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PSP94-12
PSP94-12 535 SKY HARBOUR DR BAYSIDE NURSING PAVILLION R _WE csP9412.AVM i. 30 1995 Ch CLERK DEPT. 5e o-4 .S CITY OF CLEARWATER Interdepartment. Correspondence TO: Cyndie Goudeau, City Clerk V J / FROM: Allen V. Mahan, Coordinator, Central Permitting SUBJECT: Certified Site Plan for the Bayside Nursing Pavilion (PSP_ 94 12),. COPIES: See List Below IV ??C? DATE: March 30, 1995 APR 0 319 The Development Review Committee at its meeting of January 19, 1995 approve it ') , 7 (7TH subject to the following conditions: EARWAT R 1. Prior to certification, the final site plan must be signed and sealed by a professional Engineer registered in the State of Florida. 2. Backflow prevention devices must be installed by the City with applicable fees being paid by the owner. 3. Prior to certification, a copy of the SWFMD permit application is to be provided to Engineering Site Plan Review. 4. Prior to issuance of a building permit, a copy of the approved SWFWMD permit is to be provided to Engineering Site Plan Review. 5. A Pinellas County Public Health Unit Permit, Ingress/Egress and a 10 foot Utility Easement over the proposed water mains up to and including meters, backflow prevention devices and hydrants are required prior to the issuance of a Building Permit. 6. Prior to issuance of a building permit all required easements are to be'submitted to the City of Clearwater. 7. Prior to issuance of a building permit, a landscape plan shall be submitted to Environmental Management. 8. Prior to the issuance of a building permit, a clearing and grubbing permit and a tree removal permit (or a no tree verification form) are required. 9. Prior to certification, a copy of the SWFWMD permit application and calculations shall be provided to Environmental Management. 10.Prior to issuance of a building permit, a copy of the approved SWFWMD permit shall be submitted to Environmental Management. 11.Prior to certification, the site plan must reflect the use of raised curbs or protective timbers where interior landscaped areas abut pavement. 12.The rip rap/seawall shall be shown on the site plan. 13.Within a minimum of 90 days of issuance of a certificate of occupancy, an application must be submitted to the State Department of Environmental Regulation for removal of the rip-rap along Tampa Bay. 14.The plans are to show keep right signs on both sides of the islands. 15.The plans are to show stop signs and stop bars. 16. Signs and fencing/walls are subject to separate review and permitting processes. 17. The requisite building permits must be procured within one(1) year from the date of certification of the final site plan and all requisite certificates of occupancy must be obtained within three years of the date of certification of the site plan. 18. The dates and conditions for approval by the Planning and Zoning Board for Conditional Use approval and the Development Code Adjustment Board for variance approval shall be provided on the preliminary plat/site plan (added) and/or on subsequent revisions prior to certification (added) and/or recertification. As conditions 1,3,8,11,12,14 & 15 have been met, please certify the attached plans subject to conditions 2,4- 7,9&10, 13 and 16-18 listed above and distribute as below. Thanks for your assistance. A VM/avm cc: `$cott Shuford,-.'Director of Central Permitting - Bob Maran, Engineering Site Plan Review Michael Quillen, Water Resource Engineer Don Meerians, Assistant Traffic Engineer Victor Chodora, Building Official Cyndie Goudeau, City Clerk Lou Hilton, Senior Planner.. Steve Doherty, Zoning Section Supervisor Developer/Project Sponsor (3): Please call Johnathan J. Gotwald, King Engineering, 791-1441, when certified for pickup. Certified as a true and correct copy. On January 19, 1995,* the Development Review Committee approved a site plan for Bayside Nursing Pavilion. Witness my hand and the seal of the City of Clearwater, ida on ..',' this 31st day of March, 1995. ,•` ?" tkt • 1` IIIfF- Depu City Clerk t '•f??i ?.. yq s ` ,? Certification is subject to the following conditions' •• ''??f`' 2) Backflow prevention devices must be install ?y the City" with applicable fees being paid by the owner. 4) Prior to issuance of a building permit, a copy of the approved SWFWMD permit is to be provided to Engineering Site Plan Review. 5) A Pinellas County Public Health Unit Permit, Ingress/Egress and a 10 foot Utility Easement over the proposed water mains up to and including meters, backflow prevention devices and hydrants are required prior to the issuance of a Building Permit. 6) Prior to issuance of a building permit all required easements are to be submitted to the City of Clearwater. 7) Prior to issuance of a building permit, a landscape plan shall be submitted to Environmental Management. 9) Prior to certification, a copy of the SWFWMD permit application and calculations shall be provided to Environmental Management. 10) Prior to issuance of a building permit, a copy of the approved SWFWMD permit shall be submitted to Environmental Management. 13) Within a minimum of 90 days of issuance of a certificate of occupancy, an application must be submitted to the State Department of Environmental Regulation for removal of the rip-rap along Tampa Bay. 16) Signs and fencing/walls are subject to separate review and permitting processes. 17) The requisite building permits must be procured within one (1) year from the date of certification of the final site plan, and all requisite certificates of occupancy must be obtained within three (3) years of the date of certification of the site plan. 18) The dates and conditions for approval by the Planning and Zoning Board for Conditional Use approval and the Development Code Adjustment Board for variance approval shall a provided on the preliminary plat/site plan (added) and/or on subsequent revisions prior to certification (added) ar:?c/or rep ertification. . pp ~ I . 6 ~ I T - - EX, 12" ST. PETERSBURG „PARCEL C' ISOLATION VALVE I ' OP. .S B I ,PR T .B V. L ALL ELEVATIONS REFER:TO,NATIONAC GEODETIC VERTICAL DATUM (NGVD).. TO BE REMOVED TO REMAIN LEGAL DESCRIPTION (O.R: 2014, PG: 700 8 701) ® o TO< CITY 0~ CURB INLET ST. P ( ETER5LrURG :All that certain tract or parcel of land sifuai'ed, lying aril being in Secfion:l7, Township 29 i PINE 2. -THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN:AND South,"Range 16 Easi, imthe City,"of Clearwater, County of Pinellas and S1ate:of Florida, ` N RIM = 31.67 - /S ° WATER PUMP STATION _ ~ IE-NE - 23.56. 1T IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT more pdriicularly bounded and described as follows:. A I I ® o LOC TON OF THE UTILTIES PRIOR TO CONSTRUCTION IN THEIR OAK From the Norfheosf corner of BLOCK 2 of Resub'of Baskiris Replaf, recorded in :Plat Book , IE SW =-23.68 PROP. 8" WM EX. 12" CLEARWATER ~ SOLATION VALVE ~ VICINITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN 24, Page 42, Public Records of Pinellas County, Florida; run South 89°46'OI'Wesf, along the Z I~ 0 CC ° I ®®®Q®®®Q? ' , , THE AREA BEFORE BEGINNING CONSTRUCTION. ~ PALM North line of said .BLOCK .2;..60.01 feel foC a Point of Beginning; thence run South , 0°37`03','Wesf,'150:02 feet; thence run North 89°46'01"East, 60.01: feet;:'thence-run' Souffi ~ N00 13 59 W sT M sTRUC N S00 13 59 W o ~ I 0 30 60 120 ®®®®®®®i~®®®®~ 0°3T03'Wesf, `along the Easf line of said BLOCK 2, 1227.93 feet; thence run South 3.- ABOVE-GROUND OR UNDER-GROUND UTILITIES MAY BE IN THE AREA OF THIS 69°21'23 West 314:28-feef•'fhende Souih 52°28'54" PROJECT: PROCEED-WITH U MISCELI:ANEOUS , West;. 215 feet to a point an (fie CA TION -CALL SUNSHINE' AND THE,UTILITY IN CESSIBLE) ~ 8.12+~; s. ta= I 's~, ' ~4 I S .A,,f f 165.35, ~ ~I _ 5ouffiwesierly line of said BLOCK 2; thence ruri North 39°01'06"West, 1469.27 feet; (hence ' -0WNER(S}.BEFORE BEGINNING WORK. 1=800-432-4770...(5 DAYS IN ®®®®®®®®®~®®®-,I, - ~ --..W -50HW '~-~5OHW 60HW , : ~ _ - run. North 0°13 59' West- (along a' line parallel. to and 60 feet easterly of he .West line of said ADVANCE). : CITRUS ® ' BLOCK: 2) ,109.20' feet (109.02 feet Field); thence run Nocih 48°25'10"East, 322:93 feet; ------+~~~•v~ r SCALE. I - 60 . _ - s ~ _ ' L (hence"YUn North 89°46'01"East (along a line';pdrallel fo and t50 feet souther) of the North 1 ' ° Y 4 PR OR TO BEGINNING WORK; THE CONTRACTOR SHALL EXPOSE .ALL EXISTING ~ FIEDGE. - d line of-said BLOCK 2 -901.75 feet; thence run North =D 37.03 East, 150.02 'feet; (hence run UTILITIES'TO BE EXTENDED O CROSSED AND CONTACT THE ENGINEER AT o ~ ~,-'Q\ _ax, 50' TdRNING RADIUS`'9'`'',, :9 ' North 89°46'01"East alon the Nbrth tin f r. g e o smd BLOCK 2, 200 feet to Pomf of Beginning, 791-.1441 FOR VERIFICATION OF THEIR LOCATION AND ELEVATION: ANY Containing 33.44 Acres More or:Less, 'HOLLY ® EX. PAVED DRIVE s a a a ; - I ~VED DRIVEWAY 109.20. p` a +9s ~-t='-_ =±Fa-_ I ® _ II CONFLICTS SHALL BE BROUG `f TO THE ENGINEERS ATTENTION FOR , ' WITH.