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PLT00-11-06/FL00-11-53 PL TfOO-11-06 / FL 00-11-53 K.B. INVESTMENT 7 MCMULLEN BOOTH ROAD ~[' c ,,,," ~6~ca 11)" ~~~;:I2~ -SO pi -- ....... ..... ~ ... = -= ~ ~ SE ;g i'''~~ ~S ~ f~ J-....~*' ~ ?i '€. ". O~-b<~-~i.~~~~?..'J \^'~$ ~ .g .,,:51f:l:ill.> \''l>.&,...:''},,'''~~ '\:-~'" lt~6; it! "'''' '-'t~~~\l~'" ~~1~~{iIi?~"~ ~" ~4~'a !~,-'; 6\,'8' ,~r ~~~~),Eli>-,' ,t~1 jlc1..m iu~~~.l:l~ 5\ g )f~~\tp{~54E' "~~l~~~ ...f~') "';:;"" ,!....~;I:'" :0::1....",,',0"" ~'\h~'hq \:ae!~~!; ~ ~[~~'iio.,~".fI~~.. ~ ,.~~:,!A' , II.>'~ C~ ;:;'~ 3. t"'11I1 II.> ~ -;, . "~,~'; .<:: ~ _)'!: '- "" ~"l\G fllLi,,, I' .,' ~~"' ~ 6 . -'"~ ";,"5 "' ~f~uwl...."", Y'~J; _ t ~__ "'11'f.f :> '" . -,"' J~ ' '>;:j "'- o..~.iilW,JJ"1j 0:: .~,::''' '11' 'to. 5 ~:l3 b1JtJ....:i'!Cdii",'!f,.:-:" ~t Co '" =-$'S}"" , f!U. ~l.': ~' , 5 ];: ~i{ 4 ~a'rir7.y : ~f r ~ 6 _ ~- ~1I' :'L.. 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" c 3 -;:; 6 E - .. o 0 :::I S 3 "E~B5~ ~_~E~ 1tl~68g. J :ij ~ ~ ~ ~ " ~ ~ '" .:; h '" '0 oil . " ~..g ~~ ~~ ~~ ~~ ~o "'" "e~ 1~ .;:~ ~~ j.g ~ it ;:; '" ~\ ~ ! ~ ~ '- ~ [; ~ ~ S g 0::0. - " 0: ,,'" S Q.) 0 ti ~ g ~ 5 y~ ~ g" 0 8 gu to/) ," = l.s ~ g~ '" '" 0 " ,,~ '" ",-", ,...., - B E ~ 5 t3 5 ~ ~ ~ t m tI'J Q" 0.. E" 'E 5 ~ ~ 2 ~,,-1;8 Q, ,,',::~..o:!"'g. a~~fr~e ~-sl::~l:ci: 9C:~.n~~ ~~O]'~E Q od) 9...c;: 0 oil) ~btg~o. o..~ Il.l ....... 0 ~ i:'~-5o'83 mO_N~Q.;I ~-55="~~ ~~~~rn;. ;:~-5g~~ ~o=:~o ;; ~.; g,~:: ~~~,,::::(:;l"3 b_~~~~ "" 1: ill '" ~ Q, 2. '" ~ ., Q.. ;>, " '" '- Q '" '-' g ~ " -5 '" f") .. .. ~ '" ~ ~ ::i ::l H ~ ~ ~~ ~"' ,,- ~- ~ ~ 8 ~ ~ Jl ~ '" ~ ~ I e" ~ " ... ~ J Jj ~ OJ '" z o g ~ " z 8~ ~ ~ <.)u U G~ << s V .::. . , TABLE 600 TABLE 600 FIRE RESISTANCE RAllNGS REQUIRED FIRE RESISTANCE IN HOURS TYPE IV TYPE V TYPE VI , STRUCTURAL TYPE I TYPE II TYPE III 1-Hour 1.Hour 1-Hour ELEMENT Protected Unprotected Protected Unprotected Proteeted Unprotected PARTY AND FIRE WALLS (a) 4 4 4 4 4 4 4 4 4 INTERIOR BEARING WALLS (I) Supportlllg columns, other bearing walls or more than one floor 4 3 2 NC ] (h) o (h) 0 i Supportlllg one floor only 3 2 I NC ] 0 0 Supportlllg roofs only 3 2 I NC I 0 0 INTERIOR NONBEARING PARTITIONS See 609 2,704 1,704 2 and 705 2 ; COLUMNS (q) (I) See 605 Supporl.1ng other columns or more than one floor 4 3 H(d) NC 0 0 Supportlllg one floor only 3 2 H(d) NC 0 0 ; Supportmg roofs ooly 3 2 H(d) NC 0 0 BEAMS, GIRDERS, TRUSSES & ARCHES (I) See 605 Supportlllg columns or more than one floor 4 3 H(d) ] NC 0 0 Supportlllg ooe floor only 3 