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06/11/1999
06/11/1999 2577 HARN RD AMERADA HESS STATION 1~- ~ - SURVEY LEGENl1 ' i r * ? i (R? R~-cORD t~ coV; cavERED (M! MEASURED CONC. C®NCRETE ( Ir (CI CALCULATED ° ~•~~^1Db", r, R/W RIGNT-OF-WAY ~ ^ ~ ~ ~ O P; C. POINT OF Cf/RVATURE e,~,, ~ ~ L . P. L f GHT POLE h~;"' ~ u',, U.P. UTILITY-POLE W. Mi. ~ WATER METER ; ~ ~ ~ , M.W. a MONITOR WELL ~ ~ a. - ~~d~~r~~Nr HARN $OULEVARD - INV. P/ PE 1 NVERT ~ ~ ' s R,/u~ ctNE of xARN ~orrLEUARn _ ~O R/W) EL. s EGE'VATLON ~oTH ave. ~ ~ ~ ~ ~ _ a DROP.. CURE, FDOT INDEX NO. 300 INTERNAL LANDSCAPING AREA5' ~a GAPING AREAS S.B. TRAFA`JC SIGNAL B01P , 5. P, TRAFF! C S'lGNAL SUPPORT POLE ~q, ~ ~ ~ ~ ~ L f G V. - GA5 VALVE M.E. S, CGNCRETE Ml TRED, fND SECT t ON ~ ~R ' ~ __mr_ O, R. = OFF/CiAI RECORD ° ~ ' NCN AfARK Nf~ 2 EJ 5' LANDSCAPC FIU"r'FER ° ON St7E' 6E a CONCRETE SlDEWALx . _ _ D. C, V, s tMATER SERVLCE DOUBLE CHECK VALVE ~ ~ ` ' - ~ tb O , C, O. SAN1 TARP SEWER-CLEAN OUT BREW ST, f ~ ~ ~ D 9 2 /RON'ROD , o "SILT FENCE ~ o TQP OF FOUN / ~ - ° p , ~ MATCH EXISTING ~R~ S.. 89913 E 2Q0 GTE QENERAL TELEPHONE UTIL?TY ~ ~ QO EL, = t&6~ t~ I ,fRIB 89~9:~3 E. 130.D0 M. S 89'3f°50"E 20000° _ _ . l J ~ FouND r M ~R ~ ° . _ f30. l ~ ~w,893011_ E' o _ w___. _ Pl~~ ~e-agar_~ LL _ 2" IR~N~ ~ C, S, ° STREET~CROSSINO WALK ACTIVATER GULF-T4-BAY 9LVA. C Y CAMI ~ I ~ N d~AC rt i~r1111` a48r_~ PDLYVINYL'CNLORtDE P/PE P. V.C. ~ ~ PI~~AY ~ ~ t~ a___:: .r.. ~ i o .e.o ~ R, G. P, x RE / NfORGED CONCRETE PI AE ~ ~ Q. ~ OD W. V. a WATER VALVE ~ ~ t® N EOt/ND f/`2 .,IRAN ROD (NO CA I~ R r3 , vL ~ ~ ~ n 4 ~ ~ ~ ~ 6LVD; l 22„" l'Al M ~ m cv ~ ~ ` . p EP N 4P~ 15 , ' FOUND,.. f/2 lRON .a ~ ~ - / ' ~ ~d TAMPA BAY .~1 r ~ ';l pCS NURSERY RD td8 ~ y i. A.~F' - l'AIlENiE`N7 29•" WNi1'E r~ .~02~o..r~I~ r p ~ FREESTANDING 5lGN SHALT. BE NO HIGHER BEI.LAIR RD. O1 I 1Q LANDSCAPE.. BUFFER:.. i ~€.I~l~ ~ i x.~~r ~ sus~alNC SETSACx uNE 33 42` CANOPY 67,-8" THAN 20' ANq SHALL HAVE A MRXIMUM _ i ~r 1 r , v,~.., ~ • h EXISTING EE ff. SIGN ARER OF 112 SQUARE FEET, INCLU,pIN~~a , L , THE GASOLINE PRICE DISPLAY, AS PER/ ~ ~ x, . : .e e . ~ TO 6E R MOVED `It , ~t~,~r`` CHAPTER 44 OF :THE LAND DEVELOPh~E T ~ ` ' ' 20 7 110 n 2 1 ~ ~ ~ x~, _N ...CODE AND BUILDING AND 'DEVELOPhAE1J'~ ~ ` ~ ~ a: J 1 .r , i ~ `REGULA110NS OF `THE CITY. OF CLEAR)~t~TER, I ~ , ~ ; I 'FLORIDA, i l~ 1.m._ ~q ' ~ - c _ , . t _ a p" I' ~ ~ L ,~tri° ~ ~ p 34- , 10 ~ ' 20 10' LANDSCAPE BUF~ER ~ ~ 1 TF ~ 9 1 12 12 ~ ~ ~ c , L 1 FC~ d. ~ ~J ~ ~ _ fI I1 ~ APPLICANT/gWNER/DEVELgPER ; ~ . _..._a:_ I ! AMERADA HESS CORPORATION c, 21J __...r._ I ~ ~ t HESS PLAZA ~ F I S' I WgOD9RIDGE, N,J. _ PH : (908) 750-6000 1- t!1 °a W ~ ~ ~ , ~ ~ ~ 71M O'CONNER ~ pp U ,m- - lr _,w _,~„,6 _ . U e,, ® i ` ~ , i I ~ ~ _ ; SEE FINAL' EJ ~ ~ ° ° . ~ F ~ ARCHITECTURAL PLANS 25 _.~m- _ ~ / ~ Q ' ~ ; ! ~ Q ~ ~ ~ ENGINEER : L{NCKS & ASSOCIATES, INC. r ~ ~ Q , Q ~C 4 ~ sa ~ 5023 W. LAUREL. ST. ~ , , FOR ®l1lLDING a TE ~ 1 ~ r__ _ aIMENSIONS N~ ~,RATCFf h , 0 0 SILT FENCE ~ ~ I ~ ~ I C' ~ TAMPA, FLORIDA 33607 U ~ ~ ~ PH :813-289-0039 ~ ~ k! ~t 12. 12 1 12 2 21 y . `NE CORNER J~1 ~~f ~ z ' BUIImt~iNG SETBACi4 LINE FJ 3 0AK w y, ~ ~ ~ (V ~ . ~ ! SURVEYOR t CARTWRCC~IT & CHITTUM, INC. I S , ! . E-- _ ; _e ~ ~,~il . (~i} ~ ~ ~R 9310 N. 16TH ST, e ~ ~ c, ~ EXISTING TREE.; U , s V ~ ; ~ 1' TAMPA, FLgRIDA 33612 ~ . ~ c~ ~ ~ ~ EJ TO 6E'REMOVE ~ ~ ~ ~ ~ p; z ' s ~ ` I I PH :813-931-7079. I ~o aim I „ ' I t u.i ~ I J g . ~ l~ ~R%W LINE a~ v.s MlC~INdAY is ~ i- _ • ~ k - ~ r, 4 - t, ~ '~,$Q, ~ (toA' a~ LINE oR rr~: t/~ ~ ~ ~ - ; J ' I ~ ~ F ems dR1~ ~xd *tj ~ , ~ ~ V.' ' e 5.A w ~a ~ a - d~ 1 of sE~ naN rQ-z~-ra) ~ ~ ; SG`AL~. ~ ~0 , 1, ~COOD I~/AlN DATA: ~ S+ C~ " d ~ - _ ~ DRIVF:~lAY (0 BE ~ ~ ~~ti rs ~ ~ ~°r ~ a BUIkt71NG C9VHANG 0: ~ ~ Q` t ,SILT FENCE--e., ~ I ~ ~ ~ ~ CI r'~,a CaNSTRUCTED IN ACCq(~f3ANCE ~ F"1~i HAP PANE 0 WaII M PROPERTY !5 LOCATf'1~: d 1 ~ F _ _ _ _ ~P = ~ f ~ IMTH FDgT INDEX X515 ~ /,2509& 00/T p I C~a ~ r, i ~t ~ .u. ~ AUGUST rS, 1~~~ ( ~ z ~ ~ ~ ~ a,..~. P frj ' i, ~ ~ ' ~ _ .~._.N.___ 10 ~ ~ 2 11 12 l L ~ ~`;~=;i~~ I FlA I~AP ~''GJf IPd tS~'f~,(„C1~PRfiP~°R~'Y !S LOCATED: r~ ~ - j ~ _ a - _~.~~~.~~~.rr~ ~4.~1~?1_p~7.~T .THE BUrI.DLNG k N~,~ ~ ~ ~ ; ~ a E ~ , r~ i ~ ~ .a._.. d 47 m R J i ~ e ~ d ~ a i(} o r.w..,__v.. _I _ _ ~P ~ 1 f B - rw c~'~ _ -i-C'a'm- I7 C~ A ; 2Q I , : ~ ~ , i ~ p! dd i R. ii ~ e 1` u 6.~,.w 1 ~,~f~,~ ~ , CfJNTRa. ,3L1a'f:N MA!?K . ?"IN~.LL/,.~ ~'(JUNTY BENCH MARK X07 ~°CAMPUS R RE,SET,~, 1;~~~ ~ ~ ~ ~ ~ ~tEVATION M rT669 FEET; N.C: fib. ~ ~ ~ _ _ „s ~ ~ t - ~ cad k ~ _ 6 DOUPk_G YELLO STRIPING acs ' ~ ,T, (N-SIFT 1~£'NG"H r~.~RI~S.~ r~ 1CF~ (J~' Nil/ AND TAB ATE Jf4 CUfti'P~Lt~ .~£'L`TIfPJ ~j, ~ ~ „a. ~ c-~ ~ cad I a ~ ; c- ~lJkLf.3iFIG ~CTUAGF, 24 ITE"STOP BAR l~ rsP-~,~~- r6; ELEVATION 19.`O4' & f~~~~ ~ LINE:- " ~ ~ - ~ ~ ~a T~ ~ Tc~ cf r/~" rRON Rr~~~fNa cAP~ AT rv E~ cclaN~N ~ - ~ aF F'l~RCEL B; ELEVATIoN = t~6~' d, Ca ~ o _ d ~ , f ~ ! ~ ~ ~ i fi ~~4~ ^r ~ ~ REQUIRED > r.___._, _ _ ,r. ~ ~ c h ~ , C~LN Ct7t~'Rd _ I `4 13° C7Af~~ - ,~8 CONCRETE MAT i~ m i , ~ ~ ~ ~ MIN OR fE~Ak~ „ ~ ` FXlS11tdG TfiEE 6" C1AK ~ 1 ~ E ~ rat 'o ~ EXIS i t'.G THE r ~ I { ~ ~ r ~ ZONING DISTRICT: DI,I , Td FtE~la~ ~ ~ ~ ~Ci PE RFP~CI~D 41t ~`i N G~ I _ _ ~ ~ a ~l > R; a~ 4.. - _.~.w._~ ~ ~ ~ usE: _ RES~~uRaNT ! GAS STP,T~Or1 ~ 4 J ` ~ CONY. STORE ~ ~ I~ 17 '10 ~ LaT AREA. 73,55 SF ~3,p~~ ~D,o~~o CF MIN. 2 . ~ 10' LANDSCAPf~ BUFFER S?LT FonNCE ~ r ~ ' ! i 1,D AC, ~ 9JD AC, O.r?6 AC. UQT INDEX ~973~5 _ _ _ " . m.. I ~ ~ na. `as ~l~ ` IY ~o~° FaUN~ ~/a• IRON ~ ~ LOT ~IDTN; 200` ! ~OU° ~ 910 MIN. I - ~oUNa rs~ l~oN l J e9 , ~ „ ~A F AL N, ~G`9~T ~a b~, 2aa.1,a RfI~J (CAP DAAlAGL°!