40.68 SlIDERS MASTER 13'7'W,xlS'9' BEDROOM 11'!l"W.x14' OPEN DECK 17'-8'x3O' OPEN DECK 17' -8'x30' OPEN DECK 17'-8'x30' -------- llNEOFBALCONY ABOVE - TYP. OPEN DECK 17'-8'x30' OPEN DECK 17'-8")(30' OPEN DECK 17'-8'x30' OPEN DECK 17'-8'x3O' OPEN DECK 17'-8'x3O' 6'H. WALL AT DECK LEVEL ONL Y- TYP. -------- TiNE OF BALCONY ABOVE - TYP-:- -------- OPEN DECK 17'-8"x3O' WATERSIDE BALCONY 10'x3O' WATERSIDE BALCONY 10'x3O' WATERSIDE BALCONY 10'x3O' WA TERSIDE BALCONY 10'x3O' WA TERSID:: BALCONY 10'x3Q' WA TERSIDE BALCONY 10'x30' WA TERSIDE BALCONY 10'x3O' WA TERSIDE BALCONY 10'x3O' WA TERSIDE BALCONY 10'x3O' (3) 4' x68 SlIDERS (3 40.68 SlIDERS (3 40 ><68 SlIDERS (3) 4'0 ><68 SlIDERS (3) 4'0 x68 SlIDERS (3 40 x6 8 SlIDERS (3 40 x68 SLIDERS (3) 4'0 x6 SlIDERS (3) 4'0 ><68 SLIDERS (3 4 x6 8 SlIDERS (3 4 x6 SUDERS (3) 4'0 x6 8 SUDERS (3) 4' x6~ SlIDERS (3 40.68 SLIDERS (3 40 x68 SlIDERS I GREA T ROOM GREA T ROOM MASTER MASTER GREA T ROOM GREA T ROOM MASTER MASTER GREA T ROOM GREA T ROOM MASTER MASTER GREA T ROOM GREA T ROOM MASTER ~ 14'10'W.xZ3'10" 14'1 0'W.xZ3'l 0" 13'7"W.x1S'9' 13'7"W.x1S'9' 14'10"W.x23'10" 14'10'W.x23'10' 13'7'W..1S'9' 13'7"W.x1S'9" 14'10'W.x23'10' 14'10'W.x23'lO' 13'7'W.x1S'9' 13'7"W,xlS'9' 14'10"W.x23'10" 14'10"W.x23'10' 13'7"W.x1S'9' z '" ~ 3 40 x68 SlIDERS (3 4 x6 8 SlIDERS (3 4.6 SlIDERS (3) 4'0 x68 SlIDERS GREAT ROOM 14'1 0'W.x23'1 O' GREA T ROOM 14'10'W.x23'10" MASTER 13'7"W.xlS'9' MASTER 13'7"W.xlS'9' ..J :;i ..J :;i :;i ..J ..J :;i ..J " " " ..J " ~ 6 z ~ 6 z ~ 6 z ~ ~ z " " 6 0 0 z'" 0 0 6 ~ z ~ F ~ F F F F 0 ~ <(.X l3 <(.X Q. <(_x 13 Q. ~ <(.;.X 13 F ~ ~'" 0 ....J'" 0 ....J'" 13 <(.X ....J'" ....J'" !!2 !!2 (f) (f) (f) (f) KI TCHEN KITCHEN KITCHEN KITCHEN KITCHEN KITCHEN 4'10"Wx16'1' 4'10'Wx16'1' 4'10"Wx16'1' 14'10'Wx16'1 4'10'Wx16'1' 4'10'Wx16'1' BEDROOM 11'0"Wx14' BEDROOM 11'O"Wx14' BEDROOM 11'8"W.x14' BEDhOOt. 11'8'11I'."'4' BEDROOM 11'O"Wx14' BEDROOM 11'0'Wx14' BEDROOM l1'8'W.x14' BEDROOM 11'S'W.x14' BEDROOM 11'0'Wx14' PR,Z'10" ~ BEDROOM ' 11'0'Wx14' PR.2'10' x6'S' BEDH,)OM 11'O"\}x14' BEDROOM l1'0"Wx14' BEDROOM 11'B"W.x14' BEDROOM 11'8"W.x14' BEDROOM 11'O"Wx14' BEDROOM 11'O'Wx14' BEDROOM 11'S"W.x14' BEDROOM 11'8"W.x14' .,-~;~: o I a FRONT BALCONY 10'x30' FRONT BALCONY 10"x30' FRONT BALCONY 10'x30' FRONT BALCONY 10'x30' FRONT 8kL:~ONY 10'x30' FRONT BALCONY 10'x30' FRONT BALCONY 10'x3O' FRONT BALCONY lO'x3O' FRONT BALCONY 10'x30' I!! <:! I!! << " I!! <( " I!! " " ~ I!! " " I!! <( " I!! " " ~ ex) I L.() --1-1~OF ~LCONY .-&lOVE - TYP -------- ------- ~IN..L9F ~LCONY ..A!20VE - T~ ----------------------- ---------- ~ 00,", r-+== a I 1--- BREEZEWA Y STAIR FULLY ENCLOEO STAIR FULLY ENCLOED ~~ ~ r o I ELEVATORS NORTH 1 ST LIVING LE\/EL SCALE = 3/32" = 1'-0" "' BEDROOM 11'8'W.x14' ;;l >- z V> o 3: PERGOLA FRONT BALCONY 10'x30' I \ I I ______J I!! <:! r)\(~\f\l ~\ Or\ \J\\'~I ,;,~. I..,.'r*(/.~, ,-,' .....,..,. "''''''rI1:'..i!''S;l' '~,<?,~::er I, \ I.l:-" i~' ,iff' ~.-.~I I iI11li"!?",'lI~ JAN 1 2 2005 ~lANNING DEPARTMENr CITY OF CLEAf?WATER /' B~ Revisions Date Ir<ev I-'er J4.07.04 COB Bldn Dent Ir<ev I-'er J4.12.04 COB Bldn Dent REV PER CLIENT 06.16.04 COB REV PER CLIENT 07.21.04 COB REV PER CLlEN! 08.19.04 COB '- ~ & & & & & . () c: E ~ 0 <.> :J ..e ~ ~~ () Q) Q) C\I'- ~ :t::: I:: COa>~ 0 I:: N ..c: I:: (l)LO~1:: tS () ro >1'-";-(1) .E ~ <(MC\lo. l!1 <( a. (l)Moq-@ :::l t) (j) -ro~ Q) ~'UI'-CJ) C\I ... .c Q) >-'C C\I '--' 0) e C\I ~ ~Ol'-CJ) (t) <( CO 0 rn ..eLL. E8 .Sl -- ,m () "5":IO~ (J 0 ~ ~ (j) QQ)()<.> ~ ::J (j)ro~..c (j) t5 '0 LO~<(e l: <( III ~ ~ ro I CO ... C\I(1)a>.... ~ '"C ..e l: ~ -oq-(I) Q) c e ()oq-<'> 0. CI) CO <( ........1:: 0 1'-(1) ~ NO. Q) 1'-00 () ~ C Q) 0- 00 <t <r n::~ w Uro zo wI'-- o....-.j' (/)0 .0 }n:: z<t w I 0.. W r- (/) ~ ......J <( S z <( () ......- .......J UJ CL <( o - 0::: o ....J LULL ::Jft ZI wO ><( <(W >-a:l <(0::: .....JW <(I- ~~ <CO::: 2<( (Y')W co....J ~() z <( ....J a.. 0::: o o ....J LL & <( z - ~ ....J W 0::: a. r Drawn CDB/RPR "'" Check SJS Date ISSUE DATE Scale AS NOTED " Job No .J Sheet: (3) 4-'0 x6 OPEN DECK BELOW- TYP. LINE Of BALCONY ABOVE- TYP. 42" HIGH GUARDRAIL- TYP. WA TERSIDE BALCONY 10'x30' WATERSIDE BALCONY 10'x30' WA TERSIDE BALCONY 10'x30' WA TERSIDE BALCONY 10'x30' WA TERSIDE BALCONY 10'x30' WA TERSIDE BALCONY 10'x30' WA TERSIDE BALCONY 10'x30' WATERSIDE BALCONY 10'x30' WA TERSIDE BALCONY 10'x30' WA TERSIDE BALCONY 10'x30' DERS MASTER 13'7"W.xlS'9' BEDROOM 11'8'W.x14-' (3) 4-'0 x68 DERS (3) 40 x 8 SLIDERS (3 4 x6 8 SLIDERS (3) 4-'0 x6 SliD S (3) 4'0 x6 8 SLIDERS o x6 SLIDERS (3) 4-'0 x68 U RS (3) 4'0 x6 8 SUDERS (3) 4-'0 x68 DERS (3 4 0 x6 SLIDERS (3 40 x68 SLIDERS (3) 4'0 x6 (3 4- x68 SUDERS (3) 4'0 x6 8 IDERS (3) 40 IDERS (3 4- 0 x68 SLIDERS (3) 4'0 x 8 DERS SUDERS GREAT ROOM 14'10"W.x23'10' GREAT ROOM 14'1 0"W.x23'l O' MASTER 13'7'W.xlS'9' MASTER 13'7'W.xlS'9' GREAT ROOM 14-'10'W.x23'10' GREAT ROOM 14'10"W.x23'10' MASTER 13'7"W.xlS'9' MASTER 13'7'W.xlS'9' GREA T ROOM 14-'10"W.x23'10' GREA T ROOM 14-'10'W,x23'10' MASTER 13'7"W,xlS'9' MASTER 13'7'W.xlS'9' GREAT ROOM 14'10"W,x23'10' GREA T ROOM 14'10"W.x23'10" GREAT ROOM 14'1 0'W.x23'l O' MASTER 13'7'W.xlS'9' MASTER 13'7'W.xlS'9' GREAT ROOM 14-'1 0"W.x23'1 O' -' -' :;i, :;i, -' -' -' :;i, <( <( <( <( <( [) (J z z [) ~ 6 z ~ 6 z [) ~ z 6 0 0 0 0 0 ~ ~ F l- F ~ F ~ ~ b5 <(.x b5 <(.x & e; <(.x ~ .