- GATED ENT GAT 5--6-w1L_.;~ ~ _.re-_ \ ~ a 1_~wrL ' ~,r \ ED ENTRY - - 4- - ~ I ~7ESfCxN'C~ROUP II`~G less RESOLUTION. # BAY ~a TO REMAIN. - - - . f G PRO S M s o s o ~ ~ II :MAIN ta>r I All that certain parcel of land situated, I in and bein in Section 17, Townshi 29 South 5; THE CONTRACTOR IS TO CONTROL ALL FUGITIVE DUST ORIGINATING- ON Y 9 g, p , Range l6 East; m the City of Clearwater, County of Pinellas and Sfafe `of Florida, more THIS PROJECT BY WATERING:OR OTHER METHODS AS REQUIRED. - ~ EVERGREEN ~ / s , '9~ ZONING LIN~1` SI1' T a~c+~ir>=cru~r=®PLANNING I ,aNW I r` 0.24- d 2 s - 6 IS(6'1 U.S. NWY 19 NORTH particularly bounded and' described as follows: ' ~ ~i.%^'15 s \ \ ~ CLUSTEER ~ i ` „ ' , I - ? I ~ 0 ~ PARCEI II REQUIRED ® SUIIE 22~ ~ i1 ~O 0 s~ ~ CLUST R 12 ` ~ EXISTING , - PROPOSED MIN. R MAX I 6.~'~ THE CONTRACTOR SHALL` BE RESPONSIBLE FOR PENALTIES/FINES LEVIED ' From tfie Northeast corner of Block 2 of Resub of Buskins Replat, recorded in Pfaf Book DUE TO WORK THAT IS NOT'IN ACCORDANCE WITH PERMIT CONDITIONS. MIMOSA ~ , f I ~i~ ~ ~ ~^°'~9 54' RCP ~ , 31 ' + CLUSTER + ~ p L~ I B PHASE II ( O GI.EARUbATCI@, FLORIDA 34624 I , 00'~ ~ ~ °gd°LD~ # :nova , 0 . a o , C I I A S E - O I ZONING DISTRICL CG RM-16 I 24, page 42, Public Records of Pinellas County Flonda,' (hence S89°46'01"W, alahg the North line of said Block 2; 60:01 #eet for the POINT OF BEGINNING; (hence S00°37'03'W, 7. 'ALL MA TERIALS,AND CONSTRUOTION SHALL BE IN ACCORDANCE WITH CITY : JACARANDA a ~ _ B 3~l a, ® ~ I OL CGRM-I6,OL N/A 2 I ~ EF : ~ ) ~®P ASE II el . 1-STORY 0 ® (Si3) 539-1.,25 Z E D ®L ~ , \ PARKI Q 1- ,USE: ACLF 'ACLF N A =AX (813) 530-1942 150.02" feet; thence N89°46'01"E'; 60.01 feet; thence S00°3T03;'W, along the Edst line bf said OF CLEARWATER STANDARDS AND SPECIFICATIONS: Block'2; 249,31 feet; fheriae leaving said line S89°46'01"W, 270 feeh more br less fo thee. - ~ ~ ~ECORATLVE: WALL T LoT 4 : PHasE ll ~ . SALES CENTER: I / I > Z \ I BUILDING `LOT. AREA TOTAL/31.91 AC,1,389,999 SF TOTAL 31.91 AC;1,389,999 SF ~ ® i BRAZILLIAN .PEPPER ~ cenieriine of a creek, thence Northwesterly along said centerline, 370 feet' more or• 3ess io 8. ALL BACKFILL OVER: ANY -PIPE STORM 'SEWER, WATER LINE` SANITARY - a point on a line being 200.00 feet South of and parallel to .the East/West centerline of said ` ~ WITH PLANTER CLU,~ 1 ~ I / I / x ~ , l \ I ® f E~E~, 31;5. (S~: FT: AND ACRES).. CG/274 AC 119354 SF' CG 2.74`AC,119,354 SF I - ,,~~°'~~_F_-BL CKr ~ ~ y 0 S, - -r 3 , „ I >GROSS AREA (WITHIN .PROPERTY LINES): RM-16/28.79 AC;1,254,092 SF RM-168.79 AC;1,254,092 SF CG 1 ACRE - - SEWER): THAT IS TO BE INSTALLED UNDER ROADWAYS OR"WITHIN THE Seciicn 17; (hence N89°46'01''E along said line, 260 feet more or (ess; thence N00°37'03"E; o ~ ~Py~ , \ ~ of N48°25.10 E` - _ „ AL/0.38 AC;16,553 SF OL/0.38 AC;16,553 SF _ , o AKIN `~::.~.e P \ I I ' 150:02 'feet fo a. point df the South right-of-wa line of Gulf To Ba 'Boulevard; ((fence EMBANKMENT, ETC:' OF THE ROADWAY IS TO BE COMPACTED PER DEPARTMENT ° Y Y N89 4601 E along said hne; 200.00 feet to the POINT' OF BEGINNING: OF TRANSPORTATION: SPECIFICATIONS, SECTION`125.8:3; 1986 EDITION EXISTING' BUILDINGS` TO /a~/ayv_ dl~ 1v 8 r., . - av J -210.73 I NET AREA (GROSS MINUS 8% MAX. FOR CG/109806 SF CG/109,806"SF N/A 1 / ~ 7 r r ~29g ~ r n. o. 1 9 \ ~ r PHASE II I VEHICULAR ACCESSWAYS: RM-16/1,153,765 SF RM-16/1,153,765 SF N/A I TO BE / 3 ' 1 r o ~yo ! ~ we 29 \ ? PARKING D e ^ , BE (OR'LATEST: EDITION). ,THIS ARTICULAR :SECTION"..SPECIFIES Contaihing_2.95 Acres More or Less,. Total of 30.49 Acres More or 'Less.. DEMOLISHED (TYPE COMPACTION TO' 100q OF MA IMUM DENSITY AS DETERMINED BY AASHTO T- / / x , , ~ rJ _,~o~ 9 = o _ _ I0 , s LOT , URGER K I G I OL/15,229 SF OL/15,229 SF N/A (TYPE ~ » w 4 ~ \ ~ I I 99. y ~ 5 ~ . i s•- ~ cq as ~ ° , ~ I ~ LoT wlDrHr" 200 zoo 100' ~,lw. i I GP, ~ r,~ ~Dp , w,~P= ~ s ' , ~ 3 0 S89 46 01; W _ 9, CONFLICTS OF WATER SANITARY AND STORM SEWER, AND UNDERDRAIN ' { ytn - , ~ . r ~ 3 , ~ LOT DEPTHi 1378 1378 I DO' UIN. ~ ,1 ~ t,,, , ~ _ a~ w~~ aH +s ~ ~ 135:20 'PARCEL A' ` ' SYSTEMS, TO BE=RESOLVED BY ADJUSTING WATER LINES AS :NECESSARY. ' »~~i~ ~ 1 t p B ~ o PROPERTY: LINE ail (1)DENSITY (BASED ON GROSS AREA): 'CG/94 BEDS CG/94 BEDS 48 BEDS/ACRE it \ , ~ r \ b - ,a~. ~ ~ (34:3 BEDS/AC) (34.3 BEDS AC That certain portion of ..Lot 2, BASKIN S REPEAT, according fo the map or plat thereof, .recorded a~' in Plat Book 24 a e 42 Public Records of Pin II : ~ 10: ,ALL UNDERGROUND<UTILITIES INCLUDING CONDUIT:FOR ELECTRICAL AND " p g e as .Caunfy; Florida,.. lying in Section 17, Township , Q / en I \ ps I RM-16/320-BEDS RM-16/416 BEDS 30 BEDS/ACRE I TELEPHONE CROSSINGS SHALL BE INSTALLED'PRIOR TO' PAVEMENT ~ 29 South; Range 16 East, Pinellas Caunfy, Florida, described as follows: \ j ' CONSTRUCTION. oQ Q \o` ~ • 9 rrr4„29s7 a? ~c 4 \t •s~ ° ~ „ I 11.1 BEDS/ACRE T4.4 BEDS/ACRE: I. / a ~s o ni r ~ 1 r ~ ~a ~9 ~ ~ 29 s s , ~ _ A~CD ~ ~ ° ~ N48 24 08 E a9 ~ N41 34 5O W ~ I 1 '~0 ~ , •`T6($1sS6.'r I , ~ f ~ , s ~ BUILDING COVERAGE.(SQ. FT. CG/12,206'-SF;10.2% CG/12,206 SF;10.2% CG/40% MAX. From the northwesterly corner of .said Lof 2 of a resubdivision of BASKIN'S REPEAT as recorded 0~ ,5 1 ' ° ~ \\24 2~ ~ 31,53 I AND %'OF GROSS SITE): RM-16/188,789 SF;15.1% RM-16/201,799 SF;16;1% RM=16 45%`MAX. ~ g s~ 's ro ro , 2 . \ 2 1`H J ~ ~ oAs \ k _ / 'r \ ~ F , 1 6 d IS s ~ \ ,`~?9z 3"1'.81 I I OL/O:SF OL/1,377. SF,8.3% - r OL/30% MAX.: I \ ~ in Plat Book 24, Page 42; Public Records of Pinellas County, Florida,'and run'fherice 11. 'THE SANITARY SEWER AND POT,46LE WATER WILL BE SUPPLIED BY THE CITY ~ N89°46'01"E Gj ~ 60.00 feet .along. the. northerly. line of said Loi 2; (hence S00°13'59`'E, 190.00 OF CLEARWATER. \ ~V,;;' zs.oy Rs s.~~" r 2,~a 2s ~ ~ ~k ~ ~ ~ 20 PROPOSED DRAINAGC ~ I feet for a Pdint of Beginning; .thence continue S00°13'59' E, 165.35 feet; thence N48°25'10'E; 210.73 feet; thence N41°34'50''W, 34:81 feet; thence S89°46'01 W, 12 A 5-FOOT MINIMUM BUFFER WILL BE MAINTAINED BETWEEN PAVING AND a a ~ 2 \ -x m 29.7 2a. - S__ ~s , yti"5 cs`2s ~ 'rw : •s \r'\ _ ' _ a UTILITY EASEMENT GROSS FLOOR AREA AND F.A.R.: TOTAL 281,364 SF;20.2% TOTAL 293,623 SF•21.1% t 40r MAX. I~ _ r ,5y, , t~ >F 29.55 f r" per,'- "'r-_ ==1" ti. 2819 _ (6 ~ ~ ~ \ CG/67 360 SF 56.4% CG/67,36D SF 56 4% ` I ~ ` 135.20 feet fa the Point of Beginning. Containing 0.34 Acres More or. Less: PROPERTY LINES. ~ • ~ g9r+ g6,,rr.-~'r~~iL~_---° 2g o ~ ~ \ f I RM-16/214,004 SF;17.1% RM-T6 223,919 SF;17.9% j x rr~;i l ~~.`a~ M 8S a , \ ~ F ,X ~ ~i I OL/O SF DL 1,377 SF;8.3% I T - EMPLOYEE.PARKING... m a~~ : 0 2s~3 together with 13...PROPOSED SANITARY SEWER L~ ERAL IS 6-INCH DIAMETER .UNLESS: : 0 1 'oo~a < 0 E 4 CP ( I o ?s~3- , \ 9 ` e•, 0u FALL' TO X. DIT \ \ L,~: I ~ I. oTI~ERw15E NOTED. PARKING SPACES ALOTTED -FOR '8 1 q °okJO, \ ~ ~,i EXIST SAN MH ~ C\ ~ LE'= 2.60 0/ ` ~ i SETBACKS (ALSO INCLUDE DIMENSIONS 7g. „ + A 67 \ ti \ ,25 I ON SITE PLAN. DRAWINGS) ~ ~I ' ~ ~ 1 ~ N RIM r 29.7 ~ t~~ ~ \ s, ~ ~ „ r s ~ r a Cr e. ° t i1 FRONT:. - - _ I 0.31", ' PROPOSED 120'BED EXPANSION TYP . A fr-ad1 of land Jying within Section 17, Township 29 South, Range `16 Easf, Pinellas `Count , ~ ( ~ ~ ~ Y 14. :.SITE LANDSCAPING WILL BE IN ,ACCORDANCE WITH:SECTION 136.023 OF ~ o•- •~o --'s9' Florida and being more particularly described as follows: THE CITY<OF CLEARWAY LA b , ,/%,5~ I ~ s'~` ~ IE N t .2$:7 ~ ~ x \ \ ~ I RM 16 28 RM 16 28 OL 25 RM 16 25 OL 25 ,~.-,.s9 ~ 1E s,W, _ 6. 5 ~ .S T, ; APB ox, , - N89 46.01E I I I v ' •s s y;% ~ DEVELOPMENT CODE: LANDSCAPE AND ° PLANTING PLANS WILL BE PR PARED BY A LICENSED .LANDSCAPE ~ ~ 00 9 ~ 9 \ J te~+"~ ,,,1 , r ~ ~ 8 s ` , 1 - ~ , I SIDE: RM-16 15' RM-16 15'/OL 10' RM-i6 12'/OL 10, ~ I 09 k ~ ~ ; ~ ~ , .