~) ~ , l 1 _ o a ROa CIO GAP ~ J PI~IhI T ~F ~E°~'l~lNlIVG PAR~'~L , , ' _ _ , _ - ~ ; _ _ j ' LCiT DEPl9~, 330 33D' ~ 1GD' P~iIN. 1 , , i ~ I3UhlDINGC0~62AGL. N~ , ~ ~ ~ , _ ,I ~ , " BUDDING - SO, ~~T. , 92,97La ~F 3G~~i a , ~ ~ ~ ; ; ~ i _ r a % OF SITE , 1~a,5~ 4,9% 43% PAX. I , u ~ ~ i W I ; i Fa,G' 1~ARG`ELS A AI~fl 6 ~ ~t _ - _ *r ~ „ i 1 f OUND NAIL AND DI,SIC LB°.>~F - - I a GROSS FLtX~R ARLA 12,17~a CF 3646 SF EAST r/~ CORNER aF secTrarl rs--~smrs ~ _ , - ~ ~ ~°~f>> ~ , > n~) ~ f,7 a,M J . ~ ~ s ~ ca6~NER a~ ~ ~ r/~ of ~~cTroN r~~-zs~ . - ~.A.f~. L1,1f?. 0.05E j G,50ItiRA~;, ~ a, ~ , _ _ rt ~Q. ~ . C'~I - ~y1 ' ~ ~I ~ _ ~ _ - _ _ i ~ , SEI~AC~S .m..~.~~7_..~~e~_..~.~~,.._._.~~,~ r~ ~_~____-~rr--~..~~ ~ ~ 5' t.AND~GAPF DUFFER rd 89`3r sa ~ 1oaa~ ~ FRCJ[~T: ~ al' 190.' 36" Mfrs. t~ i ~ T3 a~~ ro T°fJU/Vl7 LARGE" 'Jl" PN i' T'Ol1NC) 7 IRON _ , ; ~ - ~ ~ ~ _ r ~ ° Pl~'°L" (NO CAFE) ' ,I (R.) N 03913 ~ ~ Z4CI i FO ~ F4~ ND 5 B 1f1QN ~ ~ ~ ~ ~ ~ D (Na cA~) DN-s°Ir~' ~~NCI~ MARK No. r REAR: ~ 9' ~7' ?1' P,~I~,I. ' r (h9.) N ~19a1 ~3' 193,94 R ~ T~~ rL. 1.4.17 N, as,rFa,~ ~ 1,3f~ i ~ I ! TOP OF NAIL AND lJlaK L8~2f ' ~ ~ r i ~ I EL. = r9<lJ~' f ~ a I~E'(~~.EN CTRUCTU~tES: Ll~A Pd~A ~O' r~lLl, ~ tl~ t e~ , I s~ 4=:'m. r. EAS7~ iti'x".ST ~"ENTE'R LlNE~~ ~ HEIGHT; _ _ _ _ _ _ . MAC. W ~ I 6. 1 " : r' 11 , Cif SECTIaN rD-,~9~rd` ~ ! 1,..~,~ PLAIt I ~ i ~ I,, i'~~ I~CJI,NT CAF REGINNIN~ >~A~~~~ f~ ~ , , ~ ~ ~ d,, , . ~ ~ , ~ ' ~ ' ~ ~ PAVED ~EHICIJLAf~ ~f?EA - S4. FT., ~ 3~,~66 Sh ~ 36,39 d< - ~ _ U) r ~ ~ °~(PUA) ; % OF SfTE 32.6 49.5r ~ G, ~ _m:....__.....:~r~___ s ' ~ i, ~ OPEN SpACt:~ ~ ' ~ ' EAS ENT GRANTED TO 1:'LDR/QA PQN FLORJDA Pavr~~R CORPORATION ~s RECORD~'D TOTAL'FOR TNC LOT SO, ~T.. ~ 19Q62 30,390 SF I N DE EOOK 15 t , !'AGE /40, ' PG GE I4O, - PUBLIC RECORDS Of° PIRiELLAS ~ ~ OF CI7L I ?6,6I 41:1% ~ 25~ MIN. ° COUNTY, ,t:~ORIDA, _ _ _ ~ _..._w_ FOR ~~THF FRQPIT YARD CQ. FT,; _ 5,0~~ ~ ~ 3702$F i _ G: EdS MENT QNT,Ep 7"0 CITI° DF'. ~,~f~r.,l_l - ~ i~'~ rQ®ETHER f , ~ r RE6pRDED ,rN.O.R. 900K 2261,. PAG£` pro C'/TY r~F cLEARWdTER, FLORIDA As l ~ r"JF SITE ~ 73l 53~ ~ 50~ OF 35' ' 22sr, PAGE `PU9L rc RECaRDS of _ _ _ ~ a I a ~ TNL° A1~DVE DESCR/BE(~ r6?OPERTY DL°ING SUt3,AEGT TO ThfL F'fJ1 LOd'JlNG: PIN~LLAS'COUN FLORIDA. A. _ ~ R0 US 1~ . 2O US 19 1Q - US I~._~ ,7Trt~,d~ ;f°~ ~.aUAr~TI"r~r ra/~r/err GC:t"rlrlnf f~, Ta~~~ls1~f~ F,G~f L. c. f. ,40IrTt~, 6~Al~lf~' JO T~3T, G`r~N NO!?7~! t~R°~3'f.3" PAST, ALONG THE" T T Th' G`fT 0! GGL°A~rN/,~TL"R FLt~F?If1A !C F~T~RIDR PE1~I~HTER E3UF€FR~; ~ HAP~N ` 5' HARN 5° NARK - ~r~ST ~ 12' _ ~'~dEST 10' WEST ~ ~ r, r. F.A,,FNIENT GRAN ED 0 L' Y ~ 6. E~4SEMfENT G NTED TD GENERAL TE1. LAST-~~~,~r' CEN7°C'F~ C.IN~' 06°` Afd~ ,SL"T'Y'df>IU /4, lOC).Of~ F~L"7'; ThfH7UCE GDfUCI fl,~ ..;RIOT"HIL°/i.~T Ct?f~NL'f~ OF Tfli" Nph'1%fa~~E~'T OF 6ENEf~AL TF.LEPNONF COlNPANY AS RECaRaED ~ ,_ca° ~ SOU3N CER~TIFIEp SlT~ ~L~~~ ~ ~ SOUTH, _-.a m~ rv - ° A T• RUN NOF~Tht `R~'GOIr~DED IN O.R. 900K 1G7O, PAGE 1,4~?, f'll£31 1C RL`COF1l1S OF' IN O,R,~ '~BOOIf, ;993, PAGE 24,x, ~ ~/t'~l'Tl~~ 0~~ ;s~ ~sr ~",~a`T~ ALfiNG TIIE Ga!~",^~Tl RL Fo~IG~'!"dt7rv"~••6NAY' L Ihl~" Of SECF1pN r.~, TCI~,'J~'.~°6f/Y' ,"aOUTI~, R/fVCaE !6 E S AGE 243, PUL3L I C RL°CORDS OF f' I NEt. L AS r. _ _ _ _ _ ~ i . , 2. GRADING... 8r. I~l~AlIJ AGE: 1~I.A1V PARV;(rdG LOT INTE.RiOR I~ANDSCAPIHG 6O. ~T.: ~ 6,54 Sf ~,90~ S~ 61 ~IPT. lOf D~A~'~, ~ Y PLAPr ~ ~ ~ ~ ~ „ l° T•R LINL' OF 5'A11~ I~INL"LLAS COUNTY, ,~I.ORIDA. COUNTY,'FLORIDA t1.;~`. ffO~P•C1~'ds" f.~ (~~d6FlJ 1 1NC F32lNU t.4RALlC! TO AI~U /OO l?L"ET 8929~~ Pv~ST, A~f /1P~Fa 76/L° EA,4T-urEST CEN C o~ FAUCD VEH~CUd.~~ Ar~~A(~~n~: ! u~rlu~ ~l~ST~`~'L r~ ftf t"~F 2A.~TFPLY 1lVf" Of T~#L IVOTdTHEA,a'T' RU.4,~7ER f1~ SECTIpN l ,SRO, OQ ~"L'L`"T', POi,3 A O'OINT DG' /~EG/NP~/NC,; T[~L°PdCE . , ~ f 2, EASEMENT GRANTL`L~ TO FcOR1aA TDP~R GpRPORATION AS RF.Cf~RDED EASE'ME'NT ~ ~NTED TQ`,FLDR1pA Pl~k SAID ~c_""~'~~~lC1J /31, 6p.t~Cr F"l"FT", F'OR P't~iNi` OH" GL'~1NNlN~; CQIUTINUE N(3l~TPl t3„rs 2R l3 ~%~ST, 4N /'HL" SAn,E LINL, I,~O ,BE'E'T, ru n c _unnu.~ser~ r~er,~ xr~. t~~~Rirc-~~~^ns~n~_ ray ~rn~~'r1~~ FLl?R1DA POI?ER CORPORAfiIpN AS RECORDED ~ ~ ~ LANDSCAF"~ ~'k.~~ha 8 I n~oin?ir. _ C;~i Ci~ACFC ~ ?~i fipA(°.F~; ~/1t10(1 k 3646= ~ SURVEY .xnn. r~.n nun. efanwnnrrnn:nr nfn~rr .~en. .,,~.u_. THENCE RUN AWORTN 99-P.9'/3- VIFST, 200 PF T , THENCE' NUN NORTH THENCE, ' RUN UORTH 00"5,P'25" EAST PARAI. L EL TO THE WESTERLY - 17UVA 1 q®vv, rAVC o r v, 1'4 PLORIDA .F-!VG WfVt f tt[7L lt~ rct:UCrlsdla yr r ttY&auro.s { 1 Iv\R11VV, i w 4 P ,19 SPACES MIN. EAGT", 200 FEET; ThtE'NC'E RUN SOUTfI 05"?0'h~" EAST, N/C3HT-OF~-YYilp LINE Or 0. S. HIDf~fbt!eY 19, 260 FE'E'T; THENCE RUN COUNTY, COUNTY, FLORIDA.' P)f FEE-T. THENCE PUN 50,Yrtl 00'52'25" VICST ALONG SAID SOUTH 99EAST, ALONG THE SOUTHERLY RIGHT-OF-rmy LINE a d; -r 5" 260 J. DISTRIBUTION EASEMENT GRANTED TO FLORIDA POWER CORPORATION lCY'H -Lif K0Y L VVE OF X1..15, t1m*AY TS, 200 FEG"T, TO TI-IF- POINT OF HARN 30111 FVd IID, /3-0 CCET; THENCE SOUTH 00a2 2 VIE S T, i a S'/ << ? AS,RECORDE-D IN O,P. BOOK 5462, PAOE 572, PU81.fc RE'C'ORDS OF THE SUM Of' THE ABOVE C3ESCRIbED'Pd1F 31 F-CG,NNI1~10. I ?IIhG AI19 BE`tNG TIMTE 1N PINELLA COUNTY, F'E'E! TO IP~L fOIN7- OF 13EDINNING. LYING AND BEING IN PlNELLAS PINEELAS COUNTY, FLORIDA. IESOR l BE D PARCELS CONTA IN 1. 