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07/30/1998
07/30/1998 1016 BELCHER RD N HERCULES HYDRAULICS Central Permitting Department Interoffice Correspondence To: der, Interim Directo Parks ecreation_MM.*ke Gust, Traffic Operations ngineer, Bob Perkins, Engineer II; Tim Kurtz, Environmental Engineering; Jeff Daniels Interim, Fire Marshall; Kevin Garriott, Interim Building Administrator; Lou Hilton, Senior Planner; James Maglio, Solid Waste Superintendent; Chuck Warrington, Managing Director Clearwater Gas System; Central Permitting Zoning File From: Teresa Mancini, Planner Subject: Certified Site Plan - Hercules Hydraulics L' Date: - July 3d,-1998 ? rW.. ?u 1998 RECREA r/Q? 4 Ip 4y 14$ 13 $ 1 2 ] Ie 17 l 151 S A R ARLINGTON PLACE 1 2 J 4(jj 6 s 9 7 b 14 Q 4»13 9 ' X12 I 6 I ` 11 J?' t? G / ? p 16 0 b 6 _-y` 17 I v I 20 21 I i I a 32/03 p OL I I = "OJJ/10 ? I P/SP I w 33/11 3 TERRACE 1 z 31 s1 j 6$ §7 a 101 34 33 322 31 JD 29 2e 27 26y 2s tOJ? 101 tplp t? 99? 9e? 97? ?? 9s? 94? 93 62 -1 641 e5a 66 -1 ?A -.1 1 9D$ 91 92 aN Me- 19 0 1e R ?t 7 + ^ - R LORENA LANE A DRIVE 4 20 39 N y r» 21 N a 22 40 rN 11$ 111 131141 15115117 24 xJ 2i 21 2D t9 1e ul 23 41 .sr el So 79 76 177$ 1761 1731 j 741 731 72 1 71 Gop 0 621 63 641 .65 4 661 $ 57 1 69 t 0 %16 e ?t5 e .1 M y 14 G 24 R ELLA PLAY t 66 . " 13 DRIVE a pr 42 m 25 59 41i "11 S6I SS $ a 1 1 = piANGCR IU, m 2 3$ 4$ 5? 6$ 7$ e 1) 1) 13, , 1) lei 17"M i 9 10 c 1 . q-7 K 33 3z 31 >0 ?4 2e 271 25 26 24 23 22 21 20 19 is ,. $ $ $ $ $ $ j 7E $ $ $ $ II I ` 9 - 43 A41 53 ® 12 18 11 0 all z {7.. b 49 SO S) 32 y 10 A"; 7 " w g 4 $ %0 6 20 45 R OpRA 9 DRE11 AIM s 6 ce CITY OF CLEARWATER AND VICINITY PINELLAS CO.. FLA. LEGEND O BLOCK NUMBER AGREEMENT TO ANNEX 2412 LOT ADDRESS ? CITY OWNED PROPERTY SHADED AREA DENOTES PROPERTY OUTSIDE CLEARWATER CITY LIMITS Q..w N/l.n) O aro m/an. m •)a. .. ®.sa) o./7.M 0 ssu m/n H. 0.s)7 0/m 0 "13 III/W. 0yn a/roM 0-2 Qs»s anv4, Q s.7a N/Nna u? 2718 272A 2728 2808 281A 2818 2898 290A 2908 MATCH SHEET No 170 100 79 0 106 I00 L 3 NORMAN DRIVE i 2 "" A 2 3$ 4$ $ 7 A se 1 S 6 CONIM I $2$ p 1 11 L1 ¦Q I5. 1 ?$ ?7? C $9C A 7o $101 11 lz C /3a 14p ?0 PH it SW 1/4 OF SECTION 4M1 . D ? m 4e-ue 07 - 29 S - 16 E PR E i A ? j u RR C ?! ? D A e C D E f4 0 N 1 J 4 N 33/+2 30 z9 ze T7 26 zs 21 23 0 19 2 ? d 31 ?. PH 1 p $ I L $ L p ?. $ 40-72 DAR 08/18/95 1 R OR[N STREET _ - . . - _. . . . . .. ..1 I c' R' 528 200 SCALE ZONING 1 281 A O 32/04 ib - NI COLLEGE HILL •» pl McMULLEN 1A x p '"0 HI R T sx/ot 2 •"'x 1 AINI4 w 5 p D H ESTATES 3A a 1 CL ] 3 6.w IN „ 4 a q4P ? 32/02 .p . •" ? ?T 2 7., 25 S 4 E ?` w w to IS AD 6 iA « CEMETERY g 4 • 6 town . 7 g M ) e 63-48 9 m 0 w ?` ? 7 .-95 t l af,4.4+w 1P 9 ? OC 5 n 1u POD SA nI .,>, 6 ..s 21 1 `"' 50 44? 4ei 47$ 46 6 ?4 ? •• Nr 14 ? R VARSITY DRIVE 7 0112 N• ?" N! a. 1 "I 20 2,n 17 a 1e 3s J 13 0 N! >.r "I r.u 19 3NI 16 19 "'32 SMr 21 P/SP W 5 H 1` - P ? 19 ' rN >arJ1 36 >a 15 10>a. "f Q ir W >» O 4 rN EV 15 10 F •- I W S >p.14 2+ p 30 37 1 O 32/03 3 C V1 16 ! x-46- y ? IN /Ir .!I W 71N n 23/.. N z 29 79.. . 17 ? y -- 12 'N t .. 4N 6 J t1 . t• I4 N 7 40 M IS IN •y 1» I 1 16 13 14 9 10 25 I6 41 Nf 49 NJ M .4 Nr Nf p N, .Of p .N b SHARKEY AD $ 33/04 33/03 32 * 31 JOt 29 xea x 7 29 25$ 24 j 2J R 2I -12, 0 A R 0 33/06 33/05 JS ?, R ANNA AVENUE R -20- .,rte tt R 1. 7 6 36 p 33/06 4» .» 4 •? 5 a 33/07. 33/02 33/01 w 31 AN F m_ 11 12 13 14 IS 16 17 te? 19 t 1 CITY OF PAUaET 0 y -- - STREET -- -- CR. 550 C L E A R W A T E R 1 HERCULES aet AND VICINITY w w COURT I ' 84 96 PINELLAS CO.. FLA. I - .., -%. 4 & 4? P G AIR 2 4 ,? Leo P/ P 4.0 ? LEGEND I e ?A Q? i O? .0e O I? BLOCK NUMBER 4? 7 s k s ' 3 2 3 0 ? AGREEMENT TO ANNEX I "' Z ma THE 800 PROF. 2412 LOT ADDRESS 1 Q• 3 ,,,...,. b... CENTER 88-82 CITY OWNED PROPERTY aao ar. .ae, wa ww SHADED AREA DENOTES w. E g n`n PROPERTY OUTSIDE 1 - PUA aa1 CLEARWATER CITY LIMITS E 0 , Is 16 12 4 • w Cn O V 1M Q.,.a wM/s .w W > A m.,sa oaneno mff.Of/O.nl tar a 13 NO C 0 N A I? © w ENE E 16 TR i MAaI Yli T I ao MAMLYN / 12 N 1 t W ..a 1 12 1 • W A E 21 20 ,yl .17 7 I • ?{ ° q4 19 9 .w .n 2 11 M 2 2, m 2 11 .w 2 J ??t+ 1 ?6 i ? .w 1 NL' , % t" 91 3 N 17 q Q 41 3 .q 3 0p 10 1(?p E • S 2 C 10 lfp 000 1 «a A E 3 J a a M 3' `S G Q0 00 ?J 16? S' U < U ?a'a .aa U P E L ?l? I .w • 9 «a Aw A4_ • • 1 6 T 1• ° A % %% 7 y1 1 mdc1R1Fr KS Is 2°a 1P ?y?+W1? ?: \\ / ?? PGA"' In 271A 2718 272A 1 to 1 1 1 i Is 35 K` QO cc? 4 / O p u 280A 2806 281 A 2 9 awe Ce, 2" 002 t• wa xa 34 BER wla, 290A I S JIM ° c3 w- w 3 aaaq 3 U aw 37 Y 4 s ?r ® OAKS CONDO 1 1 289A 2898 w 3 E ` • 12 f s 96-69 1 MATCH SHEET Z4 r+ 1 e 1 ,.. i y ¦a ww, s • K x 3 05F.? s PINE 6° DE L s 6 s N e r.s 1 ?? 42"°+ O lL 4 10 7 3 tEO 1y) w b o p 100 ° 10 I' + ?$ RS 8 2 aVA - 2 O /E 11 12 13 1 1 a 1 a1 ?7 9 ?O `\\ J • 1 aar 2 c 2 e ?+?• O t?L / 2 \- - T? ° 10 4 - P9! $ SE 1/4 OF SECTION ° u 1 ??e ??9 q?q4„ 1 \\\ \\\ \\ \\...... 6 12 - 29 5 - 15 E 3 3 4 4 590 Daft STREET 9 DATE 5/25/95 -I-- -- -- -- -- -- -- -- -- CR. Ste 200 SCALE ZONING 280B r- I r la rr. ? 22/012 SALVATION I ARMY O G ,-1-11 COAC M RIDGE A-lU a TRA SIM R ?- 22% 29] Tan 88-73 .nr lee ae wn 169 c 21/02 ,16 w C 70e <4 2 ci ww X11 J 171 I 1 172 p 2 06 2 G +>Q 15! U 603 WA 3 xa 267 173 19 v 401 302 070 '02 H$ 10 a ee 232 ` x3e?L 216 /25". 22/01 11142 o • e '8-+ 4l .f 176 ?y233 231 MINO CAP I 66 v v uo ?' x36 236 a 212 ? •+ C t. N 175 j1v 2,J 176 123 122 12, f war °n 1T 235 ` z„ Y °4+ ,C Ioe 20761 zoe xos zoa 1 °j1a1) '76 1.? sio.'Aft 177 7?, .P b yy210 209 • C g / . 4 3 hM 176 b FLINT LOCK DRIVE 2 J Q? t 179 A 161 1851 202 • C 160 181 182 +63 A I '4 rN£ ?O/yG f7'TTa Co lee 20 03 CENTER ?p?, y nn o xo, +. x2/02 N 187 OS/R ?.. ?? i Y-fp"s21/04 ? %I COACHMAN RIDGE PARK qo?a +ee y6 z I 7 6 ^/8 on Orm-? ,M1 :1 w leg 64 q+Q zf I / c.~ ' ?'e? 190 ae COACHLA p 10 S. + ft` 'op at" At"'C41C, 191 1 1 3 11 I 1 u. '° o°cte HILL is RORD 12 I 6 ] 73/06 Of 1?1 Mill I ¢ 16 j6/o I too d+ t? 13 26/021 26/02 t 6 q 20 .P ESTATES 1 6,w & nrs 17 !' 1 t? 75-91 II ra wr 23/06 14 23/01 16 3 21 t S4 I 1 23/011 P01924/06 I; 1] 1 11 2 26/03 IT NORTHEAST I? $ 23/02 D COA 1 MAN EST. ST, 16 P K II b5 of ?r L p O /R 1 t 6M 23/021 23/07 R13 T IZ 13/02 M 1 77-95 ??' - - COLLEGE HILL OR, R$ 8 CITY OF CLEARWATER AND VICINITY PINELLAS CO., FLA. LEGEND O BLOCK NUMBER ? AGREEMENT TO ANNEX. 2412 LOT ADDRESS SHADED AREA DENOTES PROPERTY OUTSIDE CLEARWATER CITY LIMITS wu+ ao un.ro 7 Hr1 ,7Mro ? u6• uMro •v •7/OS/n s W1 n6ro N 2628 263A 2638 2718 272A 2728 2808 281A 2818 MATCH SHEET no ISO loo So 0 IOD 201) NW 1/4 OF SECTION 07 - 29 S - 16 E ,-,t 3/28/95 200 SCALE ZONING 272 i i - - rr "r./to w 4N4-144 7 ODAN - - - - - STREET m IL ,2/011 12/01 m ~ i I I I I I I 12/03 ua4 w I I _ o,a 11a11m 1RVpn ? I I I I '1 1 1 . 1 on o.1[e w.. I I A 11 NI I I I ~ 1 1.volaa ANN A I :. 1! /"b E1 ?' I S IL C. i - dl I r R IL 4 aaa 4 '` I I I I ' 4 fe I q SR ## ? 1! 2 I I I 0 ! • r.., en I Hra I \\ \\\ ??? \ \ T ? I 9 I I 1/ 12 1 ? 2 4jrt0 C ; STREET s 1 13 I I I M+1 G g ' ; 0 V S E ILA 14 I I - - -- r -- -- 1 3 1- 1 I O, 5 ? I T r T7 7 r ?; I I 1 9 I_ - ID I i I I 12 - 1 I I I la a< I l i a.? ; 1 ae ?3 , 1< a li 4 1 s I i ? m «r I $ RNIGf $ . ROAD e e 13/O! '" • 13/041 17/02 13/01 14/02 - k r4a1 • 13/051 17/04 13/03 'r I i aw wr 3/042 g ¦ ,aa 'n' 13/00 11/06 14/05 raw 1 ,p1 13/00 14/051 /as/12 13/071 13/044 13/032 13/031 13/10 14/11 1 t1/01 13/07 nw 14/10 14/03 1 I r4 13/00 13/043 8 3 m. I a IL 13/002 R,a 14/04 I L I 13/001 13/11 I 9 HEAVER r4-14H PARK ORPA $ 14/04 - .n li >E Ii >l >? 064 17/14 13/141 ANNI arr GLAINIAIP I F A i 13r5 ,7r! ,7r ANN 14/ax, 1311: r4a m I 13/22 rR r" IL 14/02 14/00 t a• A 13/21 I * PALMETTO ?snaa 0- lTREEt - RIY _ x''111 9 CITY OF CLEARWATER AND VICINITY PINELLAS CO., FLA. LEGEND. O BLOCK NUMBER A AGREEMENT TO ANNEX 2412 LOT ADDRESS SHADED AREA DENOTES PROPERTY OUTSIDE CLEARWATER CITY LIMITS Di uw»4aw'^' p.au la»m a Y!1 a/a?/4• ©Iwo ??na^o UN 262A 2628 263A 271A 2718 272A 280A 2808 281A MATCH SHEET too 150 KD 5D 0 100 2w NE 1/4 OF SECTION 12 - 29 5 15 E FAT[ 2/07/95 200 SCALE ZONING 2 71 B ¦ 31622 U.S. 19 North Palm Harbor, Florida 34684 L M A. Ph: (813) 789-5010 Fax: (813) 787-4394 Internet: .Landon, Moree -8? Associates; Inc. Ima@compuserve.com World Wide Web: www.lmaengnr.com June 9, 1998 City of Clearwater 100, South Myrtle. Avenue Clearwater, Florida 33758-4748 ATTN: Mr. Stephen L. Doherty,. Central Permitting Supervisor RE: Hercules Hydraulics-Certified Site Plan Dear. Mr. Doherty, Please find attached fourteen (14) preliminary site plans. These are submitted for the Site Plan certification process. Enclosed you will find a check for $500.00,representing the application fee. As discussed, the site plan is scheduled for the DRC:meeting of June 25, 1998. Please inform me as to the time in order that I may attend the meeting. _ -Should you or, your staff require additional information; please contact our office. Sincerely, Landon, Moree and Associates, Inc. James J'-haw Project Manager cc: LMA # 307-01 [CC] - Udocs/30MI/citysite Civil Engineers - Environmental Engineers.- Planners -Surveyors -- PLATS 500.00 TO t 500.00 L: iCf\ 50 0. L'L' I J. NE nC 1 , HERCULES HYDRAULICS 2650 ENTERPRISE ROAD CLEARWATER, FL 34623 63-27 631 No. 035303 NationsBank NationsBank, N.A.(South) Florida DATE AMOUNT PAY TO THE ORDER OF 5-19-98 I 500.00 HERCULES HYDRAULICS, INC. City of Clearwater Site Plan Review GENERALACCOUNT y A?THORIZEDSIGNATURE AUTHORIZED SIGNATURE 003530311' 1:06 3 1,00 2 7 71: 36032331L511' 4L2 JUL-21-1998 12:31 LANDON, NOREE & ASSOC. MOEN EVEN soon ¦EN? MA Landon, Moree & AssocieteS, I July 21, 1998 City of Clearwater 100 S. Myrtle Avenue, Suite 220 Clearwater, Florida 34618 ATTN: Mr. Tim Kurtz, ASLA P.01 a MOLL V.J. 1J ,w, u, Palm Harbor, Florida 34684 Ph: (813) 789-5010 Fax: (813) 787-4394 Internet: nc. _ G lag .kklm J U L 21 1998 CENTRAL PERMITTING CITY OF CLEARWATER RE: Hercules Hydraulics Inc. - Landscape Information Dear Tim: lma@compuserve.com World Wide Web: www.imaengnr.com Pursuant to the DRC comments and a site meeting at Hercules Hydraulics we have attached revised landscape plans. We trust that these final plans reflect the requested revisions and meet the City of Clearwater Landscape Code. Thank you for your assistance in this matter. If I may provide additional information, please contact our office. Sincerely, Landon, Moree and Associates, Inc. ames J. Sh cc: LMA # 307-01 gdocalJ07.0? M?esrape Pom-ir Fax Note 7671 F9_7 F9_7T I From Co. n?! Phone K one k Fax. M ?!'r? f '?s F8x 8 ? 5010 - Civil Engineers - Environmental Engineers - Planners -.Surveyors - ? m? LMA 31622 U.S.(19 North NONE Palm Harbor; Florida 34684, NON Ph:_(813) 789-5010 NNNN Fax: (813).787-4394 • Internet: Landon; Moree, '&.Associates,, Inc,. Ima@compuserve.com World Wide Web:. www.imaengnr.com July 21, 1998 Mr. Victor C. Chodora, Building Official City of Clearwater 100 S.-Myrtle Avenue, Suite 210 Clearwater, Florida 33756 r RE: Hercules Hydraulics, Inc Certified Site Plan Comments Dear Mr. Chodora: In response to DRC comments please find attached.a copy of the recorded easement document between Hercules Hydraulics, Inc. and Florida Power Corporation. The "INGRESS/EGRESS EASEMENT" which was signed by both.parties, grants to Hercules Hydraulics an easement over the existing Florida Power driveway located on the western boundary of,the Hercules Hydraulics site.. The document has been recorded in Pinellas County Official, Records Book 10071, Page. 251'1 on April 24, 1998 and is described as instrument # 98-126906. I sincerely appreciate the efforts that the City has put forward during the approval process for .this site and ( particularly would like to thank`Steve Doherty.and Bob Perkins for their continued assistance. If I may provide additional information, please contact our office. Sincerely, Landon, .Moree and Associates, Inc. amen J. S a ,lug. 2.2 198 CENTRAL PERMITTING, cc: LMA # 307-01 CITY OF CLEARWATER MOCS1307-01 /EASEMENT Civil Engineers - Environmental Engineers - Planners Surveyors - 4I1L.•-2:98 (MON) Del 15:52 MACFARLANE FERGUSON TEL:813 461 7970 P. 002 INST s 98-126906 RPR 24, 1998 5:28PM INGRESS/EGRESS EASEMENT I RECORDING . !;? 'GC J Boo mantory Tax Pd. i 7ir intangible Tax Pd. Karleen F. DeBlakar. Clerk. Mnelles County Illy 04 Deputy Cler& PINELLRS COUNTY FUR OFF.REC.8K 10071 PG 2511• :T ----KNOW ALL MEN 13Y THESE PRESENTS, that the undersigned, its successors and assigns (GRANTOR 'C -I---- Ferein), in consideration of the sum of One Dollar ($1.00) and other valuable considerations, the receipt =hT of which is hereby acknowledUd- does hereby grant and convey to HERCULES HYDRAULICS, INC. successors, lessees and assigns (GRANTEE herein), the right, privilege and authority to occupy and =-3 ,utilize, in perpetuity or until the use thereof is abandoned, an easement for an access road for vehicles, i ??-equipment and personnel over, upon and across the following-described tract of land situate and being -__,n Fir,eG;:s County, ;=iorida, azC ra:e:;G- - • --- -.• __ • V , IW, --.i k:l•:1 4J 1. G :iG11. -01 A I#5 0- . effll0 "11 a B,n uwr GI 3144 ?•3 .. A 50' x 250' strip of land lying parallel to and adjoining the west boundary fine of the following described lands; A portion of the East 1 /2 of the Southeast 1 /4 of the Northeast 1 /4 of SECTION 12, TOWNSHIP 29 SOUTH, RANGE 15 EAST, Pinellas County, Florida, less the South 40-feet, the East 50-feet and the North 30-feet thereof, being more particularly described as follows: V 11 a Commencing at the Northeast comer of the East 112 of the Southeast r 0 1/4 of the Northeast 114 of said SECTION 12; thence S00°48'27"E along the 1.2 o - 3 m centerline of Becher Road, 1336.84-feet to the Southeast comer of the East 1 /2 of the Southeast 1 /4 of the Northeast 1 /4 of said SECTION 12; theme-, 0 0 " - N51-34'2M,- .,64.55-feet to the intersection of the West right-of-wo .4 ° Belcher Road and the North"ri y o ghf-of-way of palmetto Street, said intense Z 1 00. U being the POINT OF BEGINNING; thence N89451'58-W along said North of-way, 580-feet; thence N00.40'35-W 250-feet; thence S89°51 `58-E feet; thence N01008'07-W 100-feet; thence S89°51'58"E 300-feet t the West right-0f-way of Belcher Road; thence S00048'27"E along said West ghC1 of-way, 350-feet to the POINT OF BEGINNING. CIS .?.- c:LEA? GRANTEE shall have the right and privilege to use said Easement Are'&, -90M i-*e uemOrItahding that said Easement Area is to be used in common with GRANTOR herein. GRANTEE shall have the right and privilege, to construct, reconstruct, repair, maintain and use said Easement Area for road purposes, provided that GRANTOR review and approve any such improvements. Shared costs in maintaining the Easement Area shall be by mutual consent. GRANTOR covenants that it has the right to convey to GRANTEE this Easement Area, and that GRANTEE shall have quiet and peaceful possession, use and enjoyment of same. n° ift P_° CV Z t.,. 00t. 3C'05M MK DEi-FL ppfiFR '24-1498 17:1!!:03 rest offt? sort ].4042 se. r.c?c.bl.cv. rt t»>3 RECORDING W STAY - RM9 3 :10.50 $.70 W, `. 'W I J UL 2 2 1998 PERMITTING TOTAL: $11.20 Ow ANT. TENBM: $11.20 DOME. $.00 JU.L.-20'tA8(MON) 15:53 MACFARLANE FERGUSON TEL:813 461 7970 P.003 PINELLAS COUNTY FLA. OFF. REC . 