~2 cA~TION, ~ Ia 9.37 I I Commence of the .West I/4 corner. of said Section 17 for a_,Poinf of Reference; thence N89 4601E s ao - o' 9 blon the East-West centerline of said S cti ~ ARCHITECT. _ EMPLOYE s,~ .9 , g e on 17, for 2233.81 feet, iheoce leavmg'smd line - E PARKING , e~ ~ ~ ~ 0 31 ~ , , , 27.75 \ , , ~ ~ I I o ~ , ~ , -'~T H REAR: RM-1680' RM-16 80' OL 15'' RM-16 15' OL 15' i. 9 ,,r 911 , , ~ Bl , ~ / / ~ ~ S00°I3 59' E for 405:211eet; 10 the P01NT OF BEGINNING; thence N48 24'08' E; for 310.53 fee(, 3a , 15: LOCATION OF TRASH DUMPSTE S TO BE COORDINATED WITH THE 61TY OF i'~, 1lience N89°4601"E tar-. 9.37 feet, (hence S48°2510; W, for 322.93 feet, thence N00°13'59°W, for PROPOSED FIRE MAIN ~ MIN. ~'•o , : ~ \ ~ ,t, , ~ r \,a ~,~,,.o , ` ~s, ~ S48°2510 W ~ ~ ~ / ' w s ~~o ~ \ 2q5' ~ I BETWEEN STRUCTURE: 20' 20' ~O FT. MIN, -8.12 feet; fo the POINT OF BEGINNING; and confamin 1946 uare feet more 'or less. - CLEARWATER SANITATION DEPA TMENT. ( ~ ti , I CLUST -0 J 0~' I 5~ _ , i o ) ~ ~ ~ „ ' ~ ~ ~ t ~ ~ 5~ I I WATERFRONT ~ g_ \ g „ ~ , ~ a,, s 1. 1~w TOP OF B NK ~ ' 322,93 .,L/~ I- \ 8 , ~ ~ , lN~~, ~r,,•CN\iw~',. X18 1 III -:I - ~ ~ _ Total of`0.38 Acres More:br Lese. 9 9 9 0 ~ ry~ Lr 1 a • r , r , I. ' ~ ~ ~ „ r r ~ , , c>~ ~ ~ , I XST S MH a, ~ S DE N/A N/A N/A I 1' , ~ „ ~ r ~ ' ~,r , P ( RIM = 8.37 I , AR 16. THE SITE IS LOCATED WITHIN: FLOOD ZONE "X" .AND. "AE" AS SHOWN ON EXISTING :.BUILDINGS TO BE ° a "I P CEL '8' FIRM FLOOD INSURANCE RATEiMAP -PANEL:.125096 - 0017 D; DATED a a ~ . ~ r ?k.59 SA ,'I. it Ir ~ \ ~ ) 1 , ` r ~ , , , ~ 1 REAR: 80 80 25 l„ r% P SW = 7 1 E 1 1 ' A000ST 1s 1991. DEMOLISHED (TYP) ' ~ f °a s 'i. ~ A parcel of submerged land in Old`Tampa Boy. in Section 17, Township 29 South; Range 16-East, , ' e,, l i \ , OND 8 , , ~ ~ 3. I -HEIGHL• RM-16 T STORY - RM-i6 30'. RP.1-16 30' ~ ~ „ r r ~ ~ ~ ~ „ , r ~ . TOB=28.5 , \ ) ~ I I I 17. ALL PRACTICABLE<AND NECESSARY EFFORT SHALL BE TAKEN DURING , s , Pinellas County; Florida, more particularly descnbed as follows: ~ CONSTRUCTION TO CONTROE`AND PREVENT.. EROSION AND TRANSPORT OF ~ ~ ~j9 + q~ ~ 1 I \ v / ~ ~ , ~ ~ I ITH BONUS PROVISIONS (IF APPLICABLE). 32.5 ~ - I ~ I ~ ; i SEDIMENT TO SURFACE DRAINS AS SPECIFIED BY THE CITY OF CLEARWATER ~ cLU R 9• ~ ° j ' From the West Quarter ,Corner of said Section 17, run North 89°46 OI" East alon the East= 6' ' m . st ' , ~ g EMPLOYEE PARKING ~ ~ ~ ' - , ~ ~ , ~ West," centerline of:said Section: 17, a distance of 2755.49 feel°io the center of said Section l7; EROSION AND SILTATION CONTROL POLICY. • 3 ~ ~ , it thence Souih 00°20'13" Easf aloe the- North-South centerline of-said Section 17" a .distance a a6 , ' r ~ r r t'-' ~ ~ 1 I ~ i I; PAVES VEHICULAR AREAS S0. FT. AND % `Total 217029 SF•15.6% Total 23624 F•1 % ' i a~ ~ ~ 1m 9 , r ,r ~ ~ ao F .90 ( I OF SITE): ( CG~6,194 SF;38.77, CG/46,194, F38.7%.0. NNAA ' of 1,174.44 feet;'ihence Souih 30°01'06" East aloe .the Soutliwesferl .line of L'ot 2 of 18. 'NO'"TREE REMOVAL OR LAND ALTERATION SHALL TAKE PLACE UNTIL A ~ ,~9~0 2s.4 °sry ~ - ~;o~ -Resubdivision of'Baskin's Replat as recorded fn PlatgBoak 24; Pa e 42 Public Records of Pinellas PERMIT HAS.BEEN ISSUED BY THE CLEARWATER CITY CODE' CHAPTER 98. ~ ' ° J - ~ ej dd _ , ~!'?"4 N w ~ i / i 1 I ~ 90 - _ . - - ~ i RM-16/170,355 SF;13.6% RM=16/186,537 SF;14.9%: N/A ~ County; Florida, a distance=of 561.78 feet fo the mean high -wafer mark of 01d Tampa Bay and the ~ THE CONTRACTOR IS TO EXERCISE EXTREME CAUTION IN THE VICINITY OF: ~ @~. ! - ~3'; n r r .1 , i ~ o ~ 4 ,a~ , yl,+- IC ~ , i-, ~ OL/480 SF,2.9% OL/3,514 SF,21.2% N/A I + DRY R TE~lfION AREA ~ ~ ; I,~ (5 , - ~ ~ I I' Paint of- Beginning ;:Thence continue South 39°01'06" East along the extension of itie. said TREES TO REMAIN AND IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM \ - oitw~ ~o• ~ southwesterly Ime of Lof `2 a distance of .,236.63 feet; ttience South 30°00' East;. a distance of 'HIS WORK OR ANY VIOLATION OF CITY OF CLEARWATER CODES. , ~ \l ~ , i i °y GRAT (1QLET ~ , r, ~Il 1, r_---- : - ~ I OPEN SPACE Total/1,015,853 SF;73.1%: TotaIf937,892 5F;67.5% ~ ~ 'I 815 OO feet to the bulkhead line as established, by the. Pinellas'. County Water and Navigation ~ o - ~ ~ \ . . r Control Authority in meeting'.-January 8; 1959-and formally approved by the Trustees of fhe`Internal s£ `~o + ~ ~ 6 ~ , , 1 } ) I I TOTAL FOR THE LOT (SO. FT. AND % CG/56;974 SF;47.77 ' CG/56,974 SF;47.7% CG/15% MIN ~ . 9 V 1 ~ = 22:04 + ' I , ~ + ~ ; I ` OF SITE):.: RM-16 942,603 SF;Z5.2% RM-16 869 946 SF69.4% RM-16 35%. h",~N. ~ , , 5 ~ ~ I, mrr I / / 1.1-1: ` m ) ~ f ~ ~ ~ , ~ tE 5 = 25:64 `-_J rl ~ l I, ~ ~1,1 1 ~ I OL/16,276 SF;98.3% - 0 10;972 SF;6fi.3% OL/30% MIN. II pI 28.54.. ~ ..Improvement Fund in meeting May 19, 1959; thence. northeasterly along said bulkhead line being \ ~ a curve°fo the' ri hf of 3,400 feet, radius chord bearin Ndrih 41°15'43" East; chord distance o+ PR0 $ED~~2-STY ` ~ 1 ;i ~ 90~ l ~ ~sd~ IE S = 22.19 I,, If ' , , . ,1 , ~ ~ W , 'Is ( I . ti ~ . , , „ ~ ti h ` a 49 T0.': : ~,QO; QED ~s 438.03 feet, "arc length. 438.33 feet; Thence North 30 00 West a distance of 674.29 feet to the 13._.6 MINIMUM CLEARANCE c0:;,~ 1 , ~ •s ~a , \ ~ ~ IE NW - 21.71 , 1 6 ~ ` °t ~ S. ~ ~ , i I'~ 11 I I , ~ i I -FOR THE FRONT YARD (S0. FT. AND % CG/5534 SF;61% CG/5534 SF;61% CG/50% / I OF REQUIRED FRONT YARD i ~ ~ ' intersecfidn wiifi'ffie sduinerly extension of ahe easterly-line of 'said Lot 2 of Resubdivision of as, R »o . ",'.EXPA IONrj e p g y AT PORTICO .~~2 ~ ~ \ \ ~ Baskin s Re tai; thence. Nor•ih 00°37 03 East clan smd souffierl extension 359:07 'feet,. more z8 L~U.:. ~ . 0 , \ ~ ' ~ s ~ ' ' ' ~ ~ ~ ' ~ I CLEAR SPACE WATERFRONT PROPERTY : N A N A N A ~ ?s io ~,,p?°.... ~ or Jess; io fhe`meon High wafer mark of Old Tampa. Bay; thence southwesterly along said mean ? at v POND A I hi h water mark 662 feet- mar r I ' ' a ~ W g e o ess, to the Point of Begmmng, coniaming 9.66 acres, more or s4 ~ 24 c 2 z 12~ . m ~ TOB=30.75 i'''/. f~\~~ Ali ~ 1 III' ) @ ~1,1 I - ( ) / / ~ 1 i ~ 0 L ~ r I ~ , I, I, 1 ~ ~ ~ I EXTERIOR-PERIMETER BUFFERS. 5 5 5 ~bIIN. less. Upland Total of 1.04 Acres.: ~ ~ 0 s < . 50.75 + ,,J , ~ t~ ~C-Ct~TER I ~ , l 1 ~ ; ~ I- ~ I I ® 1 ~ 4 I , ~ 1 1 ~ ( ' I I I PARKING tOT INTERIOR LANDSCAPING I p~ \ 7 ~s~i,~~~ , ~ I ~ . ~ ~ ~ I,l I , ~ ~ ~ ~ (SO FT. AND % OP PAVED VEHICULAR - Total/34831' SF 16.1% Total 35,415 SF;15.0%" ~ I VJ >f / 8 ' ~ f I,~,~ , , 'I I I I ~ I AREAS: ALSO, DEPICT ON THE SITE PLAN CG/5,732 SF;12.4% CG~,D79 SF;12.8%- ;150., 5 1 ~ `Iti ~ 1 r I , ~ , ~ I DRAWING BY SHADED/CROSS HATCHING: RM-16/29,099 SF;17.1% RM-1.6/29;336 SF;16:8% 6~ 141N. ~ I ~ ~ e , ~ ~ ~ \ ~ 6®/ ~ ® \ ups } GP , 2.2 2 ,I ~ , I , , ~ ~ I = OL O SF 0 O SF ~ ~I a ~ ~ , I I 5 , ~ I / L~ I / ' ~ 0 ~ ~ , ll l , 1 ~a I l I PARKING (GIVE APPLICABLE FDRMULA): 369 389 300 I ~ ` , ~ ~ II I , l ~ I ` INCLUDES 3 H.C. INCLUDES 8 H.C. r - ~ KING ~ 1 , .T i I (Y\ _ i r ~ ~ ) ( ) ,StE , AR I ,A` 824 ~~81 2~;F55 ` R.':.'.'.. `'~V „!...°~ro..:'a~ i \ 8 .2. ~ ~ p\ / d " ~ @ i ~ ~ ati~ ~ 1 \ ~ ~ , , )Ill I ~ ~ ~ : 8 I cALCULArIONS) ' I ,°tl~ ~ 285 ~''°jK~ 2i 2~ ~ 7 y40 OF / 9 aQ F~ G ~ ~ ~ I I I . r. / ' ~ I I 1 RM 1624 1St urnts pereadreh w thb 2 beds pert umt48 30 beds/acre 3 ~3? ) , ~ , , I Ill r,.,r ! ' ( I ~ I j . ~ I , , r i I I I ' XIS T N, > I MH I , -:-11 - 1 \ys I ~.s+ o~ \~\~\...26 I. ..a-` 1. ,~,.am'~.. ~ E _ _ ~ ~ ~ ~ ~~IM = 3~d ~ 9~' I 111 ~ , i Iii . I f i i; ~`~a ' I. I. ~ ( - PARKING CALCULATIONS it ' I~ NW = 27.3 °d~ 1 , l fit,', , „ , I , ~ I I ~ ~ I I , / + rs \ ~ ~ " ~ off, DRAIy~~ i ® ~ ~ .f~r'~S€ 73----=--- - l ' ~ , ~ , Iu I ,r';<, ' i ~ ~ ~ ~ , / I ~ ACLF. 390 BEDS @ I SPACEI2BEDS = ' 195 SPACES - / ~ , ~ , , I' ~ I ~ , , r ~ ~ , I I "7G EMPLOYEES @ I SPACER .EMPLOYEES = 38 SPACES r ' I ~ ~ , / ~ l I ~ ~ NURSING 120 BEDS @ I'SPACEl2 BEDS _ 60 SPACES i , r ~ ~ ~ , , ~ , i.. ~ i ~ r~ i r jrr , „ I l ~ r s 1 ~ I ~ 293 SPACES. ~ I (1 r/,r'~r~ , 7 i'`.''`. 1' i ,a~ II'I r p ~ I, I SALES CENTER: 4.5 SPACES11000 SF FIG ~ ~ , \as ~ G _ ~ Loy 36 , 7j 2 6 , 3~ ~ i i ~ I I •,/,;j{,.,,, rj .r r r :J I' J ~ ~ 1 I ~ I _ @ 1377 SF11000 X 4.5 _ 7 SPACES .ILL. I : I T ~ ' ~ ~ 1 1 / r,r~ ~ 1~ ~ .-,:',Ili I I ~ ~ ~ , ~ o SPACES , l I , L ~ s\ o ~j ~ ` CURB INLET ' Ito ~ • i ~ ~ o~ ~ s~ I , or0 0: ~ - r ~ THROAT _ 2 .78 L r~ L ZONED C I I CURB INLET ' (l ~ ' I' i i r ;I ~ . r , ``r' r ~ ( ~ I "NUMBER OF EMPLOYEES. AT MAXIMUM ' THROAT.. _ ..25.78. r , I I I I ( ' SHIFT INCLUDING SHIFT CHANGE (ACLF) > ~ '~2s Y / , i s5 E N = 22.13 I I ~ ~ ~ ~ ° 7 , - sLDC n ; ~ IE E =:21.95: IE N = 22.13 rrrr - ,r% ~y i i ~ ~ ~ I IE E = 21.95 : h~ ' ~e ~ > f , ,,I, , , I c ~ I ~I III ~I L ~~':~{I ~ ~ ? ~cd ,~,am* 29.79' ! a l r r , ~ oy' ~ - / ~ FF = ' IE S 22.16 ,I IE S _ 22.16 i r~~ ~ ; 7 ~ rrrr , , ~ I ~ ~ , , ^m.