2 H(d) ] NC 0 0 i Supportlllg roofs only I ]12(e,p) 1 (e,f,p) H(d) I(e,p) NC(e) 0 0 FLOORS & FLOOR/CEILING (I) See 605 (0) (0,0) (0) (m,n,o) (0) ASSEMBLIES 3 2 H (0) I NC I 0 0 '- ROOFS & ROOF/CEILING See 605 = ASSEMBUES (g) I II2(e,p) ] (e,f,p) H(d) I(e,p) NC(e) 0 0 i EXTERIOR BEARING WALLS and gable eods of roof (g, I, J) (% IlIdlcates percent of prolected and unprotected wall opelllngs pemuned See 705 I I for proleCllon reqUlremenls ) Honwntal separatIon (dIstance from common property h ne or assu med property h ne) o ft to 3 f1 (c) 4(0%) 3(0%) 3(O%)(b) 2(0%) 1(0%) 3(O%)(b) 3(O%)(b ) 1(0%) 1(0%) over 3 fllo 10 ft (e) 4( 10%) 3(10%) 2(lO%)(b) 1(10%) I( 10%) 2( 10% )(b) 2(IO%)(b) 1(20%) 0(20% ) over 10 ft 10 20 fl (c) 4(20%) 3(20%) 2(20%)(b) 1(20%) NC(20% ) 2(20%)(b) 2(20%)(b) 1 (40'1'0) 0(40%) over 20 ft 10 30 ft 4(40%) 3(40%) 1(40%) 1(40%) NC(40%) 1(40% ) 1(40%) 1(60%) 0(60%) over 30 ft 4(NL) 3(NL) I(NL) I (NL) NC{NL) I(NL) ](NL) 1(NL) O(NL) EXTERIOR NONBEARING WALLS and gable ends of roof (g, I, J) (% IlIdlcates percent of protected and unprotected wall openlllgs permLlted See 705 1 1 for proteclLon requIrements) Honzontal separation (dIstance from common property h ne or asSll med property hne) o ft to 3 ft (c) 3(0%) 3(0%) 3(0%)(b) 2(0%) 1(0%) 3(0% )(b) 3(O%)(b) 1(0%) 1(0%) over 3 fllO 10 ft (e) 2( 10%) 2(10%) 2(10%)(b) 1(10%) 1(10%) 2(10%)(b 2(lO%)(b) 1 (20%) 0(20% ) over 10 ft to 20 fl (c) 2(20%) 2(20%) 2(20%)(b) 1(20%) NC(20%) 2(20%)(b 2(20% )(b) 1{40%) 0(40%) over 20 ft 10 30 fl 1(40%) ](40%) 1(40%) NC(4O%) NC(4O%) 1(40%) 1(40% ) 0(60%) 0(60%) over 30 ft (k) NC (NL) NC(NL) NC(NL) NC(NL) NC(NL) NC(NL) NC(NL) O(NL) O(NL) For Sf. 1 ft '" 0 305 m 84 DRAFT fL DD.M~ '53 STANDARD BUILDING CODE01997 '{ rVl Cffi~ tJuih ..st coPY I\"a'labl. , - ~ <: ~ - LJ <: . lu ,~ - ~gf lliC'l !l::1-. ~ '0' :c:- ~ . Gi&] ll::(Jj " , REMAINDER S,W. 1/4, N,E. 1/4, N.W. 1/4 SEC. 16, T 29S, 16E 19 ,..., / ~ 'll' -; ..--- - - --- --- --- - - .-.... - - SIR 5/8" - _ S. 00.06 '30 "E. 20 r-- I I 18 I 12 ......"-+~- ...... Il'I.l 1_--- -- I 6" " ~'- 30" ~ 'll' -} tb\ 'll' " -- " !:), - )?:W-... ED ___ 8" ...... ~ 10.00 UTILITY EASEMENT _ _ _ ---EC~1- NO 1.0, 165.01 ' - 01 ~ '0' " 6v,;~___ 10" - 15" - - ---- -- '\' 'll' -} -<r 6" ........ ........ <> 12" - 0- 20" -- - -- <l - D -1~ - --.. - - ,..., 21/ 10.00 UTILITY EASEMENT l()\ .... -;t '\' ...' X '\' ...' X I 1 I ----- ,...,-, 22/ I J---- --- I I I,..., ,..., <il 24"-"'" 30'/Pf '* -_I ;9 I \ 18 I ----+~-- 2"- ~ ~ \- ~ I~' . 27- - - -t ~ 1<= 33 . 12'(M) ~ 'b. FCM 4X4 NORTH ~ PLS 750 TBM = 27.97 --.. ........ --.. - ~ 4' - ----- 30" <J 60" - -Pomw~W~~~E 1~, ~~ 1~ SEC. 16, T 29S, 16E--.. ---- --- ,/' 23 ,..., ^" :'.>' X --- ~ :'.>' '" 01 10' -,z - ,..., 32,0' , C> ~ 8.6' ..... ~ 8" c) C> C'l u 13,5' , , - 0> c) oi - 25 17.9' 7,5' , - - tb\ ~' X C> :;'\ . ~'? ~ '" ~ X"" ~ 35,3' PORCH '- - -- - - - - - - - -22 - - --.. - --.. 01 "'" y'" --- ---.. 0 --.. " 8"", ONE STORy........ ........ RESIDENCE ""'- #7 ""'- (TO BE REMOVED) '" ........ ,..., D 10" - - - - - --- - -- '---" - ....... ......... " ~ X "- " "- ......... - - " 1<' .; - ---- ::.-- - EB 12" -- o 12" <l ~''-- - <J - ~8~ ~ :'\, '" <l " WB --- -<J- 30" - --.. "'" ........ "'" - - TBM = 27,08 SIR 5/8" _<J ~ 24-- -X ... , -~ - --... ~ :'\' '" '\' :'\' '" 8' CSW 165.49' SIR 5/8" DROP INLET (REMOVE) <;\ TOP = 29.22 "', N, INV. = 26.32 ::Z S, INV. = 26,22 --- LJ= - _ = = - 1 OP "',9 '~ ASPHALT CENTERLINE SWALE 61 q TO McMULLEN BOOTH ROAD RIW VARIES WEST BOUNDARY N.E. 1/4, N. W. 1/4 SEC. 16, T 29S, R 16E ~ '0' ... V 'll' ... ~ - l<) c:i l'>ot- l'I.l ~ '0' -; _ -19 V 'll' -} _ _ _ _20 ~ - - ~ -21 ,& ,. '" -;t 15' SEWER EAS~MENT Qo.R, BOOK 110';8 PAGE 76 - -- 97,25' EXIST, 8" SEWER ~ fl.' '" --- -:q. N I'} I'} --- -s::I 18" :'.>'r> '" SHED ~ ~ ~ !n ~ l'I.l . Ol en.... tt) ~ ",'0' r ^" -;t"" , - ~ <: ~ - LJ <: ---23 -ltJ ,~ - --- - --.. ""'- 01 ""'- 1" ' Z ......... "- ........ ........ --- "'" ~~ 'V --.. TOB - ~ gf iii C'l ei f_ Q <0 ~ - ~ 'j ~ tg -24 --25 -26 LINE INDEX ST -1 ST-2 ST-3 ST-4 ~ IOOZ 0 (\ (j\11~ [ LEGEND <:P -p'll' EXISTING GRADE 100.00 I PROPOSED GRADE - - EXISTING CONTOUR PROPOSED CONTOUR - - - - - - EASEMENT SILT BARRIER PREDEVELOP, BASIN - - POSTDEVELOP, BASIN ~ DIRECTION OF FLOI', ($-n~""?~ 111d ~ t.:l * ~ SCALE 1" =20.0' ~ '\, rJ] 0' l!Q' 40' 80' 80' . LEGAL DESCRIPTION: PREDEVELOPMENT DIMENSIONS AND LANDSCAPE PLAN WATER AND SEWER UTILITIES PAVING, GRADING AND DRAINAGE THE NORTH 1/4 OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE WEST 50 FEET THEREOF CONVEYED FOR ROAD RIGHT -OF -WAY AND FURTHER LESS AND EXCEPT THE EAST 400 FEET THEREOF. TOTAL SITE AREA = 36,380 SO, FT. 0,835 ACRES TOTAl BUIWING AREA = 7,008 SOFl'. TOTAL PAVEMENT = 7,864 SOFT. PAVEMENT AREA RAnO= 0,2/6 IMPERVIOUS AREA RAno = .409 TOTAl GRASS AREA = 21.508 SO,FT. NO, OF DWElLING UNITS = 6 SITE NOT A CORNER LOT EACH UNIT GROSS AREA 2,336 SF EACH BUlWING GROSS AREA 4.672 SF TOTAL SITE GROSS AREA 14,016 SF PARKING REOUlREMENT.' 