~ <(.x 0 ...Jtf> 0 ...Jtf> ...J'" tf>...J ...Jtf> !::2 !::2 !::2 !::2 If) !::2 !::2 KITCHEN KITCHEN KITCHEN KITCHEN KITCHEN 4-'10'Wx16'1' 14'10'Wx16'1 4'10'WxI6',' 4'10'Wx16'1' 4-'10'Wx16',' &~~~I ~~C~~~_I . . '-r \ W : I I ~o. ~R....~~"l ....2:, a~;''I'~ .~ 0"-", Ln_l (.) ~'_.~I!i if) jf,1~'1 ~ITCHEt}~ H"0'Wx16"~ I - f~-;'JJI -,,- .\ '.-.- ./ I- I- ..: ..: w w <n <n ~o.., ~;;; !::2 KITCHEN 4'10"WxI6'1' :;i, 6 ~ o PR.2'10' x6'S" BEDROOM 11'O"Wx14' BEDROOM BEDROOM 11'0'Wx14' 11'8'W.x14' BEDROOM 11'8"W.xI4' BEDROOM 11'0'Wx14' !BEDROOM 11'O'Wx14' BEDROOM 11'8"W.xI4' BEDROOM '1'8"W.x14' BEDROOM 11'O'Wx14' BEDROOM 11'O"Wx14' BEDROOM 11'8'W.x14' BEDROOM ,,'O'WxI4' BEDROOM 11'O'Wx14' BEDROOM 1,'O'Wx14' BEDROOM 11'8'W.x14' BEDROOM II'S'W.xI4' BEDROOM 1,'8'W.x14' BEDROOM 11'O"Wx14' FRONT BALCONY '0'.30' FRONT BALCONY 10'.30' FRONT BALCONY 10'.30' FRONT BALCONY 10'x30' FRONT BALCONY 10'x30' FRONT BALCONY 10'.30' FRONT BALCONY 10'x30' FRONT BALCONY 10'x30' FRONT BALCONY 10'x30' I!! ~ ~ " ~ " I!! ~ I!! <( " I!! ~ I!! <( " I!! <( " I!! ~ Co I ...... BREE A Y STAIR fULLY ENCl.OEO ~~ STAIR fULLY ENCl.OEO ELE A TORS ~ ~~~ NORTH 2ND LIVING LEVEL SCALE = 3/32" = 1 '.:0" ~ll\ \J( c?\Y (3 40 x6 8 SUDERS MASTER 13'7"W.xlS'9' ;tl .. Z rJ> o 3: BEDROOM 11'8'W.xI4' ;tl .. Z rJ> o 3: FRONT BALCONY 10'.30' I!! <( " OPEN DECK BELOW- TYP. - PERGOLA BELOW () \~ \ G \ N l\ L. i'iilIIl [c:, ".'Cif8':,.I"'."~)' I."" ~_ c',EI,' ..,~ i"~ I~t: JAN 1 2 2005 ,9U\NNING DEPARTMENT CITY OF CLEAr~WArEI< r B;' Revisions Date Kev I-'er 04.07.04 COB Bldo OeDt Kev I-'er 04.12.04 COB Blda OeDt REV PER CLIENT 06.16.04 COB REV PER CLIENT 07.21.04 COB REV PER CLlEN~ 08.19.04 COB \... ~ & 11 & & & . U C .. E ~ 0 0 :J ..c +-' ~~ U Q) 0'> ~ '<t .:t:: C <:\1(1) 0 c.oO'>o 0 ..c: C T"" N c: (l)1..Of'..C d ~ co >f'.. ,(I) .E <((")<:\10.. e! <( a.. (")'l::tCJ) ::l (1)co:::t@ ts (J) .s 1:::"'Of'..OO C\I :2 Q) ~'c <:\I ....... 0) !2 C\I +-' ~Of'..OO (l') <( CO _ 0 rn ..eu.. E8 .s U tll "5 ...... I 0 ~ '(3 0 ~ 0 O(l)()O ~ (J) ::J en <0 fl:'c (J) t) '0 I..O~<(~ s:: <( tll (I) T"" co J co ... ;t:: <:\1(1)0'>'- ~ "'C ..c s:: ~ -'l::tQ) Q) c: ~ ()~O c- oo CO <( ......c: 0 f'..(I) L.. <:\10.. Q) f'..OO U ~ C Q) 0.. (/) ~ ...J <( S z <( () - ...J LU a.. <C o - 0:: o -.J Wu. ::> - ZI: W() ><C <cW >-(0 <Co:: -.JW <CI- ~~ <CO:: 2<C MUJ OO-.J ~O <l: <l: a: W Uco zo WI"-- Il.....:t (/)0 .0 Ja: Z<l: W J: Il.. W f- (/) z <( -.J c.. 0:: o o -.J LL ~ <( Z - 2 - ....J LU 0:: a.. r CDB/RPR "\ Drawn Check SJS Date ISSUE DATE Scale AS NOTED \.. Job No .J Sheet: 2 >- z o () ..J <( CO ;w ~Q (f) et:: w I- <( ~ UNE OF BALCONY ABOVE- TYP. WA TERSIDE BALCONY 10'x3O' WA TERSIDE BALCONY 10'><30' WA TERSIDE BALCONY 10'><30' WA TERSIDE BALCONY 10'x60' (3) 4'0 x6 6 SUDERS MASTER 13'7"W.x1S'9' BEDROOM 11'8"W.x14' (3) 4'0 x68 SLIDERS (3 40 x68 SUDERS (3 40 x6 8 SLIDERS (3) 4'0 x6 S SUDERS (3) 4'0 x6 SUDERS (3) 40 x68 SUDERS (3 40 x68 SUDERS GREA T ROOM 14'10"W.x23'10' GREA T ROOM 14'10"W,x23'10' MASTER 13'7'"W.xlS'9' MASTER 13'7'"W.xlS'9" GREA T ROOM 14'10'W,x23'10' GREA T ROOM 14'10"W.x23'10' MASTER 13'7"W,xlS'9' 15'x30' POOL ABOVE (NO UNIT THIS AREA) ...J ...J :;i ...J <( <( <( 6 ~ ~ z z ~ ~ 6 0 0 1= <(.~ 1= l- ~ ~ <(.X Ii: is ~ ..J'" is ..J'" 0 ~ ~ ~ ~ KITCHEN KITCHEN KITCHEN KITCHEN 14'10"Wx16'1 4'10"Wx16'1" 14'10'"Wx16'1 4'10'Wx16',' BEDROOM l1'O"Wxl4' BEDROOM 11'0"Wx14' BEDROOM '1'8"W.x14' BEDROOM 11'8"W.x14' BEDROOM l1'O"Wx14' BEDROOM 11'S'W.x14' BEDROOM 11'0"Wx14' FRONT BALCONY 10'x30' FRONT BALCONY 10')(30' FRONT BALCONY 10'x30' FRONT BALCONY 10'x3O' ~ ~ ~ ~ ~ <( '" ~ ~ STAIR FUllY ENClOED = FRONT BALCONY 10'x3O' ~ ~ <( W 0::......... <(<( W wet:: ()-<( ~(f) -<(- I-I zl- <(I- ::a:z ..J::;) 00 Oz 0......... OPEN DECK BELOW- TYP. 42" HIGH GUARDRAIL- TYP. g'-O" TYP ........CH <( , . w ,! wet:: 1j 0<( I <( (f) I ~~ rll ~ ~ "-.J ~::;) 'H zo jl Wz I- ....... ;r .1 ~ <.0 Vl oz FRONT BALCONY 10'x3O' I!! ~ BREE AY NORTH 3RD LIVING LEVEL SCALE = 3/32" = 1':0" g'-O" IX) I Cn~ WA TERSIDE BALCONY 10'x6O' (3) 4'0 x6 S SLIDERS MASTER 13'7"W.xlS'9" UNE OF BALCONY ABOVE - TYP. WA TERSIDE BALCONY 10'x3O' WA TERSIDE BALCONY 10'><30' WA TERSIDE BALCONY 10'x30' (3) 4'0 x6 8 SLIDERS (3 40 x6 8 SUDERS (3 4 x6 SUDERS (3) 4'0 x6 8 SUDERS (3) 4'0 x6 SUDERS (3) 40 x6 8 SUDERS :':"'\, '"g .:': (3 40 x68 SUDERS MASTER 13'7"W,x1S'9' :;j ~ ~ >- z o () ..J <( co w~ 0;" -'" (f) et:: W I- -<( ~ GREA T ROOM 14'10"W.x23'10" GREAT ROOM 14'10"W.x23'10" MASTER 13'7'"W.xlS'9" MASTER 13'7"W.x1S'9" GREA T ROOM 14'10"W.x23'10" GREA T ROOM 14'10"W.x23'10' 2'10"x6'S"FKT. -' -' -' <( <( ...J Z ~ ~ z <( <( 0 0 z ~ ~ z ~ 1= 0 0 ~ <(.