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2560 ENTERPRISE RDLEGEND S. SET F. FOUND I.R. IRON ROD . P :RON PIPE N&D NAIL & DISK C.M . CONCRETE MONUMENT A ARC A/C AIR CONDITIONER AC. ACRES BFPD BACK FLOW PREVENTION DEVICE BOLL BOLLARD C CHORD (C) CALCULATED CB CATCH BASIN CBW CONCRETE BLOCK WALL CHB CHORD BEARING BUILDING CANOPY CENTERLINE CLIF CHAIN LINK FENCE CMP CORRIGATED METAL PIPE C.O. CLEANOUT GONG. CONCRETE CS CONCRETE SLAB C.T. CURB TIE CTV CABLE TELEVISION (D) DEED DER DEPARTMENT OF ENVIRONMENTAL 4,397 SF(18.8%) PROTECTION EL. ELEVATION (A) FIELD MEASUREMENT FF FINISHED FLOOR FHA FIRE HYDRANT ASSEMBLY FPC FLORIDA POWER CORPORATION GI GRATE INLET GAV GAS VALVE GM GAS METER GV GATE VALVE GW GUY WIRE INV. INVERT LF LOWEST FLOOR ELEVATION LP LIGHT POLE (M) MEASURED MAS MASONRY MES MITRED END SECTION MH MANHOLE MHWL MEAN HIGH WATER LINE NGVD NATIONAL GEODETIC VERTICAL DATUM O/H OVERHEAD WIRES O.R. OFFICIAL RECORD PB PLAT BOOK PG PAGE/PAGES POB POINT OF BEGINNING PRM PERMANENT REFERENCE MONUMENT PVC POLYVINYL CHLORIDE R RADIUS (R) RECORD POP REINFORCED CONCRETE PIPE RNG . RANGE R/W RIGHT—OF—WAY SAN SANITARY SCO SANITARY CLEAN—OUT SEC, SECTION SF SQUARE FEET TBM TEMPORARY BENCHMARK TOB TOP OF BERM TOS TOE OF SLOPE TRANS TRANSFORMER TWP TOWNSHIP UP UTILITY POLE WIF WOOD FENCE WM WATER METER M I.M. 1 11 1 X86 95 /\ REMOVE EXISTING TREE EX STORM PIPE; CONNECT ROOF DRAINS CONST. 6'x10' DUMPSTER + t. ENCLOSURE PER CITY lb A SPECIFICA -nONS. Is ■ �lc + qj b, 0 21'° (LL) -1 N.E. CORNER ,11N —VC7 SECT. 31-28-16 GRASS CON'$T. 6' 5. ' lk I ` �( R$ T-.1 TABLEJ. LVUVtKtU JULY J\ CONST. 4' SITE LOQ- LOCATION: 2560 ENTERPRISE ROAD 3 z)iuN— riL) rAKNINU, rlKt COMMENTS CITY OF CLEARWATER CONTRACTOR: CONTROL (TYP') CONIC. WALK & SURVEYOR: + DEPARTMENT CONNECTION' 1368 SPALDING ROAD, SUITE C + DRIVE, SUITE 211 CO '\-P NEW WALK TO PER FDOT SPECIFICATIONS ya 1V A (727) 822-4151–TEL CONST. 8'x8' DATE BE FLUSH WITH NEW ASPHALT - t TO BE ENTRANCE ADDITION OUTSIDE OF 500–YR. FLOOD OVERLAY If CONST. DETECTABLE SURFACE E (TYP.) L MAP PANEL NO: 12103C0085C BUILDING CANOPY REVISED MAP: SEPTEMBER 3, 2003 PROJECT SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA = 5,790 SF(24.7%) 5,847 SF(25.0%) M CONST. 39 LF 6" WATER 10 Call 48 hours before you _;19� SITE DATA T-.1 TABLEJ. DRAINAGE PIPE REVISED PER CONTRACTOR EXPLORATION SITE LOQ- LOCATION: 2560 ENTERPRISE ROAD 3 CLEARWATER, FLORIDA COMMENTS CITY OF CLEARWATER CONTRACTOR: CIVIL ENGINEER & SURVEYOR: BANDES CONSTRUCTION COMPANY, INC. DEUEL & ASSOCIATES PJL 1368 SPALDING ROAD, SUITE C 4625 EAST BAY DRIVE, SUITE 211 DUNEDIN, FLORIDA, 34698 CLEARWATER, FL 33764 TEL. (727) 733-5558 (727) 822-4151–TEL REV.