2 PER DWElLING UNIT x 6 = 12 SPACES PROVIDED SPACES=12 SPACES (2 CAR GARAGES) SOIL TYPE: MYAKKA, fine sand ZONING: LMDR USAGE OF THIS SITE IS FOR A RESIDENTIAL DEVELOPMENT. PROJECT TO BE COMPLETED IN 1 PHASE: EXISnNG VEGETAnON CONSISTS OF GRASS AND TREES, THE MAX. BUILDING HEIGHT IS 35 FT. NO ON-SITE BURNING SHAll BE PERMI77TD, FUGmVE DUST TO BE CONTROllED BY SPRINKLING BY THE GENERAL CONTRACTOR. REFUSE COLLECTION BY DUMPSTER ~~ ~ ;~ '-"t/j ~ ~ ~ 27,84' I 1 ~I .... I <0 I I \ I I .~ J~~ I .-J I y 15' SEWER EASEMENT /1 O,R. BOOK 10956 PAGES 817 THRU 820 I I EXIST '4ANHOLE INV, J5,59 RIM = 20.70 ENGINEERING DA TA: IO'J'~ 31VO ~ ,IV 3MnlVNE>/S lc. (N, 31VO BO::> qtJ.h/.'l.) 31VO ::>MO d I "Zl 3dAJ. 300 (J.Jl~Oo "d "300 03AOHddV N\t1d JJ.IS -,. IUUSIN - PIER j ~ ' '----'-----'-"'1'"1 ,~~ I c __eo<JPERS ./ 1"0lr-rr / ..-"_<<JCiPERS ,( BAYOU " ' I '\ '_ / /.SfT~/ ~. . < ';:;.i~j; tr.~;t'i~\~, .,-" CBHr15R CL!ARWATER l1:i CHRIS~N'"' CClLIGfE' i1C: /1 . C-l--' 60 -. .- ":' ~: ': . . ... ': ',~'" ':1:' . , ~ .0" '... . . .' ..;;~ ",r;: ':,:,~., ., ~Hlmli .~rhjd,.t .. LOCA TlON MAP FLOOD ZONE: ZONE C NO SIGNS ON SITE NO AREA lIGHnNG PROVIDED WATER - CITY OF CLEARWATER WASTE WATER - CITY OF CLEARWATER POWER - FLORIDA POWER CORP, IRRIGATION TO BE BY SPRINKLER SYSTEM UTILITIES: GENERAL DATA: ENGINEER: RALPH M. HANSEN. JR" P,E, #9280 DESIGN SERVICES. INC, 6636 ROWAN ROAD NEW PORT RICHEY, FL 34653 (727) 849-7085 K.B, INVESTMENT GROUP. INC. 5315 BROADWALK HOLlO A Y, FLORIDA 34680 727-534-5795 FLORIDA BENCHMARK PROFESSIONAL SURVEYOR 1882 DREW STREET CLEARWATER. FL. 33765-29/5 (727) 298-0286 OWNER.' SURVEYOR.' ( PRE DEVELOPMENT ) 1iA TE """ REV BY ~-28-0l #1 RH .J ~ <::l) "" :::::t- ~ ~ o CO C\l 0) =I\::: rz:l ll. C':l lD CO """ C':l ..J J:>,. ...... - . ~ ~ Zl:l>= rz:l<rz:l c::......::. rn 0 ~ -':) Z~UlD <-co Z~o ~~~~lj ::1lo~O) - ~~~; ll.co~l'- ~ ~~~C ~ ~ 1--4 Z 1--4 ~ o Cl Z o u ~ o < ~ ~ 1--4 :> ~ < 1--4 Z e:.: 0 ~ ~ a 0 g: u -< ~ I-l 0:= o Q~ <~ o p:;;>: ::t::~ E-oz o~ 00 lI:lU Zrn ~j ~~ :=>r.x:l ::gz u_ ::go... / ...... . t:....::> Z - 0..... ::::::> C) 0=; e,;, 0 co e-~co z ~ ~ <C':llD ~ ~ .0) e- l:l...:l l'- l:Z) < J:>,. lD ~ 0 .1 .. Z ~>-~ ~ _1Xl<~ Z l:l .lD-1 rz:l ~ .......:ll'- - -C':lOC\l ...:l ::::":::lD~l'- U \.. ~ ,. DRA\JN '" K.C. CHECKED R.M.H,JR. DATE 2-5-01 SCALE 1" = 20' JOB NO. 00-021.01 SHEET 8T-1 OF 4 SHEETS \. ..J PA VING NOTES 1. ONSITE CONCRETE AREAS TO BE 6' THICK 3000# AIR ENTRAINED. 'W 16x6-#10/1O 'W'WF MAXIMUM SLUMP TO BE NO MORE THAN 6'. ALL CONCRETE TO BE 'WOOD FLOATED, STEEL TRO'WELED. FINISH TO BE MEDIUM BROOM FINISH. CONTROL JOINTS SHALL BE A MAXIMUN OF 20 FT. ON CENTERS. 