8K 18071 PG 2512 All covenants, terms, provisions and conditions herein contained shall inure and extend to and be obligatory upon the successors, lessees and assigns of the respective parties thereto. IN WITNESS VYHEREOF, the said GRANTOR has hereunto affixed its hands and seals that ?a day of r. ( 11998. FLORIDA Power Corporation PRANTOR WITNESSES! i K Af. RyeI R (Title) yMt/1? ,? dw6r,? • s f s t• 0 a s ZA. & A.A&Q1. M. n? L?!C . uor-- V. P STATE OF FLORIDA ) COUNTY OF MNELLAS ) APPROVED Ow or &tb The foregoi instrument was acknowledged before me this JZ?`day of, 1998, by . lt(' who is Personally known to me or who has produced as identification, and who did not tae an oath. IODOM R. AIOIEIUB 17Vft &Woftr 3% A= Mnr? fM? Ildr? Mee t?ri.MM Pw%--d by oft.. L 4"gz,. ao. 'd. ro- corp. a"& cot.to A.pc. 91Ce ens 14012 se. -ter.buco,'M 33713 F ?? Notary Public (Type) _ ?%WY !VA i JUL 2 Z CENTRAL pERMITTINa cIT'V ne - -- 1:1 b3iV?gSV3lO 6991 YOU 0 d 3NYl2ib?7Yit 86 tZ 4p SV3 9069ZI96 .JUL. -2V 98 (MON) 15 53 MACFARLANE FERGUSON TEL:813 461 7970 INST 0 98-1225907 APR 24, 1SSS 5:28PM Oor-urnentary Tax Pd. _tj / CID 0 9= 1 St Z Sur FIECCRC?t fox C 4? 1201 X560 T ;,, _RT .' - S Intangible Tax Pd. Zarle- F_ Deoicke:, Cltrk, Pinellas County By Deputy. C? SPEMV. VAMUMYM" P. 004 P INELL-AS COUNTY FLA OFF.REC.BK 10071 PG 2513 Made this 14 rA day of April 1998, Between FLORIDA POWER CORPORATION a Corporation existing under the laws of Florida, W ose mailing address is: 3201 - 34th Street South, St. Petersburg, Florida 33711 ?inafter grantors, and HERCULES HYDRAULICS, INC. whose mailing address is; 2650 EnterpriSe Road, Clearwater, FL 34623 hereinafter called grantee', u e: _ w .o That said grantor, for and in consideration of the sum of Ten ($10.001 D- tars, and other good ?.? and- valuable considerations to said grantor in hand paid by said grantee. the receipt whereof is hereby acknowledged, has granted, bargained and scold to the said grantee, and grantee's successors and assigns forever, the following described land, situate, lying and being in Pinellas County, Florida, to-wit: j a 8 " o O A portion of the East 1 /2 of the Southeast 1 /4 of the Northeast 1./4 Cf SEE,T(t]N , e s 12, TOWNSHIP 29 SOUTH, RANGE 15 EAST, lrnellas County, Florida, le the South 40-feet the East 50-feet and the North 30-feet thereof, beings more Particularly described as follows: Commencing at the Northeast comer of the East 1 /2 of the Southeast 1 /4 of the Northeast 114 of ,said SEC,IQN 12; thence S00°48'27"E along the centerline of Belcher Rosa"133684-feet to the Southeast comer of the East 1 /2 of the Southeast 1 /4 of the Northeast 1 /4 of said SECTION 12; thence N51 °34'28"W 64.55-feet to the intersection of the West righ"f-way of Belcher Road and the North right-of-wgy+ of palmetto Street, said intersection being the POINT OF BEGINNING; th4nceplV89-51'58-W along said North right-of-way, 580-fe r ence N00°40'35"W 250-feet; thence S89-51.58-E 280-feet; thence fV01 , 100-feet; thence S8905 i'S8'E 300-feet to the West right-of-way of Bet ?;I thence S00°48'27-E along said West right of-way, 350-feet to• the BEGINNING. --? . Subject to easements and restrictions of record, and taxes for year 1998 and subsea t - J U C Z z 1998 D VMNTRAL PERMITTING (,+??T?R with all the tenements, hereditarrrents and CITY OF appurtenances; eyery•pavl teT' w„IER and'estatet -rearms remainder and easement thereto belon or Powe by fthan 9. X. Oliveira ;Z;-Ig9jE '?7?17 rl, Power 40"42. . seal gaup owe- ?. o. GOA spa 14042 PLO 1 DE"L PM .43 nc. +.pnwru. ra, 33733 1 $10.50 DIX STM - Amn 3 $4 165 40 TOE: $4.17515.30 CHECK ' M MM: 114,175.50 * AA -_ s. W JUL. =20' 98 (MON) 15:54 MACFARLANE FERGUSON 0=:LVMdb3-10 d0 A110 JNI-Ulft3d -IVW.LN30 ss61 z z inr comwr um orax P. 005 PINELLRS COUNTY FLR. OFF.REC .BK 10071 PG 2514 AM the grantor hereby covenants with said grantee that it is lawfully seized of said land in fee simple; that it has good right and lawful authority to sell and convey said land: that it hereby fully warrants the tMe'to salQ land and will defend the same against the lawful claims of all. persons claiming by, through or under the said grantor. 1: . 4V I&MEW Whereof, grantor has hereunto set grantor's hand and seal the day and written. Signed, sealed and delivered in our precenoe: y year first above WITNESSES: NAME Helen M. Kq?iakou -"add!& NAME: De ng R. Andrews u ?. t>Epr. ?ppROV;0 rt„? !r STATE OF FLORIDA ) d? COUNTY OF PINELLAS I / TEL:813 461 7970 FLORIDA POWER CORPORATION Iff6-. M. B. Foley, Jr. ATTEST: ? rLl, O e u a s ? y Assiatenr Secre?r The foregoing Special Warranty Deed was acknowledged before me this /6 M day of April, 1998, by - M• a. Fa I ev _aTA as Vice President of FLORIDA POWER CORPORATION, a Florida corporation, oh.-behalf of the corporation who is peraRnialiv know o me or who has produced 10V as identification and who did not take an oath. DOW0 - 30.200D •. Mfr C?pN a OC'.A?IOi - ??lhutieOM?f?tJI?ONw?s ji 0 1 -atom" NAME: DE9.n i,scy R ¢K t,,eu,?,s Notary Public L # DEVELOPMENT REVIEW COMMITTEE Central Permitting Department June 25, 1998 at 9:00 a.m. Human Resources Conference Room First Floor Municipal Services Building Standard review comments for HERCULES HYDRAULICS (PRELIMINARY SITE PLAN/PRELIMINARY PLAT) FORMAL REVIEW Reviewed by: /Z- G1AVt!'f Department name: at7 tL?Y t i? 1Ay Please return comments to Steve Doherty DRCCOMMENTS062598 A. Before the SITE PLAN can be certified, the applicant must complete the following action(s)checked below: ZONING 1. Show the following on the site plan: ? Legal description of the property. ? Site area (square feet and acres). ? Number of dwelling units and hotel units proposed and the resulting net density. ? Floor area devoted to each category of use. ? Floor area ratio. ? Property owners name, address and telephone number and the designated project representative name, address and telephone number. (and fax numbers). [Perimeter landscape buffer [Parking formula calculation for each use. [Locations of all driveways, parking areas and curb cuts. [Delineation in mapped form and computation of the area of the sited devoted to building coverage, open space for the lot, open space for the front yard and building coverage expressed in sq. ft. and as a percentage of the overall site. [Location and screening of all refuse containers /compactors. [North arrow. [Zoning assigned to the subject property and surrounding properties depicted on the plan. [Identify and distinguish between the new and existing buildings and driveways as well as other features on the plan. ?2. Identify changes to the site data table if this is a plan amendment. ?3. Submit a completed CONCURRENCY REVIEW application for review with required fee ?4.Show all contiguous streets & roads. ?5.Display the site address on the site plan, obtaining assistance as needed from the responsible Zoning Specialist in establishing the correct address. ?6.Limit the site plan to one page. ?7.Legally record a Unity of Title for the project site and furnish proof of such action. ?8.Show the date(s) and condition(s) for approval of (a) variance or conditional use approvals by the Planning & Zoning Board or the Development Code Adjustment Board(s), or (b) a variance from the Flood Board for construction within 18 feet of a seawall. ?9.Other comments: FIRE DEPARTMENT ?1. Show on the plan a fire department connection a minimum of 15 ft. from the structure, adjacent to a paved drive and within 30 ft. of a fire hydrant assembly to provide for sprinklers. ?2. Locate on the plan. minimum 20 Ft wide (a) FIRE LANE(S) on the N----., E S W side of the structure beginning not closer to the structure than 10 feet. ?3. Show minimum turning radii for designated drives and fire lanes as 42 feet on the plan. 1. 134. Locate a FIRE HYDRANT ASSEMBLY on the plan not more than 300 feet from the structure at ?5.Other comments: TRAFFIC ENGINEERING 131. Show on the site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on Uniform Traffic Control Devices as adopted by the Florida Department of Transportation under Rule 14.115.010, Florida Administrative Code. 132. Show applicable Florida Statute number for handicapped parking spaces. 133. Show all striping, pavement markings, signage and traffic control devices on the site plan conforming to F.D.O.T. Standard Indexs-1995 edition and F.A.C. 14- 110 (no 4" striping is to be shown). 134. Show dimensions of aisles, parking stalls, entrances and measurements for like plan features on the plan. 135. Show all pavement markings, signage and traffic control devices on the site plan. 136. Adjust handicap spaces to meet governmental standards with the correct handicap signs. 137. Adjust parking stalls and/or driveways on the plan to the satisfaction of the Traffic Engineer. 138. Indicate the location of lighting fixtures in the parking areas on the site plan. 139. Show all on-site lighting with 90-degree cutoffs directed away from abutting streets right-of- way and residential properties. ?10.Obtain a Significant Change of Use Determination from the FDOT per Florida Statute 335. ? 11. Execute a. cross-parking/access easement linking the site with the site and specifying the exact number and location of the spaces that are to be jointly used by and between the sites after review and approval of the easement or agreement by the appropriate City Staff. 1312. Address and resolve the need for right turn/left turn auxiliary lanes and the queuing for traffic related to the project. 1313. Other comments: ENVIRONMENTAL MANAGEMENT 131. Provide a copy of the SVVFWMD permit application and calculations to Environmental Management. 132. Show all protected trees by size, species and location. 133. Show total paved vehicular use area and total interior landscape areas expressed in square feet and as a percentage of the overall site in the site plan data block. 134. Provide dimensions on the plan for perimeter landscape buffers. 135 Reflect the use of raised curbs or protective timbers on the site plan where interior landscaped areas abut pavement. 136. Depict all required parking lot interior areas on the plan by shading or cross-hatching. 137. Other comments: 2. ENGINEERING PLAN REVIEW 01. Show ADA ramps for sidewalks on the site plan. 02. Complete the Dumpster Requirement Form and return it to the City Solid Waste Department. ?3. Add a note to the site plan stating "It is the responsibility of the owner to roll the dutVster to a designated location at an assigned time as approved ¢y the Solid Irlaste Superintendent. " ?4. State on the construction plan that the detector check should be DDCVA with the by-pass meter installed by the City with fee paid by contractor. ?5. State on the plan that the 6" fire line tap to the 6" City water line is to state "6x6 tap" so that .City Utility Accounts will know what fee to bill the contractor. 06. Show backflow device(s) on plans as RPD.. ?7. Show all proposed utilities, storm water retention /detention systems and 50' perimeter contour elevations. ?8. Have the final site plan signed and sealed by a Professional Engineer registered in the State of Florida. [39. Other comments: PARKS AND RECREATION ?1. Pay the required Open Space and Recreation Assessment Fee with review by the Clearwater Parks and Recreation Department. ?2. Note that the project is exempt from the City's Open Space and Recreation Assessment Fees. ?3.Other comments: B. Before the City can issue BUILDING PERMITS, the applicant must complete the following actions: ENVIRONMENTAL MANAGEMENT ?1: Furnish the SWFWMD permit to Clearwater Environmental Management. 02. Acquire clearing and grubbing and tree removal permits or a no tree verification form from Environmental Management. ?3. Provide drainage calculations. ?4. Other comments: ENGINEERING PLAN REVIEW ? 1.Obtain and furnish evidence of all applicable permits from other governmental agencies including but not limited to: _(a) FDOT permit for work within the right-of-way to Engineering Services; _(b) 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 and hydrants. ?2. Pay the sewer impact assessment fee, based on the size of the water meter with assistance in determining the fee from Central Permitting/Licensing specialists. 3. ?3.Other comments: C. Before the City can issue a CERTIFICATE OF OCCUPANCY, the applicant must complete the following actions: ZONING ? 1.Comments: (T(ifL,•vat 1^QM l i 1 TRAFFIC ENGINEERING JI'ay tie Transportation Impact:Fee as-called for by the Pinellas County Transportation j?l Impact Fee Ordinance with assistance in determining the fee from the Clearwater Traffic Engineering Office. 172, Other comments: 81 r't r , "Iyeyr ENGINEERING PLAN REVIEW o W1, vt Se ?1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including ADA, and install sidewalk where none exists in the street right of way. ?2. Have the City install backflow prevention devices with the owner/applicant paying all applicable fees. ?3. Visually screen the dumpster and provide gates with a minimum 12-foot clear opening to the front for access by Solid Waste vehicles. ?4 Furnish as-builts and an engineer's certification to ngineering Services. i .,Other comments: 'Poymm?"l, Il'i Lt d s; t,?q? lcly a c ifr` B?c a I r`s i'yt dlYCIA ?, 1 f 14 v? D. Complete the following actions as indicated: ZONING ?1.Obtain the requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. ?2. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. ?3.Obtain review of and permits for signs and fencing/walls through separate review and permitting procedures. ?4.Other comments: DRCC0MMBNTS062598 4. Before the PRELIMINARY PLAT can be recorded, the applicant must complete the following action(s) checked below: A. Show the following on the plan: ? 1. Title under which the proposed plat is to be recorded, 132. Name, address, telephone and fax number of the applicant or property owner if other than the applicant, and the person preparing the plat, 133. Identification clearly stating that the drawing is a preliminary plat, 134. Legal description of the property, U.S. Survey section, township and range, 135. Existing and proposed rights-of-way and easements, 136. Proposed street names, 137. names, appropriately positioned, of adjoining plats; 138. Approximate (to the nearest foot) dimensions and area of. The overall plat, Each lot,_ Street rights-of-way, including radii of cul-de-sacs, and Common open space or other land to be dedicated for a public purpose, 139. North arrow, scale and date. B. Show the following on the preliminary plat supplementary drawing: 131. Title of the associated preliminary plat, 132. Name, address, telephone and fax numbers of the applicant, property owner if other that the applicant, and person preparing the drawing, 133. Sanitary sewer, public water supply, stormwater drainage, school or other identifiable service or taxing districts, 134. nearest arterial or collector roadway intersection 135. Buildings, watercourses, wetlands, tree masses, specimen trees and other existing features within the area to be platted and similar facts regarding existing conditions on land immediately adjacent thereto, 136. inventory of existing natural resources and/or environmentally unique areas on the site, 137. Existing sanitary and storm sewers, water mains, culverts and other underground structures within the plat or immediately adjacent thereto, including the location and size of the nearest water and sewer lines, 138. existing and proposed spot elevations 139. Proposed use of each lot and existing and proposed zoning of all property within the plat ? 