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1650 ARCTURAS AVEII.. . ... W 0 S F Prop Storage Bldg. 12,20 8"Pine 15,000 S-F Elev. 60.3 4.) 3: iiti, Olt *7 "J • It 40' RIGHT-OF-WAY EASEMENT; A 40' right -of -way easement over a portion of Lt 25 -Pl�k •to' ro &:Gves, in the Southwest 1/4 of Section I , Township 29 U► R recorded In Plot Book I , Page 55, Public Recordi IL.y.'Florida, Being more particularly described as: Begin of the S* I a t q,orn- or of the Southwest 1/4 of cold Section I , and run thence North 00048'02" West, along the West line of said Section I 1 292.96 feet to a Point of Beginning. From said Point of Beginning thug established., continue North 0008'02" West , along said line, 40.00 feet; thence South $9o20'0I" East , 551-91 feet (373.05 from original deed ) to an intersection with the Southerly line at the S.A.L. Railroad; thence along said Southerly line of the S.A.L. Railroad and a curve to the right whose chord boors South 7700445" East, 127.63 feet, are Is. 127.64 feel, South 77* 04'03" East .126.44 feet, arc is 126.47 feet, from original deed) and radius is 2814.93 feet to the ton acre line; thence South 0010*28,4' East along the 10 acre line 41.32 feet; thence - along a curve to the left, whose chord boors North 760 5601" Wool 1 1'32.26 feet , arc is 132.27 feet , and radius is 2774.93 feet to an intersection with a tangent line; thence North$9020001" West,547.50 feet to the Point of Beginning. Containing 0.624 acres More or Less. I I s L"M I d I I ":.'W1 I 1 01 1 x :: . ., , ::_: f. 1: _j, :, : -'::I I f I I IC 107, X-1 IV V I IF. :. . I I I A/! — — 1- , 4 _66t.�' S60 6" Gate �101 Ve Sol) 6 x S red.- - rr 8 W Or dr fF IAN 2 5 1989- 9 I'rej. /C _?Jte PLANNING SECTION LINE If — CITY OF CLEARWATER, FLORIDA Rp FINAL' 6EWMEW ENGINEERLNG DEPARTMENT E —2 W A RCTURAS AVE AVE. f A No. REVISION Dote By Apgf CITY OF CL'Ar WAT,E4 It -7�87' mip 1 P ce) —et �,, S F _A4d Topping 5 Croak e't 510g. S�..PPrIy­:CO U IS C m'OVII-et jP • 7 Add Son.MA Invert 4-5-8�� 14 ',PAWN Alt INC�. MJP/ Rosk MJP ff Add P F 1. 3 3'5 42, ---Ovin* Note FT_�T__ �5060JAC INC I � , jr :. ­ , CITY DECKS r" M1 F410. '�* �Ieor( *Id fr., - a MjP As $ho It Add 13hriefol Note 1 27, .0-BOX 4753 P 0. BOX 4753 M P M 11 of 1, - , __ J­r a 6 Ly 1.2 3ter, Ff. 35 Rorou # 4 Force ?4oin # It ?W - r Clearw _�Qleurwuter, Fl. SCALE Ud4#, 16,ondsca Pi U 2 A5 P ♦ Changed Bid g. Size 1-24-89, JCJ It, . . I - A$>P1It11#f0 J;jD* 1�4�1 A P 0 1.,e C.01 S olg Test ka es 14 P t T� V t IMF? TWO I IL r. 1 X b 4 1 W4 E (Ag i 0 Certified as a true and correct copy. Amended site plan approved by the City Manager Jan. 26, 1989. Witness my hand and the seal of the City of Clearwater.,.w ri this twenty- seventh day of January 1989/ r at Conditions carried forward from 3 /6 /87puty City Clerk / r `y ., r F- F— a m o, 4j CD 0 r-1 a. to Cu T ro 3 Q rn 0 M SCALE FEET 00 c0 EXIST. 1 STORY STEEL BLDG 1,200 S.F. 6ll O N 0 00 0 0 N00'26'32 "E Clearwater Airpark Ex. Asphalt Ex. San MH ___\ Rim El.- 66.42 Inv. El.- 60.64 E 474.00' 60.74 W c/S C/S N89'20'1 9 "W 33.34' 4' e, 4' Exist. DooA Grate Inlet Ex. 6' Chain Link Fence (Typ; 4' , ­ 4' .. J 4' TRUCK WASH Ex. 24' RCP — Inv. El.- 61.12 4' Ex. 24' RCP . Ex. 6' Chain Inv. El.- 61.11 Link Fence (T)p) S.. Ex. 24' RCP » „ Inv. El.- 61.10 3 BLDG. C {•.... .. EXIST. {`� ... ... . EXIST. STORAGE BLDG. SAND BIN W 15,000 S.F. l ::: . J. . . . . . . .. .. ... N 4... . 