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FLS00-05-37 FLS 00-05-37 CORNERSTONE OFFICE BUILDING 2764 SUNSET POINT ROAD z I l..---....==::~~ \~_ i j-J C I T Y 0 F C L &~A:;Jl;~~:l\ T E R ~ ~. .......... \, ,/~ '.t,~-~,..,... " ..:., PlANNING & DEVELOPMENT Sl!~~t~:rRAin8N POST OFFICE Box 4748, CLEARW~-r!S:'FLO~~ M75m47:4$ {t r,. MUNICIPAL SERVICES BUILDING, 100 SOlITH M~irr~N~1~.w~R'~f~JDA~3756 TELEPHONE (727) 562-4567 \, ~..;f:,-'W~)r\;/,lJ 'j, M "! Cd ....ill'. ,. .' " ' ,'.' " ~ _.,. T. . C;-'\It ',,~ 1)0:. ',~ ":~ j:'....~~ ..~h';;.>' /;' j, "'':'''',L~ij?:.''i[~,'' ..~ t-D s '. 't- o,!.'!..... . 1934 Soule Road ______ Clearwater, Florida 33759 F I L E ________ RE: Development Order regarding case FLS 00-05-37 at 2764 Sunset Point. ., September 5,2000 Cornerstone Communities, Inc. To Whom It May Concern: On June 8, 2000, the Development Review Committee (DRC) reviewed your application to reduce the side setback from 20 feet to 10 feet. The DRC unanimously recommended approval of the proposal with the following conditions: 1, That signage comply with Code; 2. That in the event a medical office is leased on the site, parking shall meet current Code; and 3. That an ingress/egress easement be secured prior to the issuance ofa building permit , I concur with the findings of the Development Review Committee and, through this letter, approve your application subject to the above conditions. J A building pennit shall be made within one (1) year of the date of this Development Order (September 5, 2001) and all required certificates of occupancy shall be obtained within one (1) year of the date of issuance of the initial building pennit. Permitted time frames do not change with successive owners and an extension of time may be granted by the Community Development Coordinator for a period not to exceed one year and only with in the original period of validity. Please be aware that the issuance of this Development Order does not relieve you of the necessity to obtain any building permits that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any pennits or licenses that require this prior development approval. If you have any questions, please do not hesitate to call Ryan Givens, Planner at 562-4504. Sin...cerelY yours~, . .' ,:~~ " - Ralph Stone Planning Director IIMS2IPDSIPlanning Depar/mentle D BlStandard FlexlPending CaseslSunset Point 2750 CornerstonelSunset Point 2750 DEVELOPMENT ORDER2. doc ONE CITY. ONE FUTURE. BRiA.]'; j. AUNGST, 1vtr.YOR-COMMISSIONER j.B. JOHNSON, VICE IV1AYOR-CmIMISSIONER ED HART, COMMISSIONER * , BOB CL.\RK, CmlMISSIONER ED HOOPER, COMMISSIONER "EQUAL EMPLOYMENT AJ\!D AFFIRMATNE ACTION EMPLOYER" I ~Best Colt Avai.:-- \'1' I I I I (f) ,~ ~ I ~"l fT1 I; ~ I r fT1 < ~- !? I-W SN'~9 .s9t1NltI~(J (fO/J.' Qttlo-,-3?Je-J Lane palnt nn. lane palnt line t 11n. ob~. .'i.. l\. ~ ~. .;; . Jj . " ",e .~ "ll\. " to!t . ~,\.i.\ !? i.\ '\ a- 0 Il' ... ~ !> .." - or; Ii o ;;, o '\ . "'1 ~o o , . ..... .", . ~ . . ~.. ~~ .~ 0 20' VEHICUlAR EASEJIENT" ... . (o.R. 4110. PG. 1001) ... . . "'.... ~ .~ . , 'It.. . ~.... . tl h~~ I:l '\; ~i~~ i!l1:e~ ~... f'l!l ~i': " 'b"h ~ f p !? a- i ~ :l ~ Ii :l . I I II I .: : II I I I II I I I Ii i .: I .1 I , . I I d 5 I.n. t..i ~ lei ~ ~~I 'II~I I...II~~ ::;) ~!5 lol~~ ,mli~ w 1..11 ..I 1>1 I~I I I I I .1 I I I I '0' '" '" '\,'b ,. ('" ,,<,-. ",$f. f') ~ '" ., ~, """. "'!>'t>. ""l>.!-. 6j,.. '" . ""-q,. ""C).. ~. ".t'. 0,.. ~. (tOOt ':'kf 'Oll*, ,ra) lN31'!3S'P.3 1fY1rr.:J11-BJ1 .O~ .to,,,. ~~. ~, <".;-. '?> J.. " OJ.. Ir;,~. /~ em. (0 l. '&t..I>...b M./1'g,mlo s . 11 . .. ., o bO . .. o .0 '0 ~ .. o tl ~ '!! o .... '" . .Y <3.'" ~ ~ '2 ~.~g .. .8 ~ .~i: '. ..N .. . -. ~. .'!! ~ .'~ . b. -"19. <"<" (f'~ '..... . '.t' .roJv N ~ . 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Ul o.J '0' ~'O ~--:t':' ."/' 0- .\U- ~ ~\ ~~\ .~~\ o/. f.' 1- \ ) \(}I t':', 5 ~I I .uJ I ~I o!: I ~I - - - - - - - - - ,:'- - - ,. ^ '" IY\ - :10 . U-t t:) I >J f..." 2/3 H .12J oN -;, I J , 3-N :2\f1 {1)(i o lL ~ fC~~>~..~" "";">i{' , C!_~!!i"- "-) <? ~:! r--- j 8 j ;; ~~:: E~::-~.i; C,) '.. C':..., " ; ;;;,; i C::'::'1; ('1.:::;'(; ?,~.:. :;./ ~ Ili~~;.i ~..., :::> . "i ~~~!if' <(J ~::;.~.: ~:<'.>l ._.:---..-....''''''...-...,. ",' l,' (~-_ .'yr-....] :.:~ \ L:~~~~L_~LJ "-.9 -..9 b-tO ~ - o 0 00 o 0 27. ~ III a:t~ D~U1 ..J5J wlfl v'ir 2=- U10C \1. (d) ,'l-t I ~ I (1) ,2+ "-VI N\ "i>+ , It ob~ N ()\ . {><; ,bt (I 6B N Q uJ tl:! CI ~ a ~ \9 1l1::J H dStf - -.} ..... ., / . ), Ui.'"c-.F; 2 (d) ,b~Is:.? (J;'lnlf:lw).qg IS2 ~ I"' 'J) 5~ v' I! ....CO ... ~ t \X'to I \ t -~. .. ''j:.) ~3_! . }....~"'" ~ 10 - I HC)I21 .001 ~-_.., ~=3 .. C;C; .Le 0 b~ c, ~3 "t-..Z I Cl ~ bra <; ~~ \l)~ E..u ::?~ 5w u.. l.l.a' III o~r ~ W;j ~3P ~ ;;C l- - ~ - ~ \I IIJ :z~\- .J~I/> Q~~ U:ZIU -;l"J ~ ~ \J ~ V I '. . t\ . -.9 t<) c5 0- :- tJ :.r r- ~ . N Sf' IClOQ . ~ - - tn ~ "2 L ,Goos _~I "3 ,So ,LI..oo N I I (d) ~L<; . . (l''V'oH J-... lr~ nc>'J ~.~ SITE PLAN FOR: CLEARWATER, FLORIDA VICINITY MAP rr~r-~~ ~r i I I' ~/r'--'~rACK8<*_~ E ~I ~ff~! J?~IW~TON /7. . A-I'; ~GAD'~:./~IZ(C:\~~TON rr-\. 7 J( ~c ~ ' )rLEOlf I. ')1 \... . ~~ U/ ~ - - --" ,~ - '-n. 'UWANNE~' IIlAKEIl _ " t LIBEIlTY rULLA ;cJ.l~"YLOR I \, '" L ~ 71 ' OUL1~-r;-...;..... .:f - ~"y~\ I" ~~ n:y - -" -r ( .1.1 Iii .I.CHFWr ALACHUA r;UTNAM DlX. <---L I 1- ..,.. / -T-t,)--",,! ~ LEVY I llARIOIII ~1 ~ . ,...J -..;;;'" Eo-.. ~ c ~ IC~?~~T I .- ~ Eo-.. ~ C ~ N.T.S. N.T.S. LOCA liON MAP DUNEDIN ci ~ :z o (/) ~ 19 CEDAR ST. 4th ST. MAIN ST. ,.; c5 590 DEllWOOO 10th AVE. S. .; L_ l~J ;~ <5 SAFETY HARBOR PROJECT LOCATION PREPARED FOR: CORNERSTONE COMMUNITIES, INC. 1934 SOULE ROAD CLEARWATER, FL 33759 (727) 791-0600 PREPARED BY: CONSULTING ENGINEERS 5300 WEST CYPRESS STREET, SUITE 300 TAMPA, FLORIDA 33607-1066 (813) 877-7275 (VOICE) (813) 286-1207 (FAX) .:~~~~'a)~V~:' '. ~- ~ '\\:U.Hll'.'" ....r;a'" - TI .,. "I"~..~ "'. .",,,--~_.,,,,~.~. "':.........';, '.'".... J.., .... ....:~Jfi-'..:..ti.f-;.,.... I J ,. r.J C!ir [iO:' i;r,bj, .rl'\l*l"',' I fi e ~..{h j ~ . ,..:..:\: '.::~.\.\ d.#V'\',;,: :J. _" ~ _ '. '1 d~~- " ~- ,~.. r" ~ J ",''; I lJ r"':::"'. <F,' t": "''''. "'." >... .'.,. ...?c,-,~._-:" '1". ,n . '\1"" -...: .- ::.-~ ' , t\.... ':j' .........' ... 1- j{),~#; I) ""'<"r. 'J ,m -. \ -.::. .'. kk \ [1 ' '" . .-de.! c-r" 'rJ" f/' :::'::. ,b ' t..~ , Lt. S. ~-r':\'~' ,1 j,-} '~A' ';1':.....H'.:.-1l~', ("..[~.': ,,-(Ie: '/ I I. ';~~.\(\. ~'Q!! '.l-_;;;t.... <"'>. ..t..'....;. ;:-"':f'.' '\ .:' L ' "~\~ 4Cr.. ...t !~.~~,~' ~ '::L E;: F ". f' ~!l :....-J _! ..... ... vJ. I~_" .. ~x -"'i w; _c't' l '~"\~'~.. ~-:r' ~;~, C~ '."t::f b.._...._,_,.. ~ ',- ". .,.~, -.:1;:':1:"\' PL\tjt'J;; ,~ ' \ 1\~..y"~f..C;l.-...~v'''.(s - .",..~._,~D"I~ 0:.... ." ."Aj ,~~:<::"_~.:' .~. ',\' -'~" INDEX OF DRAWINGS COVER SHEET EXISTING CONDIT:ONS SURVEY SITE PLAN '\A I (~F~ () r: I (~f., E: l o 1 2 3 PAVING, GRADING, DRAINAGE & UTILITY PLAN LANDSCAPE PLAN & DETAILS s. GENERAL NOTES DETAILS 4 5 6&7 S1"TE PLAN APP,l<)VED CAse ~ _E!:lJZL?l':~? CASE lYPE _fL~,,~~_'1w,._... ORe DA'fe ..--~J:.~e~.uw~.__ COB DATE __._. ():=_.~~..~_ SIGNATURE -4-~,"~.:~_ -;z DATE ~.S'~n -;;:...;e:._........4.'~.'oE'...'\v..~..:.doli,"::...$~ 08/16/00 07/26/00 2.3.4,6,7 2,3.4.5.6.7 VMH VMH SHEET NUMBER(S) REVISIONS CORNERSTONE OFFICE BUILDING CLEARWATER. FLORIDA JOB NO. 100-992.00 DATE: OS/25/00 SHT. 0 OF 7 DATE BY: n\~\ i;~^' 7!~ ~:~..~~ :.~:~T'~~l P~["O'A~iJ 22 J "Ii ,U c-l \ "I', ~~N.:-~""";'CS I f"j.l. r'II.'!. .' '. .,i .~_~ .. ,. ,J. . .' ..__...._._..... ........... ....,.,......~..""'"". ~,'~_......-_..~~~------ PINELLAS COUNTY, FLORIDA LEGAL DESCRIPTION: ELK'S LODGE ~ ~ ~ C ~ ~~~\ EPt i w , u co ~'l.t ~ .,. BEPt I .-' EP ~NCIO ----------~J!lfp.$~P3, ~ ~" ~ - ~ BENCHMARK <hWl! : G ELEV.= 68.34' : ASPHAL T PAVEMENT ~~ BEP4 #, ~ ~o ~'b' BCL27 ~ S.P.K.D SECTION 5 TOWNSHIP 29 SOUTH - RANGE 16 EAST UNPLATTED A portion 'of Lot f, THE ELK'S as recorded in Plat Book 95, Page 90 of the Public Records of Pinellas County, Florida, lying within Section 5, Township 29 South, Range 16 East, Pinellas County, Florida, being more particularly described as follows: BGSB c.o o . C":l co Commence at the Southwest corner of said Lot 1; ithence along the South line of said Lot 1, S 89027'24" E for 836.31 feet; thence N 00032'36" E for 200.00 feet; thence S 89027'24" E for 112.29 feet to the POINT OF BEGINNING; thence N Q6038'54" W for 63.85 feet to a point of intersection with the existing Easterly Ingress/Egre'ss Easement line as recorded in the aforementioned Plat; thence along said existing Ea.sterly Ingress/Egress Easement line for the following two (2) courses: (1) N 20059'08" E for 21.39 feet; (2) N 06038'54" W for 182.54 feet; thence S 89041'44" E for 169.26 feet,' thence S 12036'14" E for 83.06 feet; thence S 00018'/6" W for 64.44 feet to the beginning of a curve concave Northwesterly,' thence Southwesterly along the arc of said curve, having a radius of 100.00 feet and a chord bearing of S 29026'54" Wand a chord length of 97.40 feet, through a central angle of 58017'14", for 101.73 feet to the end of said curve; thence S 31024'06" E for 40.79 feet; thence N 89027'24" W for 139.55 feet to the POINT OF BEGINNING. 