~ 1= 1= l- ..J'" is is ~ <(.~ is ..J'" ~ (f) ~ ~ KITCHEN KITCHEN KITCHEN, KITCHEN 14'10"WxI6'1 4'ID"Wx16'1" 14'10'"Wx16"'i 4'10"Wx16'1" I rl ,u..s. .I BEDROOM 11'S"W.x14' FRONT BALCONY 10'x30' I!! <( '" BEDROOM 11'OItWx14' BEDROOM 11'0"WxI4' BEDROOM 11'8"W.x14' BEDROOM 11'S"\W.x14' BEDROOM l1'O"Wx14' BEDROOM 11'0"Wx14' FRONT BALCONY 10'x30' FRONT BALCONY 10'x3O' I!! <( '" I!! <( '" ~ t:" - r-t-- o STAIR FUllY ENClOED BEDROOM 11'S"W.x14' ~ ,. z (J) o 3:: PERGOLA BELOW - FRONT BALCONY 10'x.30' I!! <( '" (Jr~tGl~\JlfJ,L [.,-...'(.... i".M."'(,.'..'.ll"... ~"~'" a" , I!l""" i!-,,,,!iI I '. i(;'~" ~r_" ~ [) JAN 1 2 2005 f-tlANNiNG DEPARTMENT env OF ClEA[<WATER /' B;' Revisions Date kev r'er 04.07.04 COB Blda Oeot kev r'er p4.12.04 COB Blda Oeot REV PER CLlEf\)1 06.16.04 COB REV PER CLIENT 07.21.04 COB REV PER CLlEN1 b8.19.04 COB '- ~ & & 11 & & . () C ... E ~ 0 0 :::J .r:. ........ ~~ () Q) 0> ~ ~ C C\lQ) :t: <:00)0 0 C N ..c: C Q)LO~C d () co >I'--t';-Q) .E L. <(C")C\lQ.. l!1 <( a.. (J)C")-q-@ ::l tl fJ) -CO~ 1Il t::UI'--CJ) C\I ;t::: .c Q) >"i:: C\I ....... 0') !:! C\I ........ :2:01'--CJ) C") <( CO 0 Ul ..eu. E8 2 .- (\l () "5~IO~ '(3 0 ~ 0 OQ)()O Ul fJ) :J CJ)<<1o::..c ~ fJ) -- '0 0 1.0 ~ e c: <( (\l Q) ~co..,:co ... :!::: C\lQ)0)1... 8 ""0 .r:. ~--q-Q) c: ~ 1Il C ()oq-O c. CI'J CO <( --..C: 0 I'--(J) L. C\lo. Q) I'--CJ) () ~ C CD a. 00 ~ .....J <t: S z <t: U - .....J UJ a.. <( Cl - 0:: o ...J UJLL ::) ... ZI UJ{) ><( <(W >-00 <(0:: ....JW <(I- ~~ <CO::: ~<( ('l')W CO....J .q-{) <r <r ci w Uro zo wr--- 0...0 (/)0 .0 Ja: z<( w I 0... W f- (/) z <( ...J c.. 0::: o o ....J U. ~ <( Z - 2 - .....J W ~ c.. r "'\ Drawn CDB/RPR Check SJS Date ISSUE DATE Scale AS NOTED " Job No ~ Sheet: P3 , ( '. \ , , .\ IT ( ( }....1. i ( T .., -'>- ( -' , ( W ( t t' .}-I ( r n ( (- ( '- -It "" 1 - 1'1' , ( , \_,- ( , r r ( ( I ~ _I l-y H , I ~ " i" PARAPET WALL ~ ~ tt, STAIR TOWER ROOF __I 20'x13' ROOF TOP PAVILION } I "1+" I , ~ <( <!J o Z <( <!J Z ::J <( a:: N '<t l_ =1 I 5'-0" ELEVATOR TOWER a I In 5'-0" 15'x30' POOL a I ^Lf) PARAPET WALL 1_ ,~i -H i . - y OPEN ROOr- DECK .{.- ra ~ l1,= t NORTH 35'x4")' ROOF TOP PAVILION .,t ~.'~ ,) J , , , /1'.4-'" i .-..., ) U.. \ ROOF PLAN SCALE = 3/32" = 1'-0. c. -.f..- W I- o z <( <!J Z ::J <( 0::: :i N '<t l-_ 1 20'x1.3' ROOF TOP PAVILION -, TRASH ROOM ROOF , I ,- -1- I l' - 1 I , .+ += -j:: -r ..... ..... , , PARAPET WALL ,i I i ~ ~, ,. 1 ) ) L .J) ) } J .; ) Iii'''''' , ill t:: J:. ~~ .~ JAN 1 2 2005 PLANNING DEPARTMENT cnv OF ClE~,(~WJl~rER /' B;' Revisions Date Rev I-'er 04.07.04 COB Blda Deot Rev I-'er 04.12.04 COB Blda DeDt REV PER CLlENl 06.16.04 COB REV PER CLIENT 07.21.04 COB REV PER CLlENl 08.19.04 COB '-- ~ & & & ffi & . U C "' ~ :::s ......., u (l) +J .- ..c ~ <3:: (j) (l) +J CO .- U o (j) (j) <3:: "'C C ro s... (l) U C (l) 0- 00 E o () .c ~~ N~ CDO)~ LO~C: ~I'-";-(l) ~~~~ ~ (l)co~@) 2 1::: ""0 I'- (/) C\l :E ~'c N'- ~ ~ ~Ol'-CI)(\')(/) _ 0 Q) .J::. I.L E g 10 'S s.: I 0 ~ 'g ~ O$()~ ~ :J CJ) CO 0::: ..c '0 t5LO~<(~ as JY~co'CO 9l N (l) 0) L.. '" .J::. ~ _ <o::t (l) ai ~ () :::t g c% <( I'- (l) 0 NO. I'-CI) ~ 0) C c: c: CO 0.. 3 o N U c: <:! <( 0::: W Uco zo wr-.... o...-.:t (/)0 .0 ")0::: z<:! W I 0... W l- (/) /' "' Drawn CDB/RPR Check SJS Date ISSUE DATE Scale AS NOTED ~ob No ~ Sheet: o (j) I I 0 ~ .- CO a I a .. ..- MID POINT OF ROOF TRUSS BEARING -=- ~C'\I ~ ..- ""\ rr II t<) I i"1 - '0 I o .- ~ ~.. --- ~ ~ .- ~ D D "D~ I -~ x><: ~~""'" Imm' -. ~ IlI=PJmI ><<>< !! ><<>< D D D ~y ~ ~ y 5dbt ~h? " JOOI II 11 JDD[ =Dq~ JDDI -DDL 1111l[ -IIIJL JDD[ JDD[ JDO[ JDD[ ...... - , o I o ..- '>< -h Y-x Y'x x ~ o I a ..- '); '>< x ~ o I a .- ~ ---- = = #'''''''' C ~ / a I '" ~ B.F.E. = 11'-0" o I LO = OPEN AIR GARAGE ENTRANCE = ---- = /- = '-, " LIVING UNITS WALL TO BE 3/4" CEMENT PLASTER OVER 8" C.M.U. PAINTED TO MATCH EXISTING BALCONY COLUMN TYPICAL.PAINTED PORTER COLOR-CLOUD WHITE-7153-1 BALCONY COLUMN TYPICAL.PAINTED TO MATCH EXISTING BALCONY COLUMN TYPICAL.PAINTED PORTER COLOR-CLOUD WHITE-7153-1 RAILING COLUMN TYPICAL.PAINTED PORTER COLOR-CLOUD WHITE,7153-1 EXISTING BUILDiNG TO REMAiN iN FOREGROUND - NO WORK TO BE DONE IN THIS AREA B.F.E.:;: 11'.0" o I i.o "\I If -~<,~~i11J~Uf.:p%~~ ~::"d:i:mI&fIII&it..lli::~..,., ["'\11r~T-~~~' ~ . , , ~~, , , ~... - fill ~n - -. D D D D, D F ~ , ~Im. .nn I rmJ rill] .. , ~V.