# DATE (727) 821-7255–FAX BY I CHECKED] APC FLOOD ZONE: X – AREA DETERMINED TO BE Pinellas County, Florida; thence S.89*47'07"W., along the North line of said Section 31, for OUTSIDE OF 500–YR. FLOOD PLAIN L MAP PANEL NO: 12103C0085C REVISED MAP: SEPTEMBER 3, 2003 PROJECT SUMMARY & SITE DATA: EXISTING PROPOSED TOTAL BUILDING AREA = 5,790 SF(24.7%) 5,847 SF(25.0%) TOTAL BUILDING (GFA) = 5,790 SF 5,847 SF TOTAL ASPHALT /CONC. /SHELL AREA = 13,215 SF(56.5%) 12,354 SF(52.8%) TOTAL IMPERVIOUS AREA = 19,005 SF(81.2%) 18,201 SF(77.8%) TOTAL GREEN AREA = 4,397 SF(18.8%) 5,201 SF(22.2%) TOTAL PROJECT AREA 23,402 SF (0.54 AC) ZONING: C–COMMERCIAL PROPOSED USE: MEDICAL CLINIC LAND USE:. COMMERCIAL GENERAL aLNL 31/28/16/00000/110/0200 LOT REQUIREMENTS: REQUIRED PROPOSED LOT AREA 10,000 SF 23,402 SF w at CO LINE AND NEW VALVE WITH LEGAL DESCRIPTION: LOT WIDTH 100 FT 145± FT T. VALVE BOX sd 4 10/31/08 DRAINAGE PIPE REVISED PER CONTRACTOR EXPLORATION PJL 3 9/19/08 COMMENTS CITY OF CLEARWATER PJL DESIGN: BAB 2 9/09/08 COMMENTS CITY OF CLEARWATER PJL Curve-, thence along the arc of a curve to the right, radius 1060.00 feet, arc 135.41 feet —_ DRAWN: PJL 1 08/26/08 COMMENTS CITY OF CLEARWATER (AUG. 6, 2008) PJL REV.# DATE REVISION BY I CHECKED] APC Pinellas county, Florida; thence S.bY'4/_U/_W., along the North line of said Section 31, for 549.21 feet to a Point of Intersection with the Westerly right—of—way line of a proposed 80.00 foot road; thence Southeasterly along said right—of—way line and the arc of a curve to the left, radius 1140.00 feet, arc 265.00 feet and central angle of 13*19'07" to the Point of Beginning of said line; thence continue along said curve to the left, radius 1140.00 feet, are 48.38 feet and a central angle of 02'25'53" to a Point of Reverse Curve-, thence along the arc of a curve to the right, radius 1060.00 feet, arc 135.41 feet and a central angle of 07*19'09" to the Point of Termination of said line. AND Together with a non—exclusive pedestrian and vehicular easement for ingress and egress Zoning Approved recorded in O.R. Book 4688, Page 154 of the Public Records of Pinellas County, Florida, CITY OF CLEARWATER over a strip of land 30.00 feet in width lying Northerly of and contiguous to the following PVNING described line: 't Commence at the Northeast corner of Section 31, Township 28 South, Range 16 East, BY iZ Pinellas County, Florida; thence S.89*47'07"W., along the North line of said Section 31, for AT; D±!