10. Zoning district classification for adjacent property 1311. Location of common open space, parks and other public or semi public areas or facilities within or immediately adjacent to the property to be platted 1112. location and size of sanitary sewers or other sewage disposal facilities planned, 1313. Land to be dedicated to the city, including. a. Street right-of-way, by functional classification, b. Recreation land, recreation facilities and open space, c. Any other public use, ? 14. Preliminary site drainage system including. a. General surface drainage pattern, including proposed retention area, b. Floodplain definition and effect of applicable local , state or federal flood standards or elevations. C. Other Department Comments: ?1. Zoning comments: ?2. Fire Department comments: ?3. Traffic Engineering comments: ?4. Environmental Management comments: ?5. Engineering Plan Review comments: ?6. Parks and Recreation comments: DRCCOAgffiNTS062598 .r %r DEVELOPMENT REVIEW COMMITTEE Central Permitting Department June 25, 1998 at 9:00 a.m. Human Resources Conference Room First Floor Municipal Services Building Standard review comments for HERCULES HYDRAULICS (PRELIMINARY SITE PLAN/PRELIMINARY PLAT) FORMAL REVIEW Reviewed by Department name: Please return comments to Steve Doherty D RCCOM wffiN "TS0G2S98 A. Before the SITE PLAN can be certified, the applicant must complete the following action(s)checked below: ZONING 1. Show the following on the site plan: gal description of the property. Site area (square feet and acres). 41 'Number of dwelling units and hotel units proposed and the resulting net density. V oor area devoted to each category of use. Floor area ratio. -JIKProperty owner's name, address and telephone number and the designated project representative name, address and telephone number. (and fax numbers). OPerimeter landscape buffer OParking formula calculation for each use. OLocations of all driveways, parking areas and curb cuts. ODelineation in mapped form and computation of the area of the sited devoted to building coverage, open space for the lot, open space for the front yard and building coverage expressed in sq. ft. and as a percentage of the overall site. OLocation and screening of all refuse containers /compactors. ONorth arrow. OZoning assigned to the subject property and surrounding properties depicted on the plan. OIdentify and distinguish between the new and existing buildings and driveways as well as other features on the plan. 02. Identify changes to the site data table if this is a plan amendment. X 03. Submit a completed CONCURRENCY REVIEW application for review with required fee 04.Show all contiguous streets & roads. 135.Display the site address on the site plan, obtaining assistance. as needed from the responsible Zoning Specialist in establishing the correct address. 0 6.Limit the site plan to one page. 07.Legally record a Unity of Title for the project site and furnish proof of such action. 08.Show the date(s) and condition(s) for approval of: (a) variance or conditional use approvals by the Planning & Zoning Board or the Development Code Adjustment Board(s), or (b) a variance from the Flood Board for construction within 18 feet of a seawall. [39. Other comments: FIRE DEPARTMENT 1. Show on the plan a fire department connection a minimum of 15 ft. from the structure, adjacent to a paved drive and within 30 ft. of a fire hydrant assembly to provide for sprinklers. O2. Locate on the plan minimum 20 Ft wide (a) FIRE LANE(S) on the N. E_-, S_-.., W side of the structure beginning not closer to the structure than 10 feet. 03. Show minimum turning radii for designated drives and fire lanes as 42 feet on the plan. 1. r?J 6? egx Tc, t) .ydJ ? ? (wt?it-c`T ---If c c v l7? '54 134. Locate a FIRE HYDRANT ASSEMBLY on the plan not more than 300 feet from the structure at 05. Other comments: TRAFFIC ENGINEERING 131. Show on the site plan the installation and maintenance of uniform traffic control devices at appropriate locations in accordance with the standards set forth by the Manual on Uniform Traffic ontrol Devices as adopted by the Florida Department of Transportation under Rule 14.115.010, Florida Administrative Code. 132. Show applicable Florida Statute number for handicapped parking spaces. 133. Show all striping, pavement markings, signage and traffic control devices on the site plan conforming to F.D.O.T. Standard Indexs-1995 edition and F.A.C. 14- 110 (no 4" striping is to be shown). 134. Show dimensions of aisles, parking stalls, entrances and measurements for like plan features on the plan. 135. Show all pavement markings, signage and traffic control devices on the site plan. 136. Adjust handicap spaces to meet governmental standards with the correct handicap signs. 137. Adjust parking stalls and/or driveways on the plan to the satisfaction of the Traffic Engineer. 138. Indicate the location of lighting fixtures in the parking areas on the site plan. 139. Show all on-site lighting with 90-degree cutoffs directed away from abutting streets right-of- way and residential properties. [310. Obtain a Significant Change of Use Determination from the FDOT per Florida Statute 335. 1311. Execute a cross-parking/access easement linking the site with the site and specifying the exact number and location of the spaces that are to be jointly used by and between the sites after review and approval of the easement or agreement by the appropriate City Staff. ?1312 Address and resolve the need for right turn/left turn auxiliary lanes and the queuing for traffic related to th?roject. ?4 013. Other comments: r pa.t%A&re ®2 9 ENVIRONMENTAL MANAGEMENT * Provide a copy of the SVVFWMD permit application and calculations to Environmental Management. 132. Show all protected trees by size, species and location. 133. Show total paved vehicular use area and total interior landscape areas expressed in square feet and as a percentage of the overall site in the site plan data block. 134. Provide dimensions on the plan for perimeter landscape buffers. 135 Reflect the use of raised curbs or protective timbers on the site plan where interior landscaped areas abut pavement. 136. Depict all required parking lot interior areas on the plan by shading or cross-hatching. [37. Other comments: E-L. A'- . , b 4?_- '&J 0'r. SHOWZ.. Vo vrr' a P't-'ar A - V4 . r t. T: Pc f>rz € cat= . ENGINEERING PLAN REVIEW ?1. Show ADA ramps for sidewalks on the site plan. a r/' ?2. Complete the Dumpster Requirement Form and return it to the City Solid Waste Department. ?3. Add a note to the site plan stating "It is the rroonsibikty of the owner to roll the dumpster to a designated location at an assigned time as approved by the Solid Waste Sl perintendent. " ?4. State on the construction plan that the detector check should be DDCVA with the by-pass meter installed by the City with fee paid by contractor. ?5. State on the plan that the 6" fire line tap to the 6" City water line is to state "6x6 tap" so that City Utility Accounts will know what fee to bill the contractor. ?6. Show backflow device(s) on plans as RPD. ?7. Show all proposed utilities, storm water retention /detention systems and 50' perimeter contour elevations. ?8. Have the final site plan signed and sealed by a Professional Engineer registered in the State of Florida. ?9.Other comments: PARKS AND RECREATION ? 1. Pay the required Open Space and Recreation Assessment Fee with review by the Clearwater Parks and Recreation Department. ?2. Note that the project is exempt from the City's Open Space and Recreation Assessment Fees. ?3. Other comments: fJE a--, 84 acr ??cc e.rr X12 ?1DE'8?? F?2+?Ut pmt? 9 4) PU '? ? B. Before the City can issue BUILDING PERMITS, the applicant must complete the following actions: ENVIRONMENTAL MANAGEMENT ?1. Furnish the SWFWMD permit to Clearwater Environmental Management. ?2. Acquire clearing and grubbing and tree removal permits or a no tree verification form from Environmental Management. ?3. Provide drainage calculations. ?4.Other comments: ENGINEERING PLAN REVIEW ?1.Obtain and furnish evidence of all applicable permits from other governmental agencies including but not limited to: _,(a) FDOT permit for work within the right-of-way to Engineering Services, _(b) 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 and hydrants. ?2. Pay the sewer impact assessment fee, based on the size of the water meter with assistance in determining the fee from Central Permitting/Licensing specialists. 3. 03. Other comments: C. Before the City can issue a CERTIFICATE OF OCCUPANCY, the applicant must complete the following actions: ZONING ? 1.Comments• TRAFFIC ENGINEERING 01. Pay the Transportation Impact Fee as called for by the Pinellas County Transportation Impact Fee Ordinance with assistance in determining the fee from the Clearwater Traffic Engineering Office. 02. Other comments: ENGINEERING PLAN REVIEW ?1. Bring all substandard sidewalks and sidewalk ramps adjacent to or a part of the project up to standard, including ADA., and install sidewalk where none exists in the street right of way. 02. Have the City install back8ow prevention devices with the owner/applicant paying all applicable fees. 03. Visually screen the dumpsfer and provide gates with a minimum 12-foot clear opening to the front for access by Solid Waste vehicles. ?4. Furnish as-builts and an engineer's certification to Engineering Services. ?5.Other comments: D. Complete the following actions as indicated: ZONING 01. Obtain the requisite building permits within one(1) year from the site plan certification date to prevent expiration of the site plan certification. [32. Obtain the requisite certificate(s) of occupancy within three (3) years of the site plan certification date to prevent expiration of the site plan certification. ?3.Obtain review of and permits for signs and fencing/walls through separate review and permitting procedures. ?4.Other comments: DRCCOMWEN1'S062598 4. Before the PRELIMINARY PLAT can be recorded, the applicant must complete the following actions(s) checked below: A. Show the following on the plan: ?1. Title under which the proposed plat is to be recorded, ?2. Name, address, telephone and fax number of the applicant or property owner if other than the applicant, and the person preparing the plat, O3. Identification clearly stating that the drawing is a preliminary plat, O4. Legal description of the property, U.S. Survey section, township and range, 05. Existing and proposed rights-of-way and easements, [36. Proposed street names, O7. names, appropriately positioned, of adjoining plats; ?8. Approximate (to the nearest foot) dimensions and area of The overall plat, Each lot,____ Street rights-of-way, including radii of cul-de-sacs, and Common open space or other land to be dedicated for a public purpose, 09. North arrow, scale and date. B. Show the following on the preliminary plat supplementary drawing- [ 31. Title of the associated preliminary plat, 02. Name, address, telephone and fax numbers of the applicant, property owner if other that the applicant, and person preparing the drawing, 03. Sanitary sewer, public water supply, stormwater drainage, school or other identifiable service or taxing districts, ?4. nearest arterial or collector roadway intersection ?5. Buildings, watercourses, wetlands, tree masses, specimen trees and other existing features within the area to be platted and similar facts regarding existing conditions on land immediately adjacent thereto, O6. inventory of existing natural resources and/or environmentally unique areas on the site, ?7. Existing sanitary and storm sewers, water mains, culverts and other underground structures within the plat or immediately adjacent thereto, including the location and size of the nearest water and sewer lines, 08. existing and proposed spot elevations 09. Proposed use of each lot and existing and proposed zoning of all property within the plat 010. Zoning district classification for adjacent property ? 11. Location of common open space, parks and other public or semi public areas or facilities within or immediately adjacent to the property to be platted ?12. location and size of sanitary sewers or other sewage disposal facilities planned, ?13. Land to be dedicated to the city, including. a. Street right-of-way, by functional classification, b. Recreation land, recreation facilities and open space, c. Any other public use, ?14. Preliminary site drainage system including7 a. General surface drainage pattern, including proposed retention area, b. Floodplain definition and effect of applicable local , state or federal flood standards or elevations. C. Other Department Comments: ? 1. Zoning comments: 02. Fire Department comments: 03. Traffic Engineering comments: ?4. Environmental Management comments: 05. Engineering Plan Review comments: fir.{ o? g 1 a? Ste- - s ?6. Parks and Recreation comments: DRCMAPAEN O62S98 r C \ ' w e t ~ ~ ~ , . a t it i I , ' I . J _ . L i R~u,ua3.~..~ ~ ` 4 - ~ y,,w.K ~ pR ~ ~ F sr ~ v ~ g .a. ~ ~ 4 _ ~sLVa ardor p ® 4.f, F . R" ~ ,.4 ° ,r.~ f: P d- rt 9 `T:a ELLK3T DR . ~ `&ACx : ° .r : Qw e.4`~ t~M °'a a4.-'.0 ~ ~ ~ I~^~ .4~ y,.?~C ? 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R ~ i r . i .....c,F?~, ,..,,.k , ~OCCBSIR ~ t . _-_'0^X!+NaUSTR~AtPJRK r ti q ~ . ;%3kB & iTFA ' ' GRAivC• urAVl:31 aaK i- R < .r • r a, e _ T fr!APARf(-G~ , _ _ a eA tnE O ' ',~r--c'} ats ' d>~ b,! C77YGAIR: ' r; a ArG'MJGtENcFU_ CQ CNt~AN ~m ` CLEkAWA!cR NQIEk.ERP CT o ~ 8',1 iv, dAAS!TV Da °~~a, GAAAEN7E4 Z; P/JiK o~ a ` i . S ¢ .c ~ SC~r_z AFfS, N.2ACEtFNW ~'k ~ c w, ~ Al4RYkG5T ~ ~ ° a ~4- s~awG$ FAIRV~D xi AIFrQRT J~~,P,~R;•c , ~ e r 5 El~ ? a ~ ~ 7 .CLvYN.__ x..,-sL iRAINiNG~'? «fN;E ~--r S 5- t: _ ° TER SCE Q1CI~ENA..1;{~ ~ LEAHWAlER SROOKWOt ' `;-+w° MC KINtEY .S>s, .C-~...~..-e~.-, G f~ Na Z ~p P;+ CCktECT;09 SEE SRE DATA SN SITE PLAN SHEET SITE PLAN REInEVV F'LEASC USE THE Fpk,LOVNM1'0 FORMAT FOR SITE DATA CAiCUI,ATIONS AT tOCATIQN ON THE SITE ~s?d~l;' .,~~~,A~_.,... SL • ~ ~:~hsAa`i~R, :E„RAaGE GENTE~ ORKU~I1~aS GREVYPiAxA ~ RE _ $T __~~iS, d_ _ - - , . _ Aso - _ - _ 2 _ . . ° CCEAFYr'ATER~ -'.],`".7:FF F58GAIiCAMPUv - ' ? ? > 7 > ?S ? ? ':"-""EAST B. ~ x t!h'A'3.R REQUIRED • _XI TIN¢ P ED IN M X p~~ ^2 ~ C w •g C' CL: ~ l't7.4Af4Y w u u< CCttrt"~~ ,rfA[~H a DAEw ~QT'. ::nNrxcx ....9 G n.. ,x?~..~~7FAKY,fk v, CP._~"G ` SFICtiFf YO;~; ~ OISTRtCT IL It. NIA, g- ~ S a _Ukitl Faclli Wh®IssafalDffice I~SE ~Y _Farmltted Us® t.07 AREA (SQ. FT. AN4 ACRES) GROSS AREA ('A'ITHlN PROPERTY LINES) 916K~4,095 Ac. Same 2QK - - lOT V~IOTit ' 35Q' 35U' NIA .6r aEPrH: - s6o° seo' NIa 31622 UiS° 19' NORTH Palr'~ Harbor, Florida 34684 4 ~~ENSITY (BASED ON NETAGRES) ' NIA NIA N1A EUILGING GOVERAGS (SO FT. ANG'K QF GR06S SITE) 3K~1.7% 62K•35°/m 6®°/m fuldx. FAX (1 ) F EAT 1 2 OF THE SOUTHEAST 1 4- OF THE Phony ~81)789m5010 B 3 7$7-4394.. A PORTION 0 THE S _ ~ GROSS FLOOR AREA ANC r" A R 3K-1:7°/m 72,8K-42°/m 65% RRax NORTHEAST"1 4 OF SEG110 12 TQWNSHIP 29 SOU ,RANGE 15 EAST PINELL S COUNTY FLORIDA LESS THE SOUTH 40,00 FEET / , 9 , SETBACKS {ALSO INGLU4E GIMENStONS ON SITE PLAN ' B ING .THE EAST. 50.00 FEET AND THE NORTH 30.00 FEET THEREOF, E FRONT , ~ 20t_,W,~..._ 20' - MORE PARTICULARLY DESCRIBED AS FOLLOWS; R -THE AST 1 2' OF THE COMMENCING AT THE NORTHEAST CORNS OF E / SIpE• 0~- 10' 14' SOUTHEAST 1 4 OF THE NORTHEAST 1 4 DF SAIO SECTION 12, THENCE REAR Q 10' 1A' 1 07 SQO 48 27 E LONG THE CENTERLINE 0 BELCHER ROAD, .1336.84 'NUMaER PERMIT TYPE APPROVED BETWEEN STRWGTURES. a .,..N1A~a 20' FEET TO THE .SOUTHEAST. CORNER OF THE EAST 1 2 OF THE', SOUTHEAST / WATERFRONT SIDE• NIA NIA MNIA 1 NORTHEAST 1` 4 OF SAID SEGTiON 12• THENCE CITY of • . 