101 V x O W e ......... X EXIST. ........... w ROCK BIN S89 °20'1 9 "E 45.00' RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT ENGINEER DATE APPROVED BY 1 I1 CHIEF ENGINEER DATE REVISION BY DATE N +I Ex. 24' RCP Inv. El.- 61.03 N00e08'52 "W 305.37' S00e11 20 "IE 130.00 R = 2864.79' A = 140.72' C = 140.71' CB = S74 °20'37 "E TREE LEGEND V/ RED TIP PHOTINA (SIZE AS SHOWN) OAK (SIZE AS SHOWN) 4.. PINE (SIZE AS SHOWN) HOLLY (SIZE AS SHOWN) ....... UNKNOWN (SIZE AS SHOWN) MAPLE (SIZE AS SHOWN) CITY OF CLEARWATER, FLORIDA. ENGINEERING DEPARTMENT ENGINEERING SERVICES CYPRESS TREE (SIZE AS NOTED) BUSH / HEDGE 0 LANDSCAPE / GRASS AREA ENGINEERING DEPARTMENT FIELD OPERATION COMPLEX AT INFRASTRUCTURE ml 0 +o rus .. VICINITY MAP n vClS�Y�C�r2 {�pm�eX. 1P SITECTp I I LEGAL DESCRIPTION h, 1 fic Ai F11 � J KT.S ec IN] F] 111 nJ�; TRACT 1: BEGIN AT THE NW CORNER OF SECTION 12 TOWNSHIP 29 SOUTH, RANGE 15 EAST, RUN EAST ALONG SECTION LINE 709.76 FEET TO P.O.B.: THENCE EAST ALONG SECTION LINE, 643.18 FEET; THENCE SOUTH 474.0 FEET; THENCE WEST 643.18 FEET PARALLEL WITH THE NORTH SECTION LINE; THENCE NORTH 474.0 FEET TO P.O.B. LESS THE EAST 45.0 FEET. AND TRACT 2: THAT PART OF LOTS TWENTY —SEVEN (27) AND TWENTY — EIGHT (28), LYING SOUTH OF THE SEABOARD AIRLINE RAILROAD RIGHT —OF —WAY IN PINELLAS GROVES, IN THE SW 1/4 OF SECTION 1, TOWNSHIP 29 SOUTH, RANGE 15 EAST, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 3, PAGE 15 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. LAND USE ...+ DRAWN BY DESIGNED BY REQUIRED EXISTING PROPOSED (MIN. or MAX.) ZONING DISTRICT: IL IL — USE: Gov't. Facility Go— t. v acility — LOT AREA (SQ. FT.): 431,485 S.F. 431,485 S.F. 20,000 S.F. (ACRES): 9.19 Ac. 9.19 Ac. 0.5 Ac. LOT WIDTH: 3— 08 — 308'± 100 FT. Min. LOT DEPTH: 598'± 598'± 100 FT. Min. DENSITY (BASED ON NET ACRES): N/A N/A N A BUILDING COVERAGE (SQ. FT.): 63,600 S.F. 73,200 S.F. N/A (% OF SITE): 14.7% 17.0% 60% Max. GROSS FLOOR AREA: 63,600 S.F. 73,200 -S.F. 73,200 S.F. FLOOR AREA RATIO: 0.15 0.17 0.65 Max. AMENITY AREA FLOOR AREA RATIO < 0.5: 0 0 N/A SETBACKS FRONT: 20' Min. 20' Min. 20' Min. SIDE: 10' Min. 10 Min. 10' Min. REAR: 10' Min. 1— 0' Min. 10' Min. BETWEEN STRUCTURES: 30' Min. 35r Min. 3�Min. WATERFRONT SIDE: N/A N A N A REAR: N/A N/A N/A HEIGHT: 30' 16' 50' Max. WITH BONUS PROVISIONS (IF APPLICABLE): N/A N/A N/A PAVED VEHICULAR AREAS FT.): 253996 244396 0 �SQ. % OF SITE): 58.87% 53.64% 0 OPEN SPACE TOTAL FOR THE LOT SQ. FT.): 77,189 77,449 64,723 Min. % OF SITE): 17.89% 17.95% 15% Min. FOR THE FRONT YARD SQ. FT.): 4,900 4,900 2,325 Min. (% OF SITE): 45.5% 45.5% 25% CLEAR SPACE (WATERFRONT PROPERTY): — — N/A EXTERIOR PERIMETER BUFFERS: — — 5 Front PARKING LOT INTERIOR LANDSCAPING (SQ. FT.) 31,657 31,917 14,664 (% OF PAVED VEHICULAR AREA): 12.46% 13.06% 6.0% PARKING (GIVE APPLICABLE FORMULA): — — 0 ...+ DRAWN BY DESIGNED BY TLM GLB SCALE VERT. N /A', l4 DATE 4 ;% n HORIZ r APPROVED FOR tF l - / w' CONSTRUCTION r too klw"��Lr CHECKED BY TCJ BOOK No. N/A DWG NAME 96034 CONTRACT NO. JOB NO. 96034 SWEET No. 1 OF 1 DATE 'weepuawaa -ai pmbasgn p Ptm aqd aip PMW03 Apwm" sip" WOp1POW PaDglVM Rk4AaJd P of pa(gas 11p• q MW * PaM03 -" RU 7 -1(Pm-m q vopwWO3.m 9661 "(WA 3o Alp 14 uo VLIOU 'JVPAU"3 p AP3 ap p aPoJ >teoeudo[a►aQ aP P Ms *% " Prwq Am #MA!M '%61 '►i ATM aupojp '-*!^- oe 3-da ap .(q Pa+� aM loowpe MN iotmu RL q zaldwo� saopaaad0 PPM 2w�r3 ow PPg 01 =aldmoa arsp wpayq ialsmuWaD Jo 4D Sep a°3 aqd OW J MW s PPap!wgro pmgfd& ap 9661 '1 AM u0 'Adw Palm Pug Deal g a p°S9aJ