20' 0' L--J--~ - -- 20' 40' I Lot 1 BGS7 18' OAO BGS20 14' OAK s: ~ '" "00 ~ 1:>.1'" to ro~' BCL230 ~~ roro~ &D ~kt,'ll, roro~ EP~P1 ro~ ~? roro. BCL2 r 6' CHAIN LINK FENCE .... c{) '0 00:; 6 3 ,\'0 b,ro ~ ~. 1J~S62 ",. BCS58 S61 1'1.1\ P39 rov M (\j . .P. 5/8" t~ ~<\. ~". BCL26 S 890 41' 44" E169.26' , '{JJt loo,BG~8' OAK BFN 8 h..4 ~ 8' ~~KOV 'oo,~ OAK (!j'ELL ;~EP42---~lE0n---~ ~~(yBCL28 ~ . ro'b' ", ro'b~r,P-4f1..-...... ro ASPHiAL T PAVEMENT ~~~ ~'b' ~ BCL3 "J~ ~BCL4 . ~.~-----____ ~ ~<\. 'b ro'b....IbCJ> ro BEP47 ... ~ H'__. 8' AK18' OAK 48 ~ . BEP() . EP66 o ro'b~ EP62~ roro~ EP4~,><OB?~P-8N O~? EP49 ro'\~\cLi"~ Ei18't1GS82 l'...ro~~BCL25 MONKE~BARS S~E l'..."~ v AU un lIuulI v 15' TW'IN OAK 00 b 10' OAK 'o'o'\GSB4 EP89 SCALE : ,.' ==20' RR SPIK B "3rprif R BEP96 STORM [NL TOP ELEY.=- 61.52' [NY. ELEV.=- 59.47' ~ ~CLf4 PK&D TRAV.PT, ro" LfS ="t ~r2 nn~~PZB-.=--.-------.~%/r _-----;~P30 ro ro ~ f..'b 1:0 ,:" BCS29 0 lcs,:i12 ! Z S 89027' 24" E 11229' '/" . I.R.C. 5/8 , ,\<0 ('\ ro'" EP50 p'o' ~~BGS69 Ol~~:ij~K n o TETHER BALL '\<\. l2' IRIPLE OAK ro~' EP59 ~ ro'" BCL6 ~ ro~ ~'B~fl3 EP68 ~" ~. ~S60 ~ 24' WIDE INGRESS/EGRE EASEMENT PER P.B. 95, PG. 90 IbOAK EP88 14' OAK ~~ E?<'Q O ro ' v,~ ~~. BeL7 ~~ ,,<\.. BCS57 ~ !\~ ~ BC~~CS53 ",. B~~. EP:JI ... ~'t> BCSt4~ 010' OAK ~ ro"~ B9;5'lfAK ~ ~6' OAK roro. EP36 Containing 0.99 acres (43005.34 square feet), more or less. 12' 8' OAO 8' OAKQ 0 6' OAK 'S ~ro' 'b~ ro~' F.l.P.C. 0/8" "LB 3889 ~ - ~ '" e....! ~ ~ co 0 "4 e.... ~ ~ ~ 0 co ~ ~ - .. co ..... ..... "4 0 0 e.... '0 CI) ~ 1. This survey must bear the signature and the embossed seal of the professional land surveyor in responsible charge of it's preparation, otherwise the survey is not valid and is fo'r information purposes only. 2. Bearings shown hereon are Plat Bearings based on the South line of Lot 1 "THE ELKS" according to Plat Book 95, Page 90 of the Public Records of Pinellas County, Florida. Being S 89027'24" E. 3. This survey was conducted for the purpose of a Boundary and Topographic survey only and is not intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency, board, commission or other entity. 4. Underground encroachments, if any have not been shown. There are no visible above ground encroachments to the property except as identified and shown hereon. LEGEND P,O,C, = POINT OF COMMENCEMENT PHB, = POINT OF BEGINNING o,HL = OVERHEAD LINE F,I.P, = FOUND IRON PIPE F,I.P,C,= FOUND IRON PIPE 8. CAP F,C,M, = FOUND CONCRETE MONUMENT S,I.R,C,= SET IRON ROD AND CAP 'LB 24' S,P,K,D,= SET PARKER KALoN NAIL 8. DISK'LB 24' = GUY ANCHOR IJITH IJIRE = LIGHT POLE = MAILBOX = PLAYGROUND EQUIPMENT = POIJER POLE D = HORSESHOE PIT = CLEAN OUT = SIGN BSLP36 ""t '" . ~ co - SURVEY NOTES: ~s:>~l1)71 to 12' o.AK ~ + \0' BtgS81 EP70 ~}~ 6' ~~~ IQ BCL8 t_o, B OAK 10-" 8' OA ' OAK BGSl ,~ b, EP5(;:>' BCLt9 a ro . <?'1 TREE62 10 ~ BGS 8' OAK ro&" BEP86 A PORTION OF LOT 1 "THE ELKS" bo."<O (P.B. 95, PG. 90) tp' PUBLIC RECORDS I4'B..DA~B P8S OF PINELLAS 0 '})o/+BG5~UNTY, FLORIDA '0 (;) ro~' BEP7t ~ ro~' BCL9 ~ ro~' BEP34 ,_~~CS46 ro",)' 6' OA~ 8' OA 14' OAK 8' OA 04' OA f.(.3BAri(' OAK 'b'\~' OAK ro~' B , 4. 0 14' OAK 18' OAK 5. This Bbundary and Topographic survey was performed in the field under the supervision of a professional land surveyor. I 6. This ~urvey was prepared without the benefit of a Title Search. 7. This surveyor any part thereof shall not be reproduced without the written consent of PBS&J. O~ March 28. 2000 ~ ~. EP92 12' TW'IN ot) 0,1 ~. BGS74 BSLP38 16' OAO , WIDE INGRESS/EGRESS E SEMENT PER P.B. 95, PG. 90 ~\ 10"" BCLf 3 ~ \ ~~ ro"J'? ~ f1 ~"J 014' OAK ~ ro"J. BED'1ISl+ ~~ ~~p BCS42 c(j. ro ~ ~'\ ~. BCS44 ,.,. = 58017'! 4" L = 101.73 R = 100.00' CH = 97.40' CB = S 29026'54" W I 8. Originating Benchmarks were standard Florida Department of Transportation 6" poured concrete monuments based on National Geodetic Vertical Datum of 1929 and described as follows: ! BM f 5-96-C-06: Found 6" poured concrete monument w.~th F~orida Department of Transportation Brass Disk stamped" 1 5-96-c-06'. Located at the Southeast corner of u.s. 19 and Sunset Point Road. Elevation = 81.748' 11M 1 5-98-A- 108A: Found 6" poured concrete monument with Florida De:partment 01 Transportation Brass Disk stamped "1 5-98-A-1 08A . Located at the Southwest corner of McDonalds Restaurant at the intersection of u.s. 19 and South Drive. Elevation = 68.448' BSLP39 B3{.(ltO " " '. 'b~ ro"" BCLt2 8' WIN OAO ro<\.'t>\ CS 4 t 2,9' LOT 1 LOT LI b,~ ro" ~,j~AK 31024'06" E 40.79' ! Onsite Benchmarks are shown hereon and described as follows: I I BMI: Set railroad spike in asphalt pavement Elevation = 60.48'. 1 ~'1; ro<\.' BCS33 BM2: set railroad spike in asphalt pavement Elevation = 68.35'. @ 2000,PBS&J, All rights reserved P.O.C. SOUTHWEST CORNER LOT 1 10 e 10 Ml i~ BENCHMARK "BMt" iC) SET RAILROAI? SPIKE IN PA VEMENT I~ ELEV.= 60.48 '~ ~ ,co r:: "4 I e-, h b C) C) "4 ~ BCS30 "J~ ro~' BCS35 ~~ ro~' BCS36 I hereby certify that the attached Boundary and Topographic Survey shown hereon is true and correct to the best of my knowledge and belief as recently prepared under my direction and that this Survey meets the minimum technical standards for surveying pursuant to Section 472.027, Florida Statutes and Chapter 61GI7-6, Florida Administrative Code. PBS&J LB 24. P.O.B. N 890 27' 24" W ro~r!BCS34 139.55' N. 4" X 4" " /DI5YlCS~PETERSON" UNPLA TTED ..... e.... o S 890 27' 24" E 83~.31~ S UTH LINE OF LOT 1 WILLIAM H. FULGHUM Professional Land Surveyor #4993 slate of Florida Date Signed CLIENT PROJECT TASK ORIGINAL 04/05/00 6 JOB NO. 100-992.00 REVISIONS: 7 DRAWN 5300 WEST CYPRESS STREET CORNERSTONE COMMUNITIES, INC. CORNERSTONE 1 8 DESIGNED SUITE 300 2 9 CHECKED TAMPA, FLORIDA 33607 1934 SOULE ROAD PROFESSIONAL OFFICE 3 10 QC Ph. (813) 877-7275 4 11 CLEARWATER, FLORIDA 33759 NOT VALID FOR CONSTRUCTION SHEET 1 5 12 UNLESS SIGNED IN THIS BLOCK ~~ ~ ~'~::P ~ I ~ #~ I ~ ~J-0~ _ +- _ _ _ _ _ _ _ _ _ _ _ _ ,';'- _ _ _ _ _ _ _ _ J ~ _ _ _ _ _ - - - - - - - '0'0' '0'" 'ol?)' ~'o'O' I /' I / I ___+-------~-~_i.'O"I?) 'oV)1' I '0'0' '0'0 '0'0' /'0'0 7 /' 'ol?) ( 1 '" "'" '0'0' I ~~ or ~ ( ~ I '0;.1' '0 ~ "'" ,/"' ......- .....-'0'0. - - - - --- '\~ ~'o~ \ I {) {) /' "" /0 /" "" '0 I ,J)<~ 'o...r(; I "" "" J->~ ",I?) I" I. ~. 'ob' ~ c~ ",,/ "" I G:> ~ \ ..v"" "","" I ...~ '\. ......-'0<'. .?' "'" I '0 ......- \ ......- . I ~. -~ 4""~ I \ ~'o"" ........-c.... O'~ I \ ",..-"""- Q ~---,*,,-- I 'O~' I \ _",..- ~"). 'o").V ........... OJ~/ /' /'""............... "'" ~. / 6" U~~DRAIN \ Y7- .'Y-'NV ELEV= 63"70 I / \ ......--'?O)r--~ \ 'o",J ! '0",. \,/'" ",..- '00' " \ II ."1 * ~ '\ (~~,,~ \ \ I '?O)~\ \ 'o0'}'\ I \ I \ f 0 I \ \ \ -s. I I \ I ~':'- aL II I I b ",'6\ \ \ I I \ \\*~ \ ~"* I I I 'o"'~ I \ \ V)'O' \ \ '? I Y \ \ I \ \ I I I 'O''''~ I \ \ \ 1 \ I I 'o''?'] \ \ \ * I \ '?",1" 1 \ 'o,?'t \ \ ~ X 1ST I N G \ H 4'4 s roRMWATER! ! \ \ \ \ \p 0 N 0 I I \ \ I \ \~.;. I I I \ I II * I ~\ I: ,"'t I \ ~ . 'o<:>~ \ \ \ .J I I \ \ \ '0+ \ ,?O)'/ I I \ ,,'\. \ ,?I?) I \ I II \ '0<:> \ 1 * \ : I b~ ,<:>1 ENDWAll\ ,I \ 1:)\ /~c~' ,") INV, ELEy\= 57,26 ,?OJ'Y ~ .. \-. 'o'Y ~"./ ~. '\ \ _ ]1 ...B. C. P -'- _-\- - - <0"-' ~O) $; ,?OJ'" \ 'o()'I.;'i\ <:>'?~ \ \ ~<:> 'o<:>'Y cjJ \ \ '0'0 G:i \ 'o~ 'o~ '0<:>*' ~~ \ '0<:>' I "- 'o~' \ \ ':i I '"' I ~ 'o<:>~ \ \ 0 V)O)' "," '- ( '0" '-.. "- \ )" \ -s. V)OJ, '-.. \ <:>"?\ I I, '0' \ f I J ~ '0' \ 4>' AINV. ELEV=I.5781,?OJ' " "-~ \ \~ '- \/1" , fo"'" \ \ . I ""-.. " " <:>1:) \ I" , ' ~ \ '0" \ / I ,?' ' ~. b"" , \ \ <:>Y+-- ___ I ~\ I '0 ", ,?OJ'""", ....... EXISTING~] \ ~ I:) I ~' \ , , IN\r: --E:.L~.= 59.27 ~. \ . * I _ \t --==)--) W 0 ~ '- V)O)~ , '0<:> I-~ . ~ '( '0 .... , , \ \ ,<p~ \ I . I '0,'" 0 ' , 'o0~ _________ ~. 'o<:>'}~ ~ ~12"RCP I ", ~ \ '0<:> '-.... I I 'o'~ \ 'I........ I I 'o\:)' \ \ \ STORM INLET \ TOP ELE= \ INV. ELEV \ \ <:>~ G:i \ I I \ \ I I <:>. I:) I \ ~~ I I \ \ I \ I~ J' I I I I I I I Q I I I I "'.... ~. '0 I O.H.l :1 Io! I \ I I \. LEGEND TYP TYPI CAL H/C HANDICAP R RADIUS R/W RIGHT -OF -WA Y ~ TRAFFIC FLOW (INFORMA TIONAL ONLY) 0{] AREA LIGHT 6 HANDICAP PARKING -_..-......~-_.....~ .....,,_... -"'~~,""" 1\\ \. f2"'7!:.. 'j -r;:' n -: n..1 'I.".~ r-. \. \ I f1 1[' I. i:. ." \.1 i ,'. . I J0\\~l-:::::'~. i; 7 2, - \1 \ ~i..l'..J __ -- ; ~ / ,.:~.\~~~' ../C8 rl-r,..,;I..., i. . . ,\ C" ,.. . __._.___ .--.-..-- __"..';.....o...-~----_.~_.......--~ (j -\ ~~ ~'v Y ~'" ~~~~ '<; (j..;y Q'* q.~ ~~~ ~ ~ ~ (::) ~ TYP. TRAFFIC PAINT DIRECTIONAL ARROWS EXIST. d~ 6' CHAIN LINK FENCE ..-...-...-. -... ...-... x x x X U <( CD 'b ~ N Vl 0::: <( W ~ ",. RIGHT-OF-WAY ~;~ '0 CENTER LINE PROPOSED EDGE OF PAVEMENT /'" . . \ . . \ \\ . ~ ~ \ ~~:'\ :~~ , ~ \ il' '0 ~ P/ //1 PROPOSED INGRESS/EGRESS EASEMENT -...