&I. ~ 7 ~ ~ UL { 'TrnT nr li 11 II DDD[ :DOC DDID= DDO[ nl I' illl II I---l '---' DDD[ JDD[ DDD[ JDD[ / - - - ... D D ~ ~1h1 II l JDD[ JDO[ II II w JDO: JDO[ " ~m~ = /V"v/" c- = 'V""/'y == ""- ~ ~ /' ~ ~~ DODD DODD :== = = Cl XX XX ~ ~~ DODD DODD :== = = = = = = :== c = - " " = = = / / ~ ~~ DODD DODD ........ -- V 1[;,1 . +1+ , , . " '\I ....a I::>.. rT ~ xx ><<>< x<x x<x x<x ~ >< ?x xx XX i~ IV ...<,~~~~~ht:P:~-~, -"""i'1'1-:tt::r-1-.4..,.,t-tJ""k1ft:~ "11:i:.cd.1:d:tttt:tjjiti:t'~ ---"If --tr-----Tj--- -l;~r - -' \U ......" ,- =H~ ~ ~-1E1 ._'' III - ~-mI .n~ D D D D - ='" mll..~=~ .~-- ~l7 X, JDDL IJ IJ I~ / \J - OD~ --/l :DDt ,,~ 38BE-, -~ JDD[ XX >< /.x, X /= - - /' - 1>= ! X<x X<x >0< x Q l ~"'" '~' -....", , ---,---.._.~ '\~.._--'l I ,~H.+~ , - "1- ~a.I~~;. ~El -" T ~. ~~ ~ ~~lmII ~_fIII1- ; D D D D .:. ~b2 D=dbt Sdbf - - JD I _ nODe _ _ lDlJ= JDD[ DDD[ JOO: JDO[ : DD[ JOD[ III I =~j II - --JbdQC- ]JDD[ DDD[ JDO[ DO[ DDD[ JDO[ -lIIII IIIFniJ( ...- Ddbt -II'ln, BODE - ~ QQQC -- ~ ~ --- ODD' ~ ODd[ ~ c ! xx - ,- ~ xx< X)< T i= ~= i= Et&BT~ [JlJ~ = i= 0 DODD = i= i", "DODD = i= " ~ ~~ DODD DODD ~ ~~ i= DODD :: DODD i= , - f--. f-- i= ~ ~~ F= DODD F= DODD F= i= ~ i==: = = I i= -e.-- , i= / ~ / \, I ' = :=.. = EAST ELEVATION ~~~"'3i32. = 1'-0" NOTES: ,. NOTES THIS ELEVATION ARE TYP~,' , ROOFTOP PAVILLON PAINTED PORTER SUN BEIGE 6819-1 1'-4" x 1'-4" DECORATIVE ROPE COLUMNS - __,__...____ .___._. COLUMN PAINTED ~--~4--.-~O-~--,._-#-' ~ \ ' . .e<'...~'.i',,'-"~'\l.......t-.....f......~;.....,.~--+.-..i.....+,-'"". ...-,~':::'~~ _'1'- ,_.1....,AL'.~I'.., ...,_-r- ""i ! 1 J J r : j J ~ I 'i i - ! I I I PORTER SOFT YELLOW .ffHtt' ~~'~r-"'l'~+0-t~I: :.-;vH'..),.-"'-I' t._"-]J ,~l"+,~~Lt-t-.., H'-!-~I !. . _ . it, U' \', j, 1. J 1, ,! , 6188,2, BASE AND __~Ri'''' ~t-M~j'--'l-" j-l-;'"t-t-r-I-'f-1'''I-''''' . CAPITOL .-r::;:j:l.h'r::~r---l- ~1-1-+'1'''l'- --+,,-1'.......,','; -t:1'-t-+....... -, -t'T i - , ~.....-.-...-_'--""_. _ ~"_i.-...J~_.. - ~ , ~~~" ,-- , I --L~ PAINTED PORTER SUN '~---{r:==1l'__',_'Tr. _'I1 - ' j " , I I ,- j , BEIGE i ~---.. _."--- .. , 6819-1 - TYP. "W "W"-"- ~ ~ f-2\ ~ SOUTH ELEVATION SCALE: 3/32" = "-0" NOTES: " NOTES lHlS ELEVATION ARE TYPICAL F== __ = !:= = BARRELL TILE ROOFING - TYP. TO BE FLORIDA BLEND VINYL WRAPPED FASCIA TO BE PAINTED WHITE. l'-S"L.x4"W. DECORATIVE OUTLOOKERS. TYP.-PAINTED PORTER COLOR - CLOUD WHITE, 7153-1 3/4" CEMENT PLASTER TO BE PAINTED PORTER CORAL CREAM. 6116-2 3-4"0 x 2"THK. FVPON DTAIL-TYP. PAINTED PORTER- CLOUD WHITE-7153,1 CONTROL JOINT- TYP. DECORATIVE E.I.F.S. ELEMENT TO BE PAINTED PORTER- CLOUD WHITE-7153-1 DECORATIVE CURVED RAILING FINISH - WHITE STAIR TOWER TO BE 314" CEMENT PLASTER OVER 8" C.M.U. PAINTED PORTER CORAL BUD - 6117-2 DECORATIVE E.I.F.S. ELEMENT TO BE PAINTED PORTER CORAL CREAM - 6116-2 DECORATIVE GRilL WORK VENTING OPEN GARAGE. TYP..PAINTED PORTER COLOR-CLOUD WHITE-7153-1 DECORATIVE E.I.F.S. BANDING DETAIL TO BE PAINTED.TYP.,PORTER COLOR CLOUD WHITE-7153.1 DECORATIVE E.l.F.S. ClONING DETAIL TO BE PAINTED.TYP..PORTER COLOR SUN CORAL- 6118-3 .1 I .... = ~ ~~ F= DODD = DODD - /' --- -- -, ,.. = ..... --= ./' = = ~ ~~ DODD DODD = -- = 1== I 1== = = = 'x ~ >< >< )< ~ &"'0 !"'"'- - " '\, ./ / I ~ ~~ DODD DODD = :..--- = ---..:= = = = = = = = OPEN AIR GARAGE ENTRANCE = -, = = = = = = = E.....'.. c-!._ , "'~ 1- .,- -- JAN 1 2 2005 PLANNiNG [)EPA1~TMENT cnv OF CLEARWATER . Date By 4.07.04 COB 4.12.04 COB 6.16.04 COB ... ~ ::J .... () a> :!:::: ..c: ~ <( (j) a> ...... CO "0 o CJ) CJ) <( "0 c: CO L- a> () c: Q) 0.. C/) u c: E o () ..c: ~~ 0> N'- c (OO'>~ E Q) 1.0 t:: c: co >"- I Q) <( ("') N Q. e a.. ("') ~ en ~ Q)co~@) ~ 1:: 'U "- en N ts ~"i:: N'''''''' ~ ~ ~or--.en~U) - 0 (I) -SL1.. E o~ ~ <( () Q) :::J'-Io<(~ s.;.. o2()~ ~ :::J (/) co ~ .c "C t5 1.0 ~<(~ 15 ~NCOm~ ~ ..c:~Q)~Q) ~ ~ ()~() if) <( ~~ 0 No.. ,.....C/) ~ ~ o N d I:: <( <( ci W Uco zO WI'- o...-j' el)c; .0 "")0:: z<( W :c 0... W r- ei) ~ .....J <( s: z <( () ......... .....J W C- <( o ~ o ....J WLl.. :J~ z:C wO ~l1j )-ID <(~ ....JUJ <(I- ~~ <(0:: ~<( ("f')LU CO....J .q-() U) Z o ~ I-- ~ UJ ....J UJ V 3'4"0 x 2"THK. FYPON DTAIL-TYP. IF PAINTED PORTER- CLOUD WHITE-7153,1 CAST STONE BALLlSTRADES ~// FlNISHIMiITE ~~(::: -(~ wi ~ t II ! ~ ,- ~ . " - .....-- --.... .. ~El n rm1l ffi n D D n - _" - r '-~III - 1m J Im- D D D D - "~f I Rl1 lJ1mml tin i~r. Ilmt- D ~~~~ ~ l[ \ Ill~ D? YaW ~ahi I~ II I~ nil II n I - JDD= - JDO[ DDO[ - jDO[ - JDD[- :DO= JOD[ DDD[ JDD[ JOD[ - - - ~ QQ: ~-- JI II Ii r---,-- D~ I, d~OC "- -,-- d~[J{: := DD[ JDD[ : DO[ JJDq~ JDD[ DDD[ DDD[ :OD[ OOL JOD[ ~ ~~ ~ DODD ~ DODD = /' " Drawn CDB/RPR Check SJS Date ISSUE DATE Scale AS NOTED ~ob No J Sheet: t'q,F,E. = 11'~" o I L{) _c;-~tS':l;~ '" _ ' :.r1,H+!