~ ~ - , ~ ~ / , r, I , t i0 i i ~ _ - r _.I I ~ yea.. ~ i i ' .-i-. , , ' - - - ~ , „ . _ : . i i II 8 R /~\6"• $ : ~'°sl 2E64~ ~ \9Q $ ~,y~,mg,~' °aw , : , 7, j ~ i g 1 ~~~ap $ I Qt1~ 'Bye 1~~ , , 1 @~ l ' 'r, '~°°,a~ PHAS sl~°I`a~ r`rr fr~/`, I I ~ l ~ I i a I " ~ ~ I , / PAR G ~ ~ , - r r ~ i I ' § / ~ e (t80 ~ 26:4 ~ - , i' . ~ - r ' , r~ l i r1~ ~ i L-~„ ~ I ~ ~ \ S ~ ~ 71"\ 5 / aH~ 6.1J'"'f'.'cy-:.CPT £F~L16P~j j , , it r i i I t ~ / ~ , 6.30':.26 Sgtr~u^ 8pg @ , ~ , L, I - i r ~ ~ , ) EX1STiNG PROPOSED I , \ 5 0 A ,r ,7 , , °ti `'~4+----- C'b1~8 I UEP` > / i . ~ j EXIST SAN MH ~ n r ' r / ~ V. _ 7 ~ ~ \ / N RIM 28.02 ~ THR.OAI~~~ z''2''j.78 j%'-~~ I r~ > ~ ~ ,I'' I ='rr ~ I .`--~_5--- CONTOURS 6,0--~ , y t \ / / JE NW-= 22.28 ~ : ~ r IE E ~ Fh i!~ ' ~ ~ rr / ~ IE E - 22.17 1 IE W -,2\~"~ ,i. ~ ~a ~ r \ C~ ~ ~ ~ F~ ~ ; i ~ ~i 15' PROPOSED DRAINAGE & i Ie~ +r, ; 24:00 Mq Eq I I , I,. ~ i ~ ~ SPOT ELEVATIONS a \ ;r i ~ ~ , ~ / IE W~= 24.22'' 11 g ~ ~t ~ ~ ~ Rk 'I ~ ~ i ~ ~ UTILITY EASEMENT I I I a POWER POLE NfA ' I ~ ~ ~ r ~ , , - ~ - I , , I I , , L~-__, ~ r I / ' I I HT POLE NIA ~ ~ I,I II ~m ~m~~:. ~~`-.J III ,I 1..1. - _I r / - - ~ ~ , ~ it , \ ~ ~ I I ;I;' ~ I GUY WIRE ~!l.A I ~ ~ I ' ~ ~ ' , , , I I r~ Ir- ' =-'t ~ I' I ~ ~ ~ , ~l ll, r, rr I ~ ~ , i . ~ WATER:'.VALVES NIA , 'r I" ~ ~ I I I ~ ' ' l 1.111 I r,.,, 1 ~ r I I + F.H.A. FIRE HYDRANT` ASSEMBLY. a ~ s , „ t . , . I ,,,rr,, ~ I . I . , , ` - ` r ~ , ' .SIGN NIA. ~ ~ 111' ~ lj r - 'I iil I I E~~ . \~j I I~ ~ v - ~ , 1 I III ' /e I \Q ~ ~ ; ~ ~ , ~ ~ ~ 1 ~ / 110 ~ ~ , r II ` ~ g @ g , ~ 6 a^:. III S S I ~ rr ~ - _ - _ - I r I ~ ,4~a / ~ I i . , Il ~ r ll I ZONING LINE.. NIA S F.C.M. ~ _ / r r • I ~,-~3 i ~@ ; II ; _ ! I ~ L ( " , \'r a~ r 1. ` ~ ,g ~ ~ l { ~ I ` , , 1 - - - - - - - - i _i 171b. ANODE AND GAS LINE NlA 1 r - - Vii' 'r ~ I$ I _ I i / / I I J V- I ~ ~ ~ I , I ! l: IJ °7 SANITARY SEWER. WlLATERALS ~ ~ . r.~ I I ~r ~ I I / ~ ' 7~ ~ ~ I I I I ? G TE I LET II ~ ~ t~ r I - ~ I < I STORM SEWER WIINLET , , RARY ~ ~ .r , II ~ ~ ; , ~ LIB / 9 Q \ \ 3~ i , ~ I / IE = 43.6 ~ ~ , it I ~ L I , J , ir. i r ~ ~ ~ I I N/A TO BE REMOVED' 1 \ ~ ~ r-, ,i ! / ~ \ IE NW = 13.19 ~ ` L. I ~,``-_____~,I ~ I~~~ I (-I l !r ~ ~ I ; I ~ PARKING SPACES Iz _ f ~ ~ } I . , ' a ~ 1 l' l_ ~l 'I I I ---w---- WATER MAIN \ \ \ ; I ~ ~ c,, , . G' ; ; ~ \ ~ \I ~ . >~°~(~l~~~l' GAR D ~ ~ - _ R `~00 ~'O NE' X : ; ' . ~ ~ . ~ , i I) ~ ~ mfg ; , , 1 I ~ ( I X ,~i I ~ , , I C ~ I I GAS MAIN , _ , \ ~ _ ~ I ~ ~ t ~ ~R,~~/f~NT ` > fi-- =~YR\\FLOOD'~"t>~i~1N~ J , , 1I ~ ` --s---~a-- , \ \ ~ l t ~ ~ ~ . it ,-•~-----1-_ , ~ , , ` i 1 I .p ~?~~4-~--P-~~fd'1` L I F EI L S E R V I C~E~S - . --a~_----,- ~ ,r ~ F1', \ I i ~ I l NUMBER OF BEDS' PER UNIT.... N!A 0000E (D ~ \ ~ ~ ~ ~ ' , ~y ~ \ ~ ~ ~ , ; ~ , ~ C/O B ~~~EW GARDENS _I- ~ ~ / ~ ~ ~ , FE A FLOOD / I 815.00. D7 ~ \ ~ ~ . ~ ~ ~ ~ ~ ~ \ , ~ ~ , , , , 285.5 F T-O=-~ I` ; r~ . ~ ~ ~ : \ , ~ ~M I r ~ ~-BLVD. ~ ~ ' _ ~ ~ - / , ~ ' . I# / ~ ~ I I NIA. INTERIOR LANDSCAPING. ~ ~ / j\ ~ ~ ~I ;I~ I NE LINE , ~ ~ I I \ ~ ~ ~ , , ~ CLEa~W TES', DA 34619 ~ , r, ~ ~ ~ \ II 11 \ \ ,I` .+C~/. .1 ~~Pn~` ~w~ °~ma+ i / ra\ V,~/ ~ \ ~ 111, - - \ «~a a~,~ i ,1~. i ~ ~ / d ~ I / ~ ~ I .N' \ ~ r \ : JURISDICTION L LINE \ ; ~ - / , , \ ~ ~ LX.~E~~NDI~A.~-;PARKINS X1,1 ~ _I - O MEETS ST ARDS d I I VICINITY MAP - - / GRAZE" LNES-T -4 1 T ..13.06 -T ~ \ ~ / = P~~ISfONS 06 3 - I E4:r- x. 24 I \ I 1 12116194 ADDED PARCEL ''B' f I AND REVISED Q o LE.=7, 21 z \ 1 / I SITE DATA. \ ° 1 ;'r,, \ ~'A\ { 0\ l ~ - \ N00 36,'5 I 1 w 2 01/12195 REVISED TO 9 E 150,02- I ~ I J c ~ • _ . I / ~ ~ I ADDRESS DRC W4, AC. t COMMENTS. - 3 3 02, 5 ADDED 4 P N" UPLA DS o O~ ~o = 3:30 415 ' > 1 I a rc DACES & SANARY 5 r - WTL BULKHEAD LINE 4 1 \ \ ; Z _NE LINE ` \ I `o `EWER EAST fE 5 r. 1 FLOOD ZONE X \ r 5 a. 9 JK \0 14~ , " / 1 ,r - Skor? mleis x, ' i I I a > PANCt ^r 14 W_ L < LJ a I 4/ / 17 x, (D 11 I PARK ° Q 1?1? 'EVISIO PLACE N „ .L A - ANT. RC 15' PROPOSED',S,ANITARY I~ -~i 1 , yr / I I Q x. nrtar Manhole -I GULP-TO-BAY , AD BLVD ° w C,h CIR., DED FONuo, 15.57 a 5 V,17 - Z k, SEWER EASEMENT \ - -a, 1 ( o REti.: ARKING SPACES AN' ~ i I , I m A!Samt o-r `Y Man z N LE. -,1.6 NE) / i .E. = K 63 1,7545 o° REVISED SITE DATA. FLOOD: Z E- 9 l) m e eo6eRS SAVED" 4 TREES IN N.W. =`/I LE. 0.50 1 < 2 X. INDICAP PARKING a ST LEI. = 10. S) 0 < S, / \1@ 1 43 s m 'CORNER OF PROPERTY. _ L !o ZONED C SP . CES i B .:MODIFIED REVISIONS TO PARCEL C EACH / \ I 5,, HOUSE / ! f -1 O , / V Cf CLEAFWATEF Y... I 27 „-r( 0 } U5 r G \C \ ( MALI N DUMPSTER AREA, SERVICE l a• s o THORNTON ,AV , , ePO Q, ,TO ME T D STANDARDS : 'RD ° AREA, RAMPING ADDED PONDS L® / TAMPA , c, 1 - - - - -1- _ - - - \ / q y.\ X20 6 " 4 ; 0 ! I DRUID RD ° TYARDS 8 PR POSED ,20 7l w i v i G 0 > 1: COUR 0 l r i orb AB \ ® 1 STORM SEWER OUTFACE > or Io "A 01 P' • f;,i PROJECT 5 1113195 REVISIONS TO "toNE 6 I`L O® /11,15 ~9 1 10,12 5 6 7 ^ i ~F * 1' 1 2 12,8 , X11,15 SEVILLE SITE PARCEL "A"-PHASE 11 ADDED 4 f f L - - - / 1- f 1 ~/5 t C BLVD. SEVILLE 0 souaPE REV 'PONDS'STM STRUCT. ' - y 17 0 pgQ. ® / Cf _ ADDED, M LSr<Y,HARBOR DR t EX. SEAWALL t q 17: \ / 0 I ! 1,22 . 5 O G~ '~fi`! I I REVISED-,SITE DATA. Vyc o s F ! 120 ° R I I TAMPA „ EX.<Sicrr leis TO BE REMOVED ~ t° ~ 0 0 e l I I"/ J O/ f%/i, I sav PARCEL C REV. POND: A r/- y/ r' I ) r'~/,/ I D P. ENCL., ~-WATER SERV. y / 11 020 5"Il0 ~0 Q/ OD 1 I; I S, RCE,gOOF-DRAWS \ JURISDICTIONAL LINE 14 27 1.... , ? r!~ 20 E 15 / - - - - FEMA FLOOD b - 0 - ~2 24 ~5 0 27 J '!.h l --.'12- I-- I. N ZONE LINE ` cp. 8 - ~ ~ i ; ~ c, - C---- r ' I I 28 71(.1- r ~ I A C13=N4I'I5'43"E (D) ---77 11 y--- -=----t--- \ 1 23id~rIJV3103pl F C=438.03' 1 41 ' 7 / l I /I \ I C , S ONE, L _ A=438.33r NO0 36 59 E\ , 6p - , 20p , _ _ I 1 - _ I I - t-~i~ f- N00037'03"E D 359;07' D 3 5 . 18 330 20, - -24/ 8,7,6,6, 12p 0 12 a ~mm~ «•~1 _ --T 9 15 - , 10 2 22 X14 { p a i 09 20 _ X29 ( FLOOD ZONE X Ex. Sanitary `Manhole o- ~4- 7~ ~ I I 1 nhol',°9.1 ? 0 I 1127.93 c ;L I b~ SL) R. E. 13.65 ° I.E: 9.81(NW) EC. 17, T 29, R 16 0,A.N/CHECKE I_ _I _ _S~89 45 57 II I o N30 00 00 W D n I.E.. 9.90(SW) J L -6Q-01 I JOB I 117Q-001-000 674.29 D ZONED FiM -16 - N SCALE • ' ' ALLAN J.. STOWELL N,,. I 12-1-94 2873 THORTON ROAD r CLEARWATER, FLORIDA 34619 - ,r.14 _ w. ' ~ - D~>4WfNC~ O~ id i .CURB INLET ig ??????????o?? N RIM = 31.67 ' PROP. T.S.BV 12 ST. PETERSBURG WI a OLATION VALVE - ???????CI????? ® IE NE = 23.56 IE SW = 23.68 ' TO CITY OF - _ ST. PETERSBURG a PROP. 8'' WM WATER PUMP. STATION o + 0 40 80 ~ ? ® N00 13 59 W STORM STRUC I s EX. 12 ' CLEARWATER I ~ ° 13' 5 9'' W ~ I ~ ISOLATION VALVE I INACCESSIBLE 8.12 ~ ) \ t~ 8.12 _ ~s ~ S00°13'59,,' t;, t~, £ ~ . 165.35 I SCALE : L,_40` \ I- ~ _ \ + -1 _ ? ~ ~ ' - -i- -1- - ~ ~ ~ d~ ~ ® \ £ A~' A' d J 2d,-...-_.-y~--F__--•----- ~ - - - ~ _ s . I DESIGN GROUP'INC. ~ _ KEEP RIGHT' ~ s° ~ a o ~ i ~ c~ s2 sR0 'P \ 1 N00 14 03 W ~A ~ ~ s - - - - ARCHfTECTURE ®PLANNING 109.20. ~ - - - 24" WHITE ax ~F°SKYHAR~4R ~ DRIVE ~ I f81s7 us. HwY 19 NORTH + + STOP BAR ( SUITE- 220 a EX. PAVED DRIVEWAY o~ + WITH GATED ENTRY _ G_' Wa - - - = s~ - \ ~e+' _~e+~ - - - - ems.- _,c,- - - - - - -°o- ~ 1 CLEARWATER, FLORfDA 34624 _ ° PROP.. 8,~ M ~ Iz ~a ~ ~ ~ (813)..539-7225 C3 TO .REMAIN ~x _ _ _ ~ ~a ss' `GTE \ FAX `(813) 536-7942 ~ ~ / otw ° s~\ \ \ 024 ;~~0 6 ~ ~ ~ ~ '9s~ ZONING. LINE =II z . _ ~ f / ~ ° i i5 ~ / f \ \ \ CLUSTER O ' " „ 1 f ~ , i o ! ! as .PARCEL A CLUSTER 12 11 ~ / 54" RCP ' 31 + CLUSTER + 1 I. I o~~ i i,,,, ~ 1 0 ~ TURF BLOCK 1,2 o o ~o s ll~~, -PHASE II I PAVING + \ \ ~o~::. lo' 1-.STORY 1,1,377. S.F. I 1 p / DECORATIVE WALL WATER BERV ~°.~TE G#g, -I `~q$TE ` \ ST RP ISIGN MIN. I ~ SALES CENTER • PHASE II ~ ~1 gy,U 319 ® / ~ o , ~ FF WITH: PLANTER cLUSr~ ~ RIG ea a BUILDING I / ~N1 , ~r-~ 11 CL TER ~ PyG ~ RI4- ` PARKNG ~ s ~ ~i ( F.F. ELEV, = 31.50 1 :L TER ~ Py~'L\ \ OT ( ~ 3 I • 1 1 / / ~ J Q q 5 1C,~'' 02411~~/ ---..