694 ACRES, CDU MORE OR LESS. r •~PII~~? N7~~7°, Fl Cdl,dl1,~ . i I 2' CONC. CURB - ASPHAL T PA I/EMENT + 6 h ~ , ~ g 1 ~ '1 0 9 g 9 9 ~ 0 0 0 ~9 9 g~ ~ 1 6 k 3 2 2 rye ~g 0 0~ Ok , 1 0 8.00 9.00 ASPHAL T PA CEMENT 18,5 ARN BOULEVARD a,oo ~ U 1 ~ , r~o0 Z z coNC. cuRB 80' R W a M.EG, M.E.G. Y. ~ + a 19,0 q~~ SURVEY LEGEND ~ , 8.30 6 , ,,6 • 18 0p ' 06 ' gk + `h6 ~ ~0, 10 'ti~° h6 1 + 18,00 1~ 0~ (RI - RECORD ~ (j j ~ r, o~ kti ~ k ~ti k6 ti ~ 3~ ~1. 2~ ~1 • ~1 • ~ ~,1 • 1 • ~1 ~ k ' 0~ ~ ~ - - 1' ~1, ~ , ~ G~ - - - - - 1~ 1. 1° g , , ~ ~ ~0 G~ (TYP. J - TYPICAL _ ~ ~ O COV. = COVERED ~ Q N m ~ 1'~~~g / ~ lMl - MEASURED ~ V N C3 O ~ o a e, ~ 1~ ~ CONC. _ CONCRETE O ~ ~ Oi ~ , k , '8I ~ ~ ui Ds'e 6 h6 - k~ ~y1 h6 k 1 ~ _ _ os'a[ 1g _ k d (C/ - CALCULATED U) ~ o~D ' ~ 11 ° R/W RIGHT-OF-WAY , ~ ~ to N 91 1 19.16 ~ ~ ~ ~ - - -OS~i WALK ~ - ~ - ~I - ~ - 1~ ~ `--i-- - - - ~ - - - ~ - - - - - -WAL P. C. _ POINT OF CURVATURE ~ ~ ~ ~ g Q~ L.P. _ LIGHT POLE ~ Q.~ cg6, EDGE AYE A~ 05 8 19 9 - ' ~ U.P. _ UTILITY POLE XX h 19.22 ~ kh 0 ~ 19,08 ~ ~ , 6 a ~ TYP " " INLE . » 9 ~ ~ ~g ~ ~ 1 1. 9 1, ~ 11~ a R~ • W.M. WATER METER ` ~ O ~ ~ N ~1 ~ ° 4 GIRO INV. P~PET ~NVERT ~ U lA f- f- LL 00'61 ~ 19.52 E F ~tJLET ~ 1 H.P. TOP oS' TOP ~ B1GE A ATE E 0 8. ~j 19..6 >n ~ 19.74 CU 8T 20.7 m I V. E) = 15.31 INV. ( 5.52 00 6 - 1 o T 19.68 ° 19.26 2 19,0 V, W) = 15.06 ~ 2 ~ 2 .,~AL® Oti pF;G EL. _ ELEVATION ! ~ Z Q S.B. _ .TRAFFIC SJGNAL BOK ~ =J ~ a 20.26 $ ~ AW ~ EDGE AVE 12 RCP ® . 0% 19.17 ' 1.50 ~ ASPHAL T PA 1/EMENT a 19 24 3 TYPE F" INLET AYE 19.7 0 ~ - I / C.S I ~ ~ h~ S.P. _ TRAFFIC SIGNAL SUPPORT POL f i a RAIE_EL._1H.5 ~ ~6 p - 7 .e. ..r ~ ~ - O~b-- DOb INV. E = 14.85 15 RCP . ~O! „ o .07 1.50 .P. •P. I 9 ~ G. V. GAS VALVE 4} ~ ~,p0 ~ 1~ 9~ M.E. S. _ .CONCRETE MITRED END SECT ION ~ C ~ _ " 18.69 , sc~ 00'Dz INV. S -14.60 - , H.P• 2, 9G 19,13 19.54 9 A - 0. a'.-'~~ 50~ 19. 19 l ~ / O.R. _ OFFICIAL RECORD C 6 0.5' CURB h 1 9.57 ~ 1+ k h 6 19.18 1.25 N k 19.34 1 -~'0~'bi 1 6 0 6 h 19.51 1.25 o g ' / d`' / ~ D. C. V. WATER SERVICE DOUBLE CHECK VALVE 9 ~ P 6 ~ ' C. 0. ~ SAN! TARY SEWER CLEAN OUT C a u W ~9~ (rYP.) 19~ g~ ~ . ,g. 1g, 1 , ,~g g, kh, ~ 1, 9' 0 ~ 8.0.1. .I. `l 1 ~1 11' 9 GTE GENERAL TELEPHONE UTILITY W NTE , ~ ~ 19.51 19.6 19.66 19.5E 19 19,23 1 36 L .I. a I.V. - IRRIGATION VALVE ~ =moo C. S. STREET CROSSING WALK ACTT VTER 00 Z - 19.54 19.68 20.23 f 72 N ~ d~• / 20.23 8.6 ~ - 20.39 ' g o i 9.61 p ~ ~ Q, - ~ e~ ~ 19.46 ~ 19.3 ° ~FDGE AYE 6 40.7 c7~.5' ~ • oo • ~ ® 6.8 ® I. .37 19.89 I I I I P.V.C. ~ POLYVINYLCHLORIDE PIPE I I R.C.P. - REINFORCED CONCRETE P1PE ;C~ ~ W. V. WATER VAC VE ~ ® ~ ® ~ k M A >n 19.4 ~0' 05'bb TOP e~ N o ~ A m,, M EDGE AYE 2.709: 0 6 6 o ~ ASPHAL PAVEMENT I I I h ~ J ~ ~ , 0. 8 m / + o, + ° + .0.1. C0 CO 7.7 H.P. - - ° ~ ~ EDGE AYE 20,00 0 ~ ~ g 20.00 ~ .Od - - , ~ , 6 1 ~ a 20.00 9 ' , g , h ~ 9 ~M: 6 ° ~ 19.59 19. •0• • 19.53 / TOP ~ 1g' g' 20.1 h ~ ti .TOP CONC k k 9. 6g~,~' TOP CONC a ~ • 19 ,0,1 19.59 1 tit • I ~ • 1~° ~ 1~~91~ I ~O O WA E \ //~9 1 20.50 ~9 1 19• . g EDCf A 0 50 1 ~g H„ 19.73 H.. ~ 20 5 1 ~ ' ~ 20 6 , 20 ~ 0 ~ 6 2 . a ~ ~ ~ 19.73 19.67 ~ ~ - 19. OJ S'6I ~ ~ 20,OD 1,5 % o D4 1.2596 20 03 1.257 0 I ° ~ 4, p b EDGE A ~ a 1h 2 ~ .50 20.00 O n a .L - 0.1. 8.0.1. B.0.1. 19• 0 0 o ~1 OS'az 0,72 2.22 0.50 / p m 19.59 f ~ ~ ~ ~ 0 20.0 H.P. ® ~ 9.73 19.73 19.59 H - - I ~ 3 ~ Z W p I II W~ ~ ~ v Z W 0 ^ O .22 TOP CONC 19.51 @~ d ~ T.0.1, 19,52 `r - - - - I a aW~m `A ~ ~ ~ N ~ 20.66 0 ~ ~ ~ 7,7 20,23 1 .80 TO.L / 8,0 W ~ 20.72 TOP CONC ' , d ~ ~ 20.23 7J 19. 6• a Q I Z o v o~~ 6 ti k g9 g Iz ~ h 20.66 9' ~ h - - - - @-~ , o ~ , g oP alp sr ti9 ~g ~ ~ ~6• g. ~ - ~ h ? , ~9 1 1 2.0096 19.35 ~'1 ti ~ D4 , ® 19.3 - - ~1 • 1 OP CURB 20.89 ~ fig. T ~ • ~ 1~ ~ 1~ ~120~ I~~~S ~ 20.89 A 20.39 ~ 0.70 » " CO 6. 6 CD 1 ~ :1 , TOP TYPE F INLET r~i 9 h o ~ ~ 20.39 20.54 20.70 8 GRATE El. 18. ~ • ~ ' , oD - - - - 0 0 ,oti 0~ 0 _ , co 19. ~ 0 ,I, ,I. TOP CURB ~ 11 .OTC ~ ~ ~ I I~ 1 0~ 2 INV. (S) - 15 80 D6 19.66 19.72 ° h 4 19.51 19.i2 20J4 o I 0, V ~ U W~? 0~ GRA ESS C P ~ ~ 1.25! 9.48 1.259b 19.13 12 9' N 14.43 0'• E .34 ~ ~ U ~ III A Z 40 O h 3.1i 7~e 19.64 m ~ I oo o W G 11 1 ~ h 19.72 0.1. tD ~ U V I N ~ ~ ~1 © ~ N ~ , 6 1 ~ 'l g• 11 1 TOP CON h ~ 'h ~ 6 1,50 ~ + ° - - - - 9' 1 DD taP 646. ' ~ p•kh k 20.50 1~, N 19.51 0' ~ ~ ,~g 1h a 1 7 y 20,00 k `~g~ °g~ II m D4 T.0.1. •0.1. 19.66 ~ ~ TYPE "F NLET 1 I ~1 ~ ® ~1 ~ 6 ~~j ° 99 . 20.54 ~ EDCE AY~ .0.1. ° I 5 n. ~ ~ I '`g I I 0' ZO' 40' ~ > FAN, ~ I 20.23 19.66 ~ GRATE EL. 5 o ~ GRADE ~ QS' 20.00 D6 20.23 II INV. (S) a 15. CiN18 A P A~EMENT ~8 T 6 I 20.36 ° U ~ m ° I ~ N a / 'D2 cn Ds 20.75 - • II - ao~ 2 ~ 5T 20.70 0 20.0 uT ~ I I .86 ao - - - --o o I I ~ ~ b-n ICI ~ 7.7 CO 8.0.1. CD 7.7 ~ ~ M.E.S., FOOT INDEX-273 as~oz ~ ~ a 19.73 .0.1. I WITH 4:1 Sl PE I 1 9 , ( I ' ' ~ rn~ ~ Dfi 06 o h ,II m .0.. 19.73 ..I h 2 N ~ 0 1 h1 ~ M 1~ 19.59 1 H P. I I I g 0 0' ~ . OB 4• ~ o I h• ~ 19.59 H 9 1 ® 1 h k z a lNV =14.51' 6 9 k ~ ' ~ k 9 1 a ~ 1 ~ 20.03 19.67 ~ ~1 ~ ~ 1 •o ~ PD, 00 ~ 1 k FDOT M HOLE Q I I ~ 1.259: 19.80 M.W. ~ ~ \ 11 b d°• ~ IME.S ~g0 I I ° rn 7rno 9 TYPE P , ALT. A ~ B.O.I ~ H P. ~ •n I 8.0.1. 8.0.1. o H.P. 17.49' ~S/GN I • a INDE X200 a . ~ . ~ 19.55 19.. 19.59 M I I 19.49 ~ ~ RIM . 1 v I ul o ..I. 19.73 ~ ° 20.04 ~ ~a 9.15 a , o, •I• o, I I ~ ins IN . N = 15.62 I~I<.