-f+K..,.i.;::t,:> Q~s:D.:i::t::i::L:i::1J::'ti1J~.t:':r:i":;:.; L_ --u--'lTI7--' ~--~ 3-4"0 x 2"THK. FYPON~T. AlL:P' '~\?It(tEq:fftrr1:11tff'~';;.'>.;,>" PAINTED PORTER- ,,' "~~~11'i'11~' , I f+ '1"I.j'lcJ"r';::,~_ " . ~l~.J:'l':Et:.l'l'J. , 'Jet- J:H:t:l:U.1'1:;:' ~t~~T~~~.&~ei~~~~]'---~-'~~]---~'=1l7"J I i I Date By 4.07.04 COB 4.12.04 COB 6.16.04 COB 7.21.04 COB 1.03.05 COB '\ " ~ ~ ~ ~ ~ \\ " '\ ~ ~ ~ " " . (.) C .. E ~ 0 0 :J .s::. +oJ ~~ () 0) ~ Q) N'- :t::: c cn(1) ..c c (1)f8~g ~ c () co >,..... I Q) e "- <((\')No. <( a.. (1) (\') "'it (/) i CJ) - co ~@ . 't:"O"""(/)"'i Q) >"C N ,~ re +oJ ~O,.....(/)g/l) ro .s::. u: 0 .e .- E o'S () Si..:"IO~~ 0 ~ O(1)()O CJ) ::J (J)(6ct:~ "8 CJ) '0 <( (1) LO ~<(~ co ;t:: N ~o,~ ~ c,e~~rz, '"0 .s::. ~-"'it(1) 8- C ~ ()~O C/) CO <( .....c: 0 ( - 1'-(1) "- NO. ~ ( Q) I'-~ () i c Q) C- OO o o ~ ~ ~ """" ( : ' ) . 0 0 0- - ~ --- , I i I 111-' ( ) ( ) '1 I I ) 1- J ( .~~IS~tw~ ~:f!\\v 1 tJ f Ot't l:{fZ-ov ~ ---- -"--. -- -.--"- ) ~__~ ( ;:I < " --- ) r:: ) ( ) ( n I I I EXISTING BUILDING TO REMAIN IN FOREGROUND, NO WORK TO BE DONE IN THIS AREA 1'01... '\ -r --'"- .. <1 <i: ci W Uc.o ZO WI' a.....,j (/)0 .0 )0:: 2<1 W I a.. w l- (/) ..-.......... ". --- -- '''-~ WEST ELEVATION SCAlE: 3/32' - 1'-0' B.F,E. = 11'..0" o I L{) _.~-_._.._-~~----.- .r" -,...r-....,.--- -..-....-,.~-'.._~. ':"1- - _l~ti--t+1T- LC --:~I.,:l''''1--;::l~~"., . =t 1 j ~j,lJ-lj-r~I,-I~.P~i~ i.JJ:l::f~I:,~-:-.. J ~J:l-1ij-.:-LH:l~1:l:-1b.:~1+rri:'i~2q ~:;~J[-;:~~,-~~~~~-:0':'~~~-~;~~':~r" ..-J ~ r:; b1 :j ,I 41 t~ D <( o - c:k: o .....J wu. :::) - ~mB ....J><( <(<(~ S~ffi Z<(.- <(~~ u<(~ :J~<( UJMW a..co....J -q-() CJ) z o - ~ > W ....J LU D u L /' CDB/RPR " Drawn Check SJS Date ISSUE DATE Scale AS NOTED \....Job No ~ E~ -.. I: I ~ eill~ DODD DODD EXISTING BUILDING TO REMAIN IN FOREGROUND - NO WORK TO BE DONE IN THIS AREA JAN 1 2 2005 pLANNING DEPAI<TMENT cnv Of CLEARWATER Sheet: p NORTH ELEVATION SCALE: 3/3r' - 1'-0' NO 1ES: 1. NOTES THIS El.EVA1lOH ARE nPlCAL ". _._, __..... _._.. ......... _._,.._ ._,m...'.." ..... .. .....",.... ..' -.-'.. .... ......'_.. ......' ..,.... .... ,..-,.... .........,-....... .......,.... ..... .... 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B " J J( ~. [f~L.- ~\. ~ ' lSTAiRJ TOWER / ~,# LOADlI ~G [, f - .~ I~~ TYP. e- 1 I- .. I sF 1 1 ~--=~ ~ RESIDENT'S ELEVATOR. CORE =' IF ~. n' 10 9 8 Wy "/ "" f./ . "- - . IILJ"-. /\ ~. ~~ I I 7 or- L() o o N ~ or- or- m w lL. ()l 3 -0 L() o I o or- I N o I ~ ....J <( 5: z <( () ....J W 0.. / .::t. o 5: c o o (j) 0.. o o r----- r----- L() I lD or- / o G F 15'.-0" 15'-0" 15'-0" ~ ~ -:- -:;i <D ~~ , -t- ~ T _p. E.' - \ :r~ ""'l- N .. I <0. ,0.. . >- C()I- ..- \'1 <00.. .1 >- C()I- I STORAGE - ~.().~.- f1AJ. Q. 10.. .>- ""'I- C'J I >. < -\~ <D . "I .~ <:01- ELECTRICAL ROOM - - - 1 10 BAYS. @ 30' 0" = 300' _0" I 300 -<1' 6 Ill! I III --l;. 15'-0" ? .~ """" .... ""'" ~ ..... I . TRASH, ('UI Ire V"V7 ~ I 5 E 25'-0" ~. ....J.......F .. --0. - =>1\ ~I """ I ee I r I- I .! .., ~ DITo' n , c.__, I-- .~ / 4 /1- ~ ~ ~ U7"'" "' D 15'-0" I c WALKER PARKING CONSULTANTS 4902 Eisenhower Blvd Suite 281 . Tampa, Fl33634 813.888.5800 Ph 813.888.5822 Fax BE-0003840 A v- EXISTING 1 . . /7 STAIR/ELEVll1\10R ~/ ./ / 50'-0" I^/ I I X fJlf lM'T ~ - I I ,1 . + DU MP STE R' , ~ .~...~... /' ~. :4 II II '\ STAIR TOWER ~. 1\ If. 1,1 " 11 ,I I' I J\ ~I .. I III 1 ~i t Il\ I Ir~ I III - l . .~r:~ .... 1: ~~~~~gLEVENUE I ,\ ' I 11\ EQUIPMENT WILL ,. Cl ,,\ \\ BE P A Y-ON-FOOT, tL~:'~.!- , ;\ w!FUTURE .r _ ':::: '1\ CONSIDERATION" '::: -= ,. "L~ ~ r \.1":' i[(FOR A-CASHIER l ~.' R.,.. j\ ' - ;;-,,--. . '.' ,........ ...,1' BOOTH'. ....., H in 0:. Q . " I fW.v'~ ,. ~ r l \... Ic::::J i ~I - _, ~:- H.' = , ~.:=.:==.=.~: "--J I I) ~.~.. 7\ ~; I )(J V n~ kff 8 ~, ~,,/,', I~~ ' l' I l'I~ _I. . -:-\ r 3' o w. '. ~().. ~ ~ .:::<:: :::<::. ':::<:: -1 -1 ....J ....J ....J W <.:> <.:> <.:> <:) <:) :r: () ,. ! .. I z. ~ 8 t,:'8 0::: z <.:> z c:r- . , .... co ~ U l.J.. Z 0 I. . . "'" ' ~ "'" 01.0 .l.Oo . 00 0 ' w ........................................ "-....' !::;: IJ') 00 r--. r<) ..- ...... N ~ 0 N Q. 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I I >- -.t f- ~ ;;) l:'l ~ I NEW ELEV AllOR I I I 1 I I 1 I I ... .. 8.3 - .. - - - - - a - - - - - - - s . ' P <0 n.: <0 ".. V I >- -co l- I I I I I I I ,.- Lo I I I ~ ;;. I 8 I - - - - - !il- l- --I ~ .. l:'l ,.- = ~ .. I 'in ~ ~ I I I I I I I I I I I . .. Co l- I }- I a ~ !jJ ~ w.l ~ ,.