~fi~~Py D N48°25'10"E Q ~ \ ~ I, 210.73' . H 9/ I I as ~ ~ A I / / ~ r 1 s a~ - o ~ O ~ to I \ \\\~RR .ICE PHASE II I ~ II 109 \ PARKING EUGE KING I ~ ~I ~ I w? : / LOT I, ~ I ~ q I I ~ VCp PROao I I qs y~ o p~ :58935 201' W I ~I n C~ / 1 I Q WATER 5 RVI Q { f / ~ I II I~ ~ I r V~ , I III 0 W PAc l I I / / I o t I \ li j W Q POND E PONDATBR SERVICE ~ ~B d~ m1 q roe_29.o ~ \ ~ ~ PROPERTY 'LINE ~ , Certified as a true and correct copy. On December / i,' \ \ ~ ~ _ I I s,l ad ~ \ ,`'e 2~ - I n I F 11- i 15, 1995 the applicant submitted a minor site plan _ ~s, I I ~sz- a9 I\\ .o \OA ~ ,'i~ 29.0 N ~ ANA ~ N41®.34.'50"W e A ~ / G ~ e mow, col I amendment for the I3ayside Nursing Pavilion to make Center ~ / ~o / > ~ 1 1 I _ Q w T ~ ~ 3L~,~ I several changes: show the phasing of the Sales j o i 0~ + ~ ~ I I I (31 ~ - ' ~ ~ - as afuture development; revue the stormwater F / ~ ~ '~Qa=- ' / ' ~ ~ + a\ ~~`'a 20' PROPOSED DRAINAGE 1 ~ / , ~ ~ Wa ~ ~ ~ 6 UTILITY EASEMENT 1 ~ ~ onds; add ad8'-water main & revised potablcwater ! J ~ ~ \ / ~ oNw . A'' Bea ' ~ m N t~5~ . ~ a . \ 92 APPROX: N48°24'08"E 1 a I nA• + i i 'fin r ~ \ -sa'rnce d' ster e~tylosmc and roof drain system. G ` -FGA 9 9''&` ~y a ay`I~ ~ ~ This m', o endntent was approrved liy the DRC ut \ \ ~ ~ , 'a 24 WHI PROP. s~IIT~dRY \ LOCATION OF 310.53' I I ~ o_ \ 2 x 28-r _._?=..a. STOP BA ' < '"Ct Vf. ldnlla J .1996. s a `::iai -rewe t~ by \ ~ 'a~ zsss :::+f 7::ia: w °sER°vice ~ , SEWER Sf~RVICE ~ ~~I~'Y DI - - - - - I ~ 2 • ~rthe sC.l of tli'•;I)evelo ment , @~ A, ~'z8 . ~ \~zs3 ~ ~ I W} t _ Y t.p, ~~o \ ~ 2g an 2a,B~ ~ Wll. ~ o ao • d i t Yis 8°4ht" Cit of Clcatwater, fi c A mmfif" Y ~ \ '~o' ~ \ * ~ M 2>es Cod ~ ,f ~ / I'~ \ Florrda oii thtsb - . ;day~',cif January,19J6. V A ~ 2 \ \ f ~ \ d 9 ~ ~ VQ' \ eAV ~'_'~:d-Ad - e 0~ Vii) \'~p \ ,i 0'0 ~>3.. g15' i% / l ~;~Q 5 9•;~ I s s ~ 0~j T~ALLET05EX.RD~1H ~ \ \ I I ~ a e~ , ~ u, oy ~ \ \ .~°•~s \ ^yj ~ ~ 1 1 EXIST SAN/ Mai P . C,o~ , i ~ LEk2~d.60 ~ ~ r I ~ ~ ~ Fg~ i q ~ l 1 1 N RIM = ,9172 ~ ~e 9 \ a \ \ o.at I \ ~ 1 t IE NE =/2 .72 '`'a o dine of r I 'm'ttin tipartment \ \ k 's ' ~ I soy 1 1 IE SW ~ 6,05 ` C0 ' ' ~ ~ g PROP. FI E MAI ~ \ ~o ~ ' ~g ~ 1 1 1 / ~ ` 6 MIN. \ \ Jam'' ~ \S 1 1 / / ^ 1 1 \ ~ \ ~ ~ HEA~~A~L ' N89°46'01"E I ~ , 1 ~ s8 , ~2~' \ ~ 1,.;= ~ ~~S I 9.37' I ~ ~ . laU 8 \ \`C ~ 11 / 1 ~ ~ I Re~cerlifiration is unconditional. This rt:cettified site / I R 'i 0 J ~ / 27.7 tlSfiCd 3\ \ i. 3 ~'n. Q 1 1 ff I I d plan is stilt sutijcct to all previous unsa 6 \ \ os, 9 ,c g 11 / / 9II I I ~ \ ' ed site lan and all \ '.i ~ 1 1 / o I conditions of the origiaalty cerhfi p \ ~ \ 0 1 1 j/ I z81y ~8~ ~ ~ a Q~ ~ \ AMP 1 I I S48°25'10"W 1 sub ucnt re~ccrtifications. \ ~ ~o' ~ \ ~ 1 \ t ~ \•W ~ ° 1 Z=~~ ~ ..322.93' + , , I - g 1 1 a? 1\ 1 1 , I ' I R ! CLUSTER e 3 O9 ~0 I ' \ 11 / $ \ 1~1 " 1 1~ p 1111 ~ CMi I ,I f I Ilya '0 \~~i i / 1 ~ 'I~ I ~XIST SAN' a ? I ~ j 6 M s Oti1 II I r~~ ~ ~ ~ 1 \ / ; ; Nro 1 ,11~,~tOP ~ 1'A P I ~ RIM = 28.3 ~ ~ 1 a I / a a I I ~ ~ ~ ~ 1 1 / / ~ , y A ~ ;FI (51 1,111. ~'~I i IE~ SW 2371 ~t I I I ~ I ~ \ m \ 2g s Q I I ~ 1 1 1 1 I 10~'~ I N \ ® ~ s sd I I ~ 0 1 1 / / J POND C 1 .101 1 1 _ 1 o \ ` ks i. ' I I ~ t 1 / / TOB-28,5 r 1 ~ \ ,,.~so o.ts ~=1r ~ t I I 11 1 I e,. ~l 1 ~1 a, 1 ~ I I -,,,1 Ill 1 ~ I I 1 1 ~ • , i ~ ~e I II ~ t I I ~ v c h~ I , USTER ,tip s p yo-. + I I ~ ~ / / \ I ~R GdI TE IN EIT~ I . i ~ 1 ~ a , g~ry d' I I ~ ~ / / GRATE I\~d-ET GRATE I ET \ \ T P = 2 112t_ I ~ ~,~'a~ ° I I ° ~ II o ~ ~ / / S `'w TOP =_26 9 ~ / ' zs.a5 I o v / IE E - 204 TOP 26 9 \ \ I I ~E _ TL9b~ t I I ~ 1 EE =204 \ I I W=x1.910 I : 1 1 I ~ ~ 4 PROP. FIRE HYDRANT ~ li I° ~ N ~ ~ / i 1 11 IE s = 25. 4 + L J W I ~yR E S = 25.4. i II Il I ~ I ~L ASSEMBLY \ e e G ; t f m ~ ` / / IE NW"'° ~L7I 29 5.1 I DRY RETE TIOnn~~ REA IE SW =,,~29 I' ~ ~ I I I IE NW~°= 21.71 ~ ~I I+-" lr (1 ~ f T ~ t i I I ~ ~ IIII ~ I I I - ~ ~ 1 I I ~ IIII u I I r' ~ ~ 1 1 I I . ' ~I~I ill ; !1, t ; ~ I I 11 ~ I . ~ ~,1 ! ~ .I I ~P+ R/O~~ESSION,4~ . \ ~ ~ FIRE DEPT. CONNECTION m ~ ~ v 6 I Hz} ~ ~ MET , ~ ~ I~ I e~' ` ` ~zas BACK FLOW PREVENTION h „ v ~ sd°' , ~ ~ i---~ II ~ ll I I I ~ 1111 ~ I og SEALS 1 p IB~b \ ~~i 4 5 \ 13 -6 MINIMUM CLEARANCE \ ~ DEVICE f SIAMESE CONN. r s °p~o~ I ~ , I~ I 11 I I 1. I ~ ( AT PORTICO ~ti ~ go+ ,.iib I 1 ~ ~~I 11 ~ ® r1 PROPOSED 2-STORY y, 1 ~ I ~ 0 Y P~ Ap t~ 3\ 2 > ~ / U 9 ~ '~1 o,4k 49,670 S,F.,120 BED ~ ~ \2 EXPANSION ~ I I ~I ~ 11 ~ti I I 1 II I j `1 ~ ~ ~ I I 2 k ^nb J~~ F.F.. ELEV. = 31.50 s ~o POND A 5' oe I ~ + r p ~ TOB=30.75 ~ ~ I / ~ ~ ~ t I ~ I;~ I~ 1 'ti ~ I I ~ I 29.06 ~ ,S ~ CLSIST R ~ \ ~ dp \ ~ ~ / \ I I ~ I I ~I;~ I ~ ~1 ~ ~ ~ I 11 a \284 ,~2g B+ y` 15 ~ / 8 \ ~ L „ y„~ r5 0 ` I ~ I I I I ~ -~---1--15' PROPOSED DRAINAGE & I li ~ I i i i i UTILITY 'EASEMENT s I 1 p \ y 2j 1 1 \ \ \,/i k2B 2~.6p •:l. k y` 014 + ------~I li' I I ~ I rl i I I •1J s PROPOSED SANITARY ~ ~ o 1 I~; I ~ 1 I ~ I I \ r-~.'.r28, SEWER SERVICE ROPOSED / f~"°\ I \ \ \ ! +2g + GAS LINE ~ ° \ 1 UiQg/ 1~ Q o O - ~ \ 1 \ I 'I- ~ . s ~ a ~ .3j ~ ~ \ F aR3 , 1 ~ 1 I j; j I`~ I I I I REVISIONS ~ j I L ( ~ i I I I 01112195 ADDED THIS SHEE p II'I I r 1 I I ~ I I 20 02107195 ADDED 4 PARKIN I I i J I I I " I ( SPACES a SANITARY... SEWER I i i I ~ ~ ~ ~ ~ I ~ ~ I EASE. ADDED TRAFFIC SIGNS ~ )III I c I I „ ~ ' i I ~ SKYHARBOR ENTRANCE RD. +2j \ + ~ PROPOSED 0 pRgl / ' - I I I ~ II I I I ~ I I I I I i I 1 3 02!27195 REVISIONS TO I I I I i I I: PARCEL A _ ENT. RD. TO \ \ a, + Hw WATER SERVICE ~ ~ -f---.~ I ~ ~ ~ I I I~' I I ' I ~ ~ ~ L I CROSS CIR„ ADDED PONDS, I I I ~ ~ Y l ~ ~ I I REV. PARKING SPACES AND ~ IIII I ~ ~ ~ " I ( REVISED SITE DATA. \ ~ ~ • ~ + ~ e~,v X13 t ~ l . I ~ I / I' ~ . r I I ~ i i i I l ~ i I "SAVED" 4` TREES IN N.W. ' ` \~s ~ of ~ 7 1 / r ' I r ~ II l 1 CORNER OF PROPERTY. ~ ~ ~ ~ i ~ i ~ \ ~ ~ / I I ~ I DUMP ISOTER AREA SERVICE N _T, ' ' I l ~ ~ ~ I - ® E D C G I ( AREA, RAMPING ADDED PONDS ~ IIII I I f / COURTYARDS 8 PROPOSED s\ \ ~ 9,c ~ CURB .INLET ~1 II \ \ 9 + ~ • / / ' i' \ THROAT = 25.78 I I I I I I ~ r ~ ~ I I' i ~ I I STORM SEWER OUTFACE gg \ \ ` zsssx • / ~ ~ / \ IE N 22.13 / ''~,..>,~,r I I I ~ I I ~ - 5 12113195 REVISIONS TO N ~ y I i I ~ ~ ( I ( ~ PARCEL"A"-PHASE II ADDED f \`PR SE x 's • ~'L- 1 IE E = 21.95 ~ , ~ ,J y , / ~ #35 / I E S =.22.16 1 ~ , ~ ~ ~ ~ \ i ~a n BLDG 'I i / i 7 I / ~ \ GQS R ~E \ f/ ~ FF . 29.T9' ~ ~ I / ~ °"1 ~ n ~ \ - / I ~ j ~ _ i I REV PONDS,STM. STRUCT. ADDED W.M. SKYHARBOR' DR ( °Hw zti \ S ~ DUMPSTER g I / / ~ / ~ \ 1 / o ----/-J' -1 J-' ~ I (5 ~ i i ~ ~ ~ REVISED SITE DATA. / ~ ENCLOSURE ~ , I I I I ' I ) I 1 DUMPS ENCL. RWATERNSERV. / I I i 1~° i 1 i ~ SOURCE, ROOF DRAINS ' z ~ / / \ / - I I I i it I .9 ~ ; I ~ l ~ ~ ^ r ~ I\; j ~ i ~ ~ ~ ~ l ~ COMMISSION N®. d ~~S r/~ X6.45 , ~ ~ i Y i wm'0` ( I \ \ L I \ ~1 I ~ ~ SEE SHEET I FOR ~ ~~-~~G, / ~ ~ \ r kw 26~~a g' VCP .U6P" ~ i i i .a~' \ ! I > \ ~ _ _ I I 3 ~ ` \ / s• ~ 7~ ?6'09 ~ ~ ~ ~ ~ ~ ~ _ r \ I I ~s 'A ~ n N ' ~ / ~ ~ I ~ Ili I~ i r\\J ~ ~ ~ i LEGEND ADD NOTES d ~ i' I - I N ~ ° , _ s \~'1\ 1 ~ / ~ I @" WIL \ \ ® III , I I!! ~c, ! ! , X06 No„i ~ I, JI~UJ JJC~ al 9 EXIST SAN MH t _ THROAT 5.\~~ ~~II''7R„4QI-000 N RIM - 8.02 1 \ 22 Q _ IE NW = .28 IE E = 21.j2-\\ Z IE E 2.17 11 \ \ 1E W - 21.28 p~ I/ ` ~TM I II SCA E. ~ W - 4.22 \ \ ~ ( f ® I I I DATE ~1P12-9~ wv~j 'DRAWING OF, P n~ J ®i~~~ yV 2 OF 2 m ' I e "PARCEL C' TO 6E REMOVED TO REMAIN` 1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD): LEGAL DESCRIPTION (0 R ' 2014 PG 700 ; B 70Q ® o S-CURB INLET N RIM =:3167 All that `certain tract or parcel of land ,situated, lying and being in Seation.l7, Township 29 2. THE LOCATION' OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN AND PINE \ IE NE = 23.56 ZONED /S South, Ran e' 16 East, in the Cit of Clearwater,' Count of Pinellas ahd State of Florida, ,9 Y Y IT`IS THE CONTRACTOR'S RESPONSIBILITY T0'bETERMINE THE EXACT more particularly bounded and`descnbed_as follows: ® OAK ° ''LOCATION OF THE UTILITIES PRIOR T0'CONSTRUCTION IN .THEIR IE SW 23:68 \ From' the Northeast corner of BLOCK 2 ; of -Resub' of Baskets Replat; recorded m Plat Book `VICINITY. THE" CONTRACTOR SHALL NOTIFY`ALL UTILITY COMPANIES IN 24;;Page 42, Public Records af' Pinellas 'County, Florida; run South 89°46'01"West, along.:the 4 \ \ N00 13 59 W' ~ - , 9 a~ North Ime of said BLOCK 2, 60,01 feet fora Point-of Beginning; thence run South THE AREA BEFORE BEGINNING CONSTRUCTION, ~ PALM 0°3T03"West, ,150.02 feet; thehce run North 89°46'OI''East, 60.01 feet~_thence run South sT M ,RUC o r s S00°13 59 IN ~ o ao so i2o ~ 0°3T03"West, alon the Easf line of said BLOCK 2, 1227.93 feet;; thence run South 3. ABOVE-GROUND OR-UNDER-GROUND UTILITIES MAYBE IN THE 'AREA OF THIS x , „ 9 „ ~ ~ MISCELLANEOUS s Q9 ~ ~ 165.35 , 69°21.23 West, 314.28 #eet; hence South 52°28'54 West`215 feet to a ppoint .on the ` PROJECT, PROCEED`WITH CAUTION -CALL SUNSHINE" AND;THE UTILITY , Southwesterly' line of said BLOCK 2;:;thenae'run Nortfi 39°01'06"West, 1469.27 feeti thence OWNER(S)- BEFORE BEGINNING`WORK. 1-800-432-4770 (5•DAYS IN + -5 OHW n , - s eFw - e o4w ---5 , ' SCALE: 1 = 60 ..CITRUS run'North 0°13'59"West. (alon 'a line' arallel to and 60-feef easterl of`fhe West-line of said ADVANCE). PP BLOCK-2) 109.20 feet. (109. 