- ~ 20.23 20, 3 ~ ~ ASPHALT AVEMENT II h o N om GRADE I S= 15.01 6 1 0 II 19.54 o ,~1 O - 20.42 ' V. W = 14.76 I I 6 .7 U EDGE AYE CONNECT 24" RCP TO EXISTI G 24 RCP I I S AORROADWAY CO STRUGTION (INCLUDING PAVEMENT MARKING AND N ~ ~ h 1 II , I ti ~ - ~ 6 h I I ~ + 19.oa + , o k ~ ~ o• ~ g ~ ~ a ® , II h ~ ~ 0 ~0. ° ~ ~ , ~ 0. 2 9~ ~g• 0• 20.0 6• 6• a 1~ k ~ ~ ~ ~ ,FOOT. INDEX 2 0 v ~ i ` 24 RCP ®0.2 ~ ~ 1 v I ~ • ~1 • . 0% ~ : . ® , ~ of ~ 11 • 0~ 11'r~ 11~ ~ ~ I COUNTY STANDARDS. IAL TESTING SHALL COMPLY WITH CURRENT PINELLAS a ~ o ~~19 .*a.®.. ~P 0 CO 8,5 18.86 ~ ~ B.. 0.1..1 .72 pp I ( H.P. Po.$0 12 FDOT MAN E ~~~p aBE M .0.1. .O.L o II 19.69 TOP o 19.48 19.6 ~ ° M.E.G. I. I 2. THE FWISHED GRADE AND SLOPE OF THE INLET TOPS ARE TO CONFORM WITH 7.35 THE FINISHED CROSS SLOPE AND GRADE OF THE PROPOSED SIDEWALK AND/OR ALT. A ? I IAN ~ 19.66 19.51 ~ ~ 19.52 19.18 TYPE "C" INLET INDEX ty200 ' ® ~ d , 5 • r I I AW H.P. 10 RIM EL. 20.50: ~ f.259o _ 9.46 TE EL. 17.00 S? _ ® ~ ® ~ 19.18 o I I 19,02 18.68 'A INV. SW) - 2 ° 0~°/ 1 , ® , p , I I o 19.18 TOP 8 JI BORDER. M.E,G, I I 6.45 i + 1 00 1 .2 ° ~ ~ Sa '12"_RCPJ D,.3A~ ' N 19. + ' 3. WHEN INLETS. ARE TO BE CONSTRUCTED ON A CURVE,. REFER TO THE PLANS ~ 1 h ,o o ~ h - - ~ .5 w ~~~n,s® r®~. ®s~ h 20 0' ~ k1 iq~ 4 9. ~ 0• fig, g~ - 1• ;2~ ~ 2Gt ~ ~6g1 I TO DETERMINE THE RADIUS AND, WHERE NECESSARY, MODIFYTHE INLET DETAILS ~ 9• F 6 ~ GQ' ® p h p 1 19.05 ~1. d- G F,p ~ ~ 0'61 ~ ®~~..~.®.d~ - ~ ~9' I I ACCORDINGLY. BEND STEEL WHEN NECESSARY. 's F'~ / 13 0 118 RCP 1'D 0.209'A 1 g ~ TDP CURB GRA E INLET • ~ s h `k, 19.41. h~ 0 I , . ~ STORMWATER 9 . ~ ~ • 1~ 1 , ~ ~ , .95 g , Q~ . ~C` ~y9 6 k 1 g, g k TOP EL. - 16,45' 4. ALL STEEL IN INLET TOPS SHALL HAVE 1-1~4' MIN. COVER UNLESS OTHERWISE ~9 a INV. EL 3.79' ~ ~ ~ I SHOWN. INLET TOPS SHALL BE EITHER CAST-IN-PLACE OR PRECUTS CONCRETE, . o~ S0~ q. •~Dh1 CONC ~ 1. p• 19 19.73 1. 19.45 ~1 • I o`' M.E.G. o ~ ~ ~ ~Q I 7,36 ° I a ~ ~ , 5. FOR SUPPLEMENTAL DETAILS SEE FOOT INDEX 201. o -0 AYE • ~ ' TOP 10P CONC ' 9 o k 9 •2s' 9 19.5 ~ k 0;1 0. ~ p, 1, ~ 20.00 1 g~ g 19.91 ~g 19.61 9 k ~J1 II g, ~ ~ ~ ~0 ~ ~ a `(-Oo ' TOP 1g' 1 19,00 1~• H.P.' 1 ~1' 1. 1~ ~1 k 11~ h~~ ~ ' g0°~ I ~ 6. UNLESS OTHERWISE NOTED, ALL DRAINAGE DETAILS ARE TO BE PER PINELLAS d . ~ ti x 20.17. 1s.o ~ 1x.41 ~ 1 o DO I2, 00 IZ , Dp !8 , 0.50 ~ ~ ~ ~ CONNECT 18 R P TO EXISTING I LET ~ COUNTY CURRENT STANDARDS OR WHERE THE COUNTY HAS NO STANDARD, I I INVERT EL. 13,7 I I FOOT CURRENT STANDARDS SHALL BE USED. THIS INCLUDES, BUT IS NOT ' 04'12 k STRUCTURE ~ 6 FDOT MANHOLE „ „ 13 "F" INLET 0 ' `1- ~ E I ~ ~ TYPE P8, ALT. A S F , C - ~ ll ~(1 a FOOT INDEX 28 11 TYP C NLET ~ DRIPLINE OF GRA EL. 18.84 A PHALT P OS BI } T~'~• 13" OAK INDEX X200 INV, E = 15.30 GRATE EL. 18,82 05' ~ I I I LIMITED T0: INLETS, MANHOLES, END WALLS, FLARED END SECTIONS, ETC. NON INV.(NE) = 14.3 19.48 INV. N = 15.05 ~-SEDGE OF 0. ' U~rVC, INV. N =15.54 I I ~ I I STANDARD DRAINAGE DETAILS (lF ANY) ARE SHOWN ON DETAIL SHEETS IN THE o ~ N I I I PLANS. _ 1, CURB ON LINE 00'61 t ~ . + 4.4 5 4.4 g Ippv~. (E) - 14. ' ~ ASPHALT PAVEMENT Z , } I 0 S 1 `1• h A SPHAL T PA t1EMENT 71.6 12.0 0 1. ' 18.00 ~ ~ 44.0' ~ - ~y5 o 1 1 ~ 1 ~ k 560k 7. BASE AND BACK FILL MATERIALS SHALL BE EITHER OF THE SAME TYPE AND ~ ~ o ~ ~h fig. q ~ ~ 1 ~ 1 ~ ~9' ( COMPOSITION AS THE MATERIALS REMOVED, OR OF EQUAL OR GREATER 2ti• tio' ~o' ~ _ - ~ ~ - o ONE STORY' ~ ~ Ts0 B. q o q © , I ~ ~ ~ ~ ~ I I STR T RA AD E I L NT M ATED I DELETERI ° UC U L EQUACY, MAT R A CO A IN W TH OUS _ 20, d 0 1 1 ~ N CONC, aS6I ~i ~ BUILDING 1. E' „ ti I 00 N ONE STORY BUILDING N N 19100 ° ° I SUBSTANCES DURING EXCAVATION SHALL NOT BE USED. ~.0 N # ~ o ~ 21 d p J J ~I I II ° 20,00 0 ,5 a Q 6' Q 8D,50 ps. ~ I I y I 8. THE AREA OF THE TRENCH ABOVE THE PIPE ZONE AND BELOW THE BASE A 19,50 1'Y, 0 ,1 - 91.4 N p• g• g• I cRA ~E INC T ~ 0" COURSE MUST BE BACK FILLED AND COMPACTED IN LAYERS NOT EXCEEDING roP Ec. = s s1' ~ a 19• TWELVE INCHES, EXCEPT THAT THE LAST TWO LIFTS SHALL NOT EXCEED SIX e s 1NI/, ; _ .7T T I I INCHES PER LIFE. 1, X 1g , 1 tiq~ ' h fig, 6 ~ ' h ~ ' 1 ' ~ ' 0'D8 '1 _ $ - _ - - g6 _ h - ~g 9 ® m ~ - - 1---~~-- Y.E.G. ~ ~ ~ ~ ~ rn ~ ~~S I I 9. JF ROADWAY SECTION HAS A SHOULDER, SHOULDER TO EXTEND EIGHT FEET k El.e PROPOSED E;ASIN ~ ~ STORMWATER PON N ET u goo AREA TO DRAIN a FROM EDGE OF PAVEMENT. USE lBR 30 (OR BETTER) BACK FILL MATERIAL1N TOP Ni DHW 19. 2 HR) peso 300 ~ CONCRETE, 4 THK. DIRECTLY TO THE m ~ I / I I I I 241NCHESOFTRENCH. h I DHW 1 64 (25 YR, R) ~ 6 6 14/10 WWF SOUTH o ~ ' ~ ^ag REINFOR EMENT ~ 11 0 ~ 1 h ~9 ~ DHW .06 (10 YR, 1 HR ~ g. g. ,~g ,~g' , ~0~ ' g. g, g a ~9 D X17,5 ~ x . ?y 1 1 ~ 6 , ap, ~ ~ 1g• 11~9 ~ 29 ~ I ~ ~ I ~ 1 m ~ ~ ° ~ ~ 17.0 ~ ~ •oo ~ ~ ~ 6 h~ ~ 1 ~ rn Co mod, ~g'g• h ~ > > ~ ° w r 19, 00 d Qo. ~i9. . h - d o 9, 3 ~ ASPHALT PA CEMENT q J ~ ASPHAL T PA 1/EMENT h - ~ ~ ~ C a N ~ I I ASPHALT PAVING NOTES O ' ' ' t t t , ~a ~k ~ I1Ih~ ~ I I CONSTRUCTION OFASPHALT PAVING SHALL BE PERFORMED AS FOLLOWS: ' 1 , 9 g 9 ~ ~ , h~ 0 5 ~ 0 ~ 9 9~ ~ti a,~ k9 ~9 ~y9 hti h0 h~ k ~0 ti tih' 41' t8A4 1. ~g• 19• ,9. ,~9• g, ,~g~ ~ ~ ~ ~ ~h ~ ~1 ~ 1~ ~9 I ` A. THE AREAS TO BE PAVED SHALL BE GRADED TO PROVIDE NECESSARY DRAINAGE AND SHALL SLOPE AWAY FROM STRUCTURES, ~ B. THE SUB GRADE SHALL BE COMPACTED TO PROVIDE A MINIMUM COMPACTED ~ DENSITY OF 98% OF MAXIMUM DENSITY AS DETERMINED BY MODIFIED PROCTOR (ASTM SUB GRADE). C. THE SURFACE SHALL BE CLEAN AND DRY, PRIME COAT SHALL BE APPROVED CUTBACK ASPHALT (RC-74 OR RG90) AND TEMPERATURE WHEN APPLIED BY MEANS QF A PRESSURE DISTRIBUTOR AT THE RATE OF APPROXIMATELY 0.1 TO 0,25 GALLONS PER SQUARE YARD. D. AN ASPHALT CONCRETE ANALYSIS TO GUARANTEE COMPLIANCE WITH FDOT SPECIFICATIONS SHALL BE CONDUCTED BY AN INDEPENDENT LABORATORY AND THE FINAL REPORT SUBMITTED PRIOR TO FINAL ACCEPTANCE. E. ALL ASPHALT AND RELATED ASPHALT WORK SHALL CONFORM TO FDOT STANDARDS. SHEET'. y 12" WATER _ ~ ~ 2'CONC.CURB ASPHALT PAVEMENT HARN BOULEVARD N V 2' CONC. CURB ASPHALT PAVEMENT i SURVEY LEGEND ~ ~ 80 R W ~ Q (R( : RECORD W ~ ~ / ~ /TYP./ _ TYPICAL ~ c~ COV. COVERED ~ (p (Op TEtEPH~LIN~-------.