-...- PROPERTY LINE ,,~ ~. o /'" ......- /'" /'" e>---<:"""" 20 40 I 20 0 G-_-J---~ EXISTING EDGE OF PAVEMENT ~ '0' '0 I' . · . ...\ ~ : .~ ,"-.: " 1..................1 . , . . . , . , . , . , . . , , , . , ,,,,,,,,,"',,,,,,.. ........."........ ......,,,...,.,..,, . . . . . . . , . , . . . , . . , . . .".,.."""...... ....",.",...,.... PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT 'o~ '0 SCALE : tH==20 SAWCUT & MATCH- EXIST. DRIVEWAY o ERe PROPOSED EROSION CONTROL 'o~ '0 "",cJP Iil PROPOSED YARD DRAIN ~cJP '0 (j -\ ~~ ~'v Y ~'" ~~~~ ~~~ ~G q.'> ~~0 ST- ..... PROPOSED STORM DRAIN ~p '0 'o~ ~. o ",1'- '0 ~ '~ > PROPOSED GRASS SWALE o ~~ ~ o o SAWCUT & REPAIR EXISTING PAVEMENT ~~ ~ ~ :';). '0 ~ :';)~ '0 0 C@ ~ 0 i~ ~ I II ~I . ~. ; . . . ~ SITE DATA TABLE: TOTAL LAND AREA: 43,005 SF 100.00% VEHICULAR USE AREA 15.395 SF 35.80% BUILDING COVERAGE 8.840 SF 20.55% SIDEWALK AREA 1.159 SF 2.70% TOTAL IMPERVIOUS AREA 25,394 SF 59.05% TOTAL PERVIOUS AREA/OPEN AREA 17.611 SF 40.95" o 'o'?' 'o"'~ ,,>'" '0 ,~ .... '0 ~" o ,,~ ~. '0 <o~ .... '0 EXIST. S' CHAIN LINK FENCE SAWCUT & MATCH EXIST. DRIVEWAY PAVEMENT ZONING - OFFICE (0) DISTRICT (PROPOSED) INSTITUTIONAL (I) DISTRICT (EXISTING) EXISTING USE - VACANT/OVERFLOW PARKING PROPOSED USE - OFFICE PROPOSED FAR PROPOSED ISR BUILDING HEIGHT 0.21 0.59 19 FT I I (m'\ --..../ I I I I I I I Y 3' CURB TRANISTION TYPE "D" CONC. CURB . . . '0'''1 . . . - - --f1I- - -\-- '0" EXISTING i STORM INLET b (TO BE REMOVED) ~f: top ELEV.= 61.52 . INV. ELEV.= 59.47' : . - . . . - . . . - . . . --L...::::..._..._..._..._... ...-...-...-...-... I i-I I I I I I I L--,--J__I__l J I I - - -l_ J - _1_ -1 SITE ADDRESS 2764 SUNSET POINT ROAD 51 ~5g-.T= ":~50= "'~ '0" - -.J PARKING DATA: PARKING REQUIRED: 3 SPACES/1.000 SF OF GFA 8.840 SF /1.000 SF X 3 SPACES =- 26.5 OR 27 SPACES PARKING PROVIDED: =- 37 SPACES (INCLUDES 2 HANDICAP SPACES) o ~ ~"'o,)-.!- ... 0 "'-"'-"-"-" (~rL - - - - - - - -<}- - - - -~'>~ - - - - - - - - - - - -",""'- - - - - - - - - - - - -rJr- - - -1.5'x4'-RIPRAP_PAf)- - - -<8- - - - - - - - - ---:-. S@]; I I I - --- -- - - --- - - - --- -- ---.'- -- -- -- - Rc... - -- - ---.l~- - - -- -- ---'o,j--- -\ - I I I I ~ I I I r''?~ I I I I \ \ I .... I '0(;)" I \ c, y ~~ O~~ ~c, ~ v~ <<; ~~Cj ~~~ R:- (j (j <( (j ~~ ~ ~'" ~ k-O <<; ,,~~ ~'" c,'5 \ \ \ \ \ CLIENT PROJECT TASK ORIGINAL OS/25/00 6 JOB NO. 100-992.00 REVISIONS: 7 DRAWN LA EVANS 5300 WEST CYPRESS STREET CORNERSTONE COMMUNITIES, INC. CORNERSTONE SITE PLAN 1 7/26/00-CllY /SWFWMD COMMENTS 8 DESIGNED VMH SUITE 300 2 8/16/00-CllY COMMENTS 9 CHECKED KEZ TAMPA, FLORIDA 33607 1934 SOULE ROAD PROFESSIONAL OFFICE 3_. 10 QC BB Ph, (813) 877-7275 4 11 CLEARWATER, FLORIDA 33759 5 12 SHEET 2/7 I I I I I I EXISTING 6" WATER _______________ ! I EXISTING WELL TO REMAIN ~ I I CONNECT PROPOSED 6" Py' C _1 FOR USE AS IRRIGATION I", WELL. I '0,\'0 ~ EXISTING EbGE WATER MAIN TO EXISTING I CONTRACTOR TO PROTECT I I - - -",~-r - - - - - -~r - r -),,'o~ OF PAVEMaNT ~:~I~~' L~OC~TT~~~Tg~ TO l' I DURING CONSTRUCTION. I I /' 'o~ I EXISTING MAIN. ~. I PROPOSED YARD DRAIN I I 4' 'o'?~ /' /' '0'0' ~ - - - _ : 'o~<;v'+ G) I -J ~E (;) 6!'~~.32 j ,J.[.6' ~~~~~~~~K.flR~CbRAIN II II !\' ~. ~ /' _ .....-'0'0. / _ ~ --;. -------- ________ IE (SW) = 66.15 GE = 68.13 .,' 14" PI Nr;i=:. {)~18" PINE ,/ .k.~"'- I IC - ~ - 10..'> -------- -------- ..-. .--. ,~_.= 66.46 I I ".- ,..., ...............c.. .-... ...-..-....~..._...-...~.. ...-...-... .. .--,......-... ,./" "T - ~'" ..~ ",'0' ~"t;:::-- U'C · t.1-<l1;' e I I I ",,,,~ I Q ,/,/,/ ~-Y 'o'o<;v'b '" '- Lf - - -_ ---;: -:-":,5 - - - -'o~rr;. - - -LA"NDSC,a.J ~,A~~: 0018";;-CAf<":::- _~2IC~~V ,.J'y~~WELL- - -1-1 - :..~ ~<(~~ ~~~ - -\1 \.. - - -j i J., C~\ ",'/ /' "\ ,~\_ 24 OAk _'1. - ~ ____-~ .0. .J:fJ 0 \ ~.~ ~ ,/ , ,/ ~ ____ OS" ~ "'tb.... ~.;. r 1"I.a. ~ y -.... . I;tll C'4 g? \\ I I ~ II .v /' ,/ '0"__ - · .. ~ _ G) t tJ f '0'0', \ ~ ~ I I ~~ '\ -~. ,jY - - \ ~ ':." 'I q,~ - "-..... .J '0 ~ ~ · · <1". -~// ------"". 18"" OAK / ~ '=>-.2<' _-6- D \\ ~~ \>~/~:,,::::::::,::>,>:':::T:1"(~~~:r,:'~~' '\' 1~ L 5200'<3'''' <> 'l!4.l.f "..~ \~~~ i! \ ._~ 0 ~ .... .. .. ....... .... .,. ,. .. . ....'.'!,'.,.'~ "--.'. -53 LF'8" Pvr-_~>l' .~ . .".".".""" .... ..".,,, . '" v"",',:.. ). _v. '0 VOv \~ (" I I \ - ...........'o~ ~ _ - ~ _~ 'o"J" 'o'o~ 'o'l~1 . ..::::: ~.~~,>S;:::,:::::: :::<o~L,:'.: .::::: :::.::: :::-:,' :,> ':'::Y:""':T:~~~' '. \ii~ - Nj : ~ STO~M @0.26%\r ;:)- ---;. ---- ----' .' ~.~<I" I~/ ~vUit~~R~~ 10 \ I 18" o.:i<:~~;,~~i}j~.",\_L,' Iih., ff Ef. ::: 69.00~. 'o'b~ r "r\~ ~1~~60CggAi;tLio T2vgl~ Y' ~TOP OF BANK 18" '0 IMATCH EXISTING I .:,':.:.:" +r;.' '.>,::::: >::~:>:: :::'.::::::::':':::::">::::..r~::.':: "'" .... .~ ~3 CONCRET~ ~ TREE DISTURBANCE & GRADED / \ ...........'?q,~ - ~ \ @:> IP\VEMENT & GRADE \ ~\ " '... to"':.",','. .. ,','"...,'.~~..",','",~:::-:",','" . '.',- .".. STEPS W/4 r \ AT 0.30% MIN. SLOPE ^ I '0'),' 14" PALl0 /',/ ",<:>' "", \ \ '\~ ,., . ,"....,',',,','. ..,','....,' ',',',','..,','..,'.,','..:.it. :1~ TRiAQS_ r;.. GRADE AT PROPERTY . ,"\ ",'0' I ~1 D \ \ .^' ~"'\ * ~ALM \ i i \ .^~ OR ADE BP:: ISLOPE -~7 .?~ .~~ ~~ 1 ~~~\PI,kl 2vtl+~: ~d:. 8 FF EL" ~ 67 67 ./ <3'~ ~ .:' ~i \ \ I .p<l\ \ 4>" I 1 : I · '-'~~~Ii2~ ...>.. .~............. .... .~>........;~ lAK 14 O~ ~,,, ,<> 4> ,010" OAK \ I! \ \4"*L~r\Tor: OF SLOPE .J ~ ,,'i ) 14 DAK .,~ \ j~0S0r~~~~~~~ oY~~~~Ti~NAL<3'~~~~l~"O~:K \\ ~ .,-\,~ ) ST~~I~v0~~ER -! : ; \ 0 '8_~OAO \ .... ;>>I:ORM\1~;<e+i:,B#'~:" g 60~,~~T~~Y~ ~~~! \ II \ \p 0 NO I i r TOP OF BANK ,,~ · \." 1"1 .?'b 12 OAK ..... ...."."......"..".P.vr;.."'..~,.;;2.~..."... .","l . - 0. '" . ~ \ \ *'\PAIM f~ I I ~ · CONTR~~;oR ~STAL: WATE~ .~~ ~ 65~ \~~~~~~( 6" :~ OA: ~: ~:~~14" OAK I 'o-,r#':\ - ~ '!J~ Q:j DISTURBE~ AREAS rJ'<;v'+ 'o'?' 14" OAK 0 ~~ WITHIN lP1E SWALE TO __ ~ ~., 18" ( r BE SODDED FOR ~~~ '0 ,}: STABALlZA TION, ro . ONTRAC OR TO INSTALL ~A;rt.y~ TYPE "C" INLET 3. 1" REDUCED PRESSURE BACKFLOW PREVENTORS TO BE INSTALLED BEHIND & \ \o~ .. \ ~\ - ~~ "~" ~ '- ';.~- "' .' j ,e '\~'~<>~4':';.~~ ~ i~~i~[[~T ~~ZiT~~~ <1"'" fA CONTRACTOR TO HAND IDIC & 4. :!:~:~:EE::HU::Z~:I~~C:::L i i E PROPOSED 6"X6" TAPPING SLEEVE & \ ~ '0<:>' ---------- 1-- -------;::5:> \ ;....... iN . --E:.LEV= 59.27 f\ '" PROPOSED FHA ~ . :-::'. ":'::.': '~~:-::,'<'.." :>t- ( 14" OAK 14" OAK g. ~21~4~D'T 12 12 OAK VALVE, CONTRACTOR TO COORDINATE ~-~ 14" PA'~AI '0' \ t " ,~~. '\T .",' .. ..:...:::.:.,,::.::.... ::,'. ")'? ~ 00." - - WITH CITY OF CLEARWATER WATER :, :1 .,........ DEPARTMENT. - -, I~ It I I I I ---..:..:..-------- I I \ \1 & :.' i ~~~~T::'~~~:3 g!"s~~?.. ~ ..y <{tl~$J>~r,~ri~...~ ~'8'6)l>8~A~-\}/~~~ 1m ,..J , : : \ ~ 1 OF P A V[MLN T .,<1' / _.JlI1 ~. >>....> .qS~tEtiRA N>> <~<}~>" }c<?i>< ~ - ~ 5INITARY ROSSIN; I I I I Ii \;~~R~L;'~~ ~o 09 J ~ : _ _ _ _ _ _ _ _ _ _ _ _ _ ~ i '- "'Il! <d<>>><<2.~.,.~..<>>>>>> <<><<<\<>>\>>> i.,. , . "" OAK L s ~ ~ ~ gRJO~;i.L~L5~:g5 I I I I ( 1 I I . IINV.ELEV.-58.28 I,/r '0' TYPE"C"INLET-------~~ EXISTING '0" ~.? 61 .'1; 'l(lhl~IIU/Jlll_hI ~rlN~~/'",...61-~~/~: -~ -'--L--.J__L J I PROPOSED METER BANK \ I / I '),~ FDOT INDEX No. 232 ~ STORM INLET ((C.rU--J-- w.r ...,..". './~ . 59.7 ..J. ) y - - _1_ -1 I (6-1" METERS), REFER TO I \~ \ co'" GRA TE EL. = 61.52 'o'~ 6" OAK (TO BE REMOVED) 0- 'p" l7l' "f""..,....., 60 /If ..."- X" ~ . , '0' 74 L.F. 6" PVC - -J CITY OF CLEARWATER IE (SE) - 5831 'V TECHNICAL SPECIFICATIONS I ;I !1rnl\ -. ~ TOP ELEV.= 61.52 tl 8' OAK I ~ II I' 14" OAIO ii ((~G) : 55:'63; 6" OAI''1.~\?;f' OAK INV. ELEV.= 59.47' ;. X to / IF _ 5R.4? ~ I r.~~T~I~~ @ FOR DETAILS, '0<:>' I '0'<;>/ ~.q. I I" -.. 0 . '. - , . , - . , , - - . , , -- 6:', OAK ,. - . . , - . . , -~p.o~.. ~..._~~i_..._.......~..._~..I.~... ...~,...- ...~~~. \ ~"'" I I! '0,,'-<1- 14" OAK ~ 0 CONCRETE SPll WAY MES #1 ~ 'b~ I (I I . (N~L - - - - - - SAN -.--<}- - ~ - "b"- ~_ - - ~- ~ - -= - ~,",}~{SH:-t)t:fAIt" SHEi:i-Y)- - ~\r.>'o"- ~~ .t ~ - - - INL~59,7. -SAN-<8 - - - - - - - - - ~~rgi\ \ II:: I: I:ANITARY MANHOLE --- - - . .- -~"'J/__ -- - .- -~o.:;.- .'\. ~EXlST SAN \ I I : I TOP ELEV.= 61 69' UTILITY EASEMENT EXIST 258 LF " \ CLEANOUT I r ' IE (E) 56.45 8" PVC SAN @ 0.42% CONNECT PROPOSED 6 IE 57.53 II II I I I liE (S) 56.38 PVC SANITARY SERVlCE TO \if' EXISTING SEWER, I I . \jI POND CONTROL STRUCTURE CONTRACTOR TO VERIFY \ 1\ I ,,~ I <...~~'+ I I b'!>(). MODIFIED TYPE "0" FDOT DEPTH, SIZE, AND PIPE ~ 'V Z r INLET. FOOT INDEX NO. 232 MA TERIAL. \ ,<:>i I I ~ IE = 58.37 '0 I I I I A~(j ~ (SEE SHEET 6 FOR DETAILS) '0<:>1 I I 0 I ~" ... ~ I I ~ I ~~c,(j~~a I : I I I c,~Q)c, : '*": I I '0'<;>; I ; I I I I I I I I I : : : I I EXISTING r 'oOJ,'t FHA & WV I I 9l I I '01 -----l-J I 'o'b' 'oOJ~ I I I I O.H.L. 11 I" TYP -----..-r~... .~~'-"~{"""'";~::._:::-"._.p::~~:~,~ LEG END T\l ~) \J?,5,~ ...i;' , :::M\" " .' 