2 'feet Field); thence run North' 48°25Y0"East; 322.93` feet; -t`_ ~'a'\ Q~p, O, s o `7vl7~ a, ~ ~,1 a, I thence run North: e9°46'01"East. (alongg a' line parallel to and -150 `feet southerly. of the North 4. PRIOR TO `BEGINNING WORK, THE CONTRACTOR SHALL: EXPOSE ALL EXISTING ~ HEDGE ~ line of said BLOCK;2) 901.75 feet; thence run North 0°3703"East, 150.02 'feet; thence ruh UTILITIES-TO BE EXTENDED OR CROSSED'AND CONTACT THE ENGINEER AT p r a - TdRNING_RADIUS 9 ~ ,o o , - ; , .V - I Icy . North 89°46'01"East,.; along the: North line: of said BLOCK ;2; 200 feet 1o Point of Beginhing. 791.-1441 `FOR VERIFICATION-OF THEIR''LOCATION'AND ELEVA110N. ANY ~ 'EX, PAVED DRIVEWi ED DRIVEWAY 109.20. o . ~ ~ - ' Containing 33.44 Acres More or Less. CONFLICTS SHAEC BE BROUGHT TO THE ENGINEER'S ATTENTION"'FOR ~ HQLLY ~ ' RESOLUTION: WITH GATED ENTR1 s wa ~ ~ TED `ENTRY..: 5----- = + - --o-~-- ---j~ o a-~~-~r~~ 1 D~51C~N CxROUP iNC less ~ BAY ~ TQ ,REMAIN A _ , ~ ,s, creo \ ARCN(TECTURE®PLANNING / ~2 , i ONVU ,lr i ~ 0 24 ~z ~o s~ J~a s All that certain arce of land si a e 5. THE>CONTRACTOR IS; TO CONTROL. ALL FUGITIVE DUST ORIGINATING ON ` p I to f d,.lying and beingg m Section 17, Township>29 South, THIS PP,OJECT BY ,WATERING OR OTHER METHODS AS REQUIRED. ~ EVERGREEN ~ s`^ ~ , 91 ZONING LINE SIT ~ . a `....--o _ ~ ~ , . ~ e - Q a ~ li 18161 U.S. !~U1Y 19 NORTH a2, ~5 \ i i US I R th ~ ~ n u , REQUIRED Ran a 16; East, in the City of Clearwater, County of Pinellas. and State of Florida, more < , parf~icularly bourided and described as follows: ` ~ ~ , , ~0 PARCEL A I ® suliE.22~ o r . ~0a ~D, i a °a 31 ! + CLUSTER CLUST R I2 I EXISTING PROPOSED MIN. OR MAX.1 CLEARIUATER; FLORIDA'34624 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PENALTIES/FINES LEVIED `MIMOSA ~ From the. Northeast corner of'Block 2 of Resub'of Buskins Replat, recorded in' PIat.Bodk, DUE TO"WORK THAT'IS NOT IN ACCORDANCE WITH PERMIT CONDITIONS. PROPOSED + ' ~ ~ ~ ~ ~ ~~OD #9 5 RCP i ~ Q ~ o ~ I ZONING DISTRICL CG,RM-16,OL CG,RM-16,OL N A ; F .317 ~;2~ ;®ye, , sl a, ® I ~ ® f813) X39-1225. ; 24, page'42,'. Public Records' of `Pinellas' County; Florida; thence S89°46'OI''W, clan the Z 7. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY X~ JACARANDA ~t North 1me of said Block 2, 60.Of feet for the POINT OF BEGINNING; thence S00° T03"W, ZNEQ L , ~ f 5 ~ IQ' ~ I-ST®R I 1 I USE - AC ` A F N A FAX1813L536-1942 T \ ~ LF CL / 150,02 feet; thence N89°4601 E 6001 feet; thence S00°3T03"W,,along the East line of said OF CLEARWATER STANDARDS AND SPECIFICATIONS. "DECORATIVE wA~~ ~ 4 r I ~ SALES CENTER I ~ ® \ \ \ ~ LOT AREA TOTAL/31.91 AC 1 389,999 SF TOTAL/31 91 AC 1,389,999 SF ~~®~~0~?? „ WITH ,PL,QNTER i1 CLU,~`f ~ ~ s : I F.F. ''ELEV. 31,5 I S0. FT. AND. ACRES CG 2.74 AC;119,354 SF CG 2.74 AC;119,354 SF, ..Block. 2,; 249.31 feet, thence leaving said line S89°46'01'W, 270 feet mare or<less fa the ka BRAZILLIAN PEPPER centerline of `a creek,:. fhende Northwesterly alohg_ said centerline, 370 feet, more or less; to 8. ALL BACKFILL OVER ANY PIPE STORM SEWER, WATER; LINE, SANITARY / ~ p _~n ~ ~ T~~ \ ~ ® ~ GROSS AREA WITHIN)PROPERTY LINE5: RM-1fi 28.79 AC~1254092 SF RM-16 28.79 AC•1254092 SF CG 1 ACRE a point on a line `being 200.00 'feet South of and ` arallel to the EastlWest `centerline of said.. ( SEWER) THAT IS TO BE INSTALLED UNDER ROADWAYS OR WITHIN THE '..Section 17, thence N89°46'01"E alohg said line, 260 feet :mare or; less; thence N00°3T03"E, ' o ~ ~ . -P"AYIN~' ~ a ~ 8,8 \ r Dg N ~ N48-25 (®E I OL/0.38 AC;16,553 SF OL/0.38 AC;16,553 SF 5 _ _ EMBANKMENT,', ETC OF`THE ROADWAY IS'TO BE COMPACTED PER DEPARTMENT 10.02 #eet to a point of the South right of way line, of Gulf To'Bay Boulevard; thence OF TRANSPORTATION SPECIFICATIONS; SECTION 125.8.3, `1986 EDITION EXISTING BUILDINGS TO BE N89°46'01"E along said line, 200.00 feet to the POINT OF BEGINNING. o I- NET AREA (GROSS MINUS 8%' MAX.. FOR. CG 109,806 SF CG 109,806: SF N A 210.73 / / / E y, 7 3 L" li ~o ~zsa {orr~p en e X19 ~ i _ I VEHICULAR ACCESSWAYSi RM-16/1',153,765 SF RM-16/1153,765 SF N A ~ ~9o r 29 \ r I OL/15,229 SF OL/15,229 SF N A Containng 2,95 Acres'-Mare or Less. Total of 30:49 Acres Mare or"'Less. (OR LATEST EDITION). THIS PARTICULAR SECTION SPECIFIES DEMOLISHED YF~ COMPACTION TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T- x , 9°, -9-- b 9 BURGER ::KING 99, ~ ' A, ~~°V~ 61, , ~ ~q 2~\~' ~ ~ S89°46'OI~~W LOT WIDTH: ' 200 200) 100 MIN. ~ P 2 `'m 3 p Y V „ „ ; 9. CONFLICTS OF WATER, SANITARY AND STORM SEWER, AND UNDERDRAIN / / ~ i ~ ~N~ ) i ' ~ + ~ > , 3 ~ LOT DEPTH: 1378 1378 100' MIN. ~ i ! ~ 1, r+ ~ \ ~ 5.20 ~ PARCEL A SYSTEMS TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY. ,w°/,,, a ,05 `r` \ il! ;R. B ~ ~ PROPERTY 'LINE- ~ (1)DENSITY (BASED ON GROSS'AREA): CG/94 BEDS; CG/94 BEDS 48 BEDS/ACRE / a~ ~ 4 , a r { !O ~ _ ~ ~ ~ ~ (34.3 BEDS/AC) (34.3 BEDS/AC) Thai certain portion of Lot 2, `BASKIN'S REPEAT, accordin -to the. ma or laf ftiereof, recorded / / 9 P P 10. ALL UNDERGROUND UTILITIES INCLUDING CONDUIT FOR ELECTRICAL AND ~ / / ~ + ~ r i. .:....0 9A ~ ~ ~ I RM-16/320 BEDS , RM-16/416 BEDS 30 BEDS/ACRE / / E° vv~,. s i P9 a,~ c ~ ~ \ e p ~ n 11.1'BEDS/ACRE 14.4 BEDS/ACRE in` Plat Book 24, page:-42 Public Records of Pinellas Countyc Florida;,' lying in :Section' 17, Township ED PRIOR TO PAVEMENT 29°South„Range 16 East, Pinellas C,dunty, Florida; described as follows: TELEPHONE.CROSSINGS SHALL BE INSTALL \ ~ CONSTRUCTION. o® ~ ~ ~ s, 2g. 6 ~ . ~ A~~G ~ , , N48 24 08 =E I ~ \p:.~ / , sf3~ s6~ _ . _ _ ~~•'°"1 ~ <a ~ ~ ` t ~ BUILDING COVERAGE S0. FT. , CG 12,206<SF;10,2% CG 12,206 SF,10.2% CG 40% MAX. F From the northwesterly corner'of said Lot 2 of a'resubdivision of; BASKIN'5' REPEAT as recorded ~ ~ OF / ;3, ac \ \\`'o s ' 310,53 I AND % OF GROSS SITE): RM-16/188,789 SF;15,1% RM-16/201,799 SF;16.1% RM-16/45% MAX. \ a F . / r 2 2 1 / ~ ~ .2> 3`1.81 I OL 0 SF 0 1 377 SF;8.3% OL 30% MAX. ~ v .::297 Bsa ,;iS.a s~ m w ~ ~ .~,.IB ' % " d'~.1 ~ 'g2 I / ~ , • ~ ~ ~ 11. THE SANITARY SEWER AND POTABLE WATER WILL BE SUPPLIED BY THE CITY ~ \ ~ m Plat Book 24:Page 42; Public Records of Pinellas County, Florida, ahd run thence ~J ~ OF CCEARWATER. ~ v°= N89°46'01"E„60.00 feet along the northerly line of said-Lot 2;'iherice S00°I3'59'E, 190.00 ~ ~ o ~ \ , ~ ~ ~ ~ ~ i ?s: ~ .s ; ~ sk 29 ~ ~ 28 ~ ` , - ~ \ m \ ~ 20', PROPOSED DRAINAGEI , a~ o os a ~ y .aa~ \s ~ t v I s ze.r~w ^ ~ ~ s - & `UTILITY EASEMENT c s F o0 feet; for a Paint of Beginnings thence continue 500°13'59"E; 165.35 feet; thence ~ tik ! °s \a\ T~ n x2s.Sy y2a??~-`-_ y~ ~e° o f , ` \ ~ \ _ I RO S L R AREA AND F,A.R,: TOTAL 281,364:SF;20.2% TOTAL'293,623 SF;21.1% 40% MAX. " ~ 2s i~ ~ ~ t a \ \ CG/67,360 SF;56:4% CG/67,360 SF;56,4% ' _ N48°25'10"E; 210.73 feet; thence N41°34'50"W 34.81 feet; thence S89°46'01"W; 12. A 5-FOOT MINIMUM BUFFER WILL BE MAINTAINED BETWEEN PAVING AND ~ _ - 135.20 feet b the Paint of Begihning. Cohfaining ' 0.34 'Acres More of Less. PROPERTY LINES, ~ \ k?\ e8° 3~e,,,--1'~ 'e \ zs 9 ~ ~ \ \ ~ I RM-16/214,004 SF,17.1% RM-i6 223,919 SF,17.9% x 2 -~..6 - ?.fie ,Sp `''~s .30 \ 1 _ \ ~ OL O SF OL 1377 SF•8.3% EMPLOYEE PARKING o' o~'~V ~ o \ , 0~1 FALL 10 X./DI I CSI r SETBACKS (ALSO INCLUDE DIMENSIONS' , ` _ . n - ~ '"F. EXIST D~N M,; LcA\ 67 v\ Lt = 2.60 cS C>a, ii I ON SITE PLAN DRAWINGS to etherwith~ 13. PROPOSED SANITARY SEWER LATERAL IS 6-INCH DIAMETER UNLESS ~i> 9 oTHERwISE NOTED. PARKING SPACES ALOTTED FOR ~ ~ ; 1 N'RiM, 272 ;d'•.q\~~2 2; 0 ~,av~tas N f 25. I PROPOSED 120 13ED EXPANSION TYP °3j ( ) ' a: A raci of land lying within. Section. 17, Township 29 South, Range 16 East, Pinellas County, 14. SITE LANDSCAPING WILL BE IN ACCORDANCE WITH SECTION .136.023 OF ~o ,->'s9 g 7e ,r~-~' ~'C •s ~ 'g (E NE~''t 2 .~°C ' C> x ~ 2\ v~ l gg 0 , ,a FRONT: RM-16 28' RM-16 28'/OL 25' RM-16 25'/OL 25'' ,s \~1 ~ _ - I~ W, _ 6:05. ~ s APB OX. ; - N89.46:.01: E I I - ~ 9 ~ ' ~ ~ 'v~ 1 ( , SIDE: RM-16 15' RM-16 15' OL 10' RM-16 12' OL 10' Florida and being more particularly described as .follows: THE CITY OF CLEARWATER LAND ~ EVELOPMENT CODE. LANDSCAPE AND PLANTING PLANS WILL BE PREPA ED BY A LICENSED LANDSCAPE s 9 ~ , ~ k3i. . ~ ~ s~~9 ,~a ~ ~ 9.37 ~ Q0 3,„ e ~ , i 1 2775 v0 6\';`~ `y~ ~soDlT E'I I~ B I REAR: RM-16 80' RM-16 80'/OL 15' RM-16 15'/OL 15~ Commence of"the Wesf ll4 corner of said Section l7 for a Point of Reference; thence N89°46'01 E ~ s ~ s ~ alon the East-West centerline of said Section l7 'for 2233,81 feet' thence ' south said line ARCHITECT. EMPLOYEE PARKING , ~ 9) g \ ~ BETWEEN STRUCTURE.. 