~--------- - ~O~JP)' (M/ _ MEASURED Q ~ ~ ~ ' .P. LP 2" GAS - j0 5 CONC. _ CONCRETE U ~ ~ p O ~ ~RPff (C/ _ CALCULATED ~ t i~ ~ 1" IRRIGATION METER ~~~P~ P. C. : POINT OFF CURVATURE ~ ~ ~ u- ~ ^ - - - WALK G, U. - - - - - - - - WALK 1 1/2" WATER METER J~ Q m 0 L.P. _ LIGHT ROLE ~ ~ N ~ r U.. OVERHEAD UTILITIES U M.W.® ~ - D.C. V. .P. GT U.P. UTlL I TY POLE t ~ a 0~p ~ GT W.M. _ WATER METER I U) N E _ C~-~] B d B W M. M.W. .MONITOR WELL Y O N N ®SB. ~ INV. PIPE INVERT ~ ~ ~ Q ®S.B. EL. _ ELEVATION Z 2 2 "PALM S.B. TRAFf I C SIGNAL BOX ASPHAL T PA VEMENT _ ,x ~ ,~n~~n ;;,n ,n,~~. n~..a ux~~.:;wL wn~:~ .n~~~ ~.m ;,xxx M,;~~ I ~ k S.P. _ TRAFf1C SIGNAL SUPPORT POLE i ~ a G. V. GAS VALVE ~ n. n , ,nn~ . ~xxn nn..., xxxx nnnw nx~ ,~xn:~. ~x,.n, ~ ~ j M.E.S. _ CONCRETE MITRED END SECTION ~ Q) WW ,~nx xuuna x.~xn n~n, xxx ~,nna nnn x w s nn..., ~ ne ~ ( O.R. _ OFFICIAL RECORD ~ ~ a~ ~Z S ~ ~ ( D.C.V. _ WATER SERVICE DOUBLE CHECK. VALVE G C as 0.5' CURB CONTRACT TO J TYP. ~ CONNECT ATER w P~ J P~~ C. 0. SANITARY SEWER CLEAN OUT N m t_1 LINE TO EXISTING Z PLANTER ~ METER ~ GTE _ GENERAL TELEPHONE UT I L ! TY ~ a ~ ~ ~ 0 f ( } } I.V. _ IRRIGATION VALVE y~~ - ~ ~ hN a ~ I I I I C.S. _ STREET CROSSING WALK ACT I VTER W W 2Uo COy d1.~ / ~ r,,,,,..,,.. _ ..............~........,._.......,~~...,.,..,.,,,,,n~~~.,..,.~~m..,,.„,, PRODUCT PIPING W W L'P P.V.C. _ POLYVlNYLCHLORIDE PIPE - - / ROUTE 13.5' 40.7 1J~~ ~ ® ® I Q I W ~ I I I I W. V.P _ WATEROVALVE ONCRETE P1PE ~ 07 Q I d' I' rd,rd VA-1/2 0 - - - - 0 ~ l~ . / A a I ~ ASPHAL T PAVEMENT ~ ~ ~ ~ ~ ~ ~ rr ~ ,dad o ~ o - - ~ ~ J a ~ ~ I~ ~ o J ,~~~~P o ~ o ~Q~ ----1 Q I ~ ~ in w m ~ ~ W : ~ q Q W gJN ~ ° • r ~ 1 \S 0 w ~ m ~ , o ~ II I) i ~ ~ W o~ ~ Z o' 0 0 U 0 zo ~ ~ \ J W o ®I - ;x'.01 ~ / ~ ~ II ~ ql Qo~ ~ Q 0 4 0 ~ o - - - - o ~ dr dd ~r ~r I ~I ~W~ ~ ~ ~ ' W o o ~QN ~ Z I~ A z ,2.g ~ ~ .HESS EXPRESS 40. T r~ ~ ~ H-37W-BGTP - - - - ~ 3646 S.F. U J c~ l ~ I I" I I ~II @~ m k I ~ If t EM ~ ~ ~ ~ ......................_,....,..n.............., ~ If ASPHALT PAVEMENT / 14 ~E I ~ ~ I o' za' 40' T ® ® ~ - - - - o I ll ~ ~ Our I ~ rn ~ I ~ I~ ~ i I q s I m I M II II ~ INV. = 14.51' I~ II ~ ~ II 1! a I ll if c I ~ ~ M. W ~ II . W I I IM,E.S I I ( ~ C,O. INV. EL. 13.96 ~ ~ i SIGN I I rn I ~ a~ ;~'l'r ~ 1 m d~ G II n 1! CONTRACTOR T ASPHAL T PA VEMEN7 j ~ ~ CONNECT 70 = N ~ ~ , k ~ ~ EXIST. SAN. ` II E E I ~ ~ a SERVICE LATER L II l E ~ C7 ® ® I INV. EL. 13.10 U. .,mx., ..x.x~ xx~ ~~n, ,nx,~, ~~,~~xx. -x. ,nx~nx .annex .a~na..n~ ua~nn ~n n _ nnn ,.n xxnnn..x.xx..»r. „ ~ n nx a,n, x ~ nn n.. n I ItZ I V II ~ j .xnnn .xx.n ,~nn~ ,na,~~ n .n nnnnn nwn~ nnn., ,n~~nn~ Nn ~ xnnn. ~ nnx n n~ xnnxx x~ ax„.w .nx»„. u n n~n~x ~ ~J `,4 TN der u° N ^ur ~ 4 \ tt yry J a u4 ~ I N II ~ ~ fT Cdr' A YxNSr. ~V F i~1 ryr^ 5t~~4 ~ h9~u. O, Q ~ '^„u, neon, ~ G. a, ,,~5. C,O. i~ 4 SAN. SEW. ®2.00 SLOPE C.O. i I II t ~ AflOt a'1„f q xxx ~~x ~ ~o...~ ..nn nn. .own n. ~x..n.x ixn, . x.T. ' nJ~ ~ 'Nyny unMVil uwmn noun nxrvx wxun xnuuu~ ~xnxxi nnn i nninm unnm inn~n~~ wnnni in~m~ nnnnn niuvu~ nwm nuuu~ wuu ix.xx. 11 I .JP n NYn. bX xxti~ ,yd' App ~17N I~ ~ ~ " x " ° xnu^n unn^^ ^^e^o mma emxy rcnnn auouu, nuvuw muuu, nwuu, i 1~.W' mnwu ~axnni ~ nrrl m mnnnr innry~; viwn mwm iuuuai iu ~ :nuxpx :uuuae xxunn xmm~n nnn n Mean mmm nnn,. a miumi ~uu m I" O H~n nnnn nnnnn nnnini ne yyyyp ouuuu.llnuu .uxxw rxd.. uuua, ~nxn~Wmnl innnm innnni inn,,. nnn~~~~ iuuuui i .nuan uwuw muun~ mx»iu n ~ nnnt..ruan* oov~c na0w nnnnn uuuYn uvYw tluu9 xNU~ u u n a 'x~' ,w ~ N C ~~r.1n ~ ,5 d' a~°" ~v GRA~E INLET ~ I ~ STORMWATER " ~ .ru ~ TOP EL. - 16, 45 !NV IEL. = 13.79' ~ I ND ,r x C.P ~S J - 4 ~ ~ U.P. m._.`~ o I ~ I Q L~~ II II L-' w -j I I o ~ ~ LJ ~ ~ II II . W W I~ I lI o q ~ II ~ ASPHALT PAVEMENT C - ~ III II L I _ 11 SEDGE OF 0.5' GONG. J CURB ON LINE II~ -II 0 ASPHALT' PA DEMENT ~I I j ASPHAL T PA VEMENT I - ----f- 12.0 44,0 71.6' o ~ N ~ o I I Certified as a hue and correct Dopy. On January 2Sa', 1999 the Development Review Committee approved in review a site plan for the HESS STATION at 2577 Ham _ ~ ~ _ W ~ - ` ` 0 ONE STORY W b ~ ~ I 1 I Road ~ ~ CONC. ~ ~ BUILDING ~ . N ONE STORY BUILDING N ~ N 19100 1, 6 ~ ~ II ~ I I ! I I I Witness my hand any the seal of the Development Cade AdminishatorbftheCi ofClearwatey 8 P. V C 6 P. U o ~ Q ~ Q I I Florida on this 11 _ day of lune,1999. ERHEAD UTILITIES U.P G YS OVERHEAD UTILITIES GTE UNDERGROUND TELEPHONE LINE 91~~- _ D, C. . 3d' IRON P1PE 30" RO P1PE - - - - 30" SAN. SEW D, C. ~ I GRA ~E INLET ~ I tR'!~, TOP EL. = 16.61' i I ~ 4a b I !NV L. = 1377 I I ''r~,~~~~ j~ P, V.C. 1 , y'....-- ® ~ /RO p/P Coordinatgt; ~enhrd p 8"P. V. C. ® IRO - =~l GT I I I artment GT I I .~w •n ; 7LE SANITARY SEWER MAN HOLE SAN/TARY MAN HOLE TOP EL. = 19.27 TOP EL = 19, 05' l Certificah~t~ su~gct to fo~l~ ng z 30" + -PIPE INV. = 4.16' W. & N. INV. EL. = 3.71' - = 3.71 ' I ndYst cA4' let~re fot~l+win actions E. 4 P. V.C. PIPE INV. = 12.65 E. lN~ EL, - 15.43' Nl. 8" P. V.C. PIPE 1NV. = 12.54' I I I I A hcant ' ~ 1 / 1) Obtain re~ wilding pemrits within one (1) year fr~ an certification date to prevent N 6" P, V C, PIPE INV. = 7,23' - j I I I expiration of the a n'cerfifification; W NvB; . V. C. PIPE INV. = 12.08' C 0. 