1\ I \', AU;) 'l 2 "'" J " TYPICAL \ :. i '-'- J HANDICAP " \~-;---t~'r--::-:-".) iCSI r'L.\;., ,., 'i J ,--. ...._ C IJ.( "<.....-.," -.-'" -, ~ -,,~ --'. ~~~,>(j~ ..J ~c, 'va ;j ~ *-c, I <vV I _--~------------~. ~ I - - - - - - - .....~. <...'\. ~__---- v v .......-'0'0. I /" I / I 'of ( ~4 I I I \ \ \ I \ I I I I ~J '0 I \ I \ I \ I I I I ~ E-.... ~ H/C R RADIUS c R/W RIGHT-OF-WAY ~ ~ TRAFFIC FLOW (INFORMA TIONAl ONLY) o <( o Cl:: 20' 0' L-___~_---L SCALE : 20' 40' 0{] AREA LIGHT W ...J ::) o (J) 6 HANDICAP PARKING 1"=20' PROPOSED EDGE OF PAVEMENT PROPERTY LINE CENTER LINE RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT I '. ' .' I ~: . ;. ..'~.. " ,......'...........j .......,........". ...............",. ................... . . . . . , . . . . . . . . . . . . . ................... .......".......... . . . , . . . . . . . . . . . . . . . PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT '\'),~ PROPOSED EROSION CONTROL iii PROPOSED YARD DRAIN CONTRACTOR SHALL CLEAR & REMOVE DEBRIS & EXCESS VEGETATION FROM EXISTING POND AND EXISTING CONTROL STRUCTURE 'o'~~ I \ \ \ \ -,(j ~ ~'.,$- ~ ~c, <<~~~ ~~~~~ q.~~~ S T- .... PROPOSED STORM DRAIN \~ > PROPOSED GRASS SWAlE NOTES: ~ r///J SAWCUT & REPAIR EXISTING PAVEMENT \ \ I PROPOSED INGRESS/EGRESS EASEMENT 1. CONTRACTOR TO SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN PROJECT LIMITS. 2. ALL ELEVATIONS SHOWN ARE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED, -I-- -- I o <( o Cl:: W ...J ::) o en \ c, ~ ~~ O~~ ~~ ~ CJ~ ~ ~<vC? ~<<" ~a a ~ \ \ \ \ \ \ 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph, (813) 877-7275 CORNERSTONE CO'MMUNITIES, INC. 1934 SOULE ROAD CLEARWATER, FLORIDA 33759 CORNERSTONE PROFESSIONAL OFFICE PAVING GRADING DRAINAGE & UTILITY PLAN ORIGINAL 06/20/00 6 JOB NO. 100-992.00 REVISIONS: 7 DRAWN LA EVANS 1 6/20/00 - CITY COMMENTS 8 DESIGNED VMH 28/16/00 - SWFWMD COMMENTS 9 CHECKED KEZ 38/16/00 - CITY COMMENTS 10 QC BB 4 11 5 12 SHEET 3 of 7 CLIENT PROJECT TASK I ~ : _ _ - - - - - - - -~ - - - - - - - - - - - -,r ~__---- \:j v ...---~~. I /' I / I ~{ I ( ~ : ~~~ : I ~"':~ ~~ I Q ,/ ,/ I 1 C~~; ,/ ,/ \ ~. ,\ ,/ ~ ~ .v I ~'Y \ ....... .......rf. I \ ....... I ~'-~ I I I I I I ~J ~ I I I I I I I I I I I I I I I EXISTI~~G 6" WATER ~ !I EX ST NG WELL TO REMAIN ~ I CONNECT PROPOSED 6" Py' C ....l FOR USE AS IRRIGATION II WELL. EXISTING EbGE WA TER MAIN TO EXISTING I CONTRACTOR TO PROTECT I I OF PAVEM~NT WATER. CONTRACTOR TO' I DURING CONSTRUCTION. I I VERIFY LOCATION OF 1 I EXISTING MAIN. !c. I, PROPOSED YARD DRAIN! I I I "v'l- ~ I' GE = 68.09 ,J.,6' CHAIN LINK FENCE I I ~ - - - - I '0'0' I -,4 IE (E) = 66.32 ,f-PROPOSED YARD DRAIN I I ....... --'O~. ,/ ~....... ~ ~ ---- _ ~ IE (SW) = 66.15 GE = 68.13 /" I lC- - -:---- - I -q,. ---- - IE = 66.46 I I ;"" ..~c.. __e.. ...___4.....~..._..._...~.. ...-...-... .. ,~;...._... ,/' "'- T ....... ~'w '0'0' ~t;:::--. · t.,,' e f I I ~-r 'O~ry'O "" '" y - - -....... --: -:::-- :,15 - . -- -,'J>" - - LAND5C,!j ~A:: 0018-0A1,- - ;;,C,C<llC~V r-/\:.~ wm- - - - '1-1 - ~~~ ~~ - - - ~'O~ - . - "\ I \- - - -j i ,/ 0.\... 24 OAk rO- - <:Jf- ~ ~ .Ib lE ~ ro \ I I .;,/ A~ ....... ~ O. ~ 0'0' ~'O. 1"".<111.1 '0'0' ~ ti \\ , ~'. .. ~ 1- tI -- , (/).. I I ,/ ....... .......\ . :.. ~ ~ .. - ~ ~ ~ /o-r ~ ____ ----6....... ---- D \ '\~ \ .:-::>>:::::-:->/'.:.:......:...:....::..:::......:....::..... '. '.~:r ;;"J.d"~':::f~ ...J ~~ / "\' ~ ..111- ~ua "l"'-~"'*" i \ I I / IS" OAK ~ H \ b :><~>><>M<>; i,fjidj): -:r:: ....j i'1J3 , l 52,00'.'1>" , ...... ~ ~ j\ : .---~:Y~ ~ 0 I ,/ ~ ~<\~~>>>,::!4n~j"," _\O"~ l~~O~8;6i" <j~ I I / \ ~ _ \ \ co. ....~...... .........~~................... . . . . / b^ 14" P A~Y /// .---.,' ~ " '\ (@ \ 0 \ ,'J>" '17~:"" 1 WIN 04K<><.><":<5:.<4' ":',' 'k ~~sg6's ~6"L ,r '\ I / MA TeH EXISTING ~"v'r ~ ~ < \ I 'O"v~ ~'O1 D \ "]::>:>:::<<<<4>>:'><~ ~:>:<<<<':::>:.::{:.:'::f.f~: .~. .... ~~ n~I:" O:A: o"\~~ r I I "'.1 \ ,p" I \ I I.. A'.. ./.. ./."."../ ....... ./. .".. """.." ~fjj--fj I.." ";.." ) .:>,,~ BRE AK IN FINISH ,^'" ^'\ I \ f\ \ i \ GRADF 8R AK/S_OPE -" \ 'tAKcft~~t%EYiili8~~l- 3>~. .' FLOOR ELEVATION ~~ \ CO ~~'\ *14" 1ALM \\ ., I, I. \ ^ 1? -:.,; '/ ._~ ..:'. I ~B :.~::f~:;~~A~J::: >:::::::>:::::::>::::-:~7:::::-::.:~~~<:.::::: .:::.:' - ~"\'},. 0'O~ "':'. ~A ., \ I ~"I \~.. Y I" · I ,; \VI b"~ rL-- ~""".""" "-""'["'"""0/ I.' 14'" OAK FF E~~ ~ 67"67 v . \ II \ \ \/ TOE OF SLOPE I ~ : I II OAK b' ~,,, I \'4"" ;LM\ \ .i ~ b',1f '" 14" OAK II l :0:::>""".":":.0.:>:: >><:<J>r'\:>S\.: ~ ~. pli~E S S ION A L oJ> '€> 6"" OAK : o,~'\\ \ \ !r X IS TI N G <; I lOl I' ~.... 0 o'?~ II Ul"l{ ::.~:>:::::::::~.~:ci~:::::>:::>:- ::.:::>::::::::...:>::::::::::::77:::::.::.~.~8..::;.:,: lci:: ;:~; O~ 9fOFFI CE .~'oro. ~.co~ I. J. C\- 18" OAO ~....~ ~:....:.. ...:.....:: .......:.............:..:::.~::::::::..;~~.-. 0 ON~~TORY D v : ~~l .q,~' S TOR M W ATE R I I I \ ~~~ ::::::::::.....:...:::::::..:.....::::..:...:.:..:...;.:.:.:.:.:.:::::~. ;.....1 " 7~ D ""I" I "'-; ~ "..:.. .:..........:........:2,2.60f.TO... ............ ~.: 0 8 40 SF \ \ II \ \p 0 N D I: r-TOP OF BANK b'1i' .' 0 \ ~<!' I 07 V 12 OAK".." ".. .."...PVG<;r~,'17~."........ ."'. .' 6' OAk 8" OAK 9:>14" OAK 8" OAK . . ~., \ 0<::'''\ *16' PALM \ I II EXISTING POND. ALL "v'l- ...... ...... .... ......... ... ~.. '0 ~'? 0 \ ~'-*k f,~wtL~L~, 5726 ,,'1 i". I :E~~~D:n!tL~ TO .,o:~. - ~ ~><\~if<<>8><~sr~ .,,"' . 14" OAK 18" ( ;. _13"-"~P~ \ - -- ~}::~~ ~~ \ :l~ll STABAlIZAnON .: ~2~70,><>'>~~<~>Y~ 1,"; ~~i:i ~;~~0~~~A~t~A;!{JV'1i ~~~l;LE~~~i4~~2 ,pA ~~\~b'4YAL" ~ \~~" "".~~"L >'" F'OP F BANK ). \~:"B2e'2~.:~ :~. Jfo~~~~~y STOR~ j j' IE (SW) , 61.90 \ \ ~ \r '? I....... " ~ 4.J I R" ~~........:::::::.~: :':':'.. .........>:-:.:.:-:.:.:-:.:-:::.:-:.:.:~~:;.. .:. > .~ ASSEMBl Y & PROPOSED ~ 1. \ ~C) \ I~' o''? ~ \ . ..:..:..~".i'"", ,-",-'. ....-..........:.-:.-.-:.-::...... ...""'-:'-:::::." ~""JjN: SAMP~ POINT SANITARY~' II- Ii CONTRACTOR TO HAND IDIG & \ \ \ .~, ~.'N7fl"" r "~" b' .:>,.. ~..:<< +f'<<<<><<<'</Xi 4' (T~l <1'"' I ~L~:5~~~.I~::! 6" CHAIN lIN:~:N::~r^~I~~Ci::~i TO F f< 45' BEND ....... - D 8 1/ D T 12' 1.2'_' OAK \ 0<::" ---- r--- -----. \ I IN -E:,LEV 59 27 I~ PROPOSE FHA .'- ....... '."'.'-'- '-"'~":"'-" ... - 14" OAK ,," -I'.-. . \*14" PALMI -~v \ __ W 12" OAK ....... ~ '.' ,;....... p"v' ~~1- ~~..:- >..'. :.:":::': ":-::-'-:':::'~''''M' :"':. ~'),?'I- (> . 14 OAK g 00 ..~~ ' bO\ ,p"'\ ~ bOoJ' :1~_'2R:t1>>" ~ TOP Q BANKt' '" b" WI N C? :: " " : " '" t Y b^ .>~i><WN~~i~~/~~i~> ~~~-;:;~ ..... ~-~.::.:::. :'.. C : :.....:..... .~~ . .'.:.:.::' .:'\ ~ ~ \ ~<::,' -........ \ I -7Q) : EXIST. '2'" RCP.... ~ :: \ r '- ~ -1 ~ 1 - - - -~,1- - - - -10 R~~L~~~gv~,,-. ~ ltlJ.f ~ 'i\~';;;';F' '~f' :-: :~~''->: . :~O~~~~:':-:-:7:::-~ > ':'-'-'::-:':-:-:->.'-:- -:-::.:-:-:....~-::- -:.:.:->:-:-: >:-:-:-. :-:..-:.~r;r:'-'-: .. :.:.:-: :.:-:.:-;;;. ..... :.. "::'~':-:>::~~'-::':':->:-:-:'... "::::'1 8 I ~<::,. I ~,. I W/48 LF 14"X23" EXISTINGS."---J.j II ~~--- : '-:.:-:.::'. .- .,..-. ./71';-~:>:?: IL;'.. >:-.-:. >:-.-:':-:'::: .: :..-":<:~ 10 :':-:"-:. :...-. ...: :-:-:: :-... :~.- -:'..-: ... -:-:-:-: :-:' ~ -.)/ ........ '.-.-. "'-'-:. . \ \ I ERCP@0.90%12"RCP7j: <::::-:.<:-:: :-:~~~/~~~: :';:':::':'::':'::<::::::::::':'><a>::':-"~~' ~BI::.::64:1'<::::::::~':'L~/~~;[\:-:':'::::::>::: I~'V.~~ /'~ I'----! I I \ \ I EXISTING: EDGE ... 'I :.-.- .- ''-'' '. ..:.~.C'-;' t5' Lf.- '.-. PER, ORATE . .~ .:..:.... nv' '",'..a;' '2' "''-0';'; . .:::... ~ L -, I l:.^'.;) ,. I I \!~rr~~::;~80;8 ~ /~-----., --~~~~:~:~:NLE-;_____r .,>" EXIST::: l~"~6111~D::~,~Y~A~T=\Vl\ ,~i~~:f:~;L>;~:6:"~"" OAK N~t~:~J;~L;l~:g5_[ j i / r \ I / I ry~ FOOT INDEX No. 232 'o"'*" STORM INLET (~6D ",.01- Ju 597 ) \'j - --L -1_ ' lor \ ~, GRA TE EL. = 61.52 ~,. ,,(TO BE REMOVED) t>'lt- f ro"v()- ~ ~~t= 'Y' J '0,<:- --.J I ;1 (rn\ IE (SE) = 58.31 6 OAK TOP ELEV.= 61.52 0 t.l /' II --' 8' OAK 74 L.F. 6" PVC ~ II I' 14" GAO i~ ((~;~) == 558~63~ 6" OA~6" OAK INV. ELEV.= 59.47' ;. X <0 / IF _ SR4? I ~.~~T~I~~ @ '0<::,. I '0,';>, ~\.t;\, I ~ . . . - . " - . . . - . . . - . . . - - . . . -r- 6:'. 0A.t::. - - . . . -~PRO.P.0.SED1>4;l.. ~..._~~j_..._.. --... ...~... ...~..~ ...~~i. ~ ,-,,~ 014" OAK MES #' I . I v !;I- 0 CONCRETE SPIL WAY ---' ~~ I { I I . (N~L - - - - - - SAN - --<(}-- - ~ - -b'~- ~L- - - ~- ~ ---= - ~,~~{S[t:-t)t:fAtt" SHEET-Y)- - - -~'otr- - ~ - - - - lli'L.~59.7. -SAN-<8- - - - - - - - - - ~~lgJ\~ I I I I I - - - - - - ~~- - - - -\ I I I I I: SANIfARY MANH;'LE m - .- -~09-." EXIST SAN \ I I . I TOP ELEV.- 61.09 UTILITY EASEMENT EXIST 258 LF " \ CLEANOUT It' IE (E) 56.45 8" PVC SAN @ 0.42% CONNECT PROPOSED 6 IE 57.53 1 I VI I I liE (S) 5638 PVC SANITARY SERVICE TO I I \ I . \17 EXISTING SEWER. I I \jI POND CONTROL STRUCTURE CONTRACTOR TO VERIFY I I J...~ ,,'I- I I b,!