- ! A.7 - - - - - - - - - - - .. - - - ~ j! I\il ~ 0 II~ f= RAMP DO,^ N :r> R~MP DOWN~ 0 I I 5.50,,'0 SLOPI~ I 1 tl.50/0 SLOPE I '0 I I: I I n.: . I (0 ;;) ;;. >- l- e::::{> RAMP UP RAMP UP c:::{:> N , It --" \ A.3 ia f- I! - - - I~ iI t- - - - - .. - - - - - - - 1 \lI \.. ! II I! ILJ ~ = - - -,. <.0 , ~ 0- I I I >- \ "v Co I- ~ LV ~ ~... ' , LJ 0 A - - .- l . L-,;:;- .. iii ~ I - i .. '-;:"" - Il- ~ ' .... fW.y""""", '" 1/ "'J .. ~.-fU\.L.v ENcu:lSED N 1 1 I I I I I I I 1 I I STAIR I I RESIDENT'S "- STAIR N TRASH I TOWER ELEVA TOR CHUTE TOWER CORE c .lJJ-,., :lc::" ::.:: ::.:: ~ ~ () ...J ...J ...J -l ... W <..:> <..:> <..:> <..:> .. :x: (;) z ~ ro I- ro ro .... u l.L. 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No port of this document may be reproduced in- any form or by any meo.ns without permission from Walker Parking Consultants/Engineers, Inc. .. .. _.....__ . _ ...._.___... ...__u .__ _. ...... ..' ,.. ..,_ .. .. ... ..... .. ._ .. ... _.._.~. .. .__....._ ... ..... ._. ... ._. _ ... .__._ __. .. _____ ........ - ... .._........._ ... - ,......_ .._ ....- .-....- ,,- ...... .....- .- _.... .--..--. -.. ...,- -.....- -.. ". ----.,..... --. -- .. . ..... .-. -.... .. _. ...--. .. n. .." ..-- .- .... . -..... .... ..... ..-...- - .. u. ... .... n ... ___._ .... _ . _.. _... ...... "' .' __.. ._... .._. _ _ __ . _ .. n_ ,.. _ ...._ . . _._.. ...._ ._. ._.. ... ... '_" ._.... _ . _ _.._._ ,,_..,... .___._ .._... . _ .__.._ _ _ . _ _.._._ .. _... ._ _..._ ,." -. ..........- -.. .. ".. --- .-..-....--.-- ._. ,.,." .. -.,- .-. ~-. -. . . 'W" - .... .... .. -" ..--- d. ...- --. -.. --... .... _.. - --...- .-. - .. .-...- .- - . - .-..- ... - .. .. . - ..... .. ..... -..... ....... -.... ....,. .~.. ......- .. . - -.... . -... ..... I - -l- N! I f<ll i It iX II 11\1 .. 1m tJ!l II If!! - il 1 11 <.0 l Q ,. II ~ I >--' co l- i, ;. ' I ~ ", I. II. ' I; \ ~ - - - if I- - - - - .1 ! a ~ .. ! - - - -l - - I I I I 1 I T I T ~~ I ~4 RESIDEN~ j, g'-O>> ~ TYP. SPACES RESIDENT ROLLIN.G---- (::) Q I . ' ';t- ~ PARKING. N I NEW ELEVAliOR I I I I I I I GRlLLE I P7 I . ~r'\ l ! - j,r;:. -I- - - -l- I "1"- ~ ['I ' .. - - 'Ii'. - - - - - ... . t?3' V II <D Q .. _I 1 >-- I I I \ I I 1,1 ca l- I I ~ I i m II 0 II., - II ~ Iii t51. r.- l-- I l- "' ~ I' ... c .. ~~ ~ . I I I I I I I <D Q I . _I >-- I ,I r ~ Q l l,I 0:). 1-, I - .. I- - - - - ~ - - - /// i I - - - 0--- R~ul~~DQWN-~lc I I I I J:> 34 P ~BL\C SP ACr:S a 0.: I I' b.5% SLOPE _I >-- "<l- I- RAMP UP c:={> eN ~ - I- .. [II - ~ II I " ' I~I' !~ - . - I I "- - - - t- ~. II ~ - I-- - - -{ - LJ .. \ - <.0 a.: I >-- eo I- o ~ 01>(~ II.) 0 ~.. '^ -.. . ~ , 111 '-: =- - - - I- - il 1- i i f1Al.Y_ / / / / / 1 / j "" 1/ ' "-J - NO ".- NU.Y~". 1II. . -I I I STAIR I I I i I I I RESIDENT"S I I I TOWER ELEVATOR ~ TRASH STAIR CHUTE TOWER CORE ,.. ,~. _._." .... ......~_.... _... .__ . +_'" ... .n ___.. ..u. __" ___.... .". ..~,.__.... .... ...' _'.... ..... ... __,. .... .., _._. ..'..... _,_ ' .... ... ,...... ....,._,_... ....,..._.._............-'-.. ,.".'...,_.' ..... ".._'.'" .....,.....'...... ..".._' , .". ..... ....... .". ... _,_.., .... ...",_... ....,."..,.".... '.. ,-'_' ..,.. m ....... .... .. -,..",.... ..,.-,-... ..... ... -,-.. ..... _.....__.. _ .... ... _ __..'.... __.._....., ..., .,.. _.._., . w_., ... _~_..." .... .,. .....,... .... ... ---..." ~... 0--- @--- @--- 0--- @--- @--- 0-- E >. ..D (J) o !.- o i..: Q) (J) :J E o f'--. C'J o ..-- 11 10 9 8 7 LO o o C'J ~ ..-- ..-- FOURTH LEVEL PLAN ill W LL Q) 3 -0 LO o I o ..-- I C'J o I ~ .-J <( 3: z <( o .-J W 7 ~ o s: o 16' 32' ~ -1 1/16" = l' c: o o Q) 0... o o f'--. r---- LO ..-- I LO :;;- (') Copyright 2004. /In rights reserved. No part of this document may be reproduced in any form or by any means wit~out permission from Woiker p'orkihg Consultonts/Engineers. Inc. .,,_ ,.,..____"._ .,_..".. _.'_'" ,._ .,_...... ....,.._'._ _.._,_..,.._______.'_.__' ._..,..._.._,____........__....__._.......___'_______._._.....___._,_____,__,.._..__._._,.n_'____ ..__ ,._ .. ___' _ ,__....__.__.__.._.'_'_....._...._.. ,...,.--..--.-.-,..,...-...--..--....-....'--....--'...... -.,- n..""'''. ,,- .---, ...,.'.... . '.'''--. .-....,. ...-.--,.. ..... .,..... ..,"" -., ... .... -..... ..... .... .. . ,---,-~,.~<..,~ -.....--~...........,'""._>- .-.-----.------. -~-,_.,. ,..~ 6 5 4 3 .2 .0.5 Q NORTH WALKER PARKING CONSULTANTS 4902 Eisenhower Blvd Suite 281 . Tampa. FL 33634 813.888.5800 Ph 813.888.5822 Fax BE-0003840 c UJ., . ::.::: ::><::: ::J ::><::: ::><::: frl ....J ....J ....J <.:> <.:> C) C) -' :r.:. (;) z ~ CD I- CD CD 0 u- 0 0 ..:::- 2 0 2 2 c.' "<I- ~, "<I- l!) V\ w < < < <'? !:;: l!) co i' to ~ ~ or- N -r- 0 0. ,. , , '-.... ;. men::: 0 ...:.. 