2) Obtain the requiede cert"ificate(a) of occupancy within three (3) years of the site plan cert~cation - ~ _ (I V I I to Prevent expiration of the site plan cert~cation; h ASPHAL T PA VEMENT ~ Q~ h ~ I I 3) Oebtain review and permits for signs and ~ mghvalle through separate rcwiew ad permitting Q~ I I N I I I 4 Procedures; and ASPHAL l PAVEMENT ~ = s ~ ~ tk ~ ` ) Coordinate the offsets of existwg water and gas 0 p mains located along US 19 with staff at owner's I I I I expense. I I I I Before the City can issue buildin nn'n; r +ti aDDllcant must comolefe the f II ywlm arti 5) Provide a copy of recorded Unity of Title Declaration. Before the City can issue a Certificate of Occumancv I~ for the first bmldm the a hcant must cam lets the followin actions' ~ Paythe Transportation Impact Fee (TIF) as called for by the Pinellas County Transportation hnpact Fee Ordinance with assistance in determirdng the fee from the Clearwater Traffic Engineering Office (if applicable). Apalicant must comolefe the ran • ,nmcacea: 7) No Actions SHEET °w SECTION 19, TOWNSHIP 29 SOUTH, RANGE 76 EAST . rTrUM rnrc. cHr ~ cH R TWRr CA IZATION NUMBER LB-6358 CERTIFICATE OF AUTHOR 9310 N. 16TH STREET, SUITE 2D3 TAMPA, FLORIDA 33612 z 0 (8!3) 931-7D79 ASPHALT PAVEMENT. ' ' 2' CONC. CURB ~ o 1 + , 0 p9 p1 96 gh 9y 1 1 0 9 g 9 g 19' g• g• 1y' 1y 10• 0~ g1 6 0~ 3 Z Z 0 19 1 1 ~ 1 1 1y' 1 10' 10• 1a• 02 h. 9 ~ ~ ~ o V ~ ~ ~ 1~1 1~0 1ao 91~ / ~~G~Ati o = ~ ~ ~ ~ ~'l 1,,1 PFF,c ° ~ ~ HARN B , ASPHALT PAVEMENT OULEI/ARD 2 CONC. CURB , (BO RAW) S. R/W LlNE OF HARN BOULEVARD + , g~ ~ ~R~tEP~ ~ ~J GJE g o 11 , h1 , Z6 , 16 + O6 + 06 + 9k , y6 , a0, 10 , hQ , ~ , , 1y h1 y' yk y rky 10' rkZ 10• 'hZ 1a yZ 11• Z1 1. 1h 11.1 1. 00 1. 6 h h 6 + , 1 1 0• a. 1 h. 0• 1 g. 1 9 11 9 h~ 1, a ~ N 1 1 11 0 b y , 1' 11.1 g , ~ l~' PGA' / ~ z ;3 ' 1' 1. h ON-SITE BENCH MARK NO. 2 ° 300 ~ " 29.8 o GTE ~ 6 1116h 131k9 ~0 FOUND 1 2"IRON ROD •p CONC. (R.) S 89.2913"f 130.00 CONC. °L, p. (R.) S. 89.2913»E. 200 ~ 1 1. TOP OF / (M.) S 89?3021 E. 130.10 (M.) S, 89?3150 200.00 L.P. 1 1. ° x EL. = 18.84 DRIVE 1+ DRIVE , ~ , 0 6 1 h y ~ ~ 1 6 ~ 1 11 9 ~ d ~ ~ / a 1 1 20,0 20.0 1 09 1h' WALK 1 v 1' 1' 1 6 h ~ 1~ WALK ~ V. 1 1 WALK h 11. ~ _ „ r~ , 1 W~ ~ / vUi ~ , ' .FOUND 1/2 IRON 6' , ~ ~ ~ - OI~ERHEAD UTILITIES ~ MW.®, + h ~ 1 'd.C V. y , 1 ' N g g FOUND 1/2i 0 ROD NO CAP 1 y V 1 1 9 `PIP -1 ® ~ / Ql W ~ ~ FOUND 1/21 IRON GIE 1 ~ ~ A z g' ( ) 0• 0• ' 8• • 1 , 6 y 1 1 10• ~ 0 y E L8 r 1 1 1 ~ $.69 8.55 1 I . 0 1 0' 1a, 1 ' 9' ~G K, 9 I 6 PIPE L8-148 9 B M. 1 • ~ ,~.~Q' 1$• ' 11• :~•~WM~SB. '1~ GJ~~ -r ~ o X 1 X 1 i~ 1~ 1 1 I ~,9 e. ~j• ~ I 11 ~ 59.0 » •00. ~ 1 ~ 13 PAL 57.3' I ®SB, pF GG PAY TELEPHONES 3,0' lGN I 1 I OVERHEADS FOUND 1/2 IRON I 1 ~3 i 22"PALM ' PGA OF ~ ~ ~ e ASPHALT PAVEMENT I I I - R00 (NO CAP) I I 3 FLORIDA POWER CORP. EASEMENT , n 1 . ~c.s 0k l lgoQ 0 20 40 U I (O.R. BOOK 2640, PAGE 512) ~ ^ 1 I 1~9~1 cC I I ' , 1 I, RAMP ~ ~ I ~6 0.5 CURB by 1 N Z1 11 1Z h 11 6b I I ~ h 6 6 9 7.0 ' I ~ sP SCALE: 1" = 20' M g. Z 1~ 6 y 6 y 1 (~P) 1g. 19' 0 1g. 19. 19' ~ 19' 1~. I 1~' 1~' 0• ~ 1~ 9 I , I ' V'~ PLANTER 'F I . 'F 'F ~ 'F 1. I 1~9 i 119 11 ~P 166 11 k1 0 9 = o I I 1 p 1 ~ L.P. ASPHALT PAVEMENT r ~ w CV I ~ 0 ~ 1 0 I W. EDGE OF 0.5 CONC. GREASE (RAPS ~ ~ ~ ^ I ASPHALT PAVEMENT ^ 0 1 t- a 110.0' W a rn ' 13.5' I CURB ON BOUNDARY LINE ~ ~ ~ ~ ~ r b6 40.7 I 0 r7 I L.IP. ~ W ~ ^ I ~ - - Q, CITY OF CLEARWATER, FLORIDA, _ ~ ~ p 0• I I I Z J ~ I Z , , ,I I , N~ e I ~ 1 1 I + , + ~ ~ I 6 1 9 + 9 + 'h , 001 X19 ' 91 6M, W. 3 h 1 1 ~ T EASEMENTT SANITARY SEWER U aoI 19• 1g• h g h 1 h 1 h9 , bh g. 1 .I 0• 1 6 $6 Z 1~ 9 I 19.1 19.1 19.1 g. 11 g. 1 I I A• g1 19• 1a• 7.0 g. 1. 1y' 1 g j ~ 9 I (0 R. BOOK 1675, PAGE 292) 1g , ~ d M 1~' ' ~ 11' 11 16• 1 • 1~ w ~ ~ ' I 11 1' I 0 o I~ y I ~ ~ ro COV. CONC. op ? I - 91 I I ( ~ 1734' 1g ~ O M I r ~ V Z I I ~ ASPHALT PAVEMENT ~--I-' 1 I I v N' ~ WALK 1 ~ ~ ~ = a 0 0 ~ ^ n 4.9 ' f04.4 1 ' I i EL C C COI! WALK I o ~ W 4~ o Q C. K I yh 20.7 1 I ~ o ~ ~ ry ~ ! 0• I 0• I I , . X 59.0 57. I W~ R1 ti I ' I ' -J 2 I r o ~ g, 9h o ONE-STORY MASONRY BLDG.. , g~ gti , g• 9 ~i 6 0 c.o Z 6 ~ OVERHEAD 1 1 ~ 2577 HARN U E I 1 1 I 1~' 1 1 1a ~ ~0 0' 1g' 19' 19' 0» 6~ SIGN I W ~ ~ 1~ 0 SRGEAD 1a 11 ' h ~ 1ti~ ~ ~y~ z ~ BO L YARD I 1' I 11 ' ~ ~ E1'~ ~ 11 AL 1 I CLEARWATER, FLORIDA I o I ~ 0 ~ 9+ h, 1, ~ I , I COIN LAUNDRY O I I ~ i 0~ ~ 0 0 0 1, I 1 I I I ~ . gRO; 1 0• WALK 9' I ~1 1 I 1h ~ 1 QQ~ 91 0 I I I p E~ y' 1 I 1 Z0 I 1 I" I 0, f o j W ~ ~ ~ 6. I I t 9 OAiG' ~ I I ZO 5.1 9 4 I + I I I ,k _ i. I I l~ ~ ~ ~Ll p C1 Ci 1 Z L, p Z _ ~ LEGEND 12.9 3y ' i I' ~ 5~ ~ ~ I( 40. T ' 4 b ~ ~ ~ + ~D.C ~ ~ ~ N ~ ~ IRI RECORD 0 9~ 3 9 9 0~ o Z 6 g• 19k Q 1 t 1 'h6 by y1 6 6h , I w ~ 9• 1 9• 8.0 9• 12.0. ^ ~ 9' 1 • ~ 1 1 1 35, 0 1 u ~ ~ 19• t 10• 10• 1y' 16• Z 1h 1 ~ ~ r ~ 1• ~ ~i 9 t 1y' 1 y. I ~6hh j ~ ^ h I ~ ,~Dc J N 9', N 1 TYP. 1 - TYP/ CAL 1 I O 11 1h• 11 • b p1 COV. _ COVERED s• ~ ~ 20.5 ~ t I ~ I ~ 19. 1M/ MEASURED ASPHALT PAVEMENT ~ o ~ • U.