>Q- MODIFIED TYPE "0" FOOT DEPTH, SIZE, AND PIPE I ~. I '0<::" Z r INLET. FOOT INDEX NO. 232 M A TERI AL. I o..,<::,i I I l7i IE = 58.37 v I I I A~\j _'- (SEE SHEET 6 FOR DETAilS) ~<::,1 I I ; I -1-~"~ ~O' I I 0.. <vr \j ~ ~ I I '.0 I ~c, I I I ~ I 14') OAK I ,';>~ Q : I o I I I I I I I I I I I I I I I I I ....J I o ,,~ ~~QG ~c, yO ~ *-c, ~ <r' ,'t EXISTING I 00)' FHA & 'NV I I 9l I I 'O~ -----l-J I colO' OO)~ I I I I OH L. il I>! TYP _ _... __ ''',"''-_'''-'"';.~.-.7'7"''''-'.::~::~..-~1 rrr~' rr?r [":; , .-. " i , I LEGEND;\\-U\~::"'~-': .' ';", r TYPICAL \ II \\ AVJ '2 2 ~J : L-' _\ ..,\ H AN D I CAP PL\tif~:'r-;:~-" /) i l..:'1 _....~._..~).J__!_'L_.._.." --'--' ~\_.~...". ~ ~ ~ a ~ H/C R RADIUS R/W o <( o cr: 20' 0' L-_-_~_-....l SCALE : 20' 40' I 0{] RIGHT-OF-WAY TRAFFIC FLOW (INFORMATIONAL ONLY) AREA LIGHT .;- ~. 14" PINt> 08" PNE ,,'0 co. '0 .Qo. .ll< _ _ _ _ - - - ~ - _c" \:j "\ v- - - - -v- co,:-w- ~ ~. ~. ~ \:j ~ ~ti /' '0'0 /' bco' /' /' JY ,..Ai ,/ ,/ ,,~ '0 -. W ....J ::J o (f) 6. HANDICAP PARKING 1"==20' PROPOSED EDGE OF PAVEMENT PROPERTY LINE CENTER LINE RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT I . .. · '1 ' ..' ~ : " '~,' . ,..................j ...,......."...... ................... .""..".......... ................... ................... ................... ...........,....... PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED EROSION CONTROL iii PROPOSED YARD DRAIN CONTRACTOR SHALL CLEAR & REMOVE DEBRIS & EXCESS VEGETATION FROM EXISTING POND AND EXISTING CONTROL STRUCTURE o'~~ \ \ I \ \ -,-\j ~ ~,~~ ~c, <<~~~ ~~~ ~G q.<:J ~ <(-0 sr ..... PROPOSED STORM DRAIN '<-- > PROPOSED GRASS SWALE NOTES: 1. CONTRACTOR TO SAWCUT & REMOVE EXISTING ASPHALT PAVEMENT WITHIN PROJECT LIMITS. 2. ALL ELEVATIONS SHOWN ARE EDGE OF PAVEMENT UNLESS OTHERYv1SE NOTED. ~ r//~ SAWCUT & REPAIR EXISTING PAVEMENT PROPOSED INGRESS/EGRESS EASEMENT - I I I I I I EXISTING 6" WATER ~ : II I I PROPOSED 6"X6" TAPPING SLEEVE & I I VALVE. CONTRACTOR TO COORDINATE -~ I _ _. WITH CITY OF CLEARWATER WATER II II - . _ _ DEPARTMENT, . 03 vn, - I - - . "--' I~ -- -------+--___ 0 04" OAK 03" OAK 09"X10" OAK I It '-- 6 - ," PVC WATER 4"-DA~ -- - - - - - - - - - - - - ---- _____________ -....... ~08" OAK 0 I I I -....... V10" OAK 3" OAK I I -------- I I I I I I I I I I 3. 1" REDUCED PRESSURE BACKFLOW PREVENTORS TO BE INSTALLED BEHIND METERS ON EACH OF THE 1" WATER SERVICE LINES. 4. CONTRACTOR TO UTILIZE DIRECTIONAL BORING METHOD FOR INSTALLATION OF OFF-SITE WATER SERVICE LINE IN ORDER TO PRESERVE EXISTING TREES. o <( o cr: W ....J :::;J o (f) PROPOSED METER BANK (6-1" METERS). REFER TO CITY OF CLEARWATER TECHNICAL SPECIFICATIONS FOR DETAilS. \ \ " ~ ~~ O~~ ~c, ~ CJ<V <<; ~~C) ~~" R:-- 0 0 ~ \ \ \ \ \ \ CLIENT PROJECT TASK ORIGINAL REVISIONS: 06/20/00 6 7 8 9 10 11 12 JOB NO, DRAWN DESIGNED CHECKED QC 100-992.00 LA EVANS VMH KEZ BB 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph, (813) 877-7275 CORNERSTONE COMMUNITIES, INC. 1934 SOULE ROAD CLEARWATER, FLORIDA 33759 CORNERSTONE PROFESSIONAL OFFICE PAVI~Q~I3A01NG, DRAINAGE & UTILITY PLAN 1 6/20/00 - CITY COMMENTS 28/16/00 - SWFWMD COMMENTS 38/16/00 - CITY COMMENTS 4 5 SHEET 3 of 7 LANDSCAPE NOTES 1. The Landscape Contractor shall grade planting beds, as required, to provide positive drainage and promote optimum plant growth. oJ EXISTING T tJ~''j FHA&W~ J' I ",'/). I . ----1-",., I EXISTING EbGE OF PAVEM~NT EXISTNG 6" I I I I I 1 W A TE R _______________.' I ---------------iJ I I I I I I FENCE I I I I I I --H I I I I I I I I I I I I o <{ o It: w ...J ::J o G0 ",,,,1 I I I I I I I I I I I" ~4 : /~ J_ ./ / -- ~-- -- -- .~.......... ...-\.~. . 2, All recommended trees and plant materials wil! be ,waded as Nursery Grade No. 1 or better" as .outlin~~ by the Florida Deportment of Agriculture and Consumer Services Grades and Standards for Nursery Plants, third edition, 1973 as revised from time to time, and "Grades and Standards for Nursery Plants, Part II, Palms and Trees", third printing, 1975, as revised from time to time. ~ ~ ~ a ~ -- SOO All AREAS OUTSIDE OF BUilDING, PAVEMENT & PLANTING AREAS 3. All planting shall be done in accordance with the Florida Nurserymen's and Grower's Associations approved practices. 4. The Landscape Contractor shall locate all underground utilities prior ta any installation. I I I 4----- '),"+ ~. All trees shall be set vertically to the ground, ar if on slopes or berms, shall be set vertically to the surrounding flat terrain. 6. All trees and shrubs shall be warrantied by contractor for a period of one year following acceptance of site by the City of Clearwater. The Landscape Contractor shall ensure that 011 trees are maintained straight and plumb throughout the guarantee period. 5. ~ "- '" " /' . :\ ./' a,VI''--' 24" CA~. '0 . /' /' ...-...- .. x /' 8" OAK 'J! 'bY- '0 r3>'~ 'fyr,1#- '0 7. The Landscape Contractor is responsible for ensuring optimum growth conditions for all plant materials. The Landscape Contractor sholl be responsible for required soil amendments and fertilization, Soil analysis sholl be the responsibility of the landscape contractor, Notify the landscape architect of any potential soil related conditions, which require modifications to ensure optimum plant growth. 20 0 L--~-~ - - -- .QV OOu ~VS 177 o,~ ". /' 19. There shall be no additions, deletions or substitutions without the written approval of the Landscape Architect. D \ ~~~ \ \ \ \ ~ '\ 'O~;.'l D~ \ \ \ 'O'>-~ \ \ \ d4" OAK ~~ \ ~ ~ 18"OAO \~ ~~ \ '0 0 \ 'o~o," 14" OAK \ tJ~~ \ \ I \ I I I I I I ~~ '0 I I EXISTING~~ . I EV = 59 27 f ....... !l-- 'I ~ 'o'\. .,~. , 'o.~ / , '0 Y..1 0, '::;', tJ'" ~ -~ tJ'\.' '5! i'f NO N f-. U) >< w '\~ '0 /' /'0 20 40 b~ <i:i QUANTITY 8. All plants shall be fertilized with Agriform 20-10-5 tablets as per the manufacturers specifications in conjunction with note #7, or equal as approved by owner. The planting soil shall be the approximate proportions as follows: 50% sand and 50% organic material consisting of native peat, well-decomposed sawdust. leaf mold and top soil. or equal os approved by owner. It sholl provide a good pliable and thoroughly mixed medium with adequate aeration, drainage and water-holding capacity. It shall also be free of all extraneous debris, such as roots, stones, weeds, etc. \ ~1 SYMBOL 9. 1 "==20 SCALE : 10, All planting areas sholl receive a 2 1/2" layer of 1 00% shredded cypress mulch which is to be watered-in after installation. 11, The plant key is presented for the convenience of the Landscape Contractor. In the event of a discrepancy between the plan and the plant key, the plan sholl prevail. ... , I I .PTV ~ '0.,. 12, Plants shall meet size, container, and spacing specifications. Any material not meeting specifications shall be removed and replaced at the contractor's expense. !:l ~ 60 13. All sod on plan is St. Augustine unless otherwise labeled. Sod shall be warrantied by contractor for a period of thirty days following acceptance of site by the City of Clearwater. mR1 60 14, The Landscape Contractor shall be responsible for examining fully both the site and the bid documents, Discrepancies in the documents or the actual site conditions shall be reported to the Landscape Architect and/or the owner's representative in writing at the time of bidding or discovery. No account shall be made after contract completion for failure to report such condition, or for errors on the part of the Landscape Contractor at the time of bidding. (Only extremely peculiar and unusual conditions will be considered for negotiation.) \ ~RF 15. It shall be the responsibility of the Landscape Contractor to coordinate his work with the other trades or professionals on the site whose work may overlap or interfere with the work set forth in this plan or the written specifications. ~\ 16" OAO ~LM 16. The Landscape Contractor sholl be responsible for securing all necessary applicable permits and licenses to perform the work set forth in this plan set and the specifications. 17, The Landscape Contractor and/or the General Contractor shall notify the the Landscape Architect and/or the owner's representative of any discrepancies in the site conditions or any non-conformance to the plan set or the specifications. such as grading, backfilling, removal of debris, grubbing, etc. Plant material sholl be bid as specified unless unavailable, at which time the Landscape Architect and/or the owner's representative will be notified by telephone and in writing of intended changes, '),"+ ~. '0 rJ'-~~ 18. \ :';,. b INK 20. Written specifications shall be an integral part of this plan set. ,~ :,:>' '0 21. Contractor sholl provide on underground irrigation system which provides 100~ coverage to all landscaped areas on-site. System shall include on automatic controller. CH AIN LINK FENCE , )9c,. 'o'V , 22. Contractor sholl maintain plant materials and sod for a period of thirty days following acceptance of site by the City of Clearwater. All unhealthy or dead plant materialS found during warranty period sholl be replaced by contractor at no additional cost to owner. 