3: 3: ;; ;; w w w w 5 5 5 5 - w w w w Z ,oc oc oc oc 0 oc OC oc oc ~ ii: 0 0 0 0 '- u- u- u- w- (2. i::l Cl Cl Cl (.) W W W W (/) ::> ::> ::> ::> - ,w.. (/) (/) (/) (/) - .. i:i c" ~ . (/) ~ ~ W .~ 0 ~ \\...... \;J) !Q z <( 0 ~ 0 -.J u... ~ w -I" l:t':; <( ::> ...... .. S' (), ::> Z Cl:: ,. t-. <(, en C). () Z -. - -1, ~ W 0:::' <( (l. a... ci w ~ S. 0:.: <( W ....J U SEAL SHEET TITLE: FOURTH bEVEL PLAN Scal~ AS.NOTED Project No. 15~1577.00 Sheet No. A1.4 ~ -- ~ --- 4.91 -- ~ ~'!J - - - --- 6- I\;)",\~"':> 0 ~. ..-.r 20.0' ~ ~ 1\;)~9' ):t MLP c ELECTRIC -'- -.- \fc.. '7j\ '10" ,,; I' .J:>."'O I~~ "3:: :c -I '(J) ~..... 1:;:0 ~fT1 I~ fT1 ..... -==OHW, =-=OHW=: 1 15' ALLEY(P)-1 P.B. 15, PG. 80 1 I 20,0' 1- - - ---- - -- .'9~ L - NOTES: 1. BEARINGS SHOWN HEREON ARE BASED ON THE EAST LINE OF BLOCK liB II, ACCORDING TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF SOUTH 06029'0011 WEST. 2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988. 3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 148, BRASS DISK IN CONCRETE POST, STAMPED F-3, PINELLAS COUNTY ELEVATION = 3.508 (11929 DATUM), LABINS ELEVATION = 2.72 (1988 DATUM). 4. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY. 5. FLOOD ZONE JNFORMATION: COMMUNITY PANEL No.: 125096 0007 D FLOOD ZONE: ZONE AE (EL.11) REVISED MAP DATE: AUGUST 19, 1991 DATE: No: REVISIONS BY: --- ~10" SYMBOL LEGEND @) 1011 DENOTES PALM TREE - SIZE INDICATED *10" DENOTES PALM TREE - SIZE II~D I CA TED o 101/ DENOTES A BRAZ I L I AN TREE - SIZE I NO I CA TED A TREE LABELED "TWIN" IS 2 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK, "TRIPLE" IS 3 TRUNKS MEASURED 4' ABOVE THE GROUND FROM 1 MAIN TRUNK I LEGAL DESCRIPTION: A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, CITY OF CLEARW ATE, PINELLAS COUNTY, FLORIDA. BEING MORE P ARTICULARL Y DECRIBED AS FOLLOWS: LOTS 2, 3, 4,5,6,7 AND 8, BLOCK "A", OF A REPLAT OF BLOCK "N' AND I LOTS 1 TO 15 INCL. BLOCK' "B" OF CLEARWATER BEACH PARK FIRST ADDITION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 21, PAGE 210F THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH: LOTS 32, 33, 34, 35, 36, 37, 38, 39, 40, 41, 42, AND 43, BLOCK "B" OF FIRST ADDITION TO CLEARWATER BEACH PARK ON CLEARWATER BEACH ISLAND, I ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 15, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. TOGETHER WITH: ALL THAT 15 FOOT ALLEY ABUTTING LOTS 32-43, BLOCK liB", OF FIRST ADDITION TO CLEARWATER BEACH PARK ON CLEARWATER BEACH ISLAND, AS RECORDED I IN PLAT BOOK 15, PAGE 80 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE EAST 7.50 FEET OF SAID 15 FOOT ALLEY ABUTTING LOT 8, BLOCK "N' OF REPLAT OF BLOCK "A" AND LOTS 1 TO 15 INCL. BLOCK "B" OF CLEARWATER BEACH ISLAND, AS RECORDED IN PLAT BOOK 21, PAGE 21 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. CO NT AINING 1.684 ACRES MORE OR LESS. SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA - - - CAUSEWAY B MANDALAY ~ULEVJ~RD(P) - ~'B!G!i!-OF_w~~NUECI:.) LANDSCAPE MEal; - -- - __ C?>" ~. -- - -- --- -- - -- -- -- to'" be' - - - - -- -- -- -- to'} ~. ..... tOtO ~ ~' ~y -- - - --- - ~TH ~D LANE NORTH BOUND L-AN .~~t>. E I\;)'",:>v w ----- --- -- ---- ,," "=>' t:)<O be' - - - - (().... 1\;)' fl,t:) be' C?>~ -- _ 4.83 be' - ~C -..- .. NORTH ~~p . trANHOLE -- __ BOUND L E 'IT .....__ 'IT.>~ ~ - __ ~_..... . 2' CO~_~RB & GUTTER be ~~.... NORTH SOUND LANE~!\ 10""'" 1\ -,. 1\;)' ryt:) 10'* ~. N060 29'0 " )\ ~ MLP ~(h 0" I 0 E 300.0Q'CP) ELECTRIC 7),1 12"* ~~~" I ,\if4_- I r I / *12" _,&:,,12" I 12''-~ 12'\Ic. "" COVERtD I CON~' I '::j')" -.l ONCRETE IWALI< 12.'l~NDseAPING I r- I~. *'2" I I I COVERED I I CONCRETE WAl'" LOT 40 no BLOCK "B" I 1 I I I I ] IJ I I I I LOT 38 LOT 39 I BLOCI<: "B" I BLOCK "B" ~ I I ~ &; d II :v81 ~ ;;..ll1'7' I --~ l~_-L I I~~;' - --....I p:O"1 -L-!..... 1J1\;) -- - 1- L 1 --I 1 :::.:::: _..!~_~RCP l .s- f -r~i :::--', ::::::: t'::"::::: -~ ; i (i'.-- \>::::::::: I _} 1/"10" 10" '4~'---- - 1'(1 ,... I J , I I .. - -- --...... - - ~ ~. ~fl, ~' \..ec:. ':/)\;0" ~ - ):t MLP c ELECTRIC -- -- .,~ 7)\'0" <oC?> ~. - 4.83--: 1 ---L- ..r ---- ---- ~&::. 1D":/)Y "IV, ~. -- -- -- -- -- -- -- i!9~~ 1\;)' t:)"':> ~. ~ I\;)~~ ",:>' - o ci ..-.r "J3t.... 1;)'" "':=:!' 10"*~ 10'* I\;)~" Y4;:' ... <01;0.... 1\;)' t:)J W 101~ 10'~ ~ MLP ELECTRIC 10'* I~ I I I 150.9' I I I 35.6' ......1 ;;, I.COVERED lJ) I COfCRETE WALl< I .: : 117,9' -J I :7,1 I 1~1 -~ I .1 I (2)STORyIMASONRY I' I STRIP MALL L.F.F.Ej..6.06 I LOT 41 LOT 42 I LOT 43 BLOCK "B" I BLOCK "B" BLOCK "Bn I 6.9' I I II E~~ I : ~ C\J I q\ CONC. PAD I 22.8' I j I () ~ I TRANSFORMER""""' -. _ ~l'7 61.2' I ??