4 OF THE / , WATER DIRECT FlNAL I ' REAR 9®, 10' 51°34'28"W 64:55 FEET TO THE INTERSECTION OF THE .WEST RIGHT- SWr'WMD ERP PERMIT 4 OF-WAY OF BELCHER ROAD AND THE NORTH RIGHT--OF-WAY: OF PALMETTO rlElrF+r 0 35`~l- 50' N .R. STREET, SAID INTERSECTION BEiNG THE PO NT OF BEGI NING, N s. WA PERMIT 1 » WtTF46pPIUSPROVIS~ON$+tFAPPLICAB..E} NIA NIA NIA THENCE N89 51.58 W ALONG SAID NORTH RIGHT-OF-WAY, 580.00 1 , „ FDEP PERMIT IapVEp VENlCULAR AREA& (54 FT. AN4 %OF 517E}~ Q 52.7K~38°/m NlA r -'FEET, THENCE N00 0 35-W 250.00 FEET,. THENCE S89 5158 E ? 1 n P.C. DRIVEWAY CONNECTION PERMIT ;OPEN SPACE m.».»......._ a~............... ......._....v.. 280.00 FEET; THENCE N01.08 07_W 100.00 FEET, THENCE 1 d S89 51.58.E 300.00 FEET TO THE WEST RIGHT-0F-WAY OF _BELCHER P.c. DRl AY DRAINAGE CONNECTION PERMIT `TOTAL FqR 7NE LDT (SQ FT, AND % OF SITE)`: 979.9K-98.3% 44.5K•Z3°/® 159m a ,T ROAD, THENCE S00 4827 E ALONG SAID WEST RIGHT-4F-WAY, 350.00 P.C. R/W UTiLIZAiION PERMIT(WATER~ FEET TO THE POINT OF BEGINNING. POR THE FRONT YARG (S® Fr AND'h GF REQUtREG FRONT MARDI: NIA 21.BK-71% 25°/0 CONTRINING 174878:7f SQ, FL OR 4.0147 ACRES MORE OR LESS• CITY oF.CLEARWATER SANITARY CLEAR SpAGE (tNATERORpNi PRODERTYI " N(A NIA NIA CERIIFlCATE OF CONCURENCY - ~c-~T EXPERIOR PERIMETER BUr=FERS: NIA NfA N/A - , PARKING lOT1N7ERI0R LANDSCAPING (SO Fi. ANp 9S 45 PAVED VENICUIRR AREAS; ALSO 4EPICT ON 517E J ai,AN pRAWING BY 5ttA61NG/CR095 WATCNiNG}. 4 3.2K-6% 3.2K~6% W : . ~'dRKING (GIVE APPLIGA6LE FORMULA) 6 123 121 0] ; : - NOTE ANY OTHER REQUIREMEN" APFLiGA9LE TO THE PARTiGU{,AR SITE FAUST AUSO 8E fNCLUD60. ~ - - - O O . . 1. > ALL DESIGN AND, CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS L~-, N - SE T FORTH' IN ,THE CITY OF CLEARWATER AND PINELLAS COUNTY. LAND DEVELOPMENT, ZONING A `OR ' ND/ RELATED-.ORDINANCES AS APPLICABLE. . Y I LI o N r , AB®VE°GRQUN • ~ D DR UNDER-GdUND UTILITIES MAY BE IN THE AREA OF :A OF • i V+ , COPYRIGHT 1998 THIS PROJECT PRaCEED WITH CAUTI®N CALL SUNSHINE STATE '.~a,~ ~ a ti `~,r ' r- AT T'. DT/~VTQ`'DL+Q P, DVtrT\ TE 1.~ liLL .161171110 1\L' Ulil\ Y L' U Landon, Moree & Associates, Inc: ONE CALL' (1- 800-432-4770) AND THE UTILITY.. OWNER(S) BEFORE 3 A ~ f~ ! Any»ne copying thys document in any manner BEGINNING WORK PROVIDE OWNER WITH CODE `NUMBER OF PROJECT, c without the expressed consent of tANDON, :-"C T. JUNE 8) 1998 MOREE ASSOCIAMa INC. shall be prosecuted o to the full extent of the low. U. --DO NOT COPY OR REPRODUCE- i JOB# J0701 _f e c ;r a r C Secti®n 72 T®wnshi 29 s® p ugh, Ran e ,5 ~as~ g Pin ell as Coun ~y, florid a ®~~~~ad b®~~~ NOTE: STORMWATER MANAGEMENT FACILTIY TO QE OWNED, OPERATED 1. All elevations refer to National Geodetic Vertical Datum. 15. All areas of exposed earth resulting from construction AND MAINTAINED IN PERPETUITY BY HERCULES HYDRAULICS, INC. 29. All backfill over any pipe, (storm sewer; water line, unitaryry 36. Signs and barricades to be according to F.D.O.T, manual of safe activities shall be sodded as directed by the; engineer, sewer) ,that is to be installed under roadwa s or within the ractices~ reference F,D.O.T, in xe ~L of safe 17349 per 2. The location of existing utilities are approximate as shown Seeding, and mulching shall be applied only where specifically y P ~ de s 600 thru 650 and 17349 per enbankment, etc. of the roadway, is o be compacted per roadway and traffic design standards latest edition or .c, Indexes and it is the contractors responsibility to determine the called .for' in the= Ions and's ecifications or where De t. of Trans ortation S ecifications;:Section 125=8,:1991 P .c, Indexes GRAPHIC SCALE exact location of the utilities prior to construction in their P P EdPion {or' atest edition Pdnd or AASHTO 99 100% . ` 100 thru=.116, . , , specifically directed by the engineer,- ) / ( ) vicinity. 16, City Of Clearwater'Utilities.Services Branch shall not own or 30. To revent` ony fu itivs dust-:from leavin the '.site water: trucks A „maintenance of traffic plan" must be submitted to and a roved and approved so 0 ~s ao eo i2o 3, The contractor shall notify the utility companies m the area maintain water' and or~ sewer lines or fdcilitles on-site. willPs ra :,water on 'all 'un dyed; tem ora roddwa surfaces by the .Pinellas count traffic en ineerin rlor to .the commencement ; 48 hours before be innin construction. / P y P P _ry • Y - , Y 9 9 P g 9 necessary "to control dust. " Areas'notsub~ect to truck' traffic, of aohstruction whenever one or more of the following conditions ;ommencement conditions 4. All underground utilities must be installed before base & 17, Connections into existing .City Of Clerwater owned system shall be via such as roadway shoulders, shallbecdvered -with, hay, flter are metf surface course are constructed, wet tap. Wet ,tap shall be performed by the City_Of Clearwater fabric, or;permanent'vegetation (sucfj as 'sod or seed .and Utilities Servides'Branch, Material #orthe wet;ta s shall mulch) to`reduce dust, a) Street is closed to thru-traffic for periods exceeding eding (IN FEET ) 15 minutes, 5. Re wired tree barricades must remain intact throughout P q be provided ared installed.: by the City Of Cledrwdter, , 1 inch = 30 ft, construction. Encroachment into or failure to maintain tree 31, Locator wire`to be installed above waterline per Pinellas-County b) One physical lane supports two-way traffic movement Tap fee to be paid by Developer, barricades !:will result `in enforcement action which may include .requirements, ` spent citdtians' and/or "permit revocation. 18, All clear zones to conform 'with FDOT Index 700. ~ c) Traffic lane(s). normally designated to handle movement in 32 Fire Department.Connector,s (FDCs) to be installed in one direction are being rechannelled to accommodate an wement;in NOTE t, RISERS SHALL BE INSTALLED ON ALL WYES (BOTH PRESENT & FUTURE SERVICES) ~odote an TO PROVIDE DEPTH AT SERVICE NOT OVER 4, 0' EXCEPT WHERE OTHERWISE REQUIRED. 6, Ail rdcticable and necessa effort shall be taken Buring 19. Silt fence to be installed aldng'entire :accordance with NFPA 13 P ry ro ert line. opposing movement. construction rto control and revent erosion and trans art P p Y surface drai P and to lakes and also Pto 0. M intenan e of traffic to be in accordance 'th 33. Piping to be installed Ih accordance with NFPA 24. 37. The required roadway shoulder is 10' with a maximum slo e'of 3 4" of sediment to 2 a c wi P / PJ(. 2. MINIMUM CUT UNDER ROADWAY - 4.0~. slope of 3/4° a~ i~ MINIMUM CUT AT PROPERTY LINE - 3, 0' OR AS REQUIRED FOR SERVICE. conform with permit conditions, F.D.O.T. index 600-660. , ' per linear foot, The required roadway clear zone is 10, no permanent '34. All monument walls: and,,signogge shall be of stick-matching obstacles: are allowed from any edge within this area. no permanent y,E CIR pP • buildin" and trimmed with EIFS'cornices and base. Size 7, All ipe len the are plus or minus and are measured to 9 p gg res. 21. All sidewalks to be a minimum 3000 psi concrete and 4° shall be'a rox, 5'-0" hi h max X 10'-0" Ion max . 38. Ramp for the physically handicapped according to F,D.O.T, Index No. 1}E E 1~2 OF 3. RISERS SHALL PREFERABLY FOLLOW SLOPE OF BANK TO REQUIRED DEPTH, O.T Index No. 1HE S.E>1~4 OF $ center of structu PP 9 ( ) 9 ( ) thick except at dnpeway crossinggs .where they shall be 6 Building'identificatidn signs shall be; as above; with a 304 to be placed at all intersections and dnveways as directed in s directed in ~ ~ 4, RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL. 8, Sewer lines laced with less than 18 minimum vertical reinforced w 6x6 xNo, 10' w.w,f,, ~ ' P ~ ~ :.'max size of. 4 -0 hi h max X 8 -0 Ion max : the field by the engineer, separation crossing water lines or STORM LINES shall 22. All ri ht-of-wa installations will coin I with .the State of g ( ~ 9 ( ) have 20 LF of ductile iron sanitary sewer centered on the Florida Utilities Accommodations GuidepY , 39. The construction of avement within existin or ro osed Pinellas P 9 P P conflict. 35, 'All underground utilities must be :installed before base & surface Countyy ;R(ght-of-Way must meet the following criteria: sed Pinellas ~ I 23. All proposed''onsite work must comply with .:City Of Clearwater course are constructed. As haltic Co cre e: PC=1 3" Base: 8" FDOT c o, I ~ ~ \ d compacted to 98% I I 9. Conflicts between water, storm and underdrain s stems to p n t ertif(ed coin acted to Y Subdivision Regulatioris and Minimum Testing Frequency max:' densit as° determine b AASHTO T-180, Subbase; 12~ to LBR be resolved by adjusting water lines as necessary, Requirements, y Y sef 12 to LBR 40. 1~~,~ ~ ~ ~ I ~ ~ SEE NOTE 2 SERU~CE PIPE DRAINAGE BASIN 40, Place expansion joints where 4" and 6° concrete abut 10. All existing information as provided by topographic survey 24. All proposed offsite work must comply with Pinellas County ~ ~ I I ~ c3 ~ 45' BEND _ _ prepared 6y GEORGE SHIMP, PLS 41, Saw cut existing edge-of-pavement prior to pavement tie-in, Subdivision Regulations and Minimum Testing Frequency STAKED SILT FENCE t: tie-in, I bl 11, The contractor shall use extreme caution when connectin Requirements, g S69'S1'S~°E ' II proposed sanitary sewer and water mains to existing mains ~ + s ~ ~ ~,aQ~ or structures, Any damages caused shall be the Contractors - - ~ ~ afl~ ~ °fi ' ~~~7 - I ~ \ ~ ~ ~ PLUG ~w>-to-0Z1n II I ~ res onsibilit . See note 17 also 25, Signs and barricades to be accordin to F.D.O,T, Manual of ~ SR I ~ ~ ~ ~~T~~ OR ~~Y~~ ~ _ Safe Practices;,. reference F,D.O.T, Indexes 600 thru 650 and - - - ~ ~ ~'6,5; _ _ - - - - - - - - 12. Plans are not valid for construction unless signed and sealed 17349 per Roadway and' Traffic Desi n Standards latest - - (I $ ~ ~ BRANCH & BEND ~ i ?o ~ n - 64. by a Professional Engineer Registered in Florida, edition or D.C. Indexes 100 thru 11 ~ _ „63._ ~ o ~ 62 ~ I I 30' CURVE ~ ^ d E 13. An discrepancies between the engineering plans, architectural 26. Disturbed area within the right-of-way will be compacted 61 Y to 100% of maximum density and sodded, ~ 8 , Ions, or Cit Of Clearwater or Pinellas Count Munici al Codes ~ 60 P Y Y P I t~ 6 . I I ~ SINGLE "Y" BRANC ~ ® ~ E ~ H of o ~ i I shall be brought to the engineers attention prior to construction. 27. All drainage structures must be constructed-:per Florida , ~ I 58 a I ~ ELEVATION SECTION ~ ~ De artment of Tra rds. Al g ~ ~ 'I p nsportation Road. Design; Standa I r„ 1 , I~ ~ ? I ~56 drainage structures must hove; a minimum inside area of i ~ d 54 ' ~ ALTERNATE DETAIL 14, The Contractor shall remove all abandoned utility Ilnes, pipes, 10 square feet. ~ ~ I structures"dntl other sub-terranean ob'ects to a minimum ( 1 O ~ a I ~ SERVICE CONNECTION -DETAIL AT TOP OF RISER ~ ~ ~ a de th of~fdur 4 feet below rode, or as otherwise directed 28, All manhole and inlet access :covers and frames must be o0 !r~; ~~;t ;~ij by the engineer. const ucted pe Supplementary Details for Manhole a dInlets - - - - r, ; PROPOSED WET RETENTIC Index Na. 201 of the Florida Deptr'-of. Trans orafion Road I ~ p P I NET RETENTION II ~ i I SCALE; NONE SCALE, NONE ' o Desi n Standards, Jana 1964'Edition dr latest' edition . 9 ( ) o f r ~ ~ TW0 STORY I ~ OFFIC AREA I~ I ~ SANITARY SERVICE' CONNECTION DET ~ ~ ~~~I~ I i ~ AIL o o v~ EDGE OF EXIST, ASPHALT i5 ~ ( ~i ~ ~ 2160 SQ. FT. I I ~ II ~ I I U ~ (I I I I ~ F' RTURE SIDEWALK NOTE: • METAL SHED I ~ i , ~ ~ ~ I i ~ 5 SIDEWALK TO BE CONSTRUCTED S~9~1'~°E ~ ~ ~ ' a~i'n 280,00'tvl _ - - - _ _ _ _ - - ,..~~w mho ..,~.,.,,.,~9 ~ ~ , ~m ~ . ~ ~ .sue ~ .tom _ , e\ I~ i ~ ~ ~ ALONG BELCHER ROAD ADJACENT i ~ ~ i,~-~ _ ~ I ~ . ~ ~ ~ II I I I III TO SITE AT A FUTURE~DATE. ~ _ ~67 _ _ 1~i;~1(I~)~ - - ~ I ~ i ~ I I ° I DEVELOPER TO MAKE PAYMENT ~ ~ ~ ~ ; I I ~ ~ ~ ~ _ 98:64. ~ r, I r ~ ~ - ~ - I ~ I I ~ IN LIEW CONSTRUCTING SIDE- ~ I ( ail ~I~~ 151.46 (1 ~ ~ I ~ , ~ I ~ 5.0 9.0 4:0 ~ ~ ~ ~ ~ I~ I I I~~ ~ WALK AT THIS TIME. PAYMENT ~ I 1 f : ~ I I~ ~ = I TO MADE TO CITY OF , ~ r _ ~ ~~I . ~~n. I I ~ ~ J CLEARWATER. I ~ i , , ~ ;d 1 W < w ~ ~ I I ~ I ! I G 1 1 1.14.-- I I ~ I _ _ _ _ ~ NOTES: I ( i ~ ~ FlRE HYDRANT Y R/A, V J I - > h ~ ' w 1. A~BOLTED FlTi1NG5 ARE TG BE PQi.YETHYLENE ~ r N , ~ _ ® ~ ~a I I ~ ~K ~x,~~ `~r~ I I I I ~ N 2 IFS V~ALV~E(S IS TO ~ LoCATEO WITHIN A PAVED 12' ~ ( ~ I ~ ~ ~ ~o ~ ~ I I u t ~ ~ ~ I I I ~ SURFACE, OR WITHIN 3' FROM PAVING, IT IS T0: BE ENCASED ~ , n- ~ 1.35 I ~ J i I' 1 ~ A}u I ( I I I III ~ ~ IN'A CONCRETE COLLAR PER P.C.U.E:STANDAROS. MIN. ~ ~ ~ 3. IF FlRE HYDRANT iS .TO BE LOCATED WITHIN 10` FT. l 1`~ ~ I ARE'TO 8E INSTAUFD PER P,C,U E STANDARDS UNUESS MA O I • N ,FACTORING AND ~ _ ~ I ~ ~ ~ ~ ~ ~ i I ~ ~ ~ I~ I I III ~ UPS OF, A VEHICULAR 1RAVELED AREA, gJARD+POSTS ~ ~ ~ i ~ OTHERWISE APPROVED BY THE OIRECTOR.OF PINEU.AS COUNTY .ron ~ ~ ~ ap "}A `^x I` I I I UTIUIIES;ENgNEERINO OR AUTHORIZED REPRESE~ITAIIVE, xk ~ ~ 4. IF DISTANq: BETWEEN VALVE AND HYDRANT IS`40 FT. Z WARE OUSE ! i ~ i _ ~ t ~ I I . ~ I I I III oR GREATER, AN AoDInoNAL VALVE::IS TO BE INSTALLED ~ ~ s ~ , AREA 51~ 200 SQ.FT. ~ Q a ~ . i ~ 1 I ~ ~ m , U) _ _ I 1 _ i F 7 25.o'R. ' • PROPOSED .:ELEV.= 0.00 ~ ~ } i ~ ~ II ~ I I I III FOR CONTROL of HYDRANT UNLESS bTHERWISE APPROVED. ® HYDRANT ~ ~ ~ D" ®URV i i ~ I , a ~ :f,_~ , i ' , ~ I I ~ ~ ~ ~ ~ 3 w ~ I ~ I ~ I' I I I III ~ BE~POLYETHYL,EIdE 16°TC1 20° UNE ~ ~ ~ ~ ° I WRAPPED ~ ® ~ M I ~ ~ I a I I~ z ~ ~ ~ I : i I I I I le I ~ (EXIST. ASPHALT . o" ~ I ~ , , ~ I I 1.35 9.4 ,0 ,0 I ~ I I I I~ - o~ x NOTE: ~ j ' I I I , o : o TRUCK wEU. srRUCURaI. ~ , ~ ~ I , i' . ~ ' ; ° -RETAINING WAtI:S°-AND - _ _ _ t _ _ . _ _ _ _ . m _ ~ I ; I I I i g I I~ uNasTUr~® ~ vALVES eo~ ~ ? FOUNDATIONS BY OTHER , ~ I I I ~ cy ~II EARTH ECb COVER R.W, VALVE TRUCK WELL ~ ~ EXISTI G CONC~B ~ LDG. ~ LK ~ ,d ~ I - , ~ ~ . APP X. 440 S ~ T. ~ I i I I ~ I II 1 TO 10 ~ ® ~ ~ ~ ,g,g,., EXISTING .METAL, BLDG. ~ i ~ 1 a5.a . ~ ; ~ , ,:;i ~ ~ ~ APPROX, 2100 ~Q.FT, ~ ~ I I I I Nr ® I ! a ~ ` / I I I I III '~ee w ~ I l i ~ ~ - ~ / I I I I ANCHORING Cg1PUNG qt ~1.J i-',~ ORX~ ~ SERVICE ~ z 4:58 ®~]9,9fl: 84,11. ` I I ~ ORING RESTRAINED PIPE CONTROL VV (M.J,) I ~ . ' cIFANOUr~ I ~ RE HYDRANT 1'SSEMBL ` ~ ICI I~ o ~ o ~'A S 9 P 3 ACES- 2~ 1 .SP CE 0. a p ::.25,0 r 8" U LE.' HACK o \ A S 9~ ~ ~ ~ I i ; " FIRE HY®RANT ASS DOUBLE CHECK MSLY VALVE~~ASSkMBLY A _ 0- < -,yam. 7 I VAL AND METER ~ ~ LEAK.`DETECTO ,SANITARY ~N I X7.0 F2 RE~.SIAMES ~ 5.30 0 7:93 9.0 _ INST I CLEANOUTN; 1 , . ~ , . ; ~ , . . , : _ ; ALIATION BY CITY AND `PIPE _ ~ ~i 6 PVC ,SAtd[fARY ; . - - 3~ SANRARY CIFANOUL ~ FlRE HYD AN r' ~ ~'~;~bF!CLFARWATER .FEE' o'h SERVICE LA - _ I T~_ 12" x 2" TAPPI~G ~ ~ rs ~ ~ , "'iPAID~BY DEVELOPER -i~,~~< < _ : ~ ~ ,1.,85,, 11 ~ ~ ASSE 13LY ~ , ) ~ ~ ~ ~ ~ . ~ b ~ ~ ~ RE~ HYDRANT., ~1~TAL,B~.DG ~ i°,,, r , ~ ; ~ ~ '"'i 10 'R. 8 00-DR1$ ' ASSEMBLY RE HYDRANT., I t I I I SADDEL AND VP~.V~ 2"X2" STAKES AS ASSEMBLY ~ I 8" x ,12u' TAPPING REQUIRED ~ ~ FIR N 4 SPA S 9 m` 1• ~ i ~ CES ®8 7 A S ~0 { 7 A S ~A 8' ro CC ~ ~ ~ ( I~NST TIONV BY ~ ~ - = - ~ ~ ~S CE LA 8" ~ SA~ffARY ~ ( ,~t~ ~ ARY CLEANO ~ CI11' ' Or? CLEARWATER. "SE VICE LAT RAT. d aT 1' 1 FEE BY DEVELOPER) ~T fd~ ~ o» 30 0'' ~.a ~ ~ w 0.~ • . ~ ~ z . T ~ P~~. I r i~x'.".7~rk'r r~ ' 4 t',1i..[fiu r q., ;j ~4- P ..x { _ F~). r ~ ~ ~ SI~MTRRY 9EwER YID ~ I - - , • - n ~ ~ _ . E, 69 ~ r . a HANDICAP ACCESSABLE SIDEWALK PER F.D.O.T. 1n 68 ~ 88 _ . , 6767 35.0 R, °-•tn 67- INDEX: 304 ®~w ~ , ) ?B~ x~ • -67 STE 1B~ FEv 68 -----67-_ m, . I ~ 6 ~ `o~ - - -8 GATE VAIN'- - - - - - HANDICAP ACCES5ABLE, 8x6 TEE ° w 6° I~DWAl1 ~ - - - - - , - _ ~~9A0-DRIB _ - 6x6 TEE AND: PLUG SIDEWALK-PER FD.~1: WATER LINE - - - - 8x8" TEE - I ~ ~`~S' ~ an N SECURE THE BOTT01r1 OF SILT BARRIER w a'` - ~t 2' q~ A gITiER ? a^ TO THE GROUND AS NECESSARY TO N p ° PALMETTO STREET C.R. N , INDEX ~ 304 D ~ R0~ HAN 0 215 _ c ~ olc~ 8 x 6 TEE (4S0 L/F ) HANDICAP ACCESSABLE PREVENT EROSION ~ - _ _ _ _ -e- _ - _ _ _ _ _ - ~ - - - _ SIDEWAu SIDEWALK-PER F.D.O.T. ~ - S Y. OF TiEE 14 OF ~ SE INDEX ~ 1 4 OF TIE N,E,14 OF ~C 12 INDEX >~_'304 I ~ NOTE TO C0N1RAC1~ EROSIdd C~JTROL MEADS p~m STAKED SILT FED ~o~v~ P.GED. SE OF REOUIRID DROSION c~TRa MEADS MUST INTacT THRd1gi~IT C0NS1RUCnola. LJ M bSI LTp ~ FENCE I FNUJRE IO INSTAU, oR PRL~Ef~.Y MNNTNN THEE BARRICAl~S RE~11.T ~ Q~ORCQaENT PArc 1a~ 12' PASwNC w D RAI NAG ~ BAS I N BASIN ¢ 11E S.E.1~ ~ ACTIgd NHICH MAY INCUR dTATIgdS. ~v (~E PU1N FCR CRA1~N0) (~f PLAN Fit GSdA~NO) (SEE PLAN F~ CRADINO) PLAN F~ CRAWNC) j ~ 5' SIDEWALK ~ 1f~ N.E 1/4 OF ~ ~C.12-29-15 ~ ~ ° 6° Additional Notes, lal Notes: Ma 2.0 ARIE 0 SHOULDE EXISTING ASPHALT PAVEMENT _ T ~ 4:1 SLOPE q ' 4:1 SLOPE $OD I. Provide 3 Min vide 3' Min. cover over all utilities at ditch crossing. S ~ 1.6° ASPHALTIC CONCRETE ~JRFACE C~1R~ (TYPE S-1, Q9~ PER FOOT COPYRIGHT 1.998 ° ~ 4 ~ uuEROa~ aASE (~,oo, 3 4, PER Fool , . s1.opE 2. , Do not disturt a AT,T,: RirHTfi T2FSF.RVF!T1 H not disturb existin4 underdrains or storm sewer: ~ if 'anv ~ Landon, Moree & Associates, Inc. 6° su® BASE (tsR-40, ~J SLOPE .1 filtration bed i o ®tion bed is disturbed, call Pinellas County Highway ALTERNATE- 1.5" ASPHALTIC CONCRETE SURFACE COURSE (TYPE S-3, 96A' 5 Anyone copying this document In any manner artment at 464-8900. TYPICAL hjQM FdGW OF Department a1 U without the expressed consent of LANDON,~~ C_- CD MORSE & ASSOCIATES INC. shall be prosecuted ®P y~ C~6 /yam to the full extent of the law. faT~ ALONG P ALI& SWEET. MINIM AFM Ar AM AM T or" -.DO NOT COPY OR REPRODUCE- N.T.S. 0 vAh 0' "ND UTILIAomlqw'FRJF PLAAmN ~r cv i u~ u 3 0 Y .Section ,2 Townshi 29 o p uth, Ran e ,5 ash g Pin ell as County, Florid a 8' x 8° P,T, POST NOTES~ 1. GRATE: U.S. FOUNDRY dt MFG. CORK e' Pw vEltr PIPE MIN. N0. 8212 OR EQUAL TOP ELEV. - 83.54 (NCw) S~ GRAPHIC SCALE $QD ~ CLAMP STAND PIPE TO TOP OF BANK ELEV. ¦ 88.00 (?IIN,) rlMc POST N17H 2' w+DE s, s, CLAMPS ® ' b .POND BANK S.S. SKIMMER ~ 0 15 30 80 120 D.H.W. ELEV. 06.47 CLAMP PIPE TO P,T. POST 1/B' ALUM. PLATE SHIMMER 12 W1TH 2 - t" 5, S. CLAMPS 8° P,V.C, PIPE B" x B" P.T. POST K 8" P.T. POST ~ S.H.W. OROICE ELEV. BZ,Ob S.H.W. ORIFICE ELEXe 02.88 r~ EL e5.47NCw) e" ` CLEANOUT CAP • \\\\\j\\\ ~ BOTfTOM EL 83.04 (NGw) " ~ h S.H,W, = 62,65 (NGVD) \ \ t 1 b ( IN FEET ) 1 inch = 30 ft~ 6" P.V.C. PIPE ~ 1 1 4 2 J/8' 0 EXP, BOLTS ORIFICE DIAMETER - 1° 6" P.V.C. PIpE BOTTOM OF UTIORAL BOTTOM OF UITORAI. ~xaR~ i/B" ALUM. PLATE SKIMMER " \ ~\\~\\~\\i~ 40 40 e• r-~• B' 6 MIN. ELEV.. ®81.P7 ELEV. • 81.Q7 \\v\\v SKIMMER DETAIL ',~i /i /i / /i /i /i /i /i~/ CLEANOUT CAP l v CENTER N,T.S. 3' x 3' x 4" CONC, PAD OF CONTROL 8" ~ B" P.T. PDST I ' i, , s~ PLAN MIN. JO° EMBEDMENT N.T.S. ~ 1~ d 1 1 b 1 GRA 1 • ALUM. PLATE SKIMMER TE raP EL 85.47 (NCw) ^ ~ ~ \~/,\/i CLAMP PIPE TD P.T. POST ~ ! ,r ~ P.T. POST P,O;C. ~ ~ P.K. it F ri ~y ~ 2518. D.H.W.- EL 85.47 (NCw) GRATE 4` x 4' CONC. PAD a a 2 a z 0 e olls7c , r ' ~t H.E OORHER OF 1.Qp ~ 5Q\V'~~~~ ~l- o . w4R CREST. EL 83.54 (NCw) I PLAN ~ uTmRAL aaNE To BE SECTION U U 11E E' 1/2 OF I 6 ~ ESTABUSH® THROUGH ~ N,T.S, ~ w THE SE 1/4 OF m % V1~ NATURAL RECRUITMENT, r a I B• ALUM. PLATE sKIMMER _ _ _ BOTTOM EL 83.04 (NGw) 2. Q. 4• p o w THE Nb 1/4 OF S z ~ SEG 12-29-15 I COQ e' a~ FRS Z ~ATNO+T smumu~ O °a ~ ~ ~ 40 ~G aT F.D,O.T. TYPE "C" DROP INLET INLET o. ~ cros E.w. ptW1T ,y g h re.T.s. 00 INDEX /232 WITH GRATEh`~ ~ ~ ~ 6~~ , ~b ~~6 ~ e~~ PIPE INVERTS = 62.65 NGVD ~ h~' h~ ~h`L 6~`• GRATE ELEV = 85.47 ~ fir.,, .'p ~r: + + -f- s> WE]R 83.54 L N,rs. ~ S. INVERT ELEV ®82.80 ~ ~i ~ eo ~ ~10~ s C-________- > TYPICAL SWAtf-SE TION 6~.Jt~.VERT ELEV e: 82.50 2~ BARS o '°o - ,~_a - - ~ _ _ SEE DET1tIC ililS. SH R( RCP ®129124" I W~ li ~ ~ ~ I ~ ® " ~ II I o~ t ~ ~ 4~ 4 THICK 3000 CONC. SECTION A-A . o ~ h. , d h• ~ ® ~ ~h , 6h ~ sss~I ~ E .y \ ~ w DITCH PAVEME~ WITH _ ~ ~ _ 10-10 8"x8" W.W.F. aw>-N-OZU1 SEC~ON B B ~ + ~ 6~ ~ N,T,S. - - - _ 6' 't • °s s •00 - - ° - ,,,,,r,. - - - ' ~ s - ' _ - - - - 64 --ti ® r htx I s ~ - ss - - _,63~ - l ~ - 81-- \ oa E I~ z E N.ts, ~ ~ ~ T-,: I 58 + ~ , F.D.O,T. TYPE °F°' DROP INLET INLET ~ ~ 1~ r ~ ~ ! ~ ~ 156 \ III I U O 0 ~ p I ~ ~ 7 ~ ~ III i ~ a~ F.D,O.T. M.E,S. INDEX `..273 INDEX 232 WITH STEEL 1RAFFlC h ~ ~ , 10 ~ I 54 BEARIN GRATE o ~a , + o. 'S ~ ' 6 ,h F ~ ~-p ~ w I~~ a} h h, ` I I ~o°`~ INVERT ELEV ®62.20 ~ ~ ~ 3 GRATE ELEV = 88.42 ~ ~ + oo ~ , H, o , ~ , ~ ~ s. INVERT ELEV 8 53 \ ± ti PROPOSED WET RETENTION ~ - - ~ ~ I~ I SOD ' > E RETENTION 1 ~ ~ i v ! ~ ~ ~ 66' I I; ~ ~ ~ ~ I c ~ Q T,WO ST RY ~ I ',I I I I III _ m N / ~ WIDTH VARIES ~ a° ~ ~ o ~ i I y~• _ ~ ~ tip' ~ w I o ~ OFFJCE AREA , a h ~°c EDGE-0F EXISS~`.d+SPHALT ~ ~h• / ~6' ~`O z I. ~ 1 ~ b ~ co 1 0 - - -F- - - - ~ 2~ , 6O~ ~ SQ. FT. 3 WIDE CONC, SPILLWA ~ ~ ~ I ~ ~ I DRAINS TO PONDO D o ~ E t \ + 6~ - 66- ; SEE DETAILTHIS SHi7 ~ \ 6~ a8 1 METAL SHED a 1 ~ , • ~ ( ' a a. _ _ _ _ _ _ ~ - -1~-~6--_ _ _ _ ~ - ISSSM~ A ~ II •iI ~ ~ I 5 g I I') ~ 1 1 ~ ti a ~ e`' ~ / o h6 ~ \ I I I iiI ~ I I 1 6h~1 I ~ ~ ' 389'S158'E - - - - - ~ s 0 ti ~ 1b17. 2~,0~ - - - - - y 67 1 II I~ I Q I ~ ~ W ~ ~ I ~ i j~ i ~.J e as ~ ~ ~ k ,,};,1~~ m . 6$;42 > ( ~ ~ ,~h + ~ ~ ° ~~,I ' . , ~ , N , ` s91~ I ~ . ( ' ~ `~I~I ' ~ I II U U a I o ~ ~ ~I~, ~ ~ _ I . ~ I ~ ~ Iki y ~~ti I qI ~ Q rn Q 6~ w 60 M \ \ + ~ + _ + ! + ~ + ~ + + r. Y ~232L OF~S g' 1 ' ~ 1 • ~ ® RCP.®;0.33:5' ~ _ _d_ ~ s ,`s, Y p'~ ~ ~ \ i ~ J ~ ~ ~ , I: ( I I'li Iel + f/ I ~ EXISTING U ,OU;A1d UT- , ~ ~ II M ' ,~s I ~III~ ~ ~ LEGEND, U N s ~ ~ , ~;I~ IIIII ~NI ~ J ^ 18 x 18 x 24 DEEP ~ x I w V / , v ~ I . ~ oh ~ ~ ~ ;PRE-cASrcATC~ BASIN .MANUFACTURING. AND r ~ ~ a I ~ ~ ~ 6~• ~ _ I VNTH H-20 LOAD RATING ~ , I , I ( I 11 ~ I ~ TREATMENT STRUCTURE... Q GRATE ELEV ®85.90 / :WAREHOUSE ~;E i z ~ ~ ~ ~ r ~ o ~ I ~ ~ o ~ I o`~ INVERT ELEV s3.9o ~ AR 51,200 SQ.FT, o ~ , ~ ~ o~ ~ ~oti ~ ~a I I I I ~ I ~ ~ SEE. DETAIL THIS SHT. ~1,? ~ ~ Dt~' ~r~, . . _ _ `6 i ( ~ I tiI 1 UITORAL.SHEU' AREA CALCULAITON Ll. ~ ~ v + ~ ~ , ~ ~ROPO~ED F.F. EL ~:-78. ~ ~ e< ~ + ~ F+, + + ~ + - ~ X66• 6 ~~o~ yy~ ` ~ TOTAL POND :AREA AT S.H,W, a 13944 SO.FL ~ ® ~ rn I ~ I I+ ~ I REQUIRED UTTORAL SHELF ~ a co 1 ~ I II I .COVERAGE FACTOR 35X ~ 4580 SQ.FT. ~ " ~ ~ ~ ~ ~ ~ ; ~ ~ I ~ ~ ~ I ~ I ~ i ~,`1~ 'I I I I I I~ / Q O M ~ 9 c> I, I i I ( e I I I J PROVIDED UITORAL AREA 4898 SQ.FT. ~ Vii EXIST. ASPHALT I ~ ! I ~ I ~ ~ ~ ~ ~.D.D.L M,E.S. INDEX 27ti I t~l i I ~ .-o IIII ~ ~ ~ e' I o I >~r• t , ~ ' ~ .1 ~ 80 L~F OF 12" ~ ~ o I I _ ~ INVERT ELEV 81.30 `4 ' . I 4~~0,,; m , , _ C-900' DR=18. _ ._t . _ _ _ _ t_..; , ~ e I " , I (I 11~ i ~ ~ 1l - W ~ ~ " o - ~ o PVC 0 1.25X F.D.O,T. TYPE F" DROP INLET INLET , ~ a ~ h INDIX 32 WITH TEEL TRAFFIC 6 m 0 • I 6 ~ o CK I 0~` BEARIN GRATE 6 i 0~' ~ o~ 0~6 0 + i , ~ , 0 ~ s, ~ h '1 + \ bm H'' + .GRATE ELEV X88.20 + \ ~1 • 0 61 . % a I ~ I ~ 161 1 ~ PIN CURB WITH 1$° LONG VERT. ~ ~ ~ ` + ~ 9 6`' ` +s ~ a ~ + ~ + 238 L/F ~F 24 ~ ~ 60 + d , ~ ~ ~ W. INVERT ELEV 82.0 I ~ ~ . e ~ 11'" r I ~ ~4 REBAR bRIVEN 6~ ON CENTER MAX I RCP 0 0. 7X _ " o s~ As '228 L~F' OF' 18 E. INVERT ELEV ~ 81.93' ' ~ v~'ti` ! ; U ~ ~ ~ ~ (~1 ~ f+- EXTRUDED CONCRETE CURB ~ o~• 2 'RCP; 0 2X / 1 ~ ~ o + \ o ~ ~ ` _ ~ III ~ f„__ s° ~ ~ i I ~ I 1,5" ASPHALT CONCRETE SURFACE COURSE ~ ~ n 60 ~ / / ~ ~ ~ ~ I ~ I DITCW •PAVEAIENT ~ ' < <a: V J 6 • ~ I `0~' ~ i I I I SEE DETAIL THIS SHT. 0 A +..:d r~.ryM , ~ i I I ` ~ ~ ~ rM.+ r.r..r,..ir r.w," ws r:~r i..r.. 6'® S~ A~ rw+w ~ I ~ ~0 `6` d 0 <r0 D. a 'S ~ .Q, !r y Q 9 4p A J l`1, v ' ~o• r ~ ~ / • + ~ ~ , . ~ E E,B EAK GRA E'BR K, J,. J, :GRADE REAK:,i. ? _ ~ ,GRADE EAK ~ GRADE y . r „F~' ' ; , ~ 6~ ~D 02 , ' ~ ~B d> "I'~ / ~d ~ i' i' ~ ~ ~ ~S '~S ~ ~ ` ~0~ 6Q. ~jh i ` , ' ~ i. , ~d~~ ~py , , TGRADE R~AK M ~ 16~ ' ~ , ' 66• , , . b 60' 'v.iv, - -.n.... w+w~ .i.nr.- , tiff... ..,.~.n 61 ~A,~-,~ II f-~ a ~ ~ h 6 ~ m, . 9 0' 6 0 h Q 'h 6' EXSIiING ECDE - ? ` e 'r . a > f 6j9 s6! 0~~.~' II II IIAPEI~Yr ~ OF PAVEMENT GRAOE~~OR Ak, ~ ~ RADE'AREAIf , : GRADEBREAK , . 6 R s ,0R EB EAK S- bR E B EAK R „ . iR~AK , S , ~ ~ I h0 I ~ iii ~ ~ N•T.S• -1 ~ ~ , ~ <I ' 1 ~ ~6 i h 0 ~ , ASPHAET `b ' i ~ a ( 6 ' ~ ) 9• ~ ~ m t$~; ~ e ASPHALT ~ ~.:~..I, : Yes n.-r. "..-ia i-.".+ aas. .,e.. ?x ` ~ hti ~ PARKING ~ ~ ~ 9. o~ oo a o. . 6~a ~ 6~• 16 ~ 9~ . 6 . e ~ \ ~ c n ~ , . y9' 't _ 1 _ SAt~GTARY Sk11ER IIAHIIOtE ~ ~i ~ k al ~1FYr 61,11 .u , :a. .,a„~(~ ,:ar ~ .r: ~ V~'fi Y~'.': 9 i~ s f 'v; ~ EK er. h 6 , .I 9• s ~ u, 6 ~ , 6 d 69 6 _ ' 3 ~ ~ a tnc er o~n p' 8"x 8" MONO. $ ~ 6 1--- - - - H ~ ar 6am 4 TOE WALL ® o n _ ? '-_"'s_' ~ ~ ON CIE 18~ 1 ~ a ~ - - 'h o - ~ o \'671-~~= ~ - 6 ~ - - G- -----.5z.-_ ~ ci• 0 ~0• 6 ~ ~\6~ ~ SAHRARY ~ y~p~ ~ 4 THICK 3000 CONC. ®a~. w 8' RiADWAII ~ - - - - - ~ _ - - - - - - 6 9-'-".r~.-_~---_ - ~0 e ~ >aF° To,~ I ~ T i~' c, f~' pyl o~ ~o ~ - - - _ \o e' 6 ~ K w oavr• nn s SPILLWAY W/10-10 BxB - ~ ~ r a~a ~ (;IITIBI em~ow a, aaa °o~ W.W.F. WITH 8"x 8' CONC. ~ o• --70--_~ - (A~L) e• o e• EDGE OFROlO ~ - PALME STREE .R. c T C ~ o, 2 5 ~ ~ --6 . 1 9 6~6'` °s8; ~ ~ ' a~ ~ 0~ (plpp 2 CURBS ON 'BOTH SIDES ~ 1' ~ - -~I--- + 8 L/F OF 18 S BpY, OF 1NE E.14 OF i>E SE + , - ~ BRA`S ~5~1 ~ ~ RCP 0 OX 1/4 OF TILE H.E.1 4 ~ SEC.12 DEK P.GEO. 11~ E.1/4 OF ~ S"x' 8" MONO. _ ?L~L~C~ _ F.D.O.T. TYPE " DROP INLET INLET EE y~ In R 0 S HEADWALL INDEX 232 WITH STEEL TRAFFIC 48 L OF 18' .TOE WALL DD®~ ~ AN~ REP NN~~ CE~WITH 11E S,E i/4 OF ~ ~ lf~ N.E 1/4 OF F.D.O.T. M.E.S. INDEX 273 BEARIN GRATE REMOVE EXSmNG 12" RCP RCP 0 OX GRATE ELEV e: 88.20 REMOVE SmNG 5" 1 P SEG 12-29-15 I Ma o INVERT ELEV = 87.25 N. INVERT ELEV ®82.90 REMOVE EXISTING HEADWALL ~ ~ NE. INVERT ELEV s 82.90 AND REPLACE YNTH E. INVERT ELEV ®82.80 F,D.O,T, M.E,S: INDEX 272 N.T.S. ' C INVERT ELEV ®88.85 0 • ~ ~~r~r~~yt C m OPYRIGHT 1998 ALL RIGHTS RESERVED LO Landon, Mores & Associates, Inc. p a-) Anyone copying this document in any manner u without the expressed consent of LANDON, o MORES & ASSOCIAMS, INC. shop be prosecuted to the fug extent of the low, DO NOT COPY OR REPRODUCE--PA D" C) -VIN 101 i k "W o~`J a RAINAGE AND GRADING,PLAN i Mal N. cn . . -1 U' _ C). C Section ,2, T®wnshi 29 Sore th Ran e 7~ has ~ 9 g t Pin ell as Coun ty9 FI ®rid a GRAPHIC SCALE 30 0 15 30 60 120 ( IN FEET ) 1 inch = 30 ft. I T~6YAt. I~ AAA I TOTAL VEHICULAR U~ ~UtEA b2,88b SQ. F7 i ~ ( FACTOR 8.0ffi , ~ ~`INTERIat UNDSCAPAREA I REQUIRED INTEf~OR LANO~APE A>~a ~,faa 1 , I ~ I w ~ca~,r ~ REQUIRmlNmrnos uNUSC,~ AREA ~,fea I ~~a ~ ~ couNr fa ~w>-~n-ozv~ - - I I 68 _ _ 6s I t~TE~IOR 11RE'E f~ T Q ~ 65~ ~ - - - - - -.64 - - - - - - - - ^ ~ ~ e i ~ REQUU:EU INTER110R LANDSCAPE AREA s,fe2 p ~ - ;..fi3„ ~ ~tue'couNT cALd~uTlal / z~ s ro ® ~ - - x REQUIRm UflERIOR DRUB COUNT f6 ~I ~ p ~ 62 61 I ~ `60 9 ~ ~ ® Z ; ~ 8 I a- 5 U ~ .a U E ~ ~I ~ O ~ ~ U ~ _ ; y~ ~ ~ ~ 54 I Q~ LANDSCAPE LEGEND U ~ N E 0 i_ ~ ~ i;~ ,~j ~ ~ PROPOSED WET RETEN110 I I > ~ E $ r , ; I f VET RETENTION I o ~ ~ b i TWO STORY I I i ~ AMERICAN HOLLY 1-1/2" CAU@ER LIINIMUN Q' IN Ht]CHT AT PLANTING ~ C ~ ®`e i OFFIC AREA ~ i ~ `o I ® o v E c I ~ 21,60 SQ. FT. i . ~ CRAPE OR WAX HURTLE 1-i/2' CALI~R LIINILfUN 9' IH HFJGHT AT PLAHIING I \ e _ v - - - - e _ I . - - ~'~1 ~ ~ III LAURAL OAK f-1/2" CALI~R MIHIMUN 8' IN HEIGHT AT PLANTiNO s7 _ 1. ~ ss ` . ~ 1 I ~ ~ --67 ~ 1~ I W , . , ~..v.~ 1 ~ ~ I Q~ -T~ 7' a 'i ~ f I i ~ ® llIX1STRUM SaiRUB IdIN. 18" IN HEI~IT AT PLANTING I W ~ ~ ~ ~ p...~ .i~~ ~ ~ ~ ~ i I J r}r ~}~7~ F.il; ~a. ! i ~ ~ ~ ~ ~ ~I ~ Z i O ~ ~ i . ~ < i s ~ ~ ~ , , fil~~~f.~ t.._w:~m~ ~ ' ~ W I I ~ J UI.L.UU C~JIINUOUS LId1~dTUM HED{~ NIN. 18' IN HEIGHT AT PLANTING. HEDGE ALONG RIGHTS I- ~ ~ TOTAL~I.Q~tQ HE ~MA%PROPE~RT ~P~S ABUTRNO RI~15 / ® ~ ~ I ~ Q I I I ~ WAY ~ J i~ I I ( I ~ ~ ~ ~ ~ ~ G i ~ ~ ~ ~ ~ ~ i ~ ~ ~ ° i III ~ ~ MANUFACTURING AND i ~ ~ i i .III ~ C~ ~ 1 i ~ W 0 ARE USE Z , i i I ! i III LANDSCAPE NOTES f- ~ p=. , AREA: 51 200 SQ.FT. J' t I ~ a ~a i PROP.OSEDf.. ELEV.=70.00 I ~ I III 1. All plants >~all be Florida No. 1 ar better. All plants shall be typical of thofr ~ ~,pf >C ~ ~ ~ ~ i I ( I I IiI specios or varloty and shall have a normal habit of growth. They doll bo sound, ~ ~ M',. Lil , , i i. ~ ~ ~ ~ i ~ ®~M I healthy and vigaoue, wdl-branched and d~a~y follatod when In loaf. They ~ ~ J ~ I' ; ~ I I I droll be froe of disease and Insect poste, eggs or larvae. They eholl have ® ~ ~ ~ healthy, well developed root aystoms. ~ (/'1 ~ p I , ~a ~ ~ , , ~ - m _ , ; L:_ J' ~ ~ ~ _ ~ I I ~II 2. All loots shal ~ ~ " I I I I ~ p I be nursery grown stock and shall comply with all required ~ ~ :TRUCK WEL i i o ~ ~ ( II ksspectials, grading standards, plant regulations and requlrerrlents fa ~ Q ~ ~ f.. h I I ; ~ (i m~auroment, branching, and cultural practices; as set forth in the Florida I; ~ ~ ~ ~ ~ ~ N ~ I I Department of AgH~lturo 4Grades and Standards for Nu Plants4 P ~ e , ~ ~ arts I ~L "~45~ ~ ~ ~ ~n ~ ~ ~ ~ / and II, including any rovielone as detormined by the State Plant Board of Florida. ~ _ m r...,,.~~_.:. ~ - ~ v - ~ I 3. Ali plants shall be hardy under climatic conditions elm~or to those in the locality of ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ tho pro}act. I © kS i is 0~~; ~ , 0 _ r~ ~ ( I. A ~ ~ 4. "All planting be arose dull be floe grodod by the LANDSCAPE COAJTRACTOR. .i-, 1~ 1 + 5. All proposed planting arose for trees, palms, shrubs, oriel groundcavers dlall bo ~ r T ' ~ top dressed with a minimum of three (3) Inches of pine bark mulch dread 0 0~ ' uniformly In depth over the planting-bade as delineated a1 the piano, unless otherwl~e eclfled. ~ ~y ~~.r... ~tix~~ U o~ tT. Required trees along rights of woy shall be spaced a maximum of 40' and be ~ . , ~~~aM~.ti I{ ~ ~1 a minimum of 1-T/2° callba and 8' at planting. ®_r; r ~ 1~. ~ 69 i~~~ ~ 68 68 68 7. Owner roserves the right to make modiflcatiorl to this landscape plan with Clty of ~ 6767 ~ . ~ 67 67 ion ~ ~ ~ ti 68 ~ 67 - 6g 68 _668 ~ gearmater approval. All modlflcation shall be submitted to the city In plan "0~ ® a~ ^ _ _ _ ~ , ~ ~ form for approval prior to construction of landscape areas. ~ PAL METTO STREET C.R. No 215 _ ` All landscape aroaa dlall bo irrigated with perman~t ingroalnd autanatic N I n I irrigat?on syet~n ~d pump. ?000 0 ?~0? 0 ~0~~ ~a S m COPYRIGHT 1998 ~ ~1 V ~ 1'~ AT!T, RT(;NTS R.1+'.SFRVF!T) c'r Lo Landon, Morce & Associates, Inc. CD- w Anyvne copying thls document In any manner without the expressed consent of LANDON, CD MORSE & ASSOCIATES, INC. shall he prosecuted to the full extent of the law. -DO NOT !ter OR RVOR=CE LPINDai"PE, PLAN f; i2 ~1, O L~ i I j 7 9 f { i P.O.C. ' N.E. CORNER OF 1 OF C THE E i /2 CERTIPI ~ . THE S.E. 1 4 OF CERTIFICATE OF APPROVAL OF COUNTY CLERK / THE N.