12",12" OAK 23. All pervious areas within property limits and disturbed areas within adjacent R.O.W., outside of plantirg beds to be sodded with S\. Augustine Floratam, Sod shall be strongly rooted, not less than 2 years old, free of weeds and undesirable native grosses and machine cut to pod thickness of 3/4" (::I: 1/4") excluding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable not dormant). , , EXISTING..J'-- , , 12" RCP I I r---j f I L-l-L_L_l I I I I I f -l-l_l_J_J___j ___0 -'- --- --- !l--~ b 24. All trees and B & B material sholl be watered by the landscape contractor until time of final acceptance by owner. 25. All planting beds shall be covered with DeWitt "weed barrier" or approved equal. Weed barrier fabric sholl be block polypropylene 27 mils thick. 4 oz/s.y. grab tensile strength per ASTM 0-4632; 90 Ib (machine direction) 50 Ib (cross machine direction). A pre-emergent sholl be applied to all planting beds. The mixture sholl contain active ingredients consisting of A-A-A Trifloura-Z, 6-Dinitro-N, N-Dipropyl-P- Toluidine (1.75~ of total mixture) and inactive ingredients (98.25~ of total mixture). Manufacturer: "Green Gold" by Ceranon Chemical Corp. or approved equal. A minimum topsoil thickness of 4" sholl be provided within shrub planting beds and sodded areas, and 12" under trees by landscape contractor. An irrigation system providing 1 OO~ coverage will be installed os the City of Clearwater requires. The irrigation system sholl utilize low volume design such as. low trajectory heads or soaker hoses to provide direct application, low evaporation and 0 rain sensor. Water supply sholl be pipes to each individual planter island and in no case shall any planted vegetation area be more than 30' from 0 water supply. Shallow wells, City water or reclaimed water sholl be utilized (unless unavailable) os 0 source of irrigation water, Xeriscape design sholl zone watering needs to sun and shade. shrub beds to lawn areas. and newly planted landscape areas to existing natural areas. No irrigation lines (main lines or lateral lines) sholl be placed within 0 protected tree radius. v - ~ .!Lf@]"\ -\ -~ ", ~EXIST SAN \ .ClEANOUT 'E 57.53 DGE ::NT '/)lot b" 26. 27. 26. !it- '0 :3- - ~- If""':- - =---- =___ - =___ - - ~,~'"L- - . UTILITY EASEMENT \ B COMPACTED SOIL TO PREVENT SETTLING .~--- ~-~:-".,~,:-~'':::-''''-','-'':'''~1 r(::,'l ~~.~ ~i': -,::-, . ::; I ! (, .-' ... . ' I 1;,__..... ! I '-'-< \ IU :~\ A,,: 22"' " I n;J;ri,-- "",;sJ I ('I.., ,___~\~_._~,. L...........'"'--'-,...........:................-..............-.............-....- --- LANDSCAPE PLANT MATERIALS NAME SIZE SPAC NG 21 QUERCUS VIRGINIANA LIVE OAK 4" CALIPER 12' HEIGHT 6 LAGERSTROEMIA INDICA CRAPE MYRTLE 8' HEIGHT MUL TI- TRUNK VIBURNUM SUSPENSOM SANDANKWA VIBURNUM 3 GALLON 2' HEIGHT PITTOSPORUM "VARIG" VARIGA TED TOBIRA 3 GALLON 2' HEIGHT RAPHIOLEPIS INDICA INDIAN HAWTHORN 3 GALLON 65 PHOTINIA FRASERII RED TOP 3 GALLON 2' HEIGHT 360 L1RIOPE MUSCARI LILY TURF 1 GALLON TRUNK SHALL BE MAINTAINED IN A VERTICAL POSITION PROTECTIVE RUBBER HOSE 3" MULCH LAYER (1" OVER ROOT BALL) 2/3 DRIP LINE FOR HARDWOODS FULL DRIP LINE FOR PINES PLANT TREE. 4" TO 6" ABOVE GRADE 3" MULCH LAYER (1" OVER ROOT BALL) PLANT SHRUBS 2" - 3" ABOVE GRADE RECEIVING HOLE SHALL BE APPROXIMATELY 2' LARGER THAN ROOT BALL DIAMETER AS SHOWN AS SHOWN 36" OC REMOVE TOP 1/2 OF BURLAP AND CUT CORDS (DOES NOT APPLY TO CONTAINER GROWN MATERIAL) A 6" SOIL SAUCER TO HOLD WATER FINISH GRADE ~ 11-1 1- II~III~III-.I 1 l-III~III~III~III-III- L f MULCH BEDLlNE '\...- SOD ------------, ~~ "..-' -I I I_I ':~I I--=I!=- " ~1 I 1==1 11==111==111 . ," RECEIVING HOLE SHALL BE APPROXIMATELY 1/3 LARGER THAN THE ROOT BALL . N j NATIVE SOIL BACKFILL OR AMENDED SOIL AS REQUIRED BY SOIL ANAL YSI S UNDISTURBED SUBGRADE NATIVE SOIL BACKFILL OR AMENDED SOIL AS REQUIRED BY SOIL ANALYSIS ~m"TII"'III"'II" II III1I1 111- III 111==111 11= . I. II A SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR - SPACED IN ROWS PARALLEL TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGE. 2"x2" STAKES. DISTANCE BETWEEN STAKES SHALL BE NO MORE THAN 5' APART, B Shrub And Groundcover Layout Detail N.T.S. Shrub And Groundcover Planting Detail N.T.S. 2" x 2" x .3' STAKES COMPACTED SOIL TO PREVENT SETTLING TREE BARRICADE DETAIL (TYP.) N.T.S. TREE PLANTING AND STAKING DETAIL CLIENT PROJECT TASK ORIGINAL OS/25/00 REVISIONS: 1 6/20/00 - CITY COMMENTS , , 2 REV. PER CITY ORC COMMENTS 3 8/16/00 - CITY COMMENTS 4 5 5300 WEST CYPRESS STREET SUITE 300 TAMPA, FLORIDA 33607 Ph. (813) 877-7275 CORNERSTONE CORNERSTONE COMMUNITIES, INC. LANDSCAPE PLAN 1934 SOULE ROAD PROFESSIONAL OFFICE CLEARWATER, FLORIDA 33759 6 7 8 9 10 11 12 SHEET J08 NO. DRAWN DESIGNED CHECKED QC 100-992.00 AMC KEZ VMH 88 4/7 GENERAL CONSTRUCTION NOTES CLEARING AND SITE PREPARATION NOTES WATER SYSTEM NOTES DRAINAGE SYSTEM CONSTRUCTION NOTES r.'=-~~j-'''=-----r''.'';-'T'''''':';''1--:' ; .- "."1 r '\ I 'Ol r ['..J I' :, i' /! ' " ". I f11 J,J >.['!' /..: '..' L; )-~_...- JI'\ t. 1 !:~ ? ? \ \ MU\~ _ - - ....-, 3. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 1. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS", 2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ONI PLANS. ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS OTHERWISE NOTED ON PLANS. 3. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO TIHE CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPTION OF MITERED END AND FLARED END SECTIONS WHICH ARE INCLUDED IN LENGTHS, PL./\:~ J t< ',~ (" ;"......- - ..........._..-_.::...:~~.... - ~-,-". ~ ...- --.~-~- . ..'~ .~ ,~.... \"., 5, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR, 6. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO ROADWAY BASE AND SURFACE CONSTRUCTION, 1, PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED INI THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN, 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS 1ESTING COMPANY, QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY, 3. CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND RE'MOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY' THE OWNER TO BE USED FOR LANDSCAPING AND LITTORAL ZONE PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5, ALL CONSTRUCTION DEBRIS AND OT!HER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. 6, CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING ANY EXISTING STRUCTU RES, 1. A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM OF 10 FEET ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIVE THE SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT. 1. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929), 2, LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION. 3, THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA, 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING FLORIDA SUNSHINE STATE ONE CALL CENTER OF FLORIDA, INC. AT 1-800-432-4770. 2. A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER. 4. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 5. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY ADJUSTING THE WATER LiNES AS NECESSARY. 6. CONTRACTOR TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS PER CITY REQUIREMENTS, 4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 5. CONTRACTOR TO SOD THE DETENTION POND AS INDIICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 6. ALL STORM DRAINAGE STRUCTURES DEEPER THAN TEN (10) FEET TO HAVE LADDER BARS. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGUI.JATORY AGENCY, 7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. g, ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. 7. IT IS THE CONTRACTOR'S RESPONSIIBILlTY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY EXISTING STRUCTURES FROM THE SITE. 8, THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR/SUBCONTRACTOR. THE ENlGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY PRIOR TO THE START OF ANY CONSTRlUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S/SUBCONTRACTOR'S RESIPONSIBILlTY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY, THE CONTRACTOR/SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICIH INTERFACE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTIlITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED, 8. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM 0-2241. ALL PVC PIPING OF lESS THAN 4" DIAMETER SHALL BE PER D2241-80. 9. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 80 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. 8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 9. MATERIALS AND CONSTRUCTION METHODS FOR STREIETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATOIRY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1996, OR LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES 1. THE STORM DRAINAGE PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAIINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOlSES, LEGEND TYP TYPICAL H/C HANDICAP R RADIUS R/W RIGHT-OF-WAY ~ TRAFFIC FLOW (INFORMA TIONAL ONLY) 0{] AREA LIGHT b. HANDICAP PARKING 10, CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE, 11, AT LEAST 3 WORKING DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED, ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER OR WITHOUT AGENCY INSPECTOR PRESENT MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 10. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES, 10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE DRAWINGS, OR BY THE ENGINEER, TESTING AND INSPECTION REQUIREMENTS 12, WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES, WHERE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES, PAVING AND GRADING NOTES 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, THRUST BLOCKING, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. SAFETY NOTES PROPOSED EDGE OF PAVEMENT PROPERTY LINE -...-...- 13. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF-WAY ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED, 2. CONTRACTOR TO PERFORM CHLORINATION AND OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER. BACTERIOLOGICAL SAMPLING SHALL BE PERFORMED BY EITHER THE CITY OF CLEARWATER AND/OR PINELLAS COUNTY HEALTH DEPARTMENT, RIGHT-OF-WAY EXISTING EDGE OF PAVEMENT SANITARY SEWER NOTES 1. DURING THE CONSTRUCTION AND/OR MAINTENANCE 10F THIS PROJECT, ALL SAFETY REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOrR OR HIS REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. 2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS SHALL BE FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS. 3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. 4. IT SHALL BE THE SOLE RESPONSIBiLITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS. CEN1ER LINE 14, REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 2, CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM THE LOCAL WATER MANAGEMENT DISTR~CT OR OTHER REGULATORY AGENCY. 3, PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. 4. IF CURBING IS REQUIRED, IT WILL BE PLACED AT THE EDGE OF ALL PAVEMENT. 5. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAil/ED. CONTRACTOR TO COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CIHANGES. 6, CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER AT N3UTMENT OF CONCRETE AND ANY STRUCTURE. 7, ALL PAVEMENT MARKINGS SHALL CONFORM TO FOOT STANDARD INDEX NO. 17346, SHEETS 1-7, 8, CONTRACTOR SHALL TRIM, TACK, ANJD MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. It .' I ~: ,",.'...' '. 1".......,.......'1 ' . , . . . . . . , . . , . . . . . , . . , . . , . , , . . . . . , . , . , ",.........,...... ......,,,........., . , . . , . . . . . . . , . . . . , . "".".......,.." ".""....,..."" PROPOSED CONCRETE PAVEMENT 15, ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED TO FOOT STANDARDS AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 16, CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATING, MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES, THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE RESPECTIVE GAS COMPANY TWO WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 1 7, RECORD DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INFORMATION ON A SET OF TH E APPROVED PlANS CONCURRENTLY WITH CONSTRUCTION PROGRESS. WITHIN TWO (2) WEEKS FOLLOWING FINAL INSPECTION THE CONTRACTOR SHALL SUBMIT ONE (1) SET OF RECORD DRAWINGS TO THE ENGINEER. THE FINAL RECORD DRAWINGS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1, DRAWINGS TO BE THREE-Mil BLACK LINE MYLAR, 2. DRAWINGS TO BE LEGIBLY MARKED TO RECORD ACTUAL CONSTRUCTION. 3, DRAWINGS SHALL SHOW ACTUAL LOCATION OF ALL WATER AND WASTE WATERPIPING AND RELATED APPURTENANCES, BOTH ABOVE AND BELOW GROUND. ALL CHANGES TO PIPING LOCATION INCLUDING HORIZONTAL & VERTICAL LOCATIONS OF UTILITIES & APPURTENANCES SHALL BE CLEARLY SHOWN AND REFERENCED TO PERMANENT SURFACE IMPROVEMENTS,DRAWINGS SHALL ALSO SHOW Actual INSTALLED PIPE MATERIAL, CLASS, ETC. 4. DRAWINGS SHALL CLEARLY SHOW ALL FIELD CHANGES OF DIMENSION AND DETAIL INCLUDING CHANGES MADE BY FIELD ORDER OR BY CHANGE ORDER, 5. DRAWINGS SHALL CLEARLY SHOW ALL DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS BUT CONSTRUCTED IN THE FIELD. ALL EQUIPMENT AND PIPING RELOCATION SHALL BE CLEARLY SHOWN, 6, LOCATIONS OF ALL MANHOLES, HYDRANTS, VALVES, & VALVE BOXES SHALL BE SHOWN. ALL VALVES SHALL BE REFERENCED FROM AT LEAST TWO (2) AND PREFERABLY THREE (3) PERMANENT POINTS, PROPOSED ASPHALT PAVEMENT 1. A HORIZONTAL SEPARATION OF 10 FEET SHAL.L BE MAINTAINED BETWEEN WATER MAINS AND SANITARY SEWER, ERC PROPOSED EROSION CONTROL 2. ALL P.V.C. SANITARY SEWER PIPE SHALL BE MARKED THE ENTIRE LENGTH WITH THREE COLOR CODED (GREEN FOR GRAVITY SEWER) STRIPES, Th~SE STRIPES SHALL BE APPLIED IN THE SAME MANNER AS THE REQUIRED ASTM CODING. USING PERMANENT INK AND BE AT LEAST "HIGH WITH THE WORD "SEWER" IN "HIGH LETTERS APPEARING ONE OR MORE TIMES EVERY TWENTY-ONE INCHES (21"). r.v,c. SANITARY GRAVITY SEWER PIPE SHALL CONFORM TO ASTM D-3034 SDR 35. JOINTS SHALL BE BELL AND SOCKET WITH A SOLID RUBBER RING. 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. IE) PROPOSED YARD DRAIN Sr. .... PROPOSED STORM DRAIN \~\ > PROPOSED GRASS SWALE 9. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, I N THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. 10, IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER ACCEPTABLE METHODS, 11, THERE IS TO BE NO DISCHARGE (I.E. PUMPING, SHEET FLOW, SWALE, DITCH, ETC,) INTO EXISTING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS, IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO CONSTRUCTION. 4. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 5. SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE" COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE. ~ V/~ SAWCUT & REPAIR EXISTING PAVEMENT PROPOSED INGRESS/EGRESS EASEMENT SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. PAVING & GRADING TESTING AND INSPECTION REQUIREMENTS 1, THE CONTRACTOR is RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION SPECIFICATIONS, 2. SOILS ENGINEER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND ASPHALT RESULTS, THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD IN WRITING THAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL REGULATORY AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FOOT) FOR THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED. 3. CONTRACTOR TO REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. CLIENT PROJECT TASK ORIGINAL OS/25/00 6 JOB NO. 100-992.00 REVISIONS: 7 DRAWN AMC ---_.,--'-,,--'-- ~,.- 5300 WEST CYPRESS STREET CORNERSTONE COMMUNITIES, INC. CORNERSTONE GENERAL NOTES 17/26/00 - CITY COMMENTS 8 VMH SUITE 300 2 9 KEZ TAMPA, FLORIDA 33607 1934 SOULE ROAD PROFESSIONAL OFFICE 3 10 BB Ph. (813) 877-7275 ___r'.'_"~_ 4 11 CLEARWATER, FL 33759 5 12 SHEET 5/7 NDS POLYETHYLENE DOME GRATE WITH u.v, INHIBITORS EXISTING ELKS LODGE 10' LANDSCAPE AREA 20' PROPOSED PARKING 44' PROPOSED DRIVE AISLE/PARKING r-4'-1 C, I, PLUG J r4'-1 I .j ;r--.--.o....'. """'~'.';' i II 1'<) I I FINISHED GRADE U' \ AUf] 2 2 I':~'j' / LJ ....._.,..... . r-' FL~J~U;> ':; \~: ..:S ~~. ~ _~C~I.LL ~;:--'-_'-' ___.._ _. :"_"_~' 4' RING OF CONCRETE (3000 PSI) rr-~'=~ ....--'f~~:~.,,' '71~:)--r :~-=j- T r" j:< -;:,~"-"'r:r~~ - ~a,;=_ :'.-:-1 " r' II'., II'.' ,,:'.', '1/ I .., '.' r I : rj !,' l! 1 !"" SEWER de DRAIN RISER PIPE LENGTH AS REQUIRED 5' CONC, WALK 10' LANDSCAPE1 AREA 4" ~DMPACTED BACKFILL SLOPE TO DRAIN SLOPE TO DRAIN .. .. II"" 1~111~1I1~ -= ", "I ", ,," '1111111' 'I -:I~III~IIIIII~ If COMPACTED SOil NDS SANITARY SEWER de DRAIN TEE COMPACTED CRUSHED STONE EROSION CONTROL 8' DR 6' COMBINATION FITTING (SEE PLAN VIEW) C---. MA TCH EXISTING GRADE OFFICE BUILDINIG FF=67,67 8' DR 6' PIPE (SEE PLAN VIEW) J TYPE "B"YARD INLET- NDS SQUARE GRATE THICKENED EDGE CONCRETE WALK PLUG CONCRETE SECTION B-B N,TS, STANDARD CLEANOUT DETAIL NJ,S, PROPOSED DRIVE AISLE VARIES 1 LANDSCAPE AREA .. 4: 1 MAX. .. SOD ALL DISTURBED AREAS N.TS, NOTE; 1. FILTER MEDIUM SHALL BE CLEAN QUARTZ SAND AS SPECIFIED IN FOOT SECTION 902-4, WITH A GRADATION AS OUTLINED IN FOOT SECTION 902-1.3, FILTER MEDIUM MUST HAVE A UNIFORMllY COEFFICIENT OF 1.5 OR GREATER, AND AN EFFECTIVE GRAIN SIZE IF 0.20 TO 0.55 MILLIMETERS, THE CONTRACTOR MUST HAVE A lAB ANALYSIS ON THE FIlTER MEDIUM APPROVED BY THE ENGINEER PRIOR TO ORDERING THE MATERIALS. 2. 3/4" WASHED ROCK SHALL BE #5 COURSE AGGREGATE PER FOOT SECTION 901. 