� 4625 EAST BAY DRIVE, SUITE 21 1 9 IL CLEARWATER, FL 33764 PH727.822.4151 FAx727.821.7255 I * T V� S4 CIATES WWW.CFREDDEUEL.NET CERTIFICATE OF AUTHORIZATION NUMBER 2632* .1 1 CLEARWATER FLORIDA I SUBMITTED PLANS. DATE: AUGUST 12, 2008 tiUALL: 1 20' iSWEET m TO MA' TO REMAIN /—PJ:---MOVE- 501L FOR NEW PJ-'_� REMOVE HVAC EQUIP. -- - - - - - - - - - - - - - - - - - - - - -n-i 'n n n n ifl n n Live f {{{ ��t 111 �, lU i ' ' AND TO STREET REMOVE 5HUDDERY ll : , AND T E5 REMOVE ALUM. CANOPY RE 5TRUCTURE, COLUMNS REMOVE UNDERGROUND REMOVE 511R.015EKY AND fOUNDATION5 ELECTRIC 5ERVICE TO AND TREES BUILDING EX15T. =MANh0Lf----- APPROXIMATE LOCATION EX15TING I 5TOp\Y OF UNDERGROUND ELECTRIC MASONRY BUILDING ' I �, S`Z�l I 51TE PLAN DEMOLITION NOTES: 5ERVICE 5,500 5Q.fT. REMOVE CONC. 5LA5 iii p•5'� ICA THE CONTRACTOR 5HALL 5URVEY THE EX15TING ` e f u N l FACILITY TO CONFIRM THE SCOPE. Of IBC: TYPE 11 - B DU51NE55 GROUP 13 DEMOLITION. IN ADDITION TO WALL AND- DOOR5 SHOWN ON THE DEMOLITION PLAN, ALSO Kt-5/ REMOVE ALL WALL MOUNTED FIXTURES, REMOVE 5TONE- Lu ACCE550RIE5, BRAG 5, 51GNAGE, TREES AND VENEER 5HKUB5 AND ALL OTHER fEATURE5 FOUND INSIDE THE BUILDING. IL,' TRENCH FOR NEW REMOVE CONCRETE PAVERS > WATER LINE STAMPED CONCRETE REMOVE 5hPU5EP\Y L, . 2. REMOVE AND RENDER CURRENT UTILITIES "DEAD" A L I WATER AT TRENCH L AND ABANDON IN PLACE UNDERGROUND PIPING PROVIDE NEW 51TE UTILITIE5 AND AND CONDUIT. PF\ TREE IOU-' 1 CL_ IN5TALLATION TO COMPLY WITH ALL LOCAL AND - - - - - - - "TUE 1> . . . . _3 STATE CODES FOR 51TE INSTALLATION. 3910 F - - - - - - - - 3. CONTRACTOR TO MAINTAIN 5ECURE 51TE AT ALL TIMES. NO CLAIMS Of THEFT OR VANDALISM MILL PAVING TO DEPTH 'llffCE55AKY FOR I" OVERLAY TIE-IN TO EX15TING h AVING INGRESS AND E;31ZE55 EASEMENT G TKAFff IC LIGHT 5UPFRT O —EX15TIN O.K. 500K 4G88, PAGE5 154-159 MILL PAVING TO DEPTH NECE55ARY__ - fop\ I OVERLAY TIE-IN TO EXISTING PAVING PLANT LEGEND lc� PS - PHOENIX SPECIES QV - LIVE OAK LI - f\ CREPE MYRTLE LJ - LIGUSTRUM SP - CABBAGE PALM pp tJdF Ir — x;41 i RFPPY lb W FERTILIZATION NOTES Co SHRUBS AND TREES 0 4 All trees and shrubs shall be fertilized with "Agriform" 20 -15 -5 planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at a depth that is between the middle and bottom of the root mass. ca m 0 APPLICATION RATE: a 0 1 Gallon can: OF PLANTING 21 gram tablet 6i 3 09/19/08 3 Gallon can: 2 - 21 gram tablets • QUERCUS VIRGINIANA SHADE TREE 21 gram tablets a7 Gallon can: 4 - JAPONICUM gram tablets BY CHECKED: _ 3 - 21 gram ACCENTTREE Palms: 7 — 21 gram tablets w SABAL PALMETTO Mal. 0 L COCCINEA III III ' ; r i. -} �lillllrr♦ r �. GALLBERRY INCHES WITH 30" SPACING OR 24 INCHES WITH 36" SPACING All groundcover areas shall receive fertilization with "Ozmocote" time Mal W-11"AMM release fertilizer as per manufacturer's specifications. BIRD OF PARADISE CROTON STRELITZIA REGINAE QI CL • of-, F1 I r�iii�,R� LS Z101 GROUND a SEE PLAN FOR PLANT LOCATIONS i '9j'0?f-Afl*W1 f. ♦, �..zr RELOCATED E EXISTING PHOENIX PALMS ARE TO BE lb W FERTILIZATION NOTES Co SHRUBS AND TREES 0 4 All trees and shrubs shall be fertilized