>? I ~ t PARCEL A I I N ~ CONC. CONCRETE ~ `'~0 4•~~ GREASE ~ I ~ ~ N ~ SEE DESCRIPTION ON SHEET 1 °o TRAP I I o o t ASPHALT PAVEMENT I j W Vl! R/W LINE OF U.S. HIGHWAY 19 /Cl CALCULATED ~ c2 N 1 I I ry ry ~ CENTER LINE OF 1 D' D/SIR/BUTION EASEMENT i W ' ' ' o d I I O,R. BOOK 5462, PAGE 572 ~ t = ) ~ (100' W. OF E. LINE OF N.E. 1/4 RiW = R/cHr- oF- wa r 1 N ~ i y OF SECTION 19-29 16) P, C. POINT OF CURVATURE ~ Z 83.0, 9 8 y ~ ~ o , 1 i , W w , ( , ) , , STORM DRAIN , ti ~t Ord 6 6 0• o ZO' Z0. ZO• oNN Ohs I Z,o° ; h 1 9 6 ~ h ii ' liq hw ~ L.P. _ LIGHT POLE 4 0 v 0 6• 0 Z?. ti 0. eJ h r. 1 h 2 1 1 0 9 Z Z Z 1 ~ a~ 3 3 Z I Z ^ N h 1y 1$' 10• ® 10• 19 11 • ® 1 1 I t~9 I ^ o ~ 11 h0 l I I 1NV. . = 14.51' ~6p9 U.P. _ UTlL lTY POLE ~ ~ ~ ~ ~ j1 ~ 1 11 1' ~ 8.0/ R I k N ~ M.W. M. W I r_ E h I ~ a. ~ i I p I I + .E.S. 9, W.M. WATER METER i k I I 17. ¢g' 1 M. W. _ MON/ TOR WELL r `y ypN/ ~ o 0 ~t e J CEP ry I 1 0o I ~ ~ e o Ap 1E/ h h I 1 I INV. PIPE INVERT ~ rLP v ~RN~ 0 a. o I t I ASPHALT PAVEMENT 0 UR 0 I~ m I I I S/GN EL . : ELEVATION ASPHALT PAVEMENT S.B. : TRAFFIC SIGNAL BOX R~ ~ N 0 ONE-STORY MASONRY STORAGE BLDG. ' ~ o o I I L P 0.7 EXTRUDED CONC. C B r JE X11 J 11 ry 1 I TYP. IN TN/S PARKING LOT .R I • ~t 011 W 11 ~ 1, I I I ~ I S.P. TRAFFIC SIGNAL SUPPORT POLE I I G. V. GAS VALVE l I M. E.S. = CONCRETE MI TRED ENO SECTION a ' rn 6k ti gy h ~ o 0' 1 ' 1, + 4 0, ~ h 0• 0 88.0 0~ 8 ti ~ ~ 9 I ~ y6 6h yh 1Z 91 1 h I II' O.R. OFFICIAL RECORD ~0 ~ N N 10' 1- Q g ~ 19' h' g. g. 1 • 1 ~ ~ k1 I 1 1 1 1 1 1 U.P.' ?0 1 11' I k1 i 11 11 I t i`~; ~h 11' O.C.V. : WATER SERVICE DOUBLE CHECK VALVE ~ 1• 1• 1• 1 1• g• 1 ~ 1 1 ~ ~ Ci 1 9;+ C. 0. : SAN/ TARY SEWER CLEAN OUT W ' p I I i I I I ~ I i ~ 1 GTE : GENERAL TELEPHONE UT I L / TY N d' ~ I i I ~ I.V. _ IRR/ GATlON VALVE N e PARCEL B I I ASPHALT PAVEMENT ~ SEE DESCRIPTON ON SHEET 1 W I + I I I N C.S. = ~ STREET CROSS/ NG WALK ACTT VTER ~ 1 i I P.V.C. _ POLYV/NYLCHLOR/OE PIPE ~ °o o° 1 I i C 0. S 0 ~ I ~ ' R.C.P. REINFORCED CONCRETE P/PE ~ 1 22 1 1' I 0, 1 1 h , ~ 66 9 9' ' 1 h 6 I 1 + I I W. V. _ WATER VALVE U 0• 0' y' 1 1 I 9 0 1 h p h 1 Z Z . Z 1 Z6 Q & 9~ 19' 19 I 4 0 , 9• y. y, y. y, 1 h I 1. ~ ~ 9' 19' 19• 1 I gb' 0 » 1 DUMPSTER 1 1 1 1 11' 11' I ~ 1 119 13 OAK'S » I .~-.x_._.>E.,. » I PAD 8 OAK O I 1 11 I I I 11. 91 4 LL I~ 1 METAL FENCE FOUND 1/2 IRON .,.I ~ + O ' ~ 3.00 FLORIDA PO R EASEM T 1 y1 06 9 I ~ ~ GRA INLET ' Q ( ) ASPHALT PAVEMENT ROD (NO CAP) i I' + O.R. BOOK 640 PAG 510 0 ` y' 0• , ~ WI ~ g 11 p~,( ) 9, 1y6, 1 1 1 11 t 0g i Q TOP EL. = 16.45' Z LL q, I y9 '~k ~i 1NVEL.=13.79 0 ~ 0~ , I • a1 0 1+ 9, I ~ e Z 15.0 h Z 1' 1~ • k I R 3 1 1' 1 1, I 1 ~ 11. 11 L'P ~ ' P /NT OF BEGINNING PARCEL A ~ o I Q o 1 9 4 I ~ 6 Z 96 1 6 1 I ~I X2~? , 1 ~ 6 ' ° 0' 0' e 0' y' 0' ~ 0 09 1~ I ~I 6 s 1g h 0 lr g yZ Z Z W Z 1 Z Z 0' 2 Z I ~1 ZO• ~ 19' 19. 1y, 1~. 01 1, ~ 111, ~ ~11~ „ ~ 11~ 119 11~h bp9 (f7 ~ ~ I I X R. N 89?213 W. 200 ~ FOUND 5 8 IRON " I o I Q 15 y ~9 hh yh y^ -I 3.00 TELEPHONE EASEMENT (M.) N. 89?3345 W. 200.15 RDD (CAP DAMAGED) o .I D ~ ^I ~ I ~I I 19• 3 Z Z1' 1• 1• Z1• Z1• i y I (D.R. BOOK 2593, PAGE 243) A P 0 ~ ~i ~ W.V ® i is (~!1 ~ 'F Z I W S. EDGE OF 0.5 CONC. SHALT PAVEMENT I 15.2' ' 1 ~ + CURB ON LINE WWI 1 100.0. ~ -i ~ 10.00 FLORIDA POWER EASEMENT R WWI.. I I iV + ~ III W h 0 j J (O.R. BOOK 2640, PAGE 51D) ' h of Noi i i~. ~ ~ ~ 1' 16 16 I 9 yZ NCI Z. 1. 11 1g. o o Z Z o I C I 01 ASPHAL T PA I/EMENT 1g. ~ h I ry~j + ~ry Q Z 2 Z N v~ ONE-STORY MASONRY STORAGE BLDG i W I Z 4 12.0 ~ N N r Z I 11 4.0 h 71.6 p o OI W 1, 11 1 ~h bti ~ Z I I I 0. 01 19 N i~ b o of I ~ 1 Z Z 'F ' 1~ o ~ °o oai I 1 • I 0 I 4 ~ ONE STORY ~ 2~ ~ Z ~i i ASPNAL T PAVEMENT 19 Q o ii m 1 ~ 1 15.3' 100 D' I I ~ CONC. ~ ~ BUILDING ~ 1 11 N ONE STORY BUILDING ry ry ry 19100 1.6 8" P.KC.'~ 6" P.V. ~ I 8.0 ~ ~ ~ I O ~ I I I I ~ ~ I I . ~ _ . _ - _ VERHEAD UT/LI71ES1_ _ _ , _ + U.P. rn U.P. I G YS _ _ _ OVERHEAD UTILITIES _ - _ - ~ ^ I GUY , - ^ - - - I h " 1---- - 1 1 0• GTE 43.9 30.1 1.6 ~ c ~ 1 II h Z' 30 f/- IRON P/PE 9• 30""~~'_ l1~IiPP/PF` - L .91.4 N - - - - ------a------ i -k 'GREASE-TQJ42 Z T ~ --7- 1 ' 0•' 1g'.- 0..---- 9• - ~ t -IRONP/PE ~ I GRA INLET 6 b ''6'R~EAS~-~J42 D.C.V ~ _ 9_ , - D,_ ~ I TOP L. = 1661 ~ (R.) N. 89?29,13'n w. 1oao0; ego 19 POINT OF COMMENCEMENT 1 INV L. = 13.77 (M.) N. B9?313D W. IOO.D3 FOR PARCELS A AND 8 4" p IC 19.6 1y' ~ 1 ~5 1 1 ~ - » » 8" P. KC. J o " W000 FENCE (TYP.) Z y 19-• 3 1g• g FOUND LARGE X IN o FOUND 1 IRON ~ CONC. SEWER MAN HOLE ~ » ' ui P/PE NO CAP (R.) N. 89.29'13" W. 200' SANITARY SEWER MAN rwLE (R.) N. 89?2913 W. 130 ( ) SAN/TARY MAN I y 12 1R P1P , _ - - - - - - _ _ - FOUND NAIL AND DISK LB-21 SAN/TARY MAN HOLE ~ FO D 5,1/~" IRON S EAST 1/4 CORNER OF SECT/0N 19-29-16 TOP EL. = 19.27 I M. N. 89?21'25" W. 130.17 EASEMENT FOR SANITARY SENDER (M.) N. 89?31'43" W. 199.94' TOP EL. = 19.0 „ I ( ) SE. CORNER OF N.E. 1/4 OF SECTION 19-29-1s TOP EL. = 19.05 ~ R (N~ CAP) ON-SITE BENCH MARK N0. i 30 P/PE INK = 4{16 ~_lNSTALLAT/ON AND MAINTENANCE N! & N. lNK.EI + E. 4" P. KC PIPE INK ~ 12.65' (O.R. BOOK 1675, PAGE 292) E, INK EL = 1. W. & N. !NV . EL. = 3.71 I I TOP OF NAIL AND DISK LB-21 E. INV EL = 15.43' I i i ~ 9 EL. = 19.04' Z 8 'W. 8" P. KC. PIPE INK 112.54' ~y 9 (D.R. BOOK 2261, .PAGE 623) 1' ~ , 1h' 1~' Z » ~ 10' 1 0 0 1 hk 19 1 09 N. 6" P.V.C, P/PE INK ~ 7.23 1 X 19 19• 19' 19' ; , ZO' , g. g. g ~ 1 N. 8 P.V.C. PIPE INK 12.08' f 6 1 ' 1 1 1h' 31 I I 1 11~ ~~1 -t ~ C. 0. 6 n~1 9 1 1. -f'~ 'N ~ a EAST'-WEST CENTER LINE 19• SURVEY ORDER N0.: gB2D0 ~ , FLOR/0A POWER EASEMENT W s • (O.R. BOOK 2840, PAGE 510) ' ~~s. I i i ti OF SEC]ION 19-29-16 TYPE. OF SURVEY: BOUNDARY & TOPOGRAPHIC ~ °o ~ a on/n/r n~ Qc~/nlnllnrc DA,D~'C/ Q I , , ~ Da rE of suRVEr: JUNE 10. 