20' 20` 20 Fi. MIN: 3 S00°13'59"E for-405.21 feet; to the POINT'OF. BEGINNING; thence>~N48°24'08"E,gfa~ 310,53 feet, ~ 0 4 ` ~ ~ \ ~ APPROX. ~ ic. s ~ ~ ' ~ ~ ~ ~ i' ~ t c ` I ' 2~\ y.; ~ ~ I I WATERFRONT thence N89°46'01"E for 9.37 feet, thence S48°25'10"W, for-322.93°feet, thence N00°13'59"W, for 15. LOCATION OF TRASH DUMPSTERS TO BE COORDINATED WITH THE C11Y OF PROPOSED EIRE MAIN(6" MIN.) S e, _ ; 8.12 feet `a e T CLEARWATER SANITATION DEPARTMENT. _ _ ~ t ih FOIN OF BEGINNING, and containing 1946 square: feet, more- or less. _lisr o -~'1 , , _ . rg~° TOP OF'B NK 2 , - 3 \ ~ ~ „ r~, ~ ~ : EXIST°S I MH ? I / / / - on' - 1 Total of"0.38 Acres.More or Less. ~ o° A "A ' A5 5H0 ON o ~ I 16. THE SITE IS LOCATED WITHIN FLOOD ZONE X" ND E' WN EXISTING DUILDINGS TO BE - a v r c SIDE: N A N A N A 1 - o ~ a ~ ~ i , , ~ / ~ . , ~ ~ i . ~ ~ RIM.: _ 8.37 N I REAR: 60' 60' 2s' PARCEL "B" FIRM FLOOD INSURANCE RATE MAP -PANEL 125096 - 0017 D, DATED ~ ~ ' ~ ° DEMOLISHED (TYP) g i 5 5: 1A, 1- ~ ~ 1 ~ - , . ~ ~ , ~ P -291~D G- ~ ~ r ' SW 3.?! i I HEIGHT: AUGUST 19, 1991. ~ ~ y ~?s9 7A ~ r ~ ,t, n~ RM-16 1 STORY RM-i6 30' RM-16 30' ' ~ y a- - a - I of sub e I T ~ ' )9 6 A arce m r ed land m 0 d am a Ba m Section 17, Townshl 29 South, Ran e 16 Easi, . P ~ P y, P 9 17. ALL PRACTICABLE AND. NECESSARY EFFORT SHALL BE TAKEN DURING ' Pinellas County, Florida, more parilcularly described as follows, - - CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF 'i S \ ~ ~ ,fir' , "'_u . ) ~ s a - r ' ~ ~ ~ ` s~~- 'v ~ . 6 ~ s ( WITH BONUS PROVISIONS (IF APPLICABLE): 32.5' a ) ~ ~ 1 ~ SEDIMENT TO SURFACE;DRAINS AS SPECIFIED BY THE CITY OF CLEARWATER a From the West Quarles Corner of said Section l7, run North 89°46'01", East alon The Eosf- EMPLOYEE PARKI - ~ :>9 ' ~ ~ ~ . 3 a k ~ ~ > ~2g West centerline of smd`5ection 17, a'dislance df`2755.49`feet fo` the center ofi said Seciian 17; EROSION AND SILTATION CONTROL POLICY. NG ~ '<ti~,1 ~'3e ~ 3 thence Sduth 00°20'13" East along the North-South centerline of said Section,l7; a distance ; ~ ~ a., 9 Ir c 3 ~ W ~ ~ .rx ~ o ~ aPP t , ~ 2... 1 ° ~ , 1= _ ~ PAVED VEHICULAR AREAS (S0. Fi. AND % Total 217,029SF;15.6% Total/236,245SF;17.0% N/A , ~ ~ 't , 5 „ ° a ° ~ c 20. ~ 1;r`'c.90 ~ a I OF SffE):: GG~6,194 SF;36.7% CG/46,194 SF;38.7% N/A ° w 18. NO TREE REMOVAL OR LAND ALTERATION-SHALL TAKE PLACE UNTIL A ~ `'94 ' r ~ N 9 of 1,174 44 feet; }hence South 30 0106' `East along the Southweslerly line ofr Lat 2 of F 1 M ~ _ . 3 w a 1 fr 1,12.90 - f RM-16/170,355SF;13.6% RM-i6186.537:SF;14.9% N/A \f i , -g ro o ~ jj' ~ L-~,+- - , T ate. _ < DL/480: ~F,2.39 Ol, ~ ~ .,-1. ~ ~ ~ , c Resubdiviswn of Buskin's Replat as recorded in Plaf ;Book 24;Page `42_ Public Recordsrof:. Pinellas PERMIT HAS BEEN ISSUED BY::TH:: CLEARWATER CITY CODE CHAPTER 98. ~ " ~ , E.. N' g9 Count , Florida, a distance` of `56L78 feet `to the mean hi h:' water rndrk of OId Tam a Ba and the THE CONTRACTOR IS'`T0 EXERCISE EXTREME CAUTION IN THE VICINITY OF a ~e - • ~ ' 3 ~ Y ° P Y o 2 Yr q~,-, DRY RETENTION AREA ~ ~ 'Mrs ~ I L-, 1 ~ ~ a s ¢ ~ 1 ' T t°'4A ~ ~ ~ i 'i ~"~~-,~~"~3'i~~ ~ ~ I i ' OPEN SPACE Total/1)015,85:1 S, ,73.1% io'toi%531,892 oF,bi:;,7 1 I Point of Beginning. Thence continue South 3901`06" East along the extension°of 1he said TREES.TOREMAIN: AND" IS-RESPOMSIBLE'FOR ANY DAMAGE: RESULTING FROM ~ ,,Y~ opw~,',~so ~'.,1 ° ~v v southwesterly line of Lot 2 a-distance of 236.63 feet; thence Sou1h;30 00' East;, a distance of HIS WORK 0R ANY VIOLATION OF CITY OF CLEARWATER CODES. g-;\ ~ . . r , - 2.G r I,,, >jj r ~ ~ ~ TOTAL FOR THE.LOT (50. FT. AND % CG/56,974 SF;47.7% CG/56,974 SF;47:7% CG/ 5% MIN. ~ ~ ~ _ o V1 a ~ ^ ~ ~ ( OF SffE): RM-16/942,603 SF;75.2% RM-16 869,946SF;69.4% RM-16/35% MIN. 815.00 .feet to the' bulkhead line-as established by thg Pinellas ;Count Water-and Navigation ;T„ - , ~ _ ~ r<, t , s ~ Control Authority In; meeting January 8; 1959 and formally approved y the Trustees of'the `Internal ~ ' ~o Po ~ J ~ T~~s H , ! ~ ~ r~ - ~ __u I'i ~ll ' ~ ~ t ; ~ OL 16276. SF98.3% <OL 10972 SF•66.3% OL 30% MIN. T ~ / ~ , / Improvement' Fund in meeting Mdyy 19,..1959, thence'northeastet•Iyy along said bulkhead line being - ~ PRO SED>;,`2-ST44Y ' 1 ~ ' > 's ma ,1% ~ _ , u ~ ~ I FOR THE FRONT YARD (SQ. Fi. AND % CG/5534 SF;61% CG/5534 SF;61% CG/50% I ~ a curve to the ri ht of 3 400' feet i radius chord bearih '.North 41°15 43" East chord distance ` 1` - - 438.03 feet„ arc9length 438:33 feet; thence North 30°00' West ;a distance of 674.29 feet to the 13~-6°' MINIMUM CLEARANCE q ~ ~ o. ' 49,~?•D.:*;a~ ,~~0 BED ~ g ,y - ) ~ J ~ ~ i ~ ~ I ~ i, + I OF REQUIRED FRONT YARD): intersection with the soulherly'eztension of the easterly line of .said Lot<2:of Resubdivision of ..~°4k ~ EXP.A• 106';- ~ AT PORTICO ~ ; ~ =~2~ ~ ~ ~ Buskin's Replat; thence North 00°3T03":East along`; said southerly extension 359.07 feet, more z - if LEV. ~ \ - ~s ) ' ~ ~ ~ ~ ' ~ t I CLEAR SPACE WATERFRONTPROPERTY: ~ N A N A NA ~ I .r• ! ~ ~ # ~ I or`less, toahe mean high waterr;mark of-'Old Tampa Bayi'thence sauthwesterty'along said mean _ ~ \ hi h water~mark662feet more or less`to the Paint of Be ihnin • kontainin 9.66 acres, more or ~ ' ~ L` , C-' .L ~ ~~r ` i ~ I ~ ~ ~ ~ EXTERIOR PERIMETER BUFFERS 5' 5' S"MIN. less. U Iantl Total'of 1.04 Acres. 9 9. 9 ~ ~ ° / ~ • ~~o a ~ POND A \ \ .,..fli ~ ~ TOB=30.75 ~ d e 4 ! I PARKING LOT INTERIOR-LANDSCAPING 5 ~ ~ . ' ~ ag I r l~+_ I ~ Sq. FT. AN %'OF PA VEHICULAR To 34831' SP 6.1% Total 35415 SF•15.0% / U I r ~ I ( D VED tal/ i _ _ 8 _ ~l . / _ s''~~~ ° x r _ i AREAS: ALSO,. DEPICT-ON THE'SIiE PIAN CG/5,732 SF;12.4%' CG~,079 SF;12.8%° ° 1 ~ ' ' I ~ ~ I DRAWING BY SHADED/CROSSHATCHING: RM-16/29,099 SF;17.1% RM-16/29,336 SF;16.8% 6% MIN. ~ r ~ o a~ ~ ' / t ' _ ;;2 I ~ j'L I ~ ~ a I OL/ 0 SF OL/ D SF 3 _ _ a ; ~ ~ N a k ~ ~ i~ ~ a / ~ - 1~ A _ ~ I;, I rt ~ ~„y I \ o ~ ~ ~ e Ir' 1 ~ ~ ~ <L , PARKING (GIVE APPLICABLE FORMULA): 369 389 300 : 1 ~ ~ i h`' I i , ~ I i INCLUDES 3'H:C. INCLUDES 8 H.C. SEE PARKING 5 - . i e ar ~ , < ~ 1 6 . ~ I, ~ I ~ ; j ~ 1 ~ 8 , - I cALCULAT1oNS) ~i`' @~0 ~ ~ ~ ~ , f I e ! I (1) CG = 24 units per acre with. 2 beds per unit = 48 beds/acre ~k,,~, + ~ ~ X ~ ~ - - a~ ~®NED ~I~ ` 4 4, F G ~ 1 ~ ~ l i I: ; / i I I RM-16 = 15 units per acre with 2 beds per unit = 30 beds/acre ~ 1 ~,i off ~jj~*'~A. ' A ~ ® I„ ~~-V-- f _ _ ~~11~~IN1 ~r 4~XIST fV Mh . I I ~ c , I PARKING CALCULATIONS - ~ _ r~ _ , - E - _ ~ . - I~ NiN, - 27.83 > ~ ~ ~ I I ~ ~ I r i ~ ACLF 390-BEDS @ PSPACEI2BEDS '195 SPACES r I 76 EMPLOYEES @ f'SPACEI2 EMPLOYEES = 38 SPACES ' _ ~ J e r , r 1 ( 'NURSING 120 BEDSr@ i'SPACE/2 BEDS 60 SPACES ~ ~ I ' ` I r ~;em r I I C~ , 7 ~ i. I 293: SPACES e~ / ~ ~ - _ _ ~ a I - r .4~ i ^ is i I I f`; ~ ~ ~ I o SALES CENTER, 4.5'SPACES11000 SF ' r a @ 1377 SFII000 X 4.5 _ ; r I ~ f I r ) 7 SPACES ~ . , ~ ) a ~ ' , ` ~ ~ 300 SPACES `J 3. I I ' s' - ; - , r° + I ~ / ~ _ - _ i ~ ~ - - ~ ~,a,` ~i ~ - ~~Y r f, r ~ ZONES 0 L ;I i LAN ~M I I ` . ~ ~ NUMBER OF EMPLOYEES AT MAXIMUM ~ i 6 j ~ --,a, _ a , , a ~ ' r ~ ~ ? ~5:...~` ~ _ ' I ' SHIFT INCLUDING SHIFT CHANGE (ACLF) ~0~ ~ _ ~ I / ~ . - ; _ ~ ~ I - ~'4 ~ A ~ - BLD - ~ ~ 0 ~ FF =2979' ~ / ~ IE L a a ~ i a/ - S _ ~ j ~ ~ 1 ' ;r f` - _ _ _ ! I I r5~ ~ ~ j s I i'll)Il ~ 1 I . f I i I ~ I ~ , . { ~ ~ , ~ ~ - o . ~ ~ ~ ~ I ' ~ ~ ~ _~I ~ I - ro , ~ ~ ~ , , - a ~~~ca •~j - - - ' ~ a P _ ~ _ I , . ~ e - a _ = n _ - _ ' ~ ~ ~ - f~''~ 'l - _ I @ 7 ~ _ I EXISTING PRO OSED ~ I - ~ P i~ _ , ; ~ a ~ ~ - --~ti n'°~ ~~i--- nr',_. I ~ 1 r, ,s° ~,c - I = 6 ~ ' ~ ~ _ I ~ ~ I CONTOURS ! ~ ~ ~ . - I~ - ~ J C,a a - 11 4 . 1 ~ ~ i , ---15' PROPOSED DRAINAGE a - SPOT ELEVATIONS ~ ~ ~a ~ t , ® I _ ~ _ - ` - L 11 ~ s-~~ aF - ~ ~ ~ ~ ~ ~ ~ ~ ~ L ~ UTILITY EASEMENT I a . , ' I - POWER .POLE NIA - 3 I ~ _ -,~J ' I~ ~ t ~ ~ ~ za 11 ~ i, :i ~ ~ I ~ I , i ~ _ I ~ ~ _ I LIGHT.-POLE NIA v,>' _ ~P ~ > ~ "TMm~ I \ I > - ~ ~ a~ ~ ~ ; f~~ V I GUY WIRE NIA o I .r,I ~ ~ I ` - M1 ~i~~ ~ ~ ~ I ~ WATER VALVES .NIA ~ I,! I ~ I a s _ 3 ° , I s - e ` e~F y`° ~ ~ x°~ ~ ~ - ~ _ A 11 / _ ~ j~~ ~0 r~ a r, I r - . t ~ rr--- , ~ ~I~, ~ I F.H.A. FIRE HYDRANT ASSEMBLY At ' ~ r I ~ - ~ - ~ - _ - _ 'r/ ~ _ ~ .