3. SOD POND BOTTOM EXCEPT OVER 13' UNDERDRAIN. SEED IN AREA ABOUT SAND FILTER MEDIA. STRUCTURE BOTTOM EL. 58,37 WEIR CREST EL. = 61 ,50 Oil SKIMMER 112 r 16" (VARIES) I MATCH EXISTING GRADE AT PROPERTY LINE STEEL GRATE U,S. FOUNDRY No. 6299 SECTION E-E N,lS, SKIMMER BOTTOM EL. = 61.00 l' (VARIES) OFFICE BUILDING FF=67.67 TOP OF BANK EL. 62.00 J:1 . I I SECTION y-y POND BOTTOM EL. = 59.70 SECTION C-C 8" ADS UNDERDRAIN IE = 58.37 SECTION F-F N,lS, TIE liNER INTO POND SIDE SLOPE 0,25 BELOW GRADE 30 MIL IMPERMEABLE LINER 1.75' MIN. 14 "x23" ERCP I~Y WATTS SERIES 009 r (OR APPROV[O EQUAl) POND 2 o o N Top View T,O,B, EL = 62,0' OFFICE BUILDING FF=67.67 ---- B" ADS UNDERDRAIN c-cf~d Meter Approved Bo.ci-<flow Prevention Device . to I . to I ';- Ford Angle V 0.1 v e( F ll) VI 9 e cD Bro.ss Nipple ---- WEIR OPENING EXISTING GREEN AREA TO REMAIN (NO FilL) 8" ADS PERFORATED 4" MIN. _ , PIPE W/O SOCK !,[ = 58,37 WRAP WASHED ROCK WITHIN FILTER FABRIC - MARAFI 140NL OR APPROVED EQUAL 4' 1" NOTES: VARIES (EXISTING GRADE) --- ,. SKIMMER SHALL BE MADE FROM FIBERGlASS REINFORCED THERMOSETTING RESIN WITH A 40% NOMINAL FIBERGlASS CONTENT AS AS SUPPLIED BY ENVIRONMENTAL COMPOSITIIES,INC. OR APPROVED EQUAL. 2. ALL BOLTS SHALL BE A GALVANIZED STEEL MATERIAL. :::: Cl! '- 0 o '_ LV! 12' t \... Cl! E o Cl! +'0 G~ Vi :J U 3/4" WASHED ROCK SEE NOTE 2 4'-7" -~----~ PLAN SECTION D-D N,T,S, SIDEDRAIN DETAIL CONTROL STRUCTURE DETAIL MODIFIED TYPE "0" DITCH BOTTOM INLET NOTE' Device Must be insto.lled level. N,T.S. N.T.S, 1" REDUCED PRESSURE BACKFLOW PREVENTOR N.T.S. CLIENT PROJECT TASK ORIGINAL OS/25/00 6 JOB NO, 100-992,00 REVISIONS: 7 DRAWN AMC 5300 WEST CYPRESS STREET CORNERSTONE COMMUNITIES, INC. CORNERSTONE DETAILS 1 7/26/00 - CITY COMMENTS 8 DESIGNED VMH SUITE 300 28/16/00- SWFWMD COMMENTS 9 CHECKED KEZ TAMPA, FLORIDA 33607 1934 SOULE ROAD PROFESSIONAL OFFICE 38/16/00 - CITY COMMENTS 10 QC BB Ph, (813) 877-7275 4 11 CLEARWATER, FLORIDA 33759 5 12 SHEET 6/7 .~~ . o I a FACE OF CURB OB EDGE OF PAVEMENT ~ PARKING SPACE BLUE ON WHITE OR WHITE ON BLUE. . U) I r', r .;.:-'. n'^~)r,::J. 'r.';.. -r:'7..j'-'-'-.~'7' .,.-.",.~. I fJ J ,., I' \ 'I I. . . . I _ '.)[..d:-'.. .::SL' ,... ; " ..:~ "1 I' , , ' r 1 I \ . u L AUG 2 L : I ..--..---..-.- J j p "l ~ I'. :'- f' '." ',:. I rU.",J,h_',',. . '.;....;'. rlTri'\f, . "."'..v --...-.:.....,-'--~.......- .:::.:....,,~~:l.~:~~,~,:_ ~,..L1~_,~ ORIGINAL PAVING FINISH TO EXISTING SURFACE WITH ASPHALT MATCHING EXISTING THICKNESS . o I ';n ~ . .- T -- PAV'T - ( ----.:J 4' Min. rI R=2 Cost Or Rubbeci 6'-0' ORIGINAL BASE lL.. (j) COMPACTED BASE - THICKNESS OF ORIGINAL + 2" MINIMUM THICKNESS 8" . o I r..---, . x .!; d :E:E 12'(') I I 2' Min. 3'MOo~1 [lID GALV. V' fl'PE FLANGED STEEL POST. TYPE "D" CONCRETE CURB (FDOT INDEX No. 30) . . 1fl\D NOTES: 1. TRENCH BACKFillED IN g" COMPACTED LAYERS, DENSIfl' TAKEN EVERY 300 FT, 2. BASE MAY BE REPLACED WITH ASPHALTIC CONCRETE WITH PRIOR APPROVAL OF CITY ENGINEER. 3. ON LONGITUDINAL INSTALLATION REQUIRING RESURFACING FULL WIDTH OF PAVEMENT, FINISH BASE TO MATCH EXSITING PAVEMENT SURFACE AND PRIME. THEN RESURFACE AS DIRECTED BY THE CITY ENGINEER. 12" 12" '-- No. 4 BOors. la' Lon <Two Per GUOorc/) COMPACTED BACKFILL [J UNDISTURBED TRENCH SIDE 0.063" STEEL SIGN FTP-25 PER FDOT INDEX 17355 TOP PART WHITE REFLECTORIZED BORDER AND LEGEND, BLUE REFLECTORIZED BACKGROUND, ruM FTP-55 PER FOOT INDEX 17355 3' 6" E o D 4" 0 f 6" CONCRETE PARKING BUMPER . U) I N.T.S. PARKING BY DISABLED PERMIT ONLY o PAVEMENT REPAIR DETAil BOTTOM PART 1" SERIES "c" (F.D.O.T.) BLACK LETTERS. BLACK BORDER AND WHITE REFLECTORIZED BACKGROUND. 6" o o [) Anchor Boles With 2 - 2" x 2" x 4' Stokes Per Bole. DITCH BOTTOM INLET SIGN SHALL CONFORM TO THE AMERICAN DISABILITIES ACT OF 1990 AND WITH THE PINELLAS COUNTY ACCESSIBILlfl' CODE. VAN ACCESSIBLE SIGN SHALL BE LOCATED AT VAN PARKING SPACES 3000 P.s.I. CONCRETE WITH 6x6 # 1 0 W.W.M. SECTION NOTE 1. RISES SHALL BE INSTALLED ON ALL 'w'YES <BOTH PRESENT Be FUTURE SERVICES> TO PROVIDE DEPTH AT SERVICE NOT OVER 4.0' EXCEPT 'w'HERE OTHER'w'ISE REQUIRED. 2. MINIMUM CUT UNDER RoAD'w'AY - 4.0'. MINIMUM CUT AT PROPERTY LINE - 3.0' OR AS REQUIRED FOR SERVICE. 3. RISERS SHALL PREFERABLY FDLLO'w' SLOPE OF BANK TO REQUIRED DEPTH, 4. RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL. " C> ~ C> C> 6' WHIT STRIP 4'Xl.6' SAND CEMENT o D o D ~ RIPRAP DISPERSION PAD o D o D :> ' 0 (OR APPROVED EQUAL) :> ' :> ' 0 0 0 9' 9' -J-----L-l Post (Options: 2" x 4" Or 2 1/2" Min. Dia. Wood: Steel 1.33 Lbs/Ft. Min.) ~ c .8 0 ~ 1 ::;; . . ",co l- . ~~ 0 N ~. , 'f.0 co 6' Max. I 1 ..! Optional Post Positions ~ ~O"l ~ Principle Post Position F'lt F b' (I 81 ~ (Canted 20. Toward Flow) I er 0 nc n t Conformance With J;. Sec. 985 FOOT Spec.) Filter Fabric ~Flow '%.~~~ ~~w SEE NOTE 2 SERVICE PIPE 7 45' BEND - _ _ ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Stoked Silt Fence (LF). fl'PE III SILT FENCE 4' RIPRAP PAD PLAN I 1.6' ~ .1 'T' OR 'Y' BRANCH 8c BEND ~ $- As Required Anchor Boles With 2 - 2" x 2" x 4' Stokes Per Bole. HANDICAP PARKING AND SIGN INSTAllATION DETAil 14 Boles To Butt J'?-1 : Il2. ~ '\ ~ ......3'" . , ELEVATION SECTION CONCRETE SPILLWAY TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE 1/4 " / FT. MIN. EXPANSION JOINT PAVEMENT EXISTING GRADE SANITARY SEWER SERVICE CONNECTION - DETAil N.T.S. PLAN PLAN Loose Soil Placed By Shovel And Lightly Compacted Along The Upstream Edge 01 Boles. Fill Slope N.T.S. Anchor Boles With 2 - 2" x 2" x 4' Slakes Per Bole. . , . . . . . . . , . . , , . . ROAD BASE ELEVATION ELEVATION '1 NOTES: 1. \,lATER MAINS TO BE ON NORTH or EAST SIDE OF R,O,\,I" APPROX, 4 FT, BACK OF CURB UNLESS OTHER\,IISE AUTHORIZED BY CITY ENGINEER, 2, SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE [)F LOT (SEE SHEET NO, 3). THESE SERVICES TO BE CONSISTANT \,IITHIN THE SUBDIVISION, DRIVE\,IAYS SHALL NOT BE BUlL T OVER ME TERS, 3, ALL LINES SHALL BE CHLORINATED a-ncl PRESSURE TESTED (TEST FOR ONE HOUR @ 150 PSI.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION OF THE TESTING a-nd CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES, 4. TEN FT. SEPARATION REQUIRED BET\,IEEN PARALLEL \,lATER 8. SANITARY SE\,IER LINES, 5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS, SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" a-nd LARGER PVC MAINS, LARGEST SERVICE CONNECT ION TO A 4' MAIN IS 1 1/2 " a-nd LARGEST TO ANY MAIN IS 2', 6. MINIMUM DISTANCE BET\,IEEN SERVICE TAPS TO BE NOT LESS THAN 36", VARIES COMPACT IN 12" LAYERS BARRIERS FOR FILL SLOPES .... I..--' , ',~T/~I..--' ',~~~o ,t> I 0 ,0 t>, 0 0 t> I 0' 0 t> 0 I 0 ' t> 0'''' v, 0, ~~' o ,O't>.' 0 "f I 0 1>, I;) 0 t:> 0 0 t> () 01 t:>'O,Ot>'/;JIO'~,~ O'f>. 0,1,',',1 I '6. 0 , '6 I) 6. 0 I 6 I) I 1>' 0 ,0 f>. 0 ,0', , , 6. 0 , I 6. I) I ,~ 0 , '6 ~I BALED HAY OR STRAW BARRIERS AND SilT FENCES (F.D.O.T.) INDEX No. 102) NOTES 4" CONCRETE (3000PSI) WITH FIBERMESH POLYPROPYLENE FIBERS 12" ABOVE 1,25 Of TYPE S-1 ASPHALTIC CONCRETE 6" L1MEROCK BASE (98% MAX. DRY DENSITY) (LBR 100) 12" STABILIZED SUB-GRADE (98% MAX. DRY DENSITY) (LBR 40) ,. SIDEWALK TO BE MINIMUM 4" THICK CONCRETE. 2. SIDEWALK TO HAVE 1/2" RADIUS TOOLED EDGES, 3. CONTRACTION JOINTS AT 5' INTERVALS. 4. EXPANSION JOINTS AT 30 FT. MAX. O.C. AND SHALL BE CONTINUOUS ALONG CURB. 5. EXPANSION JOINTS SHALL CONSIST OF CONTINUOUS 1/2" X 6" BITUMINOUS EXPANSION STRIP, 6. MINIMUM CROSS SLOPE 1 /4" TO "-0", MAXIMUM 1 /2" TO 1'-0", OR AS DIRECTED BY THE ENGINEER. 7. AREA UNDER PROPOSED SIDEWALKS TO BE COMPACTED PER FOOT STANDARD SPECIFICATIONS 128-9.2 8. DISTURBED AREAS TO BE SODDED AS DIRECTED BY THE ENGINEER UNLESS INDICATED OTHERWISE. 9. SIDEWALK TO HAVE BROOM FINISH. 10, CONCRETE SHALL BE CURED PER FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION 520-8 COMPACT IN 3" LAYERS ~- Thr--eo.ded Cor--por--o. tion NUEI_LER H15008 or-- o.ppr--oved e~uo.l (To.o 0. t 450 Angle) Stop / Cur--b Stop / NUEI_LER H14350 with ~ COr"pr--ession inlet or-- Lock \ding o.nd o.ppr--oved equa-l So.ddle if Requr--ed See Note 5 ~ ..... wo.ter-- Ser--vice Tubing Dr--iscopipe 5100 or-- Endot/Ya-r--dley Blue Jet) S:CR 9) 3408 Polyethylene NOTES: So.ddle Sho.l.l have double stainless steel str--aps with epoxy coo. ted ductile iron body. NOTE: SEE GEOTECHNICAL INVESTIGATION PREPARED BY DRIGGERS ENGINEERING SEVICES INC, ON MAY 11, 2000 FOR ADDITIONAL SITE PREPARATION AND COMPACTION SPECIFICATIONS, N.T.S. SIDEWALK TYPICAL SECTION 1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO '00% OF MAXIMUM DENSIfl' BY AAS.H.T.O. T -99. METHOD C. 2, TRENCHES NOT LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO A FIRMNESS EQUAL TO THAf OF THE SOIL ADJACENT TO THE TRENCH. 3, REPLACEMENT OF PAVED SURFACES SHALL BE MADE IN ACCORDANCE TO APPLICABLE LOCAL REGULATIONS. WATER SERVICE CONNECTION DETAil PAVEMENT SECTION TRENCH BACKFilL DETAil NJ.S. CLIENT PROJECT TASK ORIGINAL OS/25/00 6 JOB NO. 100-992.00 REVISIONS: 7 D RA W N AMC 5300 WEST CYPRESS STREET CORNERSTONE COMMUNITIES, INC. CORNERSTONE DETAILS 17/26/00 - CITY COMMENTS 8 DESIGNED VMH , f SUITE 300 28/16/00 - CITY COMMENTS 9 CHECKED KEZ TAMPA, FLORIDA 33607 1934 SOULE ROAD PROFESSIONAL OFFICE -3 10 QC BB Ph. (813) 877-7275 4 11 CLEARWATER, FL 33759 5_ 12 SHEET 7/7