1998 Z N Z ~ aV1h 1g~y r vrrrr yr ~r_vrrrrrrrrv r nnv~r_ v ANI-NALTPAVEMENT m0 0 W U 1 ~ ~,4 I i CERTIFIED TO: LINCKS & ASSOCIATES, INC. N N g~ h 01 g 1g 9g g g o i AMERADA HESS CORPORA AON 1 g• 0' 2~ 0• ~ • g`~ 1~ k 8 1g ~g yti 0 1 ~ 1 11~. 1 1 1 1~ • a. 1~• 1~• 1g• 1g, g. 9h gti ~ f$ ~y1 Q iy6 LAWYERS T1ILE INSURANCE CORPORATION ~ q0?~ 1~2 5gk f' ri ASPHAL T PA VEMENT i 10SHEET TWO OF TWO (NOT COMPLETE OR VALID WITHOUT SHEET ONE) H RN ASPHALT PA!/EMfNT A BOULEI/ARD 2 CONC, CURB , 80 R/W) LEGEND (Rl - RECORD l (TYP.I - TYPICAL COV. = COVERED /M1 - MEASURED _ ~ _ ` .CONC. CONCRETE fCl _ CALCULATED R/W _ R1GNT-OF-WAY Z P: C. _ POINT OF CURVATURE D WALK - - - - - - - - - - - - - - _ WALK - r - - - ® - - - L.P. _ LIGHT POLE SO - U.P. _ UTILITY POLE ~ fU W.M. _ WATER METER ~ _ 'Z f SOD ~---~0] o M.W. _ MONITOR WELL U ~ INV. _ PIPE'lNVERT EL. ELEVATION W 0 ~ N 22" PALM S.B. _ TRAFFIC SIGNAL BOX A ~ ~ ~ 0 + V MENT , C.S S.P. _ TRAFFIC SIGNAL SUPPoRT POLE G.V. _ GAS VALVE Q ~ ~ m SOD + / M.E.S. _ CONCRETE MITRED END SECTION U L O O.R. OFFiClA1 RECORD ~ l~ O D.C.V. _ .WATER SERVICE DOUBLE CHECK VALVE ~ ~ ~ h- B r , C. 0. - .SANITARY SEVYER CLEAN OUT ~ N ~ p ~ O ~P/ GTE _ GENERAL TELEPHONE UTI L l TY N ~ N N V. lRR/GAT/ON VALVE Q ~ ej C.S. _ !STREET CROSSING WALK ACTIVATER SCALE: 1 = ~ 3 t~,- r P. V. C. POLYVINYLCHLORIDE PIPE N N ~ ~ ~ R.C.P. REINFORCED CONCRETE PIPE Y O ~ ~ T 13.5' + ®o o W. V. _ WATER VALVE V U3 I- F- lL .SOD ASPHAL 1 ASPHALT PAVEMEA + ~ 0 M. ~ ~J 0 00 ~ i w N ~ ~ 1 o ~ C ~ 3 4 + 0 0 ~ 1 Symbol Quantity Item Common Name Size ' ~ .C ~ o Q N 2 rn ~ ~ 5 Ilex cassina Dahoon Holly 2" cal. 8' ht. W l W + SOD W 1 4 Q° e p ~ 162 Ilex cornuta 'Burfordii' Burford holly 3 gal., Full ~ ~ 0 00 S 3c + ~ / ~ ~ 6 Lagerstroemia indca Crape myrtle 6' ht. multi-trunk J J ® a a o Z ~ LiJ W Q c~ E q Z ~ W O 11 Ma nolia grandiflora Little Gem Ma nolia 2" cal. 7' ht. p Z p Lit~le Gem g ~ 12s~~ ° HESS EXPRESS W • - ~i E 0 AH-37W-BGTP . c ~i ~ N 3 Quercus virginiana Southern Give oak 2" cal. 8' min. ht. ~ ~ w 0 3646 S.F. 8 Quercus virginiana Southern live oak 4" cal. 16' ht. ~ N ~ w z 0 , m 0 © 104.. Liriope muscari Lily Turf 1 gal.,. Ful{ p o p U ~ . 0 ~ I ® d d O + f. 6 Taxodium distichum Bald cypress 2" caL 8' ht. + 290 Viburnum 'odoratissimum Sweet .viburnum 3 gal.,. Full r ' W M.W. , ~ 1 O , SIGN 0 ASPHAL T + + ? t ? . t • • • r ? r . + ASPHAL T PA l/EMEN. " O . , Q t ' ' ' + ' O . O® d p o ••t o o . 7, 097 S F. ST AUGUSTINE SOD t°ua,~ + (SOD QUANTITY BASED ON CURB TO PROPERTY LINE,• IN THE r ~ EI/ENT THAT EXISTING SOD IS UNDISTURBED QUANTITIES WILL SOD ' ' NEED TO BE RE-CALCULATED BY CONTRACTOR) r 0 0 11, 079 S. F, SOD IN RETENTION AREA . + 11 0 0 (FROM TOP OF BANK TO BOTTOM) 0 STORMWATER 0 POND . o t 0000000 'e'o'~oo ~ 'aooo 00000 t•..~t ALL SHRUBS SHOULD BE 18 M1NlMUM A T INSTALLATION, AND. r 0 - - - 000 000 ~ p s cl~ I ~ I REACH A T LEAST 3' A T MA TURI TY. 0 o 0 o + 0 INTERIOR REQUIREMENTS o' + 0 Q , ASPHALT PA CEMENT C - ~ 0 36, 774 S F. VEHICULAR. USE /PARKING L S EDGE Of 0.5' CONC. 2, 207. S. F. REQ. _ PLAN TING CURB ON LINE ASPHAL T PA CEMENT 1 TREES REQUIRED; 11 PRD;I/IDED - - - - - - - - - - - --J- `-L_ 44.0' ~ ~ 71.6' p .12.0 123 SHRUBS REQUIRED; 123 PR01/IDED nl ~ ti ASPHAL ~ p ONE STORY ASPHAL T PA ~EME ' U ~ ~ CONC. ~ BUILDING , ~ ONE STORY BUILDING N ~ N 18100 1.6' REPLACEMENT .REQUIREMENTS. 0 8.0 N # ~ ~ SOD ~ ~~Q~ , ~ o ~ 17" OAKS TO BE REPLACED 4 e o0 O ^ Q + • ~ 0 , . ~ ~ - 43.9 30,1' 91.4' N 1.6 ot to o+.+ -._L._-__.1_~-- o..0 0000 - - - - - 00 25" PALMS TD BE REPLACED _ _ _ _ 80" TOTAL PLANTED 1-----«~- ~J J J J W W W W i L. ~ 7 tr I- H Z w y p Z O H ~ H Z H ASPHAL T PA VEMENT r\ t A ? q M J ASPHALT PA I/EMENT ~ = ~ Q Q = 1-~1 ? Z ~ Q II o r`v y ¢ H ? W (n ~ ~ ~ .r Z a ~ o w ® ~ a ~ x NOTE: W > a w SPREAD ¢ h S ~ • STAKE TO FIRST BRANCHES AS NECESSARY FOR W H H w ~ Vi J R W * PLANT SO THAT TOP OF ROOT FIRM SUPPORT Z ~ ~ ~ ? ¢ w BALL IS EVEN WITH THE FlNISHED GRADE • WIRE SHALL NOT TOUCH 2" DIA. TREATED TIMBER STAKES 1- J Q W D W J d • PAINT ALL CUTS OVER P Dla. OR RUB ADJACENT DRIVEN FIRMLY A MINIMUM OF F-i Q W ? TRUNKS OR BRANCHES 18" INTO THE SUBGRADE • FLAG GUYING IRES WITH °---PRIOR TO BACKFILLING y Ja ~ F- Pq W Vi Vi SURVEYOR TAPE h ~ > `4 Y 2 2 _ 2 STRAND 3mm GALV. ~ WIRE TWISTED AND ENCASED ° a IN RUBBER HOSE 6-9" PLaNT sPaaec as PER PLAN ° 2 W J W o° ~ ~ ? J A 3" MULCH FROM TOP OF STAKE p ° ~ ° ° 2 WIRE SUPPORTS SHALL BE z Mu~cll Irrsrau.Eo o Q H ? A ~ J S Q ~ RUBBER HOSE 1" DIA... FORM SAUCER WITH ~ ~ BEFazE PLaanNc 3" CONTINUOUS RIM USED ON MAIN STRUCTURAL ~ M ~ , a ~ BRANCHES a Gww W= , I ~ ~ ~ GUYING WIRES 2 STRAND TWIST ~ x ~ I I= I I=I I I - PORM sauax~ ~nTM '0 12 GUAGE w1RE ~ z ~ corn s ~ ~ ti~ FORM Wo ~ ~ I I- ~ - ~ ~ NUW RIM e ~ 3 MU(.CN PREPARE BED AS PER . MULCH rfj .I1 ~ NRITfEN SPEgFlCAnON 3 2"x4"X24" PRESS TREATE saucER ~ SPECIFIED PLANTING MIX - - STAKES -TOP OF STAKE ~ ' I ~I I I- 6" ABOVE GROUND -11 WATER & TAMP TO _ - J REMOVE AIR POCKETS i sPEaFlED Pu»nac - _ I I _ 11- I -1I =1 I ~I I I. M.%. WATER ~ TAMP _ _ - - TO EMOVE AIR SPEGFlEO PLANTING MIX i.~r I I - - R WATER & TAMP TO _ Iml I -I I ~ I I=I I I PDCKETS 4 REMOVE AIR POCKETS --I ~ ,-III-I I I I ~ I 1 = I~ (I=I It~lt~ll~ll~ ~ . NOTE: x'1=111=111=1Ili_~iII a 2 x BALL DIA, 'iT STAKING AS REQUIRED 2 X BALL DIA. GROUNDCOVER PLANTING DETAIL DETAIL SHRUB PLANTING TREE PLANTING GUY WIRES MULTI-TRUNK TREE STAKING SCALE: NOT TO SCALE SCALE: NOT TO SCALE TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE SHEET. Vsp.