~~ - ~I ~~~ j[ I ~ --.-, Yi- ~-- ~~~ ~~ \: // -4 .s-:\ Ij - - 'd'.g '~11 ~ ~ CYml ..II - ~ 1/ _ ~() l~)'/ ~ I,{ ~/I .~~.: '::~I:~':~'~~'~~:~~:~~'l gS~~s~~ INV.EL.-2.B5 NE .:.>. \ .--12" ....~.. ~ :V' (-,'?/ , ,,!S" -j ~ 'r I 1 ,.~,;'~t"\,() f;;-.. <0 - " ~\12" r'Y ',' ~, -" 1\12" ~tJ( I _~I~~! _ ~~ L1- I I~ 0 LOT 2 .... ~ a. BLOCK II A" 0 ~ g I -~ a _~ i= ~"?/ ''IT" ~'" rii ..y \J' ---- u' I- ~ ~~o GRATE I 2~2*1~ ~ :.::::..-: .._._~~: U" INLET ''''''-' ~'..::.:.: ::::: -'--. 15 "RCP . W _'I,"Y' I "INV.EL..-2:38 ~~F. ::....:::.:: ==~7 =:) :: I.l~Jl .... . SIGN _ STORM MANHOLE 10" I ~ ";) ~ / RIM EL.-4.47 .,~~ K' _ '6'> 7)'9 IN~.EL..(->0.30 W .JJ.2'SIGN ~J - ~~ '" ~~ 'IT r / FCIR Y211 LB 6225 _ '? ~~ 'V ~~/ ALSO ~ ):tMLP - j ,0/ I n~ /FCIR Y211 PSM 3983 CONC. 10' ' 6~' 8'1 II!E k!m 0.50'N x 0.02'E APRON -'j'ji\~':7f\ ~ . 'N/12" ~ 7 S'CON / INV.EL.-1.55 N C. SIDEWALl< ~ It\lV.EL.-2.06 E \ l"r Il.. -, 0: GRATE .:'_ -__', 11.t INLET . I' I ~~- -_-::~ --Wf' -~ U I ~<9}~ 12 "RCP -;;~ !C-..' ;. === _ '__ -- -:~D - _ r~ I be9.? ~ 24"~ -" be~ - ~_ _ ~ (()(() I be7 - - ___ 1\;)' ;r ~ l- ~~~~E._IN(~~~.31 N - I\;)~ INV.EL.-1.1B S INV.EL.-(-)O,,27 W --- II I ~ --- 40.0' I I I I I II II (2) STORY I MASONRY STRIP.I MALL L.F.F .q.-6.06 I I 306' I . LOT 36 I LOT 37 BLOCK "B/I BLOCK "B" (PLAT BOOK 115, PAGE 80> <0 OJ q (2) STORY I MASONRY STRIP MALL ADDRESr -499 LOT 44 I LOT 45 BLOCK liB" BLOCK "8" GAS METER I I I I I l - - (J) CD o C/O 0 0 0 _ 0 0 ~ rr 0 SFP SFP -ei '"' --6- Q - ,,; - ICD ~ ~ 3: ;00 " Z ~ I .... , o V) ~ ..... ~ ::0 ~ fT1 f"I'1 I..... LEGEND ~ ---7 22.43 22.6B ~ ):( ..0. EL. FCM FIR FCIR FIP FPIP ORB PCP PG PB (P> ( M) (F) (C) (D) FND LFF. EL. WM RCP RM BFP MLP ID INV. SCIR SPKND FPKND LB CONC. OHW .-- FND.N/D PCP 2937 10.131W I I I -~~ - 1'\:: I I I I I I I' LOT 5 BLOCK "A" I ._" ='~ \-== d"~ I r*~ J 12" 1 ~6'J 1O~ <o~ - '<11 '7f\ v 81~1~\1dO~ --'?=. S06a 29' '7 .... ):t MLP , OO"WCP&"M> 350 OOiCp--.....- . 8,~f) 1.5' CONe. GUTTER --- ~ ~'''':>~ be' ~~ ~. - -- or ";). t:)C?> be' ?g, be' - - CONCRETE i'A.RKING GREASE ~ 0--- TRAP ~ l-n--~ - -~ . 0'1 ^ t ~ -0 - ""'l - - - ):t '-t6' I MLP '? 8" 1* CONCRETE PARKING (J) CD o o o o o o JTI , ~ I I , LOT 1 BLOCK IIA" ..... ..... OJ tv (j) MLP ):( I , LOT 4 ':) BLOCK "All ~. I CONCRETE ::::::: ~~KING I .-,- :::.::::: ::::::::1 .::::.:::- I I I I I ....... ~ .... , I ~6' GRATE " INLET IINV.EL..2.~~':N :::::::: I I I ~I , 12'~~ \.G 8" ~'8" LOT 3 BLOCK II All ....... "U .... ..... ..... OJ VJ CD I ",~y vy, SIGN q ,J1" 16'~' 5' CONC. SIDEWALl< --. 1\;).... be' ~~ be' ~- ~ ~1f.> IX'" p<- ~ll-. ~' --- - - ---.,- q -== (;)to - ~' 11-<0 be' ---L_ ----- t:)C')" be' fl,~ be' '"~ -L - S060 J2'41"W S060 29100"W~~~ SO.OJ/CM) SO.OO'CF') C?>":> ",.~ ~. ~ -"~ - -- -- 40.0' I FND.NVD PCP 2y37 ~t:) ~' 27'ASPHAlT PAVEMENT 1.5'CONC. GUTTER ~r_"':"::'- be' be"" be' , tx~ ~ o o fI) --:--- ";)~rr GRATE INLqT ;Y~" 1I.JV.EL.-(->D.29 S ~II. INV.EL.a(1.39 E -~t -- I ~I I ~ IJ'v I I ~ be' 60'RI PO GHT-OF-WAY INSETrA STREET ~~ -'-- ";). --- GRATE INLET INV,EL.-2.30 W ~I/ ~ MANDALA Y A VENUE & POINSETTIA STREET KLEIN &: ST A DB SUR VEYING9 INCo PROFESSIONAL SURVEYORS AND MAPPERS 8016 OLD COUNTY ROAD No. 54 NEW PORT RICHEY, FLORIDA 34653 OFFICE: 727-834-8140 FAX: 727-834-8150 LB 6928 I BOUN'"D.A.RY .+ TOPOGR.A.PH][~ SURVEY. I ~ o r 20 . 40 I I 10 = DENOTES WOOD POWER POLE = DENOTES GUY WIRE & ANCHOR = DENOTES EDGE OF PAVEMENT ELEVATION = DENOTES TOP OF CURB ELEVATION = DENOTES GROUND ELEVATIONS = LIGHT POLE = SIGN POST = ELEVATION = FOUND CONCRETE MONUMENT = FOUND I RON ROD = FOUND CAPPED IRON ROD = FOUND IRON PIPE = FOUND PINCHED IRON PIPE = OFFICIAL RECORDS BOOK = PERMANENT CONTROL POINT = PAGE = PLAT BOOK = PLAT = MEASURED = FIELD = CALCULATED = DEED = FOUND = LOWEST FINISH FLOOR ELEVATION = WATERMETER = REINFORCED CONCRETE PIPE = RECLAIMED WATER = BACK FLOW PREVENTER = METAL LIGHT POLE = IDENTIF ICATION = INVERT = SET CAPPED IRON ROD (5/8"), LB 6928 = SET PARKER KALON NAIL & DISK = FOUND PARKER KALON NAIL & DISK = LICENSED BUSINESS = CONCRETE = OVERHEAD WIRES E'.."" /'~' E..tliE.'. I... .q:;".. . '7 . m 1.'C1iiIl..... , ,.:a Ii~~ JAN 1 2 2005 PLANNING DEPARTMENT CITY OF CLEARWATER ORIGlt~i\L ~31\tMl:I\t31~ =10 A.UO _lN3l1\11~~~3a 8Nll\lN\tld ~OOl II G 83.:1 a3^~303~ to tn on C'1 cr; - SCALE: FIELD BOOK: .... o o C\J 1"=201 99150 ~ LAST,..DjTE OF FtELD WOR~ FEBRUARY 26, 2004 ~ ~ . - 02/27/04 BRUCE A. KLEIN. PSw. No. 52 FLORIDA REGISTERED SURVEYOR NOT VALID WITHOUT THE SIGNI 'llRE ANti ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER FOR: ELIAS ANAST ASOPOULOS .c '" u.. 36-52 c: 0> 't:l tn C'1 o o ..,. 1 OF 1 ~ ro DRAWN BY: PAGES: BAK CHECKED BY: JOB No.: XXX 040035.2 SHEET No.: