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1751 GULF TO BAY BLVDCITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562.4720 Fax (727) 562 -4735 Compliance. Notice Planning Department P. J S. AUTO. WORLD INC 1594. S FT HARRISON AVE CLEARWATER, FL 33756 RE: 1751 GULF TO BAY BLVD Dear Property Owner: CDC2008 -01988 The City of Clearwater Planning Department has done a re- inspection at the above address and has found the property is in compliance of the following City. code: Section of City Code violated:. 3- 1204.6.. Facts behind violation: " *LANDSCAPE COVER". All landscaped areas must be covered with shrubs, ground cover, turf, three inches of organic mulch or other suitable material which permits percolation. Where mulch is used, it must be protected from washing out of the planting bed. Inorganic mulch, such as gravel or rock, should only be used where washouts occur.. Plastic sheets shall not be installed under mulches. Section of City Code violated:.. 3- 1204.L.. Facts behind violation: " "DEAD, DECLINING, MISSING. AND DISEASED PLANT MATERIAL " shall. be replaced with health material of si type in keeping with the landscaping requirements at the time of. original planting and acc or janc ith t e approved landscape Ian. / /// Inspector Sigbature DATE MAILED: 9/2/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r:\Forms\CDC—Compliance-Tree.rpt i! A er r CITY OF CLEARWATER �'EK MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 Courtesy Notice Planning Department P J S AUTO WORLD INC 1594 S FT HARRISON AVE CLEARWATER, FL 33756 RE: 1751 GULF TO BAY BLVD Dear Property Owner: CDC2008 -01988 The City of Clearwater Planning Department has done an inspection at the above address and has found the property is in violation of the following City code: Section of City Code violated: 3- 1204.13. Facts behind violation: * *LANDSCAPE COVER ** All landscaped areas must be covered with shrubs, ground cover, turf, three inches of organic mulch or other suitable material which permits percolation. Where mulch is used, it must be protected from washing out of the planting bed. Inorganic mulch, such as gravel or rock, should only be used where washouts occur. Plastic sheets shall not be installed under mulches. Section of City Code violated: 3- 1204.L. Facts behind violation: * *DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Specifically, To be in Compliance with Section 3 -1204 Part B and L you must install 5 Triple Robellini Palms in the perimeter landscaping bed along Gulf to Bay Blvd. Also any and all landscaping beds must be mulched in accordance with Section 3 -1204 Part B. No further action is required on your part if the violation is corrected by August 21, 2008. Our goal is to achieve voluntary compliance through education, communication and cooperation. We would appreciate your assistance in achieving this goal. If you have any questions concerning this matter, or if you need any additional information, please do not hesj7te to contact th y of Clearwater Planning Department. A I 0 DATE MAILED: 7/21/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 Inspector Sighoture r:\Forms\CLWCourtesyLtrCDC.rpt 41 0 ti I : Page 1 of 1 Case Activity Listing . Case Activity Listing r 1—A wo Case #: CDC2008 -01988 ,, 1751 GULF TO BAY BLVD Assigned. Done Updated Updated Activity . Description Date 1 Date 2 Date 3 Hold Disp To By Date 131' Complaint Received 7/21/2008 None M_A 7721/2008 iM—A Inspection 7/21/2008 8/21/2008 8/21/2008 None PASS M_A M_A 8/21/2008 M_A Courtesy Letter 7/21/2008 8/21/2008 None FAIL M_A 7/21/2008 M_A . Compliance 8/25/2008 None DONE M_A 8/25/2008 M_A Page 1 of 1 Case Activity Listing . Worl - -- ((- �'-1 -� S -5 r vt_ � �r�� _i':� _ ° CJ� 1(.t'✓t_, %��'v�, S � � 1(`C�7��/ Vq i 1751 GULF 10 BAS BLV 1 --? - CP2®02 -091 8 OF EXOSPNG CCNI SPACCT -- f. -- Zoning. C atfz6# 2976 j� - -- I 1 -- ET-1 ............................ 11-oll PARKING BY DISABLED PERMIT ONLY VIOLATORS WILL BE FINED $250 0011111110"m \-6" BLUE HASH MARKS ON 2' CENTERS SINGLE BLUE 6" STRIPE "a OF CURB OR OF PAVEMENT MANDATORY WHITE ON BLUE BACKGROUND NOTES: 1. METAL POST TO BE GALVANIZED, ALL BOLTS NUTS, WASHERS AND SCREWS MUST BE RUSTPR007, 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 1 SIGNS WILL BE FABRICATED BY USING REFLECTIVE COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS, 4, MESSAGE LETTERING SHALL BE UPPER CASE (WHITE)(SERIES B) 2" HIGH IN ACCORDANCE WITA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, 5, THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND INTERNATIONAL BLUE IN COLOR, 6, SIGN POST SHALL BE MIN, 2'-0 CLEAR FROM BACK OF CURB, PRE—CAST CONCRETE WHEELSTOP WT,S, L_ E G E N D EXISTING DRIVEWAY INTERNATIONAL SYMBOL 5O• FT. OF ACCESS (SEE NOTE 5) (o BLUE BACKGROUND PARKING BY IRON ROD DISABLED CONCRETE MONUMENT PERMIT ONLY VIOLATORS WILL SEE DETAILS BELOW BE FINE $250 WATER METER % 3/8- HOLES W/ HOLES DRILLED 0 ON I" CENTERS FULL LENGTH 0 METAL POST. ATTACH W/ 5/16- TOTAL GREEN SPACE 2-1/4; BOLTS, (TOP & BOTTOM 0 OF SIGN % STORM MANHOLE EXISTING METAL POST ( ASTM A-180 GRADE 8) _w_ STEEL W/ ASTM A-123 FINISH 0 IL EXIST SANITARY LINE iv Ll EXIST GAS LINE _OE— OVERHEAD WIRES CONCRETE TYPE "D" CURBING FOOTING TYPE "I'" CURBING L_ E G E N D EXISTING DRIVEWAY PROPERTY LINE 5O• FT. RIGHT OF WAY LINE PERCENT IRON PIPE ------- IRON ROD CONC, CONCRETE MONUMENT -6- FIRE HYDRANT EO WATER METER % EXIST, LIGHT POLE 0 EXIST, POWER POLE 0 PHONE BOX TOTAL GREEN SPACE PROPOSED POWER POLE 013 SANITARY MANHOLE % STORM MANHOLE EXISTING GATE VALVE _w_ EXIST WATER LINE _sS_ EXIST SANITARY LINE _G_ EXIST GAS LINE _OE— OVERHEAD WIRES TYPE "D" CURBING �zq TYPE "I'" CURBING TO COMPLY WITH CURRENT CITY CONCRETE SIDEWALKS WOOD FENCE X_X_x CHAIN LINK FENCE EXISTING TOPOGRAPHY ry PROPOSED ELEVATIONS FLOW DIRECTION EXIST TREES TO REMOVE 0 EXIST TREES TO REMAIN (SEE SIGN ELEVATION ON DRAWINGS) PROPOSED HEDGES EXISTING CONCRETE BLOCK PROPOSED NEW TREES AREA TABULATIONS REMOVE EXISTING DRIVEWAY AKA 5O• FT. �R AMES PERCENT EXISTING BUILDINGS 6,874 0.15 CONC, GUTTER, REPLACE W/ ASPHALT / VUA 12,349 0.28 48.8 % CONCRETE AREAS 889 _& NEW CURB &GUTTER SECTIONS. % TOTAL GREEN SPACE 4,975 013 19'8 % TOTAL SITE AREA EXISTING CONC, SIDEWALK TO 100 x EXISTING SIGN TO BE MODIFIED W REMAIN, �zq E4 TO COMPLY WITH CURRENT CITY EXISTING 2' CURB & GUTTER EXISTING CURB INLET ORDINANCE SPEC�FlCATI❑NS, (SEE SIGN ELEVATION ON DRAWINGS) EXISTING CONCRETE BLOCK EXISTING CONCRETE TO REMAIN N. �',` �-.`-'.�.:EXISTING 5' CONC, SIDEWALK TO N •135.0",�W EXISTING HYDRANT 145' FIRE IN EAST R,O.W EXISTING 135.0' in OF PLUMOSA AVE. BILLBOARD — 71 MONOPOLE REMOVE EXISTING ASPHALT ui 1 0 u — ------ TNSTALL 6' NQ. CUR33INQ REMOVE ALL ui I CONCj WH L STOP OP EXISTING ASPHALT� C3 19, V HICL DIS AY REA cu 17' 14 XD INSTALL- Zi FIRE HYD, II X 4— 6' CURB Lu EXISTIt•'NG ASPHALT DRIVE, Ill EXISTING ASPHALT CONSTR',UCT CONC, FLARED SIDEWALK cu o Jjj HANDICAP IN ACCORDANCE W/D,O.T. INDEX # 515 I. < ENTER ONLY SIGN ACCESSIBLE C..,) ' 15 J AWNNG (TYP,) I W 771 --SEPARATE PERMIT REQUIRED Z FROM R-❑ -W DEPTARTMENT, 0 20' 24, FRONT ED E_ -u ENTRY u z <r ;.I < u ."<- m �4 z Lu EXISTING P,P. z Lj uj LLJ z 0 W/LIGHT < _j I 8 E- w PROPOSED AUTO SHOWROOM .6 w I`_ ca < N U-,: 0- u F_ 6,138 SQ.FT. BLDG. HT.= 15' < US LJ* m >� D 04 z w CL > z �O CQ ate. 0- C3 u z < L , ��l P4 �_j .�< < _J 0 < L) I �U �4 E3 C3 LD z F- :Lj. Li > Lo OL z > I x m C3 Li Z I Lo w :Z: 25' cu z Li < L) ILD �LJ- F- LJ culi .:C3 _j 8t F- CONC. WHEEL STOPS ; .0 44' X bi ®`n EXISTING RESIDENTIAL UNIT z Ir- Lo z (SECOND FLOOR) r 1,868 SQ.FT. BLDG. HT.= cu 24' < 12; w CL cy_ 69, - --- 2.5' 11 32' II cy) 6' CURB cu 4- EXISTItTING ASPHALT DRIVE, CONSTRUCT CONC, FLARED SIDEWALK EXISTING u EXISTING ASPHALT IN ACCORDANCE W/D.OJ, INDEX # 515 GARAGE II & OFFICE 0' 736 SQ. FT. 23' TYP. X 3 EMPL, YEE PARKING SPACES 19 4 II irs 0 REMOVE EXISTING ASPHALT in 0 — —EXISTING EXIST, P " P 144.0 XISTING P,P, 4-1 CHAIN LINK FENCE & LIGHT EXISTING GARAGE TO BE W/LIGHT UTILIZED FOR CAR DETAILING INSTALL 6' WOOD DUMPSTER ENCLOSURE TO BE ONLY, NO MECHANICAL REPAIRS, 2nd FLOOR OFFICE TO BE PRIVACY FENCE EXISTING CONC, DRIVEWAY\\-- CONSTRUCTED ACCORDING TO CITY OF CLEARWATER SPECS. FINISH TO UTILIZED FOR PJ'S AUTO WORLD RESIDENCE MATCH BLDG, ARCHITECTURE & COLOR, EMPLOYEES, MDR I I I AREA TABULATIONS (PROPOSED) LEGAL DESCRIPTION: AKA 5O• FT. �R AMES PERCENT EXISTING BUILDINGS 6,874 0.15 27.2 % ASPHALT / VUA 12,349 0.28 48.8 % CONCRETE AREAS 889 0.02 3.5 % TOTAL GREEN SPACE 4,975 013 19'8 % TOTAL SITE AREA 25,087 0.58 100 x TOTAL FLOOR AREA RATIO TOTAL INTERIOR LANDSCAPE AREA = 640 SO.FT. OR 5.1% �D CD It i I EXISTING FIRE HYDRANT IN NORTH R. ❑.W. OF TURNER ST, PROPERTY FOLIO # 14/29/56Z65950/003ZOO10 Ml Gulp LEGAL DESCRIPTION: LOTS 1, 2, 6, & THE EAST 25' OF LOT 3, BLOCK "C", SUBURB BEAUTIFUL SUBDIVISION. AS RECORDED IN PLAT BOOK PAGE PUBLIC RECORDS OF PINE COUNTY, FLORIDA. DEVELOPE& PETER GIANFILIPPO 1370 CLEVELAND STREET CLEARWATER, FLORIDA 33759 (727) 461-4900 0 ARCHITECT: R.E. GREGG ARCHITECTURE 2963 GULF TO BAY BLVD. SUITE 220 CLEARWATER, FLORIDA 33759 (727) 796-8774 SURVEYOR: C) N'S , 0o worba IF I Z 0 F— CL 0 (10 LLJ 0 109�� k2a� 0 � as C) � W �zq E4 IIIIIIIIIJIUARYLOW ��s:��i�'�� 1111 1111 1 1 1 , III oil I � 1111 PRE—CAST CONCRETE WHEELSTOP kT3, L E A E N DI _j PROPERTY LINE z RIGHT OF WAY LINE ------ 0— IRON PIPE - IRON ROD ck� CONCRETE MONUMENT -6- FIRE HYDRANT om WATER' METER 48.8 EXIST, LIGHT POLE 0 EXIST, POWER POLE 13 PHONE BOX 01 PROPOSED POWER POLE S SANITARY MANHOLE 0 STORM MANHOLE _j GATE VALVE _w1_ EXIST WATER LINE co EXIST SANITARY LINE —G— EXIST GAS LINE _0E— OVERHEAD WIRES TYPE "D"' CURBING �m4 TYPE "F" CURBING CONCRETE SIDEWALKS WOOD FENCE x_x_x CHAIN LINK FENCE yh EXISTING TOPOGRAPHY' ti PROPOSED ELEVATIONS PALMETTO FLOW DIRECTION EXIST TREES TO REMOVE OP tz PROPOSED HEDGES PHOENI PROPOSED NEW TREES ROEBELENII CLEAR TRU NK, GROUPED IN CLUSTERS OF 3,1 L E A E N DI _j PROPERTY LINE < RIGHT OF WAY LINE ------ 0— IRON PIPE - IRON ROD ck� CONCRETE MONUMENT -6- FIRE HYDRANT om WATER' METER 48.8 EXIST, LIGHT POLE 0 EXIST, POWER POLE 13 PHONE BOX 01 PROPOSED POWER POLE S SANITARY MANHOLE 0 STORM MANHOLE (9 GATE VALVE _w1_ EXIST WATER LINE _ss— EXIST SANITARY LINE —G— EXIST GAS LINE _0E— OVERHEAD WIRES TYPE "D"' CURBING �m4 TYPE "F" CURBING CONCRETE SIDEWALKS WOOD FENCE x_x_x CHAIN LINK FENCE yh EXISTING TOPOGRAPHY' ti PROPOSED ELEVATIONS PALMETTO FLOW DIRECTION EXIST TREES TO REMOVE OP EXIST TREES TO REMAIN PROPOSED HEDGES PHOENI PROPOSED NEW TREES • -5 I ASNECESSARYFOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES. 3" MULCH FORMI SAUCER WITH 3' CONTINUOUS RIM :I I It I IfM E111F SPECIFIED PLANTING Mlx:--�! WATER & TAMP TO REMO\r AIR POCKETS 11=111=111 2" DIA. TREATED TIMBER STAKE�;, DRIVEN FIRMLY A MINIMUM OF 18' INTO THE SUBGRADE PRIOR TOi BACKFILLING 2 STRAND 3mm GALV. WIRE TWISTED AND ENCASED, IN RUBBER HOSE 6-91" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL. BE USED ON MAIN STRUCTURAL BRANCHES A u 9 ww'Aw TE 4-1 EXISTI w 11 sakwom ■ 11111 m1m rAm ul OTY. COMMON NAME BOTANICAL NAME COMMENTS: _j 14 < r4 ACRES E- u 0 ck� 2 LLJ Ld 12,349 0.28 48.8 0 CONCRETE AREAS E-4 0.02 cn u TOTAL GREEN SPACE 4,975 0.13 19.8 % LLJ 25,087 z E- % AT TIME OF PLANTING MIN, 8' IR HEIGHT, N 2 ALBUM SPACE ALONG R—O—W AS INDICATED, ul I G. PROPOSED AUTO SHOWROOM 6,138 SQ.FT. BLDG. �s 9 EXISTING RE (SECOD 1,868 SQAT,� __L7 -At' < Ld < Ie: u ED 0 0. ty u 0 < Li > C3 TEAL UNIT �u 4; LAND ING IN R—®I-W. 1,00R) cu 1* SEP E PERMIT REQUIRED BLDG. HT.= 24' FRO =O—W DEPTARTMENT, 69' 4- EXISTING ASPHALTj DRIVEWAY 15' CLEAR SIGHT TRIANGLE (TYP,) IffXISTIN P IN L NK -FENCE W/L1 T,: 4 DUMPSTER EN__LOSURE TO BE CTED!`ACC❑RDING TO CITY CONC RIVEWAY RWAJ�ERR SPECS, FINISH TO MATCH LDG. A CHITECTURE & COLOR AREA TABULATI_0NS(PROP0SEnN OTY. COMMON NAME BOTANICAL NAME COMMENTS: AREA S9. FT. ACRES PERCENT EXISTING BUILDING, 6,874 4 27.2 % Ld 12,349 0.28 48.8 % CONCRETE AREAS 889 0.02 > % TOTAL GREEN SPACE 4,975 0.13 19.8 % TOTAL SIM AREA 25,087 0.58 Ld % AT TIME OF PLANTING MIN, 8' IR HEIGHT, �w 2 ALBUM SPACE ALONG R—O—W AS INDICATED, �m4 E-4 SAY-,U,,E PALM _j SABAL < Z, PALMETTO GROUPED IN CLUSTERS OF THREE 'PYGMY IJ'�TE PALMIJ CL U, PHOENI 0 ROEBELENII CLEAR TRU NK, GROUPED IN CLUSTERS OF 3,1 0 x Ld I G. PROPOSED AUTO SHOWROOM 6,138 SQ.FT. BLDG. �s 9 EXISTING RE (SECOD 1,868 SQAT,� __L7 -At' < Ld < Ie: u ED 0 0. ty u 0 < Li > C3 TEAL UNIT �u 4; LAND ING IN R—®I-W. 1,00R) cu 1* SEP E PERMIT REQUIRED BLDG. HT.= 24' FRO =O—W DEPTARTMENT, 69' 4- EXISTING ASPHALTj DRIVEWAY 15' CLEAR SIGHT TRIANGLE (TYP,) IffXISTIN P IN L NK -FENCE W/L1 T,: 4 DUMPSTER EN__LOSURE TO BE CTED!`ACC❑RDING TO CITY CONC RIVEWAY RWAJ�ERR SPECS, FINISH TO MATCH LDG. A CHITECTURE & COLOR AREA TABULATI_0NS(PROP0SEnN OTY. COMMON NAME BOTANICAL NAME COMMENTS: AREA S9. FT. ACRES PERCENT EXISTING BUILDING, 6,874 015 27.2 % ASPHALT / VUA 12,349 0.28 48.8 % CONCRETE AREAS 889 0.02 3.5 % TOTAL GREEN SPACE 4,975 0.13 19.8 % TOTAL SIM AREA 25,087 0.58 100 % TOTAL FLOOR AREA RATIO = .27 TOTAL INTERIOR LANDSCAPE AREA = 640 SQ.FT. OR 5.1% OR al P WR PROPERTY FOLIO # 14/29/56/8595;0/003/0010 CURB'S or 1111�QUJRII"D where, interior lon(I',caped, arcmis abut j)avczjj(,,,rjt. A) ,.L farldsct- TnuFt be per approve(j p, .1,111 prior to a 'co Beinspection &,�,4 are marrjfj,,t,,,y. A_jNY CliAINGIES 1Lj _C v CATIO_Ns, (_"ak JA N G LANDSCiif'-E t 'tea APPROVED AS NOTED Date 2 - (cr .,, z_ By PLANT' LEGEND OTY. COMMON NAME BOTANICAL NAME COMMENTS: LAGERSTROMIA AT TIME OF PLANTING 4' CALIPER INDICA OR MULTI TRUNK. MINIMUM HEIGHT 8' REX AT TIME OF PLANTING MIN, 4' CALIPER, VOMITORIA MINIMUM HEIGHT 8' C) DICTYOSP'ERMA AT TIME OF PLANTING MIN, 8' IR HEIGHT, �w 2 ALBUM SPACE ALONG R—O—W AS INDICATED, �m4 E-4 SAY-,U,,E PALM SABAL AT TIME OF PLANTING So, 10' PALMETTO GROUPED IN CLUSTERS OF THREE 'PYGMY IJ'�TE PALMIJ PHOENI AT TIME OF PLANTING 3, 4" & 5' HGT'S ROEBELENII CLEAR TRU NK, GROUPED IN CLUSTERS OF 3,1 Z 0 k too,,,, i AT cl.) Ic � C) C) � �w �m4 E-4 k too,,,, i AT cl.) Ic � METER ___j L—SERVICE REDUCED PRESSURE BACKFLOW —PREVENTER ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE SALE TIES 4" VERY, FACE 2`x2" STAKES 1 I/V TO 2- FLO_W IN GROUND WIRE TIE -\ZZK� n I HAY SALE SECURELY TIED BALES TO BE STAKED WITH 2".2 . s AS REQUIRED TO MAINTAN PROPER ALIGNMENT kNIZED EROSION CONTROL. FD C ,QVER ° O. EQUAL ASPH, IFA a an (L z LU Uj 0 W WYE PLUG 6 ft OR 8 IN. PIPE TYPICAL CLEAN—OUI L E G E N D -11-- GULF TO BAY BLVD, REMOVE EXISTING DRIVEWAY & CONC GUTTER REPLACE W/ SILT FENCE (IN CORFORMANCE WITH SEC. 985 FOOT SPEC, FDOT INDEX 102 FD❑T INDEX 102 TYPE III SILT FENCE NOTE: CONTRACTOR TO MAINTAIN SILT FENCE THROUGHOUT CONSTRUCTION OF SITE, AND IN AREAS OF EROSION, PROPERTY LINE & GUTTER SEC NS. RIGHT OF WAY LINE 6"- w IRON PIPE ........ IRON ROD 44' CONCRETE MONUMENT 8' CP FIRE HYDRANT CONC, SIDEWALK TO WATER METER 0.28 EXIST. LIGHT POLE 0 EXIST. POWER POLE 0 PHONE BOX 0 PROPOSED POWER POLE (S) SANITARY MANHOLE 0 STORM MANHOLE 0, GATE VALVE —W— EXIST WATER LINE —SS— EXIST-SANITARY LINE 0 EXIST GAS LINE —OE— OVERHEAD WIRES D TFIZAINAGE & TYPE "D" CURBING EXISTING RESIDENTIAL TYPE *F" CURBING EXISTING CONCRETE BLOCK CONCRETE SIDEWALKS EXISTING CONCRETE TO REMAIN T, 7. WOOD FENCE X—X—X CHAIN LINK FENCE z z EXISTING TOPOGRAPHY ti PROPOSED ELEVATIONS FLOW DIRECTION II`4G•5' C'ONC.• SIDEWALK TO EXIST TREES TO REMOVE 0 EXIST TREES TO REMAIN (y- PROPOSED HEDGES OPROPOSED NEW TREES -11-- GULF TO BAY BLVD, REMOVE EXISTING DRIVEWAY & CONC GUTTER REPLACE W/ SILT FENCE (IN CORFORMANCE WITH SEC. 985 FOOT SPEC, FDOT INDEX 102 FD❑T INDEX 102 TYPE III SILT FENCE NOTE: CONTRACTOR TO MAINTAIN SILT FENCE THROUGHOUT CONSTRUCTION OF SITE, AND IN AREAS OF EROSION, EXIST, SAN. M,H, �Zr- NEW CURB & GUTTER SEC NS. AREA 6"- w 6" PERCENT W 44' 0.15 8' CP EXISTING CONC, SIDEWALK TO 12,349 0.28 48.8 % co 'bt, 0.02 3.5 REMAIN, 1016 M 0.13 19.8 % TOTAL SITE AREA 25,087 0.58 100 5' 0 < M, EXISTING 2' CURB & GUTTER EXISTING CURB INLET w D TFIZAINAGE & EXISTING RESIDENTIAL UNIT CU EXISTING CONCRETE BLOCK E--4 EXISTING CONCRETE TO REMAIN T, 7. -z V1 z z 13 5 0 II`4G•5' C'ONC.• SIDEWALK TO cu (y- GO ii 145' EXISTING FIRE HYDRANT IN EAST R.❑.W in 135.0' Lr) 1,868 SQ.FT. BLDG. HT.= 24' OF PLUM❑SA AVE. -Z Ij REMOVE EXISTING ASPHALT L0 V) < 51 69' 10 (0 lb 10 U z NEW 6' CONC. CURBING 32' Ld C==== ONC fl 6' CURB WH C3 STOPS CD 0i 41 C3 N Ib 10 17 ' ro EXISTING ca ;r CU 19, cu GARAGE VE CLE ISP Y A A 6' CURB ro 10 1;1IRE INSTAL HYLD ANT 10\ Lo I f 10\ y 736 SQ. FT. 23' zi jj. -t- TYPI (4 X 40 Uj I Ncs CP lb 10 �u C ALE F-1 ACCESSIHANDI E 0 5' II CONC, WHEEL STOPS U 7-- P4 0 Lq 20' 24, FRONT ED E- E- ENTRY EXISTING P.P. F- Li z 0 WfLIGHT > LLJ E-4 LJ if UI r0q PROPOSED AUTO SHOWROOM LLI N / W z11 q' 6,138 SQ.FT. BLDG. HT.= 15' > C31 C3 \0 (FINISH FLOOR ELEVATION 68.65) `° n -31 -J' U -Z < 1 U LD z —11 1b 0 < F- 0 z 25' Cu I v1 EXIST, SAN. M,H, �Zr- :33 EXIST, SAN, M.H. rn cc # M 6 # N 9.4 st 4.44. .w# -# 1 . #i I I C) C� 'IT I )11 EXISTING FIRE HYDRANT IN NORTH R❑W, OF TURNER ST. 3.2.1 Silt Fence: Use silt fence or straw bales at all locations where sheet flow runoff leaves the site. It is not necessary to use these at locations where runoff enters the site. Silt fence is also used for inlet protection and within dry retention ponds to filter runoff prior to discharge, Do not use silt fence or hay bales in water bodies. Use turbidity barriers when the barriers must be placed in water bodies. 3.2.2 Straw Bales: A straw bale barrier is a temporary sediment barrier consisting of a raw of anchored straw bales. The primary use and purpose of a straw bale barrier is the some as that of a silt fence. Refer to the previous section for recommendations. Straw bales can also be used in ditches as check dams. Use F.D.O.T. Index 102 for determining spacing and configuration of bales used as check dams along ditches, Sediment deposits should be removed when the level of deposition reaches approximately 1/2 the height of the bale. The useful life of straw bales is about 3 months. Straw bales have less filtering efficiency than silt fence, but their flow capacity is greater. 3.2.3 Staked Turbidity Barrier: Unlike silt fence, this material is impermeable, thus totally blocking any flow, Its main purpose is to contain silts and sediments to a particular location. Use stakes turbidity barrier in permanent water bodies that are less than 0.91 m (3 feet) deep. F.D.O.T, Index 103 shows the construction details. AREA TABULATIONS (PROPOSED) �8 AREA SQ. FT. :Cc, 0-1 PERCENT EXISTING BUILDING 44' 0.15 8' CP % ASPHALT / VUA 12,349 0.28 48.8 % co 'bt, 0.02 3.5 % 1016 M 0.13 19.8 % TOTAL SITE AREA 25,087 0.58 100 5' 0 < M, �' w D TFIZAINAGE & EXISTING RESIDENTIAL UNIT CU ;T--4 E--4 CL -z V1 z z (SECOND FLOOR) cu (y- GO ii UJ in 1,868 SQ.FT. BLDG. HT.= 24' Ij V) < 69' 10 (0 lb 10 lil 32' fl 6' CURB Cu EXISTING ASPHALT EXISTING ;r CU GARAGE <01b ro 10 & OFFICE 10\ 10\ 736 SQ. FT. 23' jj. -t- TYPI 40 :33 EXIST, SAN, M.H. rn cc # M 6 # N 9.4 st 4.44. .w# -# 1 . #i I I C) C� 'IT I )11 EXISTING FIRE HYDRANT IN NORTH R❑W, OF TURNER ST. 3.2.1 Silt Fence: Use silt fence or straw bales at all locations where sheet flow runoff leaves the site. It is not necessary to use these at locations where runoff enters the site. Silt fence is also used for inlet protection and within dry retention ponds to filter runoff prior to discharge, Do not use silt fence or hay bales in water bodies. Use turbidity barriers when the barriers must be placed in water bodies. 3.2.2 Straw Bales: A straw bale barrier is a temporary sediment barrier consisting of a raw of anchored straw bales. The primary use and purpose of a straw bale barrier is the some as that of a silt fence. Refer to the previous section for recommendations. Straw bales can also be used in ditches as check dams. Use F.D.O.T. Index 102 for determining spacing and configuration of bales used as check dams along ditches, Sediment deposits should be removed when the level of deposition reaches approximately 1/2 the height of the bale. The useful life of straw bales is about 3 months. Straw bales have less filtering efficiency than silt fence, but their flow capacity is greater. 3.2.3 Staked Turbidity Barrier: Unlike silt fence, this material is impermeable, thus totally blocking any flow, Its main purpose is to contain silts and sediments to a particular location. Use stakes turbidity barrier in permanent water bodies that are less than 0.91 m (3 feet) deep. F.D.O.T, Index 103 shows the construction details. AREA TABULATIONS (PROPOSED) �8 AREA SQ. FT. ACRES PERCENT EXISTING BUILDING 6,874 0.15 27.2 % ASPHALT / VUA 12,349 0.28 48.8 % CONCRETE AREAS 889 0.02 3.5 % TOTAL GREEN SPACE 4,975 0.13 19.8 % TOTAL SITE AREA 25,087 0.58 100 70 0 1-- 0- I cat �8 't 00 (0 af e4 " "4- 70- 0 a ca C= 0 U— 0 10 20 40 1% ..... ILE- 0 001M C) < M, �' w D TFIZAINAGE & C= ;C= < ;T--4 E--4 CL -z V1 ul: Cr- (y- GO UJ in cat �8 't 00 (0 af e4 " "4- 70- 0 < C= 0 U— 0 10 20 40 1% ..... ILE- 0 001M SCALE: 1 = 20' < M, j D TFIZAINAGE & C= ;C= < P��LA�N CL -z V1 ul: Cr- (y- GO UJ in cat �8 CS af e4 " 70- 0 0 10 20 40 1% ..... NEW_ )/0 SCALE: 1 = 20' SHEET U-3 D TFIZAINAGE & T UTILITIE'S T P��LA�N -z OF fl L E G E N D, CIGAR OUT PALM BUD AND FRONDS PROPERTY LINE EXISTING BUILDING PALM FROND BOOTS TO REMAIN INTACT 0.15 IRO19 PIPE, ------ IRON ROD 128 (3) Z x: 4- WOOD CLEAT U FIRE HYDRANT (3) 2- )C 4- WOOD BRACE WATER METER TOTAL GREEN SPACE (Wire to tree) 0 EXIST. POWER POLE 0 co 0 PROPOSED POWER POLE (D 3*-4" SOIL SAUCER @ STORM MANHOLE GATE VALVE 3" MULCH LAYER! _SS_ EXIST SANITARY LINE _G_ EXIST GAS LINE _OE— OVERHEAD WIRES TYPE "D' CURSING v-4 (3) 2" )C 4" X 30" WOOD STAKE CONCRETE SIDEWALKS WOOD FENCE EXISTING SOIL CHAIN LINK FENCE 4`3 EXISTING TOPOGRAPHY' 0 PROPOSED ELEVAMONS PREPARED BACKFILL (See Note 71 FLOW DIRECTION EXIST TREES TO REMOVE SET ROOtTBALL ON UNDISTURBED SOIL. EXIST TREES TO REMAIN ZD MIN. 36' ROOTBAUL DIAMETER. TYPICAL PALM TREE PLANTING L E G E N D, ALRI-S PROPERTY LINE EXISTING BUILDING RIGHT OF WAY LINE 0.15 IRO19 PIPE, ------ IRON ROD 128 CONCRETE MONUMENT U FIRE HYDRANT 0.02 WATER METER TOTAL GREEN SPACE EXIST, LIGHT POLE 0 EXIST. POWER POLE 0 PHONE BOX 0 PROPOSED POWER POLE (D SANITARY MANHOLE @ STORM MANHOLE GATE VALVE EXIST WATER LINE _SS_ EXIST SANITARY LINE _G_ EXIST GAS LINE _OE— OVERHEAD WIRES TYPE "D' CURSING v-4 TYPE "F" CURBING CONCRETE SIDEWALKS WOOD FENCE z CHAIN LINK FENCE 4`3 EXISTING TOPOGRAPHY' 0 PROPOSED ELEVAMONS FLOW DIRECTION EXIST TREES TO REMOVE O EXIST TREES TO REMAIN ZD PROPOSED HEDGES PROPOSED NEW TREES m 2 X FALL DIA. MULTI-TRUNK TREE STAKING If-4 Ul T V. U 4__ uL' T' BAY BLVD. at rmr VIROPERD FOLIO t lEGAL DESCRIPTION.- ANY k-_NGE3 IN ST?rCjrS. SPrClrICATTONS, OR S"" DFTIIED]dll"C'10�i i IL iNDLUS PLA� A.PPIZOVAL VOID, LAIJ I INL 145'— EXISTING FIRE HYDRANT IN EAST R,O.W OF PLWM13SAo AVE. wdw- INAE"i wArm-il u '. N* • 6,138 SQ.FT. BLDG. HT.= 15' M-E-1. ALRI-S RERCEUT EXISTING BUILDING 6,874 0.15 27.2 X ASPHALT / VUA 12,349 128 48.8 % U 889 0.02 3.5 % TOTAL GREEN SPACE 4,975 0.13 19.8 % TOTAL SITE AREA 25,087 0.58 100 x 77. • 0 v-4 LJ z '. N* • 6,138 SQ.FT. BLDG. HT.= 15' EXISTING -4:' CRAIN LTNK FEUCE-- EXISTING RESIDENCE AREA M-E-1. ALRI-S RERCEUT EXISTING BUILDING 6,874 0.15 27.2 X ASPHALT / VUA 12,349 128 48.8 % CONCRETE AREAS 889 0.02 3.5 % TOTAL GREEN SPACE 4,975 0.13 19.8 % TOTAL SITE AREA 25,087 0.58 100 x 77. Emu, ZD 44' EXISTING RESIDENTIAL UNIT (SECOND FLOOR) 1,868 SQ.FT. BLDG, RT.= 24' 69, cu a. EXISTING GARAGE lak OFFICE '736 -SQ. FT. MSim il 091 EXISTING -4:' CRAIN LTNK FEUCE-- EXISTING RESIDENCE AREA M-E-1. ALRI-S RERCEUT EXISTING BUILDING 6,874 0.15 27.2 X ASPHALT / VUA 12,349 128 48.8 % CONCRETE AREAS 889 0.02 3.5 % TOTAL GREEN SPACE 4,975 0.13 19.8 % TOTAL SITE AREA 25,087 0.58 100 x TOTAL FLOOR AREA RATIO TOTAL INTERIOR LANDSCAPE AREA = 640 SQ.FT. OR 5.1% PROPOSED WOOD FENCE MAX. 36' IN HEIGHT 25' FROM PROPERTY LINE, DUMPSTER ENCLOSURE TO BE ' CONSTRUCTED ACCORDING TO CITY OF CLEARWATER SPECS FINISH TO MATCH BLDG. ARCHtTE&URE: &. CIBLOR, EXISTING FIRE HYDRANT IN NORTH R.O.W. OF TURNER ST. AYA, landscaping must 'be prop(,rly installed per approved plan prior to C 0 Inspection, Reinspection fees are mandatory. 'ALE: 1 " = 20' Z 0- I J ww" All 77. Emu, lak DUMPSTER ENCLOSURE TO BE ' CONSTRUCTED ACCORDING TO CITY OF CLEARWATER SPECS FINISH TO MATCH BLDG. ARCHtTE&URE: &. CIBLOR, EXISTING FIRE HYDRANT IN NORTH R.O.W. OF TURNER ST. AYA, landscaping must 'be prop(,rly installed per approved plan prior to C 0 Inspection, Reinspection fees are mandatory. 'ALE: 1 " = 20' Z 0- I UUM J UUM