~,1/4 OF STATE OF F101 STATE OF FLORIDA SEC. 12-29-15 S.S. COUNTY OF PII COUNTY OF PINELLAS } KARIEEN F, I KARLEEN F. DeBLAKER, CLERK OF THE CIRCUIT COURT OF PINELLAS COUNTY, FLOR COUNTY, FLORIDA, HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED ANC EXAMINED AND THAT IT COMPLIES IN FORM . WITH ALL.THE REQUIREMENTS w ~ ~ PERTAINING T( REQUIREMENTS OF THE STATUTES OF THE STATE OF FLORIDA w ~ ~ FlLED FOR REf PERTAINING TO MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR RECORD 'IN PLAT BOOK PAGE OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THIS 100 150 1HE PUBLIC R~ 0 50 ° o DAY OF DAY OF 19 A.D. AT AM/PM. GRAPHIC SCALE i 1 inch = 60 ft. I W ~ KARIEEN F. D KARLEEN F. DeBLAKER, CLERK ~~p~~" ~~~D PINELLAS COU 0 PINELLAS COUNTY, FLORIDA ~o i a i k. 2 I BY: w ~ DEPUr BY. DEPUTY CLERK n ~ ~ s8s~515s E 3oa.oo M o ~ ~ ~ CERTIFIC~ o CERTIFICATE OF APPROVAL OF CITY COMMISSION o i d IT IS HEREBY IT IS HEREBY CERTIFIED THAT THIS PLAT HAS BEEN OFFICIALLY APPROVED Bi APPROVED BY THE BOARD OF CITY COMMISSIONERS OF THE CITY OF ~ ~ CLEARWATER, F CLEARWATER, PINELLAS COUNTY, FLORIDA, THIS DAY OF 1 O 19 A.D. Q d . 1'S „E 280.Oa' S89 5 8 CITY MANAGE w W z ~ CITY MANAGER .:.i o ,o _ ~ _ _ ~ m a e D ~p ~ DEDICATI DEDICATION ' UNDERSI THE THE UNDERSIGNED HEREBY CERTIFIES THAT HE IS THE OWMER OF THE ABOVE'OESCI ~ HERCULES H' ABOVE DESCRIBED TRACT OF LAND HEREBY PLATTED AS HERCULES HYDRAULICS AND THAT HE DEDICATES ANY EASEMENTS p Q N AS SHOWN H AS SHOWN HEREON TO THE CITY OF CLEARWATER, A POLITICAL ° ' ~ SION N SUBDIN SUBDIVISION OF THE STATE OF FLORIDA 0 T ~ 1 . i s i OWNER N 1¢ OWNER WITNESS ,o I 3 i a ~ I _ WITNESS M o,ao' 5 0 0 t CKNO~I ACKNOWLEDGMENT STATE OF Fl - N. R W LINE P,O.B STATE OF FLORIDA} / COUNTY OF „ ~ N89'S1'58 W 580.00 h COUNTY OF PINELLAS1 r .p a ~ I HEREBY CI I HEREBY CERTIFY THAT ON THIS DAY OF ~d~ g o~-~ 19 A 19 A.D., BEFORE ME A NOTARY PUBLIC IN AND FOR SAID fi . 1 0 .R. NO S A _ - - _ ~ w ~ _ COUNTY PEf COUNTY PERSONALLY APPEARED TO ME _ _ _ - - - - - - - - - - • 1' KNOWN. TO I N89 5 58 W S.E. CORNER OF KNOWN TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THE 5, BNDY, OF THE E. 1/4 OF THE S.E. 50,01'. FOREGQING FOREGOING DEDICATION AND HE ACKNOWLEDGE THE EXECUTION THEREOF 1 4 OF THE N.E. 1 4 OF SEC. 12 THE E. 1/4 OF TO BE HIS ~ / / ~ TO BE HIS OWN FREE ACT AND DEED. I THE S.E. i/4 OF THE N.E. 1/4 OF SEC. 12-29-15 MY COMMIS' MY COMMISSION EXPIRES: 1 PTION LEGAL DESCRI D ti 4 of THE SURVEYOR S CERTIFICATE A PORTION OF 1HE EAST 1/2 OF THE SOUTHEAST 1/ 4 OF SECTION 12 TOWNSHIP 29 SOUTH, RANGE 15 NORTHEAST 1 / ~ 2 3 198 NOTARY PU~~ TH S PLAT DO CERTIFY THAT IT ~ Jl! TH 40,00 FEET I, GEORGE A, SHIMP II, MAKER OF I , NOTARY PUBLIC EAST PINELLAS COUNTY,: FLORIDA,-.LESS THE SOU ; TE OF f ' T REPRESENTAII~V OF THE LAND PLAITED AND STA THE EAST 50,00 FEET. AND THE NORTH 30,06 FEET THEREOF, BFJNG ~ IS A TRUE AND CORREC RAL PERMITTING STATE OF FLORIDA OF CHAPTER 177 OF CENT , MORE PARTICULARLY DESCRIBED.AS FOLLOWS:: TMIS PLAT COMPLIES WITH THE REQUIREMENTS F CLEARWATER I PLAT CITY 0 THE .FLORIDA STATUTES, AND I FURTHER CERTIFY. THAT TH S AlL MAIERI IN COMPO`~1ION, REQUIRED BY Fl.~IDA COMMENGNG AT THE NORTHEAST CORNER ~ THE EAST 1/2 OF THE MEETS Al, SAID SEC110N 12• THENCE STATUTE 1-77.091, SUBSEC110N 1A AND 16, AND THAT ON THE SOUTHEAST1/4 OF THE NORTHEAST 1/4 ' p OF BEL(61ER ROAD 1336.84 ~ DAY OF --_-19 .THE PERMANENT REFERENCE S00 48 27 E -ALONG THE CENTERLINE MONUMENTS P.R•M•'S WERE IN PLACE AS SHOWN HERE~J, AND T TO THE SOUTHEAST CORNER OF THE EAST 1 2 OF THE SOUTHEAST ( ) FEE / ' " ! WITHIN ONE "NOi1CE: THERE MAY BE ADDITIONAL RESTRIC110NS THAT ARE NOT 4 OF THE NORTHEAST 1 4 OF SND SECTION 12; THENCE N89'S158 W PERMANENT CONTROL POINTS (P,C,P, S) N4LL BE PLACED 1/ / PUBLIC RECORDS T TH CE ~ YEAR AS REQUIRED BY LAW AND MAT THE SURVEY DATA COMPlJES REGORDED ON THIS PLAT 1HAT .MAY BE FOUND IN THE ALONG 1HE CENIERLINEOF PALMETTO STREET, 50.01 FEE , EN , - IREM IS OF THIS CHAPTER 177, OF THIS COUNTY." REQUIRED BY FLORIDA STATUTE N0.177.091•, N004827 W 40.01 FEET TO THE INTERSECTION OF THE WEST RIGHT Y~TH ALL REQU EN -1N Y OF PALMETTO SUBSECTION 28. OF-WAY OF BELCHER ROAD AND 1HE NOR1H RIGHT OF A DINT OF BEGINNING• DATE OF SURVEY. STREET, .SAID INTERSECTION ~ BANG THE P , ' ' 'W ALONG SND Nf~TN RIGHT-OF-SWAY; 580.00 THENCE N89 5158 GORGE A SHIMP II ' ' T' 1HENCE S89'51'S8"E SIC~lED ON THIS DAY ~ .19 FEET; THENCE N00 40 35 W 250.00 FEE , V91 ,00 FfET• THENCE ...280,00 FEET,. THENCE NOi'080T 00 , and ASSOCIATES,:.` INC: "E 00.00 FEET TO THE WEST RIGHT-OF-WAY OF BEICHER S69'5158 3 UNLESS OTHERIMSE SHOWN HEREON; ROAD; THENCE SQ0482TE ALONG SAID WEST RIGHT-OF-WAY, .350.00 LAND SURVEYING and PLANNING a -.DENOTES SET PERMANENT REFERENCE MONUMENT PRM ~ 2512, FEEL:TO THE:POINT OF BEGINNING.. GEOR(>Tr A, SHIMP II 3211 U.S ALT. 19 N., ; StJITF D ` D SURVEYOR N0.2512 (UNLESS OTHERIMSE NOTED HEREON) REGISTERED LAN PALIIi `HMOR, FLORIDA 3083 - POC DENOTES POINT Of COMMENCEMENT CONTAINING 174878.71 SQ. FT. OR 4.0141 ACRES.MORE OR LESS• STATE OF FLORIDA - POB DENOTES POINT OF BEGINNING (PHONE (813) 784-5496 FAX (813) 786-1256 RLS, NO. 2512 / LB, NO. 1034 DRA G NO. M3411MG T-_ _ - - 99p~ ~ ~ •1 v t ° . ~~t. ~ ~ ' ~ ~ -Section ~ 2 ~To wn sh 1 ~'9 South, Ran e 1 ~ East ~ ~'ia } ~ L A TI Loc~r~oN wp Pin ell as Count .:Florida ; +g , . ~ i~ ttk l)erel~ a"~~ ~y~'Qp Iwte.25, ~ ~ , ~ ~ , o ~ M i iu pHeHilrCl7 °R'~ ~ f `cro ' RAZ u W approved in"revi~v &'g'kc ,~i&e ,'~~irS ' eulor R K HYDRAULIC' ~ ` ~~tt r~~I, '~(k~`1~,7 r e of a , • struction 36. 51 ns and barricades to be accordin to F,D.O.T, manual of safe as '0a'~ y, a~ ~ ~ , ~P m" e~ 3 4 @ u ~ WItoC3S m ~ ' the seal'd I 1. All elevations refer to National .Geodetic Vertical Datum.... 15. All areas of exposed. earth resulting from con 29. All ba kfili over any pipe (storm .sewer, water line, sonata g 9 tivitlee shall be sodded as directed b the en sneer. sewerq that. is to be installed under roadways or within the practices; reference F.D,O.T. Indexes 600 #hru 650 and 17349'per a g ' ra r~u•"xn ~ a ac Y 9 ! ~`DT 4 p: i Cock Adm~~~pf tx ~ a 1 I• e ~ . w i -to''be coin acted er xes srror+ Py~ 4 2. The location of existing utilities ore' approximate as shown Seedfn9 `and mulching shall be, applied:only where,speciflcally enbankment; etc. of the road• ay, s p 'roadway and traffic design standards latest edition or p:c,,inde SUNS "~1N°~ P6f ' 's res onsibilit to determine the : ' De t, of Trans ortation pec'fications, Section. 125-8, .1991 ' and it is the contractor called for'in.the plans and specifications, or,where p P t00;thru 116. ~ P Y L ~ ~ fAD ~ ~ t>ti ' - Florida on this.~~ d6t'I a ~ e[I ~,(•-~t,A-° rTPdNL iP ~iy~~?r P~~ °•R exacf location of the utilities prior to cohstruction in their a en ineer, Edition (or latest edition and/or AASHTO - 99 (100%). 8 d th less r-~~ilNS urrSroE-Z specifically directs by g , • A'"maintenance of traffic plan" mus# be submitted to and approved PM pp axrarr4,-•. iIVE ~ F ' I ~ I ~ ~ i0~ ~ ~ ~ ~ ~ SLP ~~900-: ~ ~ +y ~r 4 y 16. Cit Of Clearwater Utilities Services Branch sf~all not own or 30. To prevent an .fugitive dust from leaving the site,-water trucks. rKr, , s vo ' ~ • Y yy ora roadwa surfaces by the Pinellas couhty traffic engineering prior to the commencement z3i ~mrv~o ice. n acter` shall notif the utiht cam antes in the area -situ will s ra .water on all unpaved temp ry y 3,: The co tr y Y P maintain water:: and/or sewer lines ar facflitles orb P Y _ q FPUSrArrwtNaurW A" : ' T~`( 1111 "ic""~IIaG • of construction whenever one'or more of the following conditions s necessa to control dust. Areas not sub'ect to' truck traffic, ° ;i cn~ n+er r~aesrAr%vn+a.e~m 48 hours. before beginning .construction. such asry oadwa shoulders, shall be covered with hay, filter are met: ,iStE ' T `°P5 ' ~ ' z 1~3¢ 9 ; .euP s Iled before base & 17, Connections into existing'City Of Clerwater owned aystem shall be via Y ' 4, All underground utilities must be in to ' fabric or'permanent,vegetotion (such 'as sod or seed and ~ ffic'for eriods exceedin z m~, r ` ' surface course are constructed, wet tap. Wet tap shall be performed' by the City Of Clearwater a): Street is closed to thr•u-tro p g ci@egwerraa POa m mulch to reduce dust... ..fix ,W~ , , rvp+sraurwiaEraao~om pAgwerrAe `P~o"~W : ~ ;C ` NB1RtlA100!"" Jo ~ ~ , ~.9r~;,. ,,,a~ aura-~` c~r¢eas Utilities Services Branch; Material for he wet taps shall 15 minutes. ~ ` _ -r ~ IT; `~a~wc~~3 c~r~HS° m ; ~ I H ~rF.a ~ Coordittator, Central Permitting IkpaMtetd .~I OGy,NST. oliaur n ~~I~ I ~ ~s ~ co>Efl „ • ~ Certification is sabjed to the follovring: 5, Re wired tree barricades must remain intact throughout be rovided and Installed b the City Of Clearwater. a installed above waterline er Pinellas Count b One ` h ical lane su arts" two-wo traffic movement ~ :,o,, =z~,, z j q P Y 31• Locator wire to b P Y ) P Ys PP Y W t o struction. Encroachment into or failure to mamtan tree c n Ta''fee to be paid by Developer. re uirements. : ; f"as'1 ' ~ &~a~ Y! CRE~EII~w Before barricades .will result in;enforcement action which. may include c) Traffic lane(e).normally designated to handle movement In sne~woop.sr citations and or ermit revocation.. -18. All clear zones to conform with.FDOT Index 700. / P nt Connectors FDC's to be' installed in +,f one direction ore being rechonnelled to accommodate an wppp °EN--"" , srarav 32. Flre Departure { ) ~ : -a: , ~ vo c Uk Ci can issue bail ' rmits the - sraraw r ~ ~J~ A,Cd/ET o applicant must oandete the f owing adions• I 19. Si(t feriae to be installed'along entire `"accordance with NFPA 13. ~ opposing movement. ,C;~,~- 6. Allpracticable and necessaryeffort,shall be #aken during ro ert :line. ar ~ 0 MNfl4,r -A-O A/u cq"~caatex ~b~ ' revent erosion and trans art P P Y i i to be installed m accordance with NFPA 24. 37, The required roadway shoulder is 10 with o maximum slopebf 3/4 , i ;'i W ixa,isrr~jnrvur< , construction to control and p p 33. P p rig ~ a rice , f dimenf to surface drains and to lakes and .also to 20. "Maintenance' of troffi to be in accordance with per linear foot. ° The required roadway clear zone is 10, no permanent ;>tie N P o se C r ,P~1, t~ I,,s, 1) Obtain cleedllg end grubbing aad tree removal ¦ v+an jnlvApl , _ ~A'~apAaA I a 9 rvA permiu (or ro tree verification Earn) from with ermit conditions, F.D.O.T. index #600-660. II on merit walls and si naga shall be bf stick-matching obstacles are allowed from any edge: within: #his area.' ~ ' ` ' •:Y ~R' : ~ conform p 34, A m u 9 u,.. , buildin and trimmed `with EIFS ..cornices: and base: Size ~ ' -„~q, EogineedngService3; , „ 9 " ~ " 38. Ram for the h lcall handica ed accordin to F,D.O.T. Index No. ~ Fw 7, All i e len the are'. lus or minus and are measured to ~ • ~ an 4 - X 10 -0 Ion max . P P Ys Y PP 9 I ~ m : i p P P 21', All sidewalks to be a minimum 3000 per concrete d „ shall be approx. 5 0 high {max) g ( ) center of structures. 304 to be placed at all Intersections ahd driveways; as d(rected in ~ a ~w~rea _ ,~o~s~c~aacr, ' I AC MAN .I ~LrY4^97 ~ ~D P.K, 2) Provide a copy of the SwFMwD permit gad ' ' ;1~" ~ a do DISK -a . wl~ ttl tiINRN r E drainage ceiculeboas to Eaginaring Services, tN01$ILEflP er r NA Oily GflPEMEP: N,E COiNER OF thick except at driveway' crossmys where: they shall "be 6 BuHdin identification si ns shall be as above, with a ' i less. thdn 18"`minimum vertical reinforced w/ 6°x6"xNo, 10 w.w.f.. 9 " i h max X 8'-0" ion max , the field by he engineer , W; >,_r , ~Mrkruarr ~_"L ,I I 8, Sewer lines placed w th max size of 4 0 h g ( ) g ( ) j , a a rrno~ 1 3) Provide three copies of a landscape plan for a:~¢;- ~ `i ~ ~ "vHn°EUrLPS"" fAW0004 THE E 1/2 AOF review by Ewironmental Management and enow se oration arassin water lines or STORM. LINES shall - will `coin I with the State of niAeoRr og,~ rAar Pr P 9 , 22. All n ht of-wa ..installations. py 9 Y 39. The construction of avement within existing or roposed Pihellas sr f,=-'' pp have 20 LF of ductile iron sanitary sewer centered on the: Florida Utilities. Accommodatwns Gwde. -•pA 5?' C~...•~°:•~:•• iMMM,GSITE PRIMYP~OP THE ~.E. 1/7 DF C PICIVISIOIIa fa Itllgall0n, tfOC pIOtCCtKH1, (1'CC re base & surface Count Ri ht-of-Wa must' meet the' followin riteria; conflict. 35. All underground utilities must be installed befo ~ wW M HiN~er~. ~ 599 i r osed onsite w ASF!1]9~~Is~4lts[~t4;- 998;. 8" FDOT,certified cam acted to 98~ nlsr ~ ' - course are constructed,' PC-1 3 . - ork' must cam 1 with. Cit Of;Clearwater - 9 Y 23. Ali p op , , PY Y ~ ~ t~ 590 Ne~IBENA7N ~ "rAAwA7FH BROOIIWW01 1HE N,E,1/4 OF J I ~ re ~I, perut~eter tatdscaping atd irneria courcra" I 1a landscaping;; 9. Conflicts between water storm and underdrein s stems to Subdivision Re ulations `and .Mirnmum Testing Frequency: max.. density as determine by AASHTO T-180, `,$~bbase: 12 to LBR 40.' ~ < oaEw s~ DREW , Y g 'ST DREW ~ ^t?B a o~BT~, OINWINO~ SEC, 12-29-15 ~ ~ 4) Obtain and filmish evidence of `ell applicable P]Su_ ' permits ae may be required by other governmemal i ~ ~ • w y P nira"OwrAA v~ ; ; ¦ wAC I r ovrw i agencies, including a P'ioelles Hea1d1 Unit Permit; 'be resolved by adjusting waterlinee'as necessary. Requirements. 40. -Place expansion joints where 4" and 6"'concret~,abut. , 599. , , y , P n a~' ~ 6 Q a y'y ' Itrwdvr ~ ¦ s"ovvwc i ~ S) Obtain Pinellas Cowry rigMof--way permit for 10. NI existingg informafion as' provided by .topographic survey 24. All ` ro osed offsite work must comply .with Pinellas. County 41. Saw cute existing edge-of-pavement: prior to pavement tie-in. ' prepared 6y GEORGE SHIMP, PLS Subdivision Re ulatione and .Minimum Testing. Frequency: 9 ' I I I work to be perfottned within the Belcher Road I I ~ I I rigtd-of--way; II u e extreme caution when connectin Requirements, 1L The contractor_sha s g 11,2'1 ~ ^ III 1 PeY ~ Recreation Open Space Lend Dedlcat[an Fee wiW assistanee from the DRAINAGE BASIN . proposed sanitary sewer'ond water mains to existing mains tructures. An damn es caused shall be 'the.. Contractors ors Y 9 g STAKED`. SILT_ FENCE w Parks i I I I ~ I and RecreatOn Office; res onsibilit . Sea note 17 also) 25. Si ns and, barricddes to be accordin to' F.D.O,T. Manual of i P Y{ g I I L~ I I A Before the Ci 'can issue a Certificate of I ( ~ III ~ ~ (Occupancy. =the aDdicant must comdete the ' Safe Practices;-.reference F.D.O•T. Indexes ,600 thru 650 and • 12. Plans are not valid for construction-unless signed and sealed 17349 per Roadway and-Traffic Des'ign Standards latest ' I I w I fdlowinp echoes: ~ W>- (A - O Z Ul i 100 thru 116. S89'51'58° 300.00'M b a Professional En inset Re istered m Florida. edition or D.C. Indexes E Y 9 9 . ~ . sue, L3 " ~ ? ?I .Pay.. the Transportation Impact Fee as .called ~ ~ ~ ~ ( I I w z I I I I fa by qle Pinellas County Transportatim • r itectural 26. Disturbed area within the right-of-way will be compacted 13, Any discrepancies between -the engineering plans, a ch to 100% of maximum dehsity and sodded. _ - . - - _ - - _ - _ - _ - - - , - - - - - - - - SIR I I ~ w M w ' Imped Fee Ortlinance with assistance in ~ Ql~j O - - - - - - ~ ~ ~ ~ ~ determining the fce from the Clearwater M I f\ pions, or City Of Clearwater or Pinellas County Municipal Codes • - - " " ` - ~ - - - - shall be brought to the engineers:attention prior to cohstruction.' 