@ ~ ,t I ~ 3 - ~ fi~~ _ ~z~ _ ll , ~ ;F~, ~ I - - ~ itr I I ~ ~ ~yo I ~ SIGN: NIA 1 r ~ ~ ~ - ~ ~ ~ ~ ~ Ili ~ ~ ~ ~ ~ F ~ ~ y _ - Il ~ > , ~ / ~ , ~ ~ ~ ~ ' ZONING LINE NIA ~ f I ~ - 9 . ~ - _ S. ~ ~~y A ~ II a~ ~ _ - _ _ _ + ~ . I r r:r ' ~ ~ I r` ~ ~ / - - - - - I - - - - - 171b. ANODE AND GAS LINE NIA ~ - - ~ - 11 s ~ ~ ~ ~ i 1 ~ _ . - - ~ t / ~ A . ~ - ~ i ~ ~ , + I' i(; _ r> , ~ L I SANITARY SEWER W/LATERALS I_ ,1 . s~ ~ s ~ _ ~ ° - ~i ~ ee ea v TE.I `LEA r ' q --L L_ r I r , ~ ~ , -===L=--~- I I_ I I I STORM SEWER WIINLET a>~ I j l ~ ~ ~ . .R-- I ~ I I I ~ ; I L , , ~ ~ _ r " j , \ - I ~ , V ~ 3 g _ - ~ I ~ - 1 . a ` _ ~5 ~ _ 1,3°:3 0 _ r ~ f I' , I , i 7~ r I ! NIA TO BE REMOVED _ '^h \ _ ~ q~ a ~ 0 ~O ~ T ' ~ / ~ I PARKING SPACES ~ V~ ~ 7 ~ , I ~ F~ ~ V - ~ ~ - V ~I x _ ~ - /----i - I ~ I - - 5 zF . _ , ~ 9~ .I \ . I ~ ~r ~ ~ I ---w---- WATER<MAIN , I / ~ ` e , ~,o v, ~ r ~ ~ ;1l~E~"GARDE . e ~ ~ 1 ~ ~ - ~ ~ GAS MAIN , - , , , \ \ ~ ~ ,t• T ~'Y~=-=---- _ , ---5 -_YR, FLO®D' k~l~}~IN) ~EZ~R~~IEN C.D~~i ~ P I _ , s \ - - ~ - al_, - ` S ~ 11 y - _ _ . A 0. ' ~ ~ ° t ~~-P-~~LIFE~t~SERVICE~ v: 4 ~ , \ a \ - - ~ NUMBER OF BEDS PER UNIT.:. !A ~ , _ -__1, p °y 30 OO OO E (D) ~ ' Y ~ ~ ~ C/~Q B Y~aEW~~A ,DENS ~.~a°~`~ y~ ; . , ~ i ~ - / `i' ' ~ -i'~ ~ ~ ) ~ , ~ FE AFLOOD ^ I I I ~r`~A , pp~7~~~~~~rwr~ ,~~~o 1, / / f . 815:00-(D) - - - - \ ~ ~ ~ 9 , .3~ ~ , ~ - ~ ~ _ ~ = ~ , ~ I 2.85.5 F $L1lD. ~ ~ m ~ ~ ~ ~ y ~ ~ ~ . ~ _ , 7 ~ - ~ i - , \ ~ > ; A iii ~ LE Rol ~0~ DA 34619, , _m~,.~ ~ ~ ~ S ~ v ~ ~ b C- ~ t1 i r 11 1A ~ ~ ; / '"mom .l ~ ~ b;~.- \ ~ 6 \ ~ ~ ~ ~ - ~ ~ ~ - I I r1, r~? r °1~ I ~ I 1 ~ Q I ' 'i ~n Ilinicfll!•Tlnninl , I~IC "/A \ Y 'ffi ~ A.. LJ ~F e ~.~/Ii I I_~'X ,,~~(NDICA~PARKIN~'~~,','~r ~ - _ , ~ 6 / ' ~ ~ I ~ , _ - TO BE. MOO-D IED / L 0- _ VICINITY MAP MEET ST RDS I - I izE V I S I ONS 100, 1 T67P f 13.06 f 1 24- 12116!94 ADDED PARCEL "B" - 1 1 i I ,p a - E.=7,,Zi / I_' I AND REVISED ~ , " \ . SITE DATA. 11 1 N00o3559:11E 150.02 1 J / 2 01112195 REVISED TO r a R I < ADDRESS DRC 1.04 i of J J r h' , - I r / rc COMMENTS. F ,n FEM 30 h 41 CIS e• wTL W` ------~--I _ a z 3 02/07195 ADDED 4 PARKIN 0 ~ 33f F ~z \ `~a< ! / / y o a SPACES' 8 SANIARY + \ \ Z ~E , LINE BULKHEAD LINE \ FLO ;ZONE X 1, , 0 N ~ SEWER EASE. \ 'J - / f c~ a \i 5 S or inlets 14 x ® I a ADDED TRAFFIC 7, E ^ > / \ o I I, „Paar o SIGNS U. SKYHARBO 14 PLACE ENTRANCE ROAD. T ,f / \ 0 T. N I OULF•TO•BAY BLVD . ~ / • / -z. nit ar Manhole RY N 15 PROPOSED aANITA o w a SEWER EASEMEN~T~-;-_- R.. - 15.5 • i ` 5cnlf ay Men LE: - I .64 (NE), I mm OOO ooE s 4 02127195 REVISIONS' TO 1 I ~j / x.65 75(5) z / ae PARCEL < 4 2 X. ~NDICAP PARKING _4 m -sr _A -ENT. RD. ,To LE. 0.50 V a mm W CROSS CIR, ADDED PONDS 1 - - - FLOOD Z NE AE 9 I I: _ 10. Y SP CES REV-PARKING SPACES AND MODIFIED 920 EAaR >x :Z®.NE 8 /..G B M Moll. N 0 9,2 Lid BEACH / 2 /027 a o c o a rHORHroN REVISED SITE DATA. 2 . 0 o y u5 P r.+ . TO MET DA STANDARDS at o RD savED 4 TREES IN N.W., H , 1 18 HOUSE 8\ 2 J / 0 9 a° Q° DRUID RD ~a~ B, Q \ i I CORNER OF PROPERTY. ` / l e 1 5 C ,0/ w REVISIONS' TO PARCEL C - TAMPA A 1 L LLJ .-1 /20 z / ® I, L DUMPSTER AREA, SERVICE PROJECT AREA, RAMPING ADDED PONDS m - Q', SITE _ L ®D I { 9 Q c `O SEVILLE COURTYARDS 8' PROPOSED 5 E; 7* STORM SEWER OUTFALL. Q, 26 J1 7 10 i I I TAMPA / v[ 0°Ia I I 1 22 1 1 E it ,2c 5 / gti ® low o I AC I I 1 SAY EX. SEAWALL. 1 9 IEx. S dK let , le 0 I m TO BE REMOVED 7 V,' 020 „E 1516- CD cn 27 ?7 P/ -0 24 R,25 / 27` ® 9~ , I 1 JURISDICTIONAL LINE 4 ° 12a.I``~:.: 1 -o Q FEMA FLOOD 1~r m ZONE LINE L----- _ CB=N41015'43 E (D) 9 7 41 1+1 f X-a COMMISSION NO. C-438.03 - + _ _ A=438.33 NOO 36 59,E Iao,-- 200 e 131E i -13,18.1 0.2/ r,FrgO 20 3 R=3400.00 b _ N00.37 03 E D 359.07- (D 13 i5 I C' 2 12 0 8,7,0,6, 8 71- .a 09 - 07 2 FLOOD ZONE X 20 X22 L,O 29 ( L 12 2f 0 SEC. 17, ' T 29, R 16 D4WN/CICK~p n- Ex. Sonifory mole 0 9 a R. E. 13:6' I $ 045 57„ I oIe 9,10 I 3' a S69 _ i = r 9.8 , N30p0000 W D agc I.L. _ :...t Q -aoBIo. L ! L' 60-QL_ I a - I N 1170-001-000.. 674.29 D z SCAi Cu ZONED -18 9 0 1" _ 60' DATE E - 3 12 ALLAN J. STOWELL r d I 2873"THORTON ROAD e I LCLEARWATER, FLORIDA 34619 0 o z DRAWING OF 0 I z 1 2 0 z r:. _ CURES INLET N RIM = 3(.67 If N[- 23.56 IL SW 23.68 ©?????D?®E~??? ??????I~???? N00° „ 13 59 V ~0°13'59"W ~ ~ ~ o 4o eo ~®??Op®?C~C~C~?? S10RM__STf2UC , (INACCFSSIE3LE} ~ 8.12 ~ i ®~®®~®®~I~~f 8.12' ~ S00°13'59"W \ ®13®®~®®k ~u, ~ ~ 165.35' I ~ ~ ~~r~~~.~~~ ~ ® - _ - + ° { rq h, - - k ~ SCALE : I"=40' ®®~®C~C ~}r;~ 5 UIIW _ 5 QIiW J, l,' ) rl ~ 1.., f ~ ~~yp . HN _ _ ~ + !i 6 OHW ~ / ~ f f~ ~ , p ~ n °p ~ylt 9.•~~ KEEP RIGHT `s} ~a `'v;fl ~ - I ~ DESIGN GROUP INC, i ~ t _rt _ N00 14 03 W 109.20 ~ 6 - VF 24" WHITE `;,X ' ~KYHABO = D IV ARCHITECTURE ~ PLANNING EX. PAVED DRIVEWAY • , - ~ - AR , _ 18 7 .S. HWY 19 NORTH STOP B ITH GATED ENTRY s° w,~ TO REMAIN ~ ~ _ s+` _ - _I~ Vt r s„' s ' - it ? - _ ®6 U SUITE 220 G~ ( _ 1 _ _ _ _ . U, ,r _ -j ~ ' - - - - - ~ - - - ~ ~ ~ I CLEARWATER, FLORIDA 34624 ° a, 1 ~ ~ ~ (813) 539-7225 ~ ~ s ~ GTE ~ ~ ~r, A ~ # °a ~ ?r - } ~ ~ - \ ~,I FAX (813) 536-7942 ~~c> ~a / , «+,w o ~ s~- ~ ' , ` , ~s~ ZONING LINE ~ ~l ?f~®????®®®??? ~ ~z ~~.~~~~~~z ~ M~ ~ r '~u ~ PARCEL ..A.. I + r ~ ` ~ t.uis~rat i~ li ~ nn° ilr,r ~ ~ ~ 1- I ~~r " ~ ' m~ TURF BLOCK ~ \ ~ \ ~ ~~`6, PROPOSED I + ~ ~ p D l l 'GTE a ~ ~ STOP SIGN ° 10' I-STORY 11377 S.F. I I 4DG p99, ECORATIVE WALL y D ! : 31~ ~ ~ / ~ fF WITH PLANTER s~ ~'cre ~ ~A MIN. ~ ' . ~ RI-I ....d..;:a SALES CENTER I I ~ ~ r ~ . t „ ,x KEE RII ;x KEEL RIG~~ ~ ~ ° a ° i; F.F. ELEV. = 31.50. I t/ ( ~ to \ Rjq w pi / /i CI i > Il li ~ R -7 ~ ,„w . ~ , ~ R4-7 ~ ~ ERVI - ~o ~,ir PROP wA~ p N48°25'10"E I ~ ~ ~ ~ ~ ~ ~ ~ 210.73' ~ S ~ q ( ~ ~ ~'3 III " ~ ~ m 'a A~ 'r ~ Q~:., : ~ ~ k , I r ~.v , ~Uw O to ~ _ } ~ ~I 3 ~ p' ~ ~ 2 ~I~ I f ~1f~ F' , ( ~ I f ~ ~C I~ I I ~ i" ~ ~ ~\ti~' BURGER KING I i n ~ r+ v I~ ~ I I! p, I i Q ~ I ~ f s. S89°46'01"W ~ I o ~ ~ v, ~r ~+i ~ ~ 1 I I ~ U i I + , 3 ,,p, 135.20' I $I ~~u .I ~ o - - ° ~ r f V ~ I ~ 14 I P ~ E ~ } E III i I . Wq P01 ' ~ OB ~d ; ,.t v t ~ I I ~ I I STO IGN ~ I ~ ~v._ u I , OB 029 0 ~p ~ \ \ \ ,p PROPERTY LINE ~I ` ~ ~ I ~ I ~ ,~N~: ~ ~ ,~~Q ~ N41°34'50"W I Q 9 a m ~ e' ~ } I~ 1 ( ~ ~ , (~I 4 ~i ~ F ~J I 3 ,I~ t P~ f : ' of ~ r ~ F ~ ~ ~ , a ~ - ~f, . , , i~ ~ ~ - •iFl `di ~ ti ~ ~ r ~U X44 ~ ~ apW ~ ~@ r' s~ ~w 1VIIW ~'~•.G I, ` l '"~o \ ~ ~ 20' PROPOSED.. DRAINAGE Ddb ~ ~ ~V`~'',. ~~k , S UTILITY EASEMENT ~ ~ } APPROX. N48°24'08"E I ~ . 24.. WHI . ~ ~ • r it U ~ :A ~'L~ ~ . ~ 4 PROP. SANITARY \ ~ ~ ,LOCATION OF 310.53 ~ I ~ ~ / rg~a6 ,I , w ~ d ~ ~ SEWER SE~VICE ~ ~ \E~IST: DI 7 ~ ~`~v ~Y , t,~n rn 6" WIL "'"`tea p q~ , ` ? ~„s, x ~ , s^ ,ti , . ~ ~ i u i,i i x. ' ~ ~ ~ ~.~~r'~.(,(1 y~ ~ ~ Y S~ I / v1 of "f,g y ~ V A I tJ` I C; /1 N,= Mf I ~ ` oq k~,, i 1 y~~ ` ~ ~e: ~I ~ ~ N I21M rft3 ! a I ~ " _ . \ ,r w, m ~ • \ 1 r) ' ~ ~ PROP. FI E MAI ;r, 6.' MIN. ~l ~ ~ °s~ ~ ~ ~ ~ v ~ , ~ ~ ~ ~ ~~nl i N89°46'01"E ~ '~l ~ ~ ~ ~ ~ 4ti I ~I n~ ~ ; ~ v ~ ~ SIG ,,~.~i~ i ~v r II III ~ + + ~y ~ ` ~ + ~ + r ~ i z, ~ ° ~ '~s ~ 9.37' I f%f ) ~ v ~an, of s, I, t v % , J i I ~ .a~ ~ ~ I I ~ I ~p~ ~,11! v ~ ~ pp ~ t i~ ~ V t r rr f i i ~ I ~ ~ i ~ ~ g ~ ~ is ~ ~ ~ ( ~ .•.c'' • r I t ~ ~ •cry ,i ~ ~ ~ ~ ~ t A r IOi ~ + ~ n: t ~ I S48°25'10"W p ~ / ti' 1 p ~ ~ 1 i ~ ~ \ < ~ ~ ' ~ ~ ~ I 322.93' I ~ ~ f ~ i ~ s, ~ l CLII;TER o~A ' ,r,F~ t II ~ ~ '4 ~t r 1 1~ 1 1~ ~ , I ~t II i ' ~ 4 ~ s t t ,r 1 t~1,.~: j i { I, , ~ e 1' ~ N ~ d d 1 t,1., ~ gg ~ ~ i 16`~I,, I S(1N _MI I ~ ~ I I is ~ y r .a ~ 1 v {d p c, ~ ~ ~ ~ .ill i v r ~r ~ ~ ~~i« "s ~i:'~'' ~ , I ~ ~ ~ / I~ ~F ~ t ~i° ~ Y' ~n ~ ~ Itlfl~ 't3 ,i3r' a' ~ ~~1 1', l~ i II° I ',S fi~ ~ I ( ~ POND 'C i ~ (5\ ~~~~t ~ IL~ W rl ~ I ~ , b , v ,I V TOB-28.6 4 ~ I . ~a ' Jn ~ ~ i ~ n~~ f ~ 11 ' I ~ ~ I I I r.>2~~3/y ~ if ~I ~ ( ~ ~ ~ 9 ~ f ~ r I • B ~~iER~' y~ tT i ~ g ~ p ~ / ~ "e 4 ' a ~ ~ ~ ~ ` 55 ~ ' S, I ~ h 2 ~ t r J it I , ~ . ~ 1' ~ ~ ~ ' ~ -A..: ~ a ~ 6 9 9 p I „ W I ~ ~ r r , , n l I I~ I- I ~ $ ~ I S7 ~ ^ J ll~x ~ ~~m~' PROP. ~ r%ird.h~ I n ~ r'~ , r ~ f C)I' 1i+~9 , ~I ~ . 4 I ~ FIRE HYDRANT '~a, 1 I w v, i ' ~:,il II I ti I " , it ~ h ~ N~' ~ I ~ ~ ) ~ ASSEMBLY ~ ~ ~ 'b' ~ II , N g ' ~ti~: i ^ " ~ T V i y `,>W "~I`~ ~ I ~ ~p ~ 1 I ~ - ~ I i ii Nw~ ~.~I , DRY RETE TION ~4REA ~ , „mow II rrjj _ ~np 1 ~ 9 ~wA w.w ~ ~ I 11 ~ II NW~° ~ l.(I ~ r i I a ~ ~ ~ ~ ~ / ~~imo, ,.6 ~ m ~ I ~ ~ ~ ..,,m' ` 'y ~ FIRE DEPT. 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