with "Agriform" 20 -15 -5 planting tablets at time of installation and prior to completion of pit backfilling. Tablets shall be placed uniformly around the root mass at a depth that is between the middle and bottom of the root mass. ca m 0 APPLICATION RATE: a 0 1 Gallon can: 1 - 21 gram tablet 6i 3 09/19/08 3 Gallon can: 2 - 21 gram tablets 5 Gallon can: 3 - 21 gram tablets a7 Gallon can: 4 - 21 gram tablets BY CHECKED: Trees: 3 - 21 gram tablets each 1/2" of caliper Palms: 7 — 21 gram tablets 0 GROUNDCOVER AREAS °O All groundcover areas shall receive fertilization with "Ozmocote" time U release fertilizer as per manufacturer's specifications. CL QI CL .. WAV %A Pol uppima play prior tO CO inspection. Rchs ect on fees ao rnandevy rKum VCtI ,ULAK UK VtULSjj�IAN TRAFFIC BY A MUM SIX INCH NICK CURBING MD F EEL S P >; p� >;; 7 4 R t By, , C{ � SHRUB &c GROUNDCOVER PLANTING DETAIL CLEARWATER INDEX No. 905, SH. 1 of 1 Rev. 7/15/99 N.T.S. FN Y IkE TREES IS '0 THETREE s NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED, HEIGHT 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET LEVEL WITH SURROUNDING FINISH GRADE. 2X2 °X4' CROSS MEMBER 2 -2.5" DRYWALL SCREWS - -r • a -r• �k r• STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE RE\AEW OF THESE CLEARWATER FLORIDA I SUBMITTED PLANS. OOTBALL AND LOOSENED SOIL BACKFILL C2 °X4' STAKE- SPREAD Jw r • � �{;1 i I[Zoi I - !:�"Tiwu: IpA�IIUG�UST 12, 12 Iw�0�08 r 9 1 • s • E 0 O ea 6i 3 09/19/08 COMMENTS CITY OF CLEARWATER PJL DESIGN: BAB co I" 2 09/09/08 COMMENTS CITY OF CLEARWATER PJL DRAWN: PJL 1 08/26/08 COMMENTS CITY OF CLEARWATER (AU& 6, 2008) PJL REV. # DATE REVISION BY CHECKED: APO .. WAV %A Pol uppima play prior tO CO inspection. Rchs ect on fees ao rnandevy rKum VCtI ,ULAK UK VtULSjj�IAN TRAFFIC BY A MUM SIX INCH NICK CURBING MD F EEL S P >; p� >;; 7 4 R t By, , C{ � SHRUB &c GROUNDCOVER PLANTING DETAIL CLEARWATER INDEX No. 905, SH. 1 of 1 Rev. 7/15/99 N.T.S. FN Y IkE TREES IS '0 THETREE s NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE -NOT PRESSURE TREATED, HEIGHT 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS. 3. REMOVE ALL STRING & /OR WIRE WRAPPED AROUND TRUNK. 4. REMOVE ALL STRAPS, ROPES, WIRE, & /OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP & /OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBALL TO BE SET LEVEL WITH SURROUNDING FINISH GRADE. 2X2 °X4' CROSS MEMBER 2 -2.5" DRYWALL SCREWS - -r • a -r• �k r• STANDARDS. I UNDERSTAND THAT IT IS MY RESPONSIBILITY AS THE PROJECT'S PROFESSIONAL ENGINEER TO PERFORM A QUALITY ASSURANCE RE\AEW OF THESE CLEARWATER FLORIDA I SUBMITTED PLANS. OOTBALL AND LOOSENED SOIL BACKFILL C2 °X4' STAKE- SPREAD Jw r • � �{;1 i I[Zoi I - !:�"Tiwu: IpA�IIUG�UST 12, 12 Iw�0�08 r 9 1 • s •