27. Ail drainageetructures must be constructed per Florida X64 - - - - - - ` I I I r o III ~ Traffic Engineering Office; std II d, q - . Department of Transportafion Road Design .Standards. NI I - - - - - - - - - _ ' ructures must have o minimum inside"area of _„63` _ _ _ _ drainagest 1 r- 1 I z ~ m 8) AU required landscaping shall be installed and ^ ^ ~ 0 - - - - - I I ~ ^ I I III inspected by the appropriate city staff; I , Q ~ 14. The Contractor shall remove all .abandoned utility lines, pipes, 10 square feet I •_62 Applicant must cotndete the following as ~ O Z ~ I I dicated: o ~ 0 :.structures and other sub-terranean objects to a minimum 61 irect 28. All manhole and inlet access. covers and frames must. be ~ 80, de th of four 4 feet below rode, or as otherwise d ed " i ' constructed per Supplementaryry Details for Manhole and Inlets.. o ~ I 58 ''0• I I I I III 19) Obtain the requisite building permits within one 0 0 , 0 U 0 year from the. site plan certification date to p. ~ ~ O , by the engineer. Index No, 201:. of the Florida Oe t. of Trans oration' Road - P ° •g ( lion). °o ~ I - I 56 I I I prevetn expiration of the site plan certification;.. ~ . Desi n=Standards, Jon: 1984 Edi ion or latest sill 54 ( I I ~ I I ~ 10) Obtain the requisite certificate(s) of occupancy , J ~ ~ ~ within three (3) years of the site plan ~ g I; IC~ NOTE. - o I an a. - - I I I I (ASPHALT) ( certificaton date to prevem expiration of the > o. I ( I site plea certification; and o 3 ATER MANAGEMENT FACILTIY TO BE OWNED, `,OPERATED oo ` ~ STORMW I . _ _ _ 1.. ~ _ ~~a ~ I PROPOSED WET RETEN1101 I I I I ! Il) Obtain review and. pertpits for signs and 0 ; SET RET~N110N. I I 1 i ! fencing/ walls through Separate review and ~ 1'1f HERCULES HYDRAULICS _ INC. ~ AND MAINTAINED IN PERPETUI BY I I I oI i I , TWO STORY I - , ~ I II III ~~Perrm m8 Pracedure3. 3 U Q Q Ni ~ N p t !7 m , I OFF AREA. ~ IC I GE OF EXIST: hSPHALT z ~ ( ED ~ 21,600 SQ. FT. . 1~~~1~ I i( I o o ~ Er LEGAL ESCRIiPTI® I I ~ I I II _ I ~ • ~ METAL _.a_ _ ~ _ _s._. m a ~ _w~ _ ~ _ _ SHED ~ • ( i ~ , ~ II I I I A PoRT1oN OF THE EAST 1//2 OF THE SOUTHEAST 1 4 OF THE I I ~ I NORTHEAST 1 4:OF SECTI01d 12, TOWNSHIP 29 SOU RANGE 15 ~ ' THE EAST 50.00 FEET A1JD THE NORTH 30.00 FEET THEREOF, B~ING n E/aryy S89'51'58"E 28D,00'M' ' f ` I ~ - - - - - - - - - - - ~ ~,5~1r .w.,,.rre . xro*..rw.mmve6 . B BmTK31FM!tlE.W FmA 4"k I. ,!ta ..,rr wwrws~rar ~rce w~ .irirtt ~ .iii .~~..id° ~ ~ II I) I I I I. EAST, PIN S'COUNTY FLORIDA, LESS THE SOUTH X0.00 FEET ` i I i i III II MORE PARTICULARLY DESCRIBED. AS FOLLOWS: LJ.. ' 66 n.. ~ ~ II I ~ I ' Q 1- COMMENCING T THE NORTHEAST CORN 'OF THE. EAST 1/2 of THE 67 , . ` ~ ~ ~ ~ - - - - - - - - - r Y ~ ~ kl', 1."~ ~ LLI 98 84' . ~ fj~~~ i. I ,_.----151,48` ` I II ; °ol I ~ ~ ' S00'4 ~27 E (ALONG 1TMHE CNE~N' RL~INE OBELCHER OAD ~13~.84}IENCE ^ I I ~I ~ FEET-TO THE SOUTHEAST CORNER OF THE EAST 1~2 OF~THE SOUTHEAST `„f a ( ' I I ~ ~ III ~ 1~4 OF 't~E NORTHEAST 1/4 OF SAID SECTION 12; THENCE v ~ U I II aIM o N51'34'28 W 64.55 FEET TO THEINIERSECTION OF THE WEST RIGHT- N I I _.~I=..~ ~>I I I i ( I I I ~ ~ ~ = I ~ ~ s°TFR~T s io INCH~SECTOIOAND B~EINGTMTIEiE PANT R~HBEG NNINGY OF PALMETIID Z ~ ' ® I I I II II I ~ I I~ J THENCE N89'51'58~W~Al~ONG SAID NORTH'RIGHT-OF-WA7 0.00 ~ 7 ~ x, ' , I { i f r ~ ~ I I I I I FEET• THENCE N00'0 35 W 25Q,OQ FEET; THENCE. S89'51 ~8 E 'Q , N ' i r i i W r ~ ~ + e: I ~ I I i I I I ~ m 280.b0 FFsET :.THENCE N01?08 07 W 100.00 FEET• THENCE . ~ ~ AY OF BELCHER 0; ' rn S89'5158 E 300.00 FEET-TO THE WEST RIGHT-OF-W ~ '0 _ I ~ - ' ~ -1 1.14 I I .a--M,. a I I ROAD; THENCE S00'49°2?'E ALONG SAiO (VEST RIGHT-OF-WAY, 350.00 - ~ u ® r` I I ( N I FEET TO THE POINT OF`BEGINNING: ,J ~ ~a i I ~5 i - I I ~ ( I I p N f~NTNNINC 174878.71 SO::fT, OR 4.0147 ACRES NIXtE OR LESS; LI. ~ t+'l I ~"~III I ~ , .r ~ I I ~I II? o J~~ U o ~ - ' 0,' 0 i } ~ 1.35 : I i , m ~ i ~ q~ I i i III I ~ ~>r~ . ; , i , ~ I • a ~ < r ; -..I ~ ~ ~ CTURI G`AND I ~ I II III III I 3~ ~o~ MANUFA N ~ ~ ~ I n \ ~ I ;I ~I I I _I SITE.:.®ATA Q NaTE: WAREHOUSE ,r Z , I ` ~ DUMPSTERS TO BE".SCREENED ~ I ~ ~ ~ ' ; AREA 51~200.SQ.FT. E r ~ I III III N 'o~ `j ~ I r a FROM VIEW WITH'GATED ENCLOSURE , I I i) I I I I sEE SITE DATA D1J SRE PIAFJ &iEET ~ N Y/' a ce 0 I I I~ 1 1 I I III SREPLANREVIEW p v~ z ~ -I~SEE-ARCHITEGTUP,~L- P S-FOR DECAL) . _ ,__~.a _ _ ~ _ . > _t _ _ . . _ . _ ~ . . : , : (n I I ~ PLEASE USET}IEPOLLOWINGFORMATFORSREDATACALCUtATIONSATONELOCATFWdONTHESREPLAN ~ I ~ <C t0 ' PROPOSED F.F. ELEV.=.70.00 r I y 25.0 R. X i I l I I ~ I I I I 111 REQUIRED Lll O~~ I ~ i I W ~ I r I ~ I) I I~ I i I I I MI INl7RNA%1 = ~mc5 ~ ~ I x I ; w ~ I i I ~ I I ~ I I I~ : 2DNING GIaTRICT _ ' IL IL NIA : U t/1 Q ~I ~ ~ r I use UOIIIpFaeility whalesalelOfOce Pertnlttad Uee Z , , I ~ 1.35' 9.0' .0' 0' I (EXIST, ASPHALT). ° ~ . ~ ~ I 1 II i~i~ - LOTARra1S0.FiANOACREaI ' ^ _1 I II II la~ ~ I I I GR055ARFApNITMINPROPERTYl1NE51 ~ ~ J I ~ , NOTE ~ ~ `,F, ._~'f ~ ~ 775K-0.OtSAc. Soma 2DKe_____ LUZ V /I r~ _ TRUCK.WELL.STR ~ I ' n - I Y I LOTwlDtre 960' 350' NIA I ~ I I it ~ I 11111 I LOTOEPTH 580' S80~ NIA ~.I ~J ~ ING AND I RETAIN ..WALLS fi ~ ~ I , ' FOUNDATIONS BY OTH ( c I I , . I ~ _ ' . TR CK ~ I I I I ~ I DENSITY1nA5EDONNETACRES). NIA NIA NIA ~ m ~ I W I I I II ~ BUIIDINGCOVERAGE(aOFTAND'KOFGaossSREr 3K•1,T°6 fi2K-35% fi0%Max. ~ ~ ~ EXISTI G CONC. BLK. BL:DG• i • 8s. _ APPR I X, 440 SQ,FT, ~ C I EXISTING. META BLDG.: , ~ , °D 1 I , , ia~~.i I,` , , , APPROX.2100 .FT. i , I ~ I ~ ~ I I I ~ I GR063 FLOOA MFAAND F.AR: 3Kd.T% i2.aK-02%p 66p6 Max ` I I ~ ~ SETgACNS (ALSO INCLUDE DIMENSIONS ON SITE PUN 25.0 R. Q , , to , € , , , In ~ LII I: I WI DRAWING( ~ I I Z < I "~~.~1 ~ ~ <;~j ' 'SERVICE. ~ , : ~ O~J i C ~ ~ I (1 (ASPHALT) I ~ . raoNr: o zo' 21Y ~ o i ' , DRYi ~ , ~ ~ 84.11' , (I sloe o to~ tD' = S 94:58 ®~~.9~ o , - ARY `~I ' I I 50.D0' aEAa u o ro' ta' t SANIT ~ ; . ~ i CLEANOUT I ( I I I: BLTWEENSTRUCTURES. 0 tUA-- ...~'~_r.._ "i . ~j 61 1 I ~ WATEAFRDNT SIOE~ NIA NIA NIA ~ ' I I w , SP CES ~ 9 b ~ SPA S 9. A S 3 ACES 2 ~ 1 5P CE • ;inr 1 A A ES 9' to ~ '111 I I ~ aEAA _o 10'r.:.. 10' ~1 ~ ~ ~ / 25:0. , ~ ~ ~ 2"(DOUBLE CHECK o `VV NEICHr 0 35. B0, r 6 DOUBLE'CHEC 0 ~ ~ - 0-~ _ - VALVE': ASSEMBt<Y, 9.87 , SANITARY 5 ' + ' + ~ ' r" VAL E ANDMETER o I WITH BONUSPR041SION$1tFaPPLICABIEI NIA -NJA-- NIA 8.00 Q N ~ ; ~ ~ 10.2L ~ ~ ci.EANOUh~? , . 1 , i 9A WITH LEAK ,DETECTOR . ~ 6" PVC SANITARY . ~ _ ~ ` ~ s - p' ; - SANITARY EANOUT PnvEOvENICUI,ARAauslsaFT.AND%oFSITEI. 0 52.TKJ0°/, NIA ' . o ~ _ , ~ _ ; , (INSTALLATION BY CI .FI E H- RAN o'1` SERVICE 4ATERAL • n ,,R ~ ~;-i'OF CLEARWATER. FEE ` 11.85 EIRE.HYDRAN I T~.,_ i 12" k 2" TAPPII G~ IRE HYDRAN I 'ICI I I SADDEL AND VA1.V~ oPENSPACE - C ASSEMBLY .I~ r, ` I ~ r , N~TAL,~LDG: . , ° %;c~i' PAID :BY.;bEVELOPE ~ r, , „ - , 1 FIRS SIAMESE ' A55EMBLY r ) ~.~a, 0 R. 6 .C900 DR18 A55EMBLY I 8" x111112' TAPPING TOTAL FOR THELOT(SO.FTAND130F51TE) 171,5K-58.S% aosKSa°s Ts% • l . ; , ,,i~~ ;i>. ,~~i ; TAN PIP -i FIR ~LIN l~ I~ r . I • , I FOR THE FRONT YARD ISO: FT AND t6 OF 40 I SADD E ND VALVE a5oulaeoFRONTVAROI: NIA 2t.fixat% 2s% ~ ~ S~'A ; as 7. AC 5 0 ~ sP cES , - r' I ~ ~i* ~,,~~.i as I~ "P NITA~ 0 S 7. AC 5 0 9' ~ I (INST L TION BY " P -'`S NITA Y;' ,D SAN) ARY m CITY CLEARWATER. cLEAasPACenvaTERCaoNTPaaveRrvJ NrA ' NIA wA ~ ~ oc:L- - - - - - - ERVI E TER I ERVI E~ TER L!~ CLEANOU~T, ~ FEE BY DEVELOPER) FxTEaIOR PeRwETEa euFFERS tun Nice wA p W , y ~ ' ) 30 0' a O,tS'K ON; SITE IL1M PARKING LOTINTERIOR tANDSWPING ISO, FT. AN01t ~.z ~ ' SET NdcD ~ • ,,.-.,.,u ~ , ..,,,r. ; idir::M11i'i'"F11i ~ ~ I OP PAVED VEHICULAR AREAS, ALSO, pEPICT ON SITE 0 3.2K~%. 7.2K~% 4 ~ I ¦ SANITARY SEWER MANHOLE P UN DRAWING BY SIIADINGICR036 HATCHING) "d. ~ N. PoM f]1•Y.= 8Z5i PaRKIN4 0 123 ~ ~ r;, , ~.1:0 ;:PRQP LINE. I `I M 1.0, <PCt •r.. I I ~ • : ~ ~ N89-5158 ~ ~ ~ 5 : CQ CRETE ~$JD~?A1.K , FI3~ i ~ . ~ . ~ , - 1, ~ P " _ u ° Yl INB EL= 65.75 (5' VCP) (GNE APPtICABLE FORMUU) W N S.E INV. [L= 58.81 (B' LTA) ®J ~ M 69 ` 68 ' . .HANDICAP ACCESSABLE N 68 ' ' " .i)$ ~ ` NOTE ANY OTHER REQUIREMENTgPPLICABLETOTHEPARTICVURSITEMUSTALSOBEfNCt110ED. 67~~¦ SIDEWALK PER. F.D.O,L 6767 + + ' 67 -67 I ON SITE TBM PARKING CALCULATION ' ~ Z N a~ $ 5.0 R. 35.0 R!~ • INDEX ~ 304 ~s_._ .68. ~sr ~ ~ s ~ - = 6 : ~ ~ ...'ti . ® Hsu r ~ AS TRAN ISSIDN LINE~+ „a ~,..,r.,~,. ~ ~..I~ ~`6~ SANITARY. SEWER MM HOLE OFFICE AREA 4,5 SPACES PER 1000 S0. FT,, C ~ ® a~. T I ~•S K flIN EIFd~ s7.n ~ FURTURE SIDEWALK NOTE: TOTAL FLOOR AREA = 19875 50. FT. ' . 8x6 TEE ` p.; 8 x6 TEE 6 HEADWALL ~ _GATE~I9LVE - . - - - - - - - - - - - - --1= i ~~'7 BOTION EL= W.47 I ' 5' SIDEWALK TO BE .CONSTRUCTED X1000 _ ~ ~ WATER LIE • mr= ~a~ AND PLUG HANDICAP ACCESSABLE TIE NEW 8" LATEPo 3 .Rr NO. 2~ 5 EDGE OF ROAD (ASPHALT) " ~ ' ~ NulNal:) ~ ALONG BELCHER ROAD' ADJACENT. C ® NEW 8 LATERAL TO 2 CURB & t~1TTER ~ FACTOR X4.5 m ~ ~ REE G 450LF+- ...::PALM TTO ST SAN E / ISTIN 8 1 8 x 6 TEE., SIDEWALK PER f.D.O.T. ~ EX G R - - - - - - - - - - - INDEX ~ 304 _ IS11NG 8r SANITARY STUB-OUT TO SITE AT A' FUTURE GATE. J ®Z-z I - DEVELOPER TO MAKE PAYMENT IN REQUIRED SPACES` = 89 ' _ ~ S DNDY, OF THE E` 1 4 OF 1HE S,E. E ~ ' , f/4 OF THE N,E. i 4 OFSEC.12 I fND BRASS uew of coNSrRUCrING THE SIDE- .WAREHOUSE: AREA 1 SPACE PER 1500 SQ, FT. ?~Q? W ~ STAKED SILT FEP • FIANI SILT FENCE ~I DISK P.C.ED. S,E. CORNER OF WALK AT THI$ TIME. PAYMENT Q~?? J M THEE 1/4 OF TO MADE TO CITY OF TOTAL FLOOR AREA = 51200 5Q. FT. ~ pL N~ • ~ DRAINAGE-:BASIN.. Addltlonal Notes: =_sIDE CLEARWATER. FACTOR /1500 BASIN HANDICAP ACCESSABLE THE S.E. i/4 OF REQUIRED SPACES = 34 ~~?~~~Itt"~ ` .SIDEWALK PER F.D.O.T. THE N.E, i/4 OF _ t~, . . INDE ~ ; C? INDEX ~ 304 SEC, 12-29-15 `l ~ tl ?a,'° ~s r~,~a ~r r m 4 NOTIFY. FLORIDA GAS` TRANSMISSION CO. 1. Provide 3 Min. cover over all .utilities at ditch crossing. RICK JOHNSON ®.727-762-4403 PRIOR a%t ~ t. GRAPHIC SCALE ' OF CONSTRUCTION TO COMMENCEMENT 2. Do not disturb existm underdrains or storm.. sewer.-If an aD o 15 ao : eo fi 120 I T'~ 4? ~ 9 Y f ~ a filtration bed is disturbed, calf Pinellas Count HI hwa ~ _ Y 9 Y v n COPYRIGHT 1998 _ _~ennrtment nt 464-"890Q , f ,a Tld ~~~m , E ; V ~ , ALL RIGHTS RESERVED °s Landon, Moree & Associates, Inc. I inch =L30 / f w , • Anyone copying this document in any manner ° ~eferhtoe~ra~m+~` ¢ without the expressed consent of IANDON, H MOREE & ASSOCIATES, INC. shall be prosecuted Ll- to the full extent of the law. / .-Do Nor copy oR RPPROww- L TE A TOF~~. FINA 0 N O Py ~ 7~~ ~ ` cchaG~ Y ~ ~IDA , , Sec t on 12 ~To wn sih ~ a , , s P. ~ , 29 South, Rain e ~ 5 Eas ~ , ~ .t ~ ~ , , g I / f`~" _ ' L AT~ Lora rroN wp Pin ell as Count , FI orid a . k °s ~ ~ : , . r y Cettif'te~ bs a tn,e ~1~ cop~.,'Rn June 2S, ' ~ 9 I M i ' ~ ~t ~ e'~ivo""~fb0 ' ~Fz;r'd° na _ : ~ 1998 the DeVelu _ ~e ~ ~ ~ Cotdin ~ , ''"t G"~ p Euroie `A ~ ~ ~.1n~y~''E.~~+91t4~a~n~dr e ~IJLFb' R r x. , ( Da- 1. All elevations refer to National Geodetic Vertica Datum. - 15. All areas of exposed earth resulting from construction > ~ siiNr ,o e 29. All ba kfill over any. pipe (storm sewer, water hoe, sanctary 36. Signs and barricades to be according to F,D.O,T. manual of safe ° auc K ua aa" _ I ~ , t activities shdll be sodded as directed by the engineer., sewer that is to be mstalled under roadways or within the practices; reference F.D.O.T. indexes 600.thru 650 and 17349 er ~'~O9 2. The location of existing utilities are `approximate as shown ; Seeding and mulching .shall be applied only: where specifically' enbankment, etc. of the roadwa is to be compacted er ' P sem" 'Ak~`6+ ~ s A ~ e a ~ - aSC--. I WQIIC9 ~tlllj,.j~) ~i1eVQ1~E',~ y. roadwa .and traffic design standards latest edition or' ,c. Indexes ,N~ ~ a and it is the contractors res onsibilit to"determine the Y P ~sT W , P , Y called for in the plans and. specifications, or where Dept. of Transportation pecifications; Section 12 -8, 991. SUNS „ exack location of the utilities prior. to construction m .their Edition (or latest edition and/or AASHTO - 99 100%), 100; thru 116. • N" "D ~ H x ~ Y. tS , i Code U f hY I' acct 'pD a ~ Fl ;7san'tsf~" 2t !1>?18 ¦ i dej._~`~f J " o ~ r , specifically directed by the engineer. 4 vicinity: , „ ie s ~ ~~tUNSET uxs~Z , 16, Cit Of Clearwater Utilities Services Branch shall not own or 0 r v n fu i i f vi i A ,maintenance of traffic plan must be submitted to and a roved a„4 ~ ; caa+sr,w--~ GVE GE Y 3 . To, p e ent a yy g t ve dust rain lea ng the s te, water trucks PP ~ ,.I~gD3.~„~„~ , __,;_W9D. IPE-W9D 0 0 ~ ~ ~.1~ 61K~pYlGCENiER i ~ I` 9t CJ 3. The contractor shall notify the utility companies m the area maintain water and or sewer lines ,or fdcilitiee on-s(te, will sera water on all unpaved temporo roadwa surfaces by #he'Pinellas county traffic engineering prior to'ahe commencement 48 hours before be imm~ construction: / y. ry y s , , 3! ~ I suyriyonig v@4.~q. 9 _ 9 necessary to control dust, Areas not subject to truck traffic, of construction whenever one or more of the following conditions ~ ~ ruesTATroxxa+e°W aCl CAI ~39W+ 1_ FlResrarravx0.+e•W eL tg~, c.Y~y'~I TY r r{~RSIS y . r CAL M, T ' uas ,'Z ' 4. All underground utilities must be installed. before base & 17: Connections Into existing City Of Clerwaterowned system shall be via such as roadway shoulders, shall be covered with hay, filter are met:. ` !S~ ~ Q - , i s~r as fobnc or ermanent ve station such as sod or seed and 3 , 'UPS i TTi .S`2 < m ( ~l.Bfi. .t / , J.IaAEI.r uP Ana CAS 9o~i7~N ~ k surface course dre constructed. - wet tap. ' Wet tap shall be performed by the City 0f Clearwater P 9 ( ~ ~ mm , a, w uAS ¦ mulch to reduce dust; - a) Street ie closed: to thru-traffic for periods exceed(ng c~sAnw„Eae FOa w ' Utilities Services Branch, Material .for the wet to s shall P Z ; . ~ +xousmu~w,aEniaaso F; • ¢ w Lµ9 ¦ w ' 1J .aN IAwirERe' FoR.w „GDI)[;BNNNAIGGP°~ u ~ _ Kwmu~wlREraaaE° F ~ ~ ~ ~ ~ A 5 Required tree barricades must remain intact throughout 15 minutes. ~ ~ ,,,~..~~pTiIEAS ~ , be provided and installed by the City Of Clearwater, ,T ~ t~oogNSts construction, Encroachment into or #oilure to mmntmn tree 31. Locator. wire to' be installed above waterline per Pmellds County b) ' One ph ical lane supports twd-wo 'traffic movement W-;_--- ~ : ; `~I ? - , twat ~ priIENS ~ idN w :..,•lAllf NVABPiER -~j Lor~iNST- ~ ~ . `s 3 w ~ Coordinator Cetdtal Permiti , Tap fee to be paid by Developer...:. YS Y ~ x, . z j ~ aac~t .barricades will result m :.enforcement action which. may .include requirements, ¢,a, ~ ~ ~ ~P citations and/or permit revocation. 18, ; `Ali clear zones to confdrm with FDOT lridex_700. c) Trafflo- lane(s) Normally designated to handle movement In • sNSdwooo.~T,a ~ " ~J i e z ~ _ aB ~ttment '.-;5~, ri v~`~'~.~ ~ ~.4V R ' C()aCHMRN~ Certtr' tceU is snbjed to the following: 32. Flre Department Connectors (FDC's) to be installed in- „ one direction are being rechannelled to accommodate an W Gp; ~ arNrm - 1i t~ _ STA 19, Silt fence to be installed along entire accordance .with NFPA 13: "t }~Y &forc the cen~...'IssUe bull ' tmlts the I 6. All" practicable and necessary effort shall be taken Burin opposing movement. _ a property line. ~ i' . construction to control and, prevent erosion dnd transport • • ~ ~ a ~ , N~ srA ~Ew : AAO CREEK 3 ~ • • A CflFA1A1 ; ~ ~a a o° p a Q q4u r0q ~~aarEx :':Px Moaean a cant m can ate the foil actions: of sediment to surface drains and to lakes and also to f' i rdanc i 33, Piping to be mstalled m accordance with NFPA 24, 37, The required roadwayshoulder:IS t0 with a maximum slope;of 3/4 ~ ~ ~ ~ ~ ~ . Q 20, Maintenance of trafi to be n acco a wth er linedr foot: Thee: re ulred roadwa clearzone is 10' no ermanen .WST~~v^"" conform with permit conditions, F.D.O.T. index #600-660. : P q Y P t , ; ~,;aannND n~apA,., t ~ I ¦ •Wa ~~A~apA PAnrr , ,q~ qQ _z~ it 1) l)bteia clearing, end gnrbbiag amd Irce removal a, 34. -Ali monument walls and signsga shall be-of stick-matching obstacles are dilowed' from any edge within this nred ' ~ + , 7 All i n s r lus r inus a d are mea ur to building and trimmed with EIFS cornices. and base:. Size ","Par.-~ o ~ , pe le th a e p o m n s ed p shall be a rox. 5 -D hi h max X 10 -0 .Ion max , P `P Ys Y PP 9 ' r _.-*,y~ s'"~, ` ~ permi (a no tree verification form) from , ~ , 0' a,~ ab .9!rY1,um ~JD P.K, Fngi rlgServuee; 21, All sidewalks to beta mimmum 3000 si concrete and 4 ~ " ~ " 38, Rom for the h Icall handica ed accord(n to F,DA.T, Index No, x' ~ Aa~~ cen er of s ruc#ures, thick exce t at drivewa crossin s where the shall be 6" , PP , 9 ( ) . 9 ( ) ~ , m " P „ „ Y y Building ..identification .signs: shall be as above, with a 304 to be placed at aN intersections and driveways. as directed in , ~"i ~wATSa , ; _ ,ryorsicear cr, ' ~i ROMAN ~ ~ 2) Proved a of the sWFMWI) pewit sad ~ ~ ; API ~ enii Ea_ Cs cNBIN . ~ ~ &'DISK °WY ,NOrsicrRr cr ~I to mow ~ cARPExrER ~ drains GlculaUom (0 ~ tLUt ~ N,E. CORNER OF ( - Eagimanag Servrcea, 8. Sewer Imes placed with less Phan 18 mimmum vertical reinforced w/.6x6 xNo. 10 w.w~.. „ „ the field b the en loser. i avix > ~ ' ar i cros i via r li a or TORM NES II max size of 4 0 high (max) X 8, 0 long (max), Y 9 W ° ~n ;P; see at on s ng • to n s S U sha Mear~,avr ' ~ ~ , ~ a'~ ne.lof10a~PRU ~ Provid~threecopies of a landscape plea fa I , ~ ~I ~ ~ PRwES FA~R1V06O1 THE E,1 /2 OF have 20 LF df ductile iron sancta sewer centered on the 22. All nght-of-way installations will comply with she State of ~nisaoirc Dfl ,QAa~ ry 39, The construction of avement within existin or ro osed Pinellas ~ Florida Utilities Accommodations Guide, P 9 P, P sirs" sr , . confkct, 35,' All underground utilities must be installed before boss & surface Count Right-of-Way must meet the followm criteria: " ' C- r review by Environmemal Managememt amd above i _ - ~ ~ FA~Awawi THE S.E. 1/4 OF ala+ fa irri uon, trce roteet' Itee 23. All proposed onsite work. must comply with City Of Clearwater: course ore constructed. y „ 9 '°0D° Ww°udKiNLEV,b~ 590 ' As haltfc Concrete. PC 1 3 ; B9~g.. 8 . FDOT certified .cam acted to 98% ; ,s~ _ ~ . r ~ 9. Conflicts between water, storm and underdrain systems to Subdivision-Regulations and Minimum Testing Frequency ax. i ) - ~ 3I" ' ~ ~ .3~ Em10AENAl~N o $ P~ yq ga~ P ~ 59p , - )ARwArER BROOKN,~RpK~ .THE N,E. 1/4 OF removAl periuteter latdscapiog and it>terior m dens ty as determine by AASHTO T 180, Subbase, 12 to LBR 40,` < ~-t-. sa be resolved by adjusting water lines os necessary. Requirements, „ „ 3 paEw ~ ' ;fig nos 40. Place expansion joints where 4 and 6 concrete abut. 590 , Z n ' ~ ¢ ca~ OANWIKDS SEC. 12-29-15 'pa . ' lot latwiscaPing;; 1)RE t ` ST oEN!ega; ' 4) Obtain sad famish evidence of dl applicable I 10, Ali existing information as rovided b to o ra hic surve w': r ~ ~ > , ~ i P Y P 9 P Y 24. NI proposed offsite work must comply :with Pinellas :County 41. Saw cu existin a e-of- - ~ `i ~ " " prepared 6y GEORGE SHIMP, PLS , t g dg pavement prior to pavement tie in. ' a A E peal ae may be required by other governmem4l I x r lases ~ i i 'c Er ' s I r oREw ageaciels, imcludimg a Rmellaa Hea11h Umit Permit; I Subdivision Regulations and Minimum Testing Frequency. 11. The contractor shall'use extreme caution when connecting Requirements SU Obtain Pit>eltas Coumy right-of--way permit far worti be donned wiUtin the Belcher Road ( ,f ( ~ II I rig~.~We~ I proposed sanitary sewer and water mains to existing mains D I I 1~,2 ^ ~ Pay the Recreation Open Space Land I or structures: An damn es caused shall be the Contractors RA NAGS BASIN Y 9 responsibility, (See note 17 also) 25, Signs and barricades to be according to; F.D.O.T. Manual of ..Safe Practices; reference F,D,O.T: indexes 600 thru 650 and STAKED $ILT FENCE I I I I ~ I I , a~RecreetFat Officeassistattce from Ure Pads j ( I o Before that City can Ensue m Certificate of 12. Plans are not valid for construction unless signed and sealed 17349 per Roadway dnd Traffic Desi n Standards latest . b a Professional En loser Re istered in Florida, edition or D.C: indexes 100 thru 11 „ , Y 9 9 S89'5158 E ' ~OO,OO M _ I I I ( II ~ Oceupency,l the aDOlEcant mutt complete the I I " z_ fdlowin¢ actions: ~ W~ - Uf - O Z f/l 26. Disturbed area within the right-of-way will be compacted - ~ - - 13, An discre ancies between the en ineerln tans arc itectural' ~ . e . I I I (oo I 7) Pay the TranspoAation Impact Fce as called. ' Y P 9 9 P ~ ,h to 100% of maximum density and sodded" .plans, or City Of Clearwater or Pinellas. County Mumc'ipal Codes - - - - - - - - - - - - _ - - - - _ _ - _ - - _ SIR ~ z LC for byI the PineBes Camty Trmtgpmtation 0 p0 ^ ` ( I ~ w M ~ Lnpa Fee Ord'ulance with assi~artce in O ~.-'-_..-~.-65_ shall be brought to the engineers attention prior to construction, 27: All drainage structures must be :constructed .per Florida - - - - - Department of Transportation Road Design Standards All I - - - _ _ _ - 64 - - - - - ? ` ( I ~ o I ~ ~ f determining th fee from the Clearwater ~ ~ f~, ( ( o ~ Trafr Engineering Office, and ~ O \ drainage' structures must. have a mimmum inside .urea of - - ` ~ - 63, 14. The Contractor shall remove all abandoned utility lines, pipes, 10 s uare feet.' 1 _ ~ m ~ 8) All ircd laidscaputg shall be hntaAed amd ^ ^ ~ p structures and other sub-terranean ob ects to o minimum q I 62 I depth. of four (4 feet below rode, or as otherwise directed 28, All manhole dnd inlet access covers and frames must be ~ 61 I I ~ ~ I the a rata l: Staff• ~ o E 1 I ~ ~r PProP ~ , • ) 9 constNCted er "Su lementa .Details for Manhole and Inlets" - ' I 60. r by the engineer, ~ PP ~ o I is 60 Index No. 2 1 of,the Florida a t, of Transporation Road o I I, I i A cant ust tom ate fhe foB as - 'Cared: 0 O 1z.1 U I I 9) Obtain the requisite building perntiLa within one ' U o , 58 Design.. Standards, Jan.: 1984 Edi ion (or latest edition), °o I ' 56 ( I I I ear the situ: plan certirication date to ~ (n O ~ ? U Y 54 ~ I prove expiration of the sde ptao certification; ~ I I I I I 10) Obtam Uic tegtiisitc certificate(s) of occupancy J ~ N ~ f>, NOTE. , 1 11 STORMWATER MANAGEMENT FACILTIY TO BE OWNED OPERATED... o I ' • ; (ASPHALT] within (3) years of the site plan ~ ~ n. 3 `1 I i i I I I I certif lion date to preverg expiration of the E; aD ~ ~Hl l~) ( AND MAINTAINED IN PERPETUITY 6Y HERCULES HYDRAULICS, -INC. I ..r , ~ ,e..~~_ _ . PROPOSED WET RETEN110N .T RETEN110N ' I ~ I site pl certirication; and , 3 i . i I I Obtain review and permits for signs and ~ 3 fens' walls ( I ~ I I I ~ 11) t~ P ;through sepanx aview artd , ~ , , N \ $I i I TWO STORY I rocedures. i to ~ ~ ~ NI I ~ .N o ~ o a I I ql , , OFFIC .AREA- ~ I .EDGE OF EXISi, ASPHALT °z r` I i I ~ i -21600 S . FT. ~ Q I~ ~ III I I ~ I I I LG V~>L ®6t~M/Ti!" I® ~ a V E .c , I•, , METAL SHED _ _ _ ~ l t ti G ~ ~ ~ I~ " - A PORTION OF THE EAST 1/2 OF TiiE SOUTii ST 1/4 OF THE ~ I I ~ NORTHEAST 1 4 OF SECTION 1~ TOWNSHIP 29 SOUTH RANGE 15 I i ~ E~ S89'S1'S8"E i ~ . - ~ II i II I I EASL PIN S COUNTY- FLORI A, LESS THE SOUTH'~0.00 FEET asl'~ 280,00 M _ ®!ti ° ° ~f3n ~e.w a.tx swww,s~e, sv ~ ~Tm .d"Ja.r~®~ ®~s: „rva ras .e~enn „ rrnv ra ~ ( ~ _ _ ` Ili I ~ I ' I I THEREOF, B~ING ? ` I I I I ~ I MORE PARTICULARLY DESCRIBED AS F~.LOws: ( ~ ( Q I , THE EAST 50 00'FEET D THE NORTH 30.00 ET ~ ' I I ~ ~I Q I COMMENCING ~~T THE NORTHEAST CORN OF E EAST ~/2 OF THE ~ 1 • t ~ I I I t ~ I ~ I I I I o I ~ SA0 4TM8~2~ 1AL0 ~ 1TMHE CEN' R NE OF BELCHE~RD OAD ~1338;84FIENCE FEET TO THE SOUTHEAST CON ( R ER OF,THE EAST 1~2 OFa THE SOUTHEAST " I I ~ t ~ ,Ixi 151,48 . , I I ~ I r M ~ 1 ~4 OF E NORTHEAST 1 4 OF SAID SECTION 12; THENCE U ~ i - . I I^== A,,_.- II II I I o ~ N51'34'28~W 6455 FEET T~,THE.INTERSECTION OF THE WEST RIGHT- N I ( I ~ ~ I I OF-WAY OF BELCHER ROAD AND THE NORTH IGHT-OF-WAY. OF PALMETTO I I ~ ; ~ ` , I ~ _ m . ` I ( I ( ~ J STREET SAID IN SE~ON.BEING THE,POINT OF BEGINNYI ~b I ~ ~'I II ~ V THENCE' N89'51'58~W ONG` SAID NORTH RI(~IT-Of-WA NG 0.00 i 4 i i ~ r I ~ II II g I I f' m I 2 0Tb0 ~Ef~1NHENCE NOt?oeROi~W~.oo 1HgVCEBY°E z ) I ~ U 589'5158 E 300.00 FEET TO THE WEST RIGHT OF-WADY OF BELCHER ~ Q rn ~ i 1 i.i4 _ - U ^°"~OAD;°-TH~!(~ 500°48'27"E ALONG°SAID WEST RIGHT. OF~WAY"3500 I 1 ~ I (I w FEET TO :THE POINT OF BEGINNING. - i ® ~ ~ I ~ J ~ I~ b , ~ - I ( I I N CONTNNING 17481&71 SO, FL OR 4.0147 ACRES MORE OR LESS, i ~;I~ ~ ~ 11 € I I ' ~ I C , I' I~ I I;I I N 0_ I _ ~ I ! 1.35. ` ' ® I i I , ' I~ ~ I I I _ III ~ U W N9 E i i i m. I > I M ; _ I MANUFACTURING AND r + I l I it ~ i i I III ~ ~ a I ~ V - ~ y- ~ NOTE: ~ I WAREHOUSE I i ~ I I I ; ~ II I I i I SITE DATA ~ ; ~ 3 ~ ~ o Z ~ , DUMPSTERS TO BE SCREENED I ~ AREA 51 200 SQ.FT. o I I I I III ~ I-~ FROM VIEW WITH GATEDIENCLOSURE ' ~ ' ~ I . m I ; , o ~ (SE&~ARGHITECTUP,AL PL-TINS-FOR DEiR!L) ~ ~ _ _ . , _ ~ _ _ _ ~ 1._,_ _ I I i I I I I I SEE SrE DATA ON SRE PUN SH I! ~ J N ~ ~ , _ .._.~_~~,y_._-~ 25.0'R. PROPOSED F.. ELEV.=70.00 I I I ( I I III SRE PLAN RENEW I I I ~ ( I I III PLFA5E USE THE FOLLOWING FORMAT FOR SITE DATA CALCULATIONS A ONE LOCATION~ON THE SITE P(AN. ~ ( ~ Q ~ X i ~ i, i ~ I $ ~ I • W Q U~ I I. ~ W (T ~ I, ~ I I I EK5IIH4 REQUIRED LU o ~ I ( I (i~ ~ I t~sl~l ~ ® , I I I ZONiNG01STRICT. IC f I I I I~ I I L tuA U in Q (EXIST, ASPHALT). ° < ~ is ~ I L _ ~'~"~.I° i ' ~ i ~ ~ ~ , I ~ ~ ~ ~ i 21.35 9A .0 .0 ~ ~ ~ ~ ~ , ( I I L I I USE Utility Faclllty Wholesale/OfflDe ,~,Pertnlttad Use ~ Z ~ a " ~ NOTE:. 1~:~' - ; I i { I I I ~ I~ LOT AREA (S0, FT ANa ACRES I I II la GROSS AREA(INITRINPROPEATYIINES)' 175K~4.M5AG 5ama,2pK WW ~ c TRUCK WELL: STRUCTURAL a~ ~ r , i c? ~ ' I RETAINING:.WALLS-AND f ......__.a,_-~___.._._.._,..m..._._,.:_: I I I I ~ i~ ` I I torwmTrr 360' 350' ( ( _NIA~ ~ ~ ®L LL I I (I I ~ I~ II Lo70EPTH 680' 580' ( ( r NIA J W ~ ~ Q , I ,at, I ~l ~ , L_ U ON OT ~ u~ . FO NDATI S BY .HERS ~ < I I I , ~ ~ ` • TRUCK WELL EXISTING CONC.:. BLK. BLDG. i , i q; I I ~ I DENSITY(6ASEDONNETACRE31. NIA NIA' NIA ~ m r APPR X, 440 SQ.FT, ~ I - I , I I I: ( II BUILDINGCOVERAGE(Sa FT.AND%OFfRObSSITEI 3K-0.7°h 82KJ5R 'fiOXMax,- 4 , EXISTING META ,BLDG, i8.91 L~ , 25.0 R. I . r ` { ~ ` V g (~I~IJI GROas FtoOA AREA AND F.AR,: 3K~T,7h 725 f'~~ . I I (I I ~ f(~42°A, ( 66°6 Max ` / a (I ( I I II SETBACKS (Also INCLUDE DIMENSIONS aN SITE PLAN 1 r ° ,r, ~ f~ ~ ~ APPROX, 2100 SOFT. ~ i ~ ` I ~ DRAWING) T L.6. ~ , . o ; t r -2 ;~VAT~R SERVICE,. I; ; ORh ` i i I FROhT I ~ ~ ~ / ~ I I (ASPHALT) ~ o~ 20'' I i so' ~.I.,I Z . b ~ 84,56, ®c1s~ ' _~r., 84.11, a SIDE' = f "..e;" SANITARY ~ I I 50.DD' REAR a - to' "tom- T , ~.m,. _ , , y, Ig ~ ,'ro c~t~' S NITA Y ~ `CLEANOUT' r'' SP CES ~'9 . • C EAN UT: BkTWEEN STRUCTURES.. I I 0 NfA~ `~2A'_~ • o , ~ o SPA ES 9 A S ~ 3 ACES 2 1 ~SP CE ,0 ~ , , . 250'R, i PA S 9i' L5. I I m WATERFRONT SIDE' N!A NIA NfA I I~ I I ~ , ` ~ ~ ~ I I I I 2" DOUBLE CHECK ^o i aEAA o - .~.tn'...._- ~m ® r C ~ ' ~ 6 DDUBI_E CHE " , 9,0 . , 0-=--- VALVE ASSEMBLY;: 9.6T SANITARY ' `N 10.2E F i VAL`VE' AND METER c ~ NErGNT 0 3s'41. 50' II $ 530'' 0' ~ 8.00'..,:. SAS ~ _ 9 _ WITH LEAK DETECTOR CLEANDU ~ N ~ , , ' __~~a - 6 PVC:.SANITARY : ' - - - EANOUT ~ n n I WlttiBONU5PR0VI510N311FAPPLICABLEI' 'NIA -...Ip- NIA SANITARY I ti ~I - i PAVEDVEHtCULAR AREAS ISO, FT. AHO %OF SITE)' - 0 52.7 ~I r~ ' ~ : o i i, (INSTALLATIDN BY CI h n SERVICE LATERAL ~ FIRE HYDRAN i, ~I IMi .Y . ~ ~L,OF'CLEARWATER.'FEE 11.85.." ~ ASSEMBLY: ~ : ? FIRE'. HYDRAN - Kao°i. arA I T~^ 12 x 2 TAPPI G HYDRAN ' I III I I SADDEL:AND' Vq~V~' oaaasPACE r ° i I ,v o , „ ~ 1J~TAL OLO~• , m'; PAID BY bEVELD~E , _ ~ • FIRE 51AM SE ' ~ I ~ io i 6 :C900 DR18 E ~ ;ASSEMBLY" 0. R. +S$EMBLY I 8 x 12 _TAPPING j roraLFOnTrIELOT(sa Fr.aropwoFSlrE tTt9KS&3l° I ao,5ic~i3,6 16~ ~ I ; . ~ l',, , I ~ +~I TAN 'PIP FIR LIN , . ~ i, -I I 14 SPA S 9' - . , , I ( SADD E ND VALVE I FoATaEPRONTYAROtsa Al ANowoF I~ fA" , ; ~ i 11 . 7, 8 AC S,® I 1 ~ ~ 1 ?5P ~ - - P NITA Y 7 AC S,® 8' aoSANITARY I ~ (INST~LL~TION BY REOUIREOFRONrvAROr NIA 2te -rt°~ s5°k ~ ~ P '9 NITA Y f0 ~ CITY ff~ CLEARWATER. ciEARSPACttIwATERFRaNTPROPEervl Nla ' ' NiA NIA ~ ,h.-. ~ -„d, „ter ERVI E TER L'- .-...m,d„ .,m.~ RVI E TER L' CLEANOUT 11 \ FEE BY DEVELOPER ; W a...,, p„„m..,,,,m„~ g QJ' ` I~ 7~ ~ I E%TERIORPERIMETERBUFFERS. - WA N!A NfA ®W ,DO SET NkD ' 30 0., o 1. ~ ~ 0.18'h U ~N SIIC ~M I PARKINGLOTINTERK)RIANDSGAPiNG(SOFi Nip% I ~ ~ Zy „ " , , ~ ~1r ~ ~ I .SANITARY SEWER MANHOLE ~ PAVED VEHICULAR AREAS; ALSO, DEPICT ON SITE I ~ aQ (3 ~ ~ ~ ' ~ PLNIDRAWINOBYSVfADINGICR096HATCHING). B 3.21(8% a.$K~8% : - }y ,1 N Ra111EV, 6181 III ~ ,1 _ N89.5 , 58 5 .,.,CONCRETE: SIpEWALK 1.0 FROM P:.fTOPERIY' UNE I I 1 _ ~ I I't ? 80:0 M _ r; 1 . . ~ SI81N 0 PROPS V ~ M PROP UNE ~ ~ vL NY D.= 56.79 (6~ 1CF) f PARKING (GNE MPLICAaIE FORMULA) 0 123 ' ~ W W O "'HANDICAP ACCESSABU: 68 68 SIDEWALK PER F.D.O,T. cn 67 SE INV, fL= 58.81(8' Kp) j ®J' ~ \ }I NOTE ANY OTHER REQUIREMENT APPUCASLE TO THE PARTICULAR SITE MUST LSp BEvv~ p. ` ~ =0 ~ 67-~.~= 67 67 INDEX ~ 304 ~ 5,0'R. 35,0'Rf B8 i7 I ~`6~ ON SITE T6M { PARKING CALCULATIO ~ z y,~~ ,.®...~.r r.„®m.®•® ASTRAN ISSIONUNE~„~®' ~ ~ ~ r ®I. \~~6A SANITARY SEWER MANHCLE ~ OFFICE'"AREA 4,5 S ACES PER 1000 SQ. FT. q W e a4. 6" HEADWALL - ~ - _8" :.GATE~IAI~(E - = - = - - - - - - - - ; . ~ _8 x6 TEE-.~ 8" C9_Q0- 8x6 TEE ~ - - -6" GAT, . - - 3 Tare Tai AND PLUG WATER LIN ° ~ I ~ Sf" N, PoN tlE1!=6171 ~TURE SIDEWALK NOTE' TOTAL FLOOR .AREA = 19Ei75 SQ. FT. a ~ - . ' - - - -C. ~~~1 80TfOtl E1.= SDA7 5' SIDEWALK.TO BE'CONSTRUCTED 1000 = N ~ ° „ PALM ETTO:.. STRE HANDICAP ACCESSABLE EDGE of Roan (nspHAlt~ TIE,: NEw 8 .::LATERAL E C.R, Na 2 5 1 _ 8 x 6 TEE SIDEWALK PER F.D.O.T. (450, L/F EXISTING B..SANRARI EW 8 LATERAL'TO `2 CURB & TIER ~ IBS NNIHIXE) ALONG BELCHER ROAD ADJACENT / <C _ _ _ _ _ - - - - - - - ~ INDEX 304 - - m S, BNDY OF THEE 1 4 OF THE S.E, ING 8r- SANRARY_STUB-OUT ~ r0 "SITE AT A FUTURE; DATE, FACTOR *4.5 ~ o~ z ~ ~ Z oQ1, 1.4 OF THE N.E.1 4 OF SEC, 12; ~ cA' DISK PC.E,D, S.E, CORNER OF wALKLaTCTlils nMEnPA>~eNTIDE_ REQUIRED SPACES - E~PER! 1500 SQ, FT, W'4 STAKED SILT .FEN( ~II.T FGIVCE I uew oPER ro MAKE PAYMF.Nr IN WTOTAL FLOORRAREA PA 1 OOiSq. FT. M ; h GIV C 1HE E. 1/4 OF TO MADE TO CITY OF ~ oq a ~ m ~ I' DRAINAGE BASIN NANDC~ ~ - Additional Notes. , ~ slDEwal HANDICAP ACCESSABLE ~ FACTOR 1500 ® ~ ~ ASIN 1HE S.E 1/4 OF CLEARWATER. `SIDEWALK PER F.D°O.T. 1HEN,E.1/4 OF REQUIRED SPACES 1i4 m + INDEX i Q ::INDEX ~ 304 SEC. 12-29-15 ; ( 'I " V Ma , f NOTIFY FLORIDA GAS TRANSMISSION CO. 1. Provide' 3 Min. cover, over all futilities at ditch crossing. III RICK JOHNSON ®727-762-4403 PRIOR `GRAPHIC SCALE., I , , 0 COM EN " T M CEMENT OF CONSTRUCTION ' 2. Do not disturb existih underdrains or storm sewer. If an 30 ~ 0 15 30 80 I I ' ~ X120 r j6~L1(IltUtl117T/ i 9 ~ Y filtration is _ r , • bed dlstu bed;. call; Pinellas County Highway H ' COPYRIGHT 1998 , 3 De artment t 4 it M ,,,A ATd, RIGHTS RESERVED p a ~4-8900. I U) Landon, Moree & Associates, Inc. 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