24,00' Cl .......... .................. ',...', '. .. . .': .. .....,; -t. ,.":,.:'. :':',6" 3000# CONC. wi 'WIRE MESH;"::;':~::"';"~' ;':;':'~~'. '.,:' ',' :,......',.. . .. . .~. . ....;.~:....:..:.:.. 6' 3000# CONC. wi 'WIRE MESH 1/4" PER FOOT ONSITE DETAIL o 33 SECTION C-C (0N-SfTE) NTS CONCRE I L= PA V1NG DETAIL SCALE: NTS --.---- 10,00 UTILITY EASEMENT 165.01 ' SIL:T-BARRIE a" ~I i::5 Q:: '" ;:: 'fj(J"- , ' , , 10" 15" 15' SETBACK 8 RETENTION AREA /1 >::: ~ f.::: ~ 16' DRIVEWAY 16' DRIVEWAY o o ~ , u '10"~ I p-~ : rJ: 16' DRIVEWAY I I 30" _~<J 24" 25' SETBACK <J 18" 6" THICK CONCRETE '~ 4" NOR H 80,0 165.49' 8' SIDEWAL 25' R AND RAIL FENCE 35' R 34 McMULLEN BOOTH lAD R/W VAlES - -- - WEST BOUNDARY N.E, 1/4~ N. w, 1/4- SEC. 16, T 29S, R 16E .est Copy Available // ~ ~ ~ " * CI) ~ SCALE I" =20.0' ./' 0' ZO' 40' BO' BO' , / 3' SILT FENCE ENVIRoFENCE OR EQUAL _ 4' POSTS MAX. SPACING B' O. --- LEGEND PROPOSED CONTOUR - - - - - - EASEMENT - - - SEWER LINE - , - WATER LINE - , , - SILT BARRIER 3' TYPE PC-l TRENCH AT FENCE BASE BACKFILL OVER FABRIC SIL T FENCE DETAIL SCALE: NTS i !D ..- tot') . o N N 1 18" <j . 3: ~ ~ tot') 1~ ~N Q:; . en 00 . (/) POSTDEVELOP, BASIN TREES TO BE REMOVED NOTE: 1 , ENTIRE SITE TO RECEIVE BAHA SOD WITH SPRINKLER SYSTEM w/ 100% COVERAGE. , / / , ,------- I 5.00.06'30"E. I 18 I 10 o lci N IN I I ~ w I ~ ~ ~ I ~ I ~ I I I I I I <JI Jo"pf ~ I I I 18 I Iw ~ \:- I ~~, I tot') ffi EE . I ~ 1'2 . IZ . 12'(M) 10 112' FDOT CERTIFIED LIME ROCK COMPACTED TO 981. MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 12' SUBBASE STABILIZED TO 40 LBR AND COMPACTED TO 981. MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 2, PLACE APPROVED BARRIERS AROUND ALL TREES TO BE SAVED. 3, ALL RESIDENCES HAVE STEM WALL FOUNDATION. 4, INDIVIDUAL GARBAGE CONTAINERS FOR EACH RESIDENCE. MAPLE OAK CITRUS MAGNOLIA WILLOW PEPPER TALLO 2" REPLACEMENT LIVE OAK TREES EXISTING TREE LEGEND <> <J o B3 D EB o CD OFFSITE PA VlNG DETAIL SCALE: NTS 5.00.06'30"E. 165,01 ' 0'1 N 1") '<t 1") N '" ~ o o . o N 34.0 N 39.07-- ..- tot') . o N N 3,9.14 CONSTRUCTION NOTES: 34.0 VI -..J o 1, ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED, 2. ALL PROPOSED WORK MUST COMPLY WITH FOOT PLANS PREPARATION MANUAL. 3, ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. -I> o 00 I 4. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS, 5. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES 600 THROUGH 650, 6. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 7, ANY SIDEWALK, THAT BECOMES UNDERMINED, MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL, WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST JOINT. 8, SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO PLACING ASPHALT, 9, COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (100%), 10. DISTURBED AREA WITHIN THE RIGHT -OF -WAY WILL BE COMPACTED TO 1 DD% OF MAXIMUM DENSITY AND SODDED, 15.0 11. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY, ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP, 31.2 8.97 25.36 . . ~ l.oJ ~ ~ ~ ~ ..- tot') N 15,0 8,9 U') ~ ~ N 31.4 .q- tot') N . . en ~ en 00 0 IX) . d 0 0 ~ . Z 1") 1") .n I{) (/) N N 12, ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT, 13. PRIOR TO COMMENCEMENT OF WORK AND/OR PRIOR TO START OF RESTORATION, COORDINATE THROUGH A "WALK-THROUGH" WITH PINELLAS COUNTY HIGHWAY DEPARTMENT REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT - ESPECIALLY CONCRETE, ETC. 14, ALL ABANDONED PIPE TO BE REMOVED FROM THE PUBLIC RIGHT -OF -WAY, NORTH 165.49' BUILDING SETBACK PLAN DIMENSIONS AND LANDSCAPE PLAN r BY" DATE REV, ... ~ "..... ~ ~ "'=t- ~ ~ o co C\l 0) .. ...... W lJ.. t'";) ~ co 'It t'";) . I:l:: -.. ..j ~ . z~>- w<W mOl:!: Zl:l::u~ ..... -co ....Zl:l::o ::r:< l'- ~.~E- ~ z ~ ~ 0 0 Z 0 -- ~ =: E-4 > Eo-< Z 0 ~ ~ 0 0 < lJ:l U ~ Z rn .. Z ~ -< E-< 0 ...:l ~ u ...:l~ W ~ ::>~ -.. 0 0 ::Sz I:l:: U_ lJ.. U ::s 0.. .. c....::> Z - E-< Z w - ...:l U - 0.... ~ c::::> 0:::; ~ 0 co E-~co Z ;..:j'lt ~<t'";)~ ~ ~ .0) E- ~...:ll'- r:.r.2 < ~ ~ ~o I ::- I:l:: ~ 'It ZlXl<t'";) - ~~ .~-I Q::l .......:l l'- .t'";)OC\l ::::0::::: ~::r: l'- r DRA'w'N "'" K.C. CHECKED R.M.H,JR. DATE 2-5-01 SCALE I" = 20' JOB NO. 00-021.01 SHEET ST-2 OF 4 SHEETS ... ~ ~ ,- - - - - - - 10.00 UTI~ EASEMENT- I I 18 I I I I I I g I ~ ~ ~ :J i= :::l I I 0 I I I 1 I I <11 30'/Pf * I I I 18 I I I I 16 I I EXIST ,-'----^v- 380.00' 30" <1 8" M.H. #2 RIM = 22,40 INV. S= 16.57 INV. W=18.00 60" 10" IS" 8' RETENTION AREA 11 ~ ~ " ~ i:: ~ " ll:: 0:: l- V) 0. ::::;; :::l I . " ,,~ I 1', I -l- I I i~':- . I . . ~ I II I :;= '. . . ~II II . . . I II ~ . . . II II . . ~ -I- .- oj- M_H.~#3 . II~ RIM 25.5 '6 INV, 20.0 nil I ...:.I.. __ ~II t') -l <1'ri' . . III 18" III 10 4" EEl 12" <1 2.. <1 3) NEW 3/4" WATER METER " <160 " 10" D @ 2.67% 1.25 30" <1 (3) NEW 3/4" WATER METE 8' SIDEWALK McMULLEN BOOTH JAD R!W VAlES WEST BOUNDARY N,E, 1/4, N. W. 1/4 SEC. 16, T 295, R 16E \ ~ 30' CURVE \... SINGLE "yo BRANCH (I) ~-t i~ i2 ~ ~ 27,84' I~ I -' ~ I [5 I ,.-: :;= 15' SEWER EASEMENT to 11Il Y O.R. BOOK 10956 fi I: PAGES B 17 THRU 820 I I ~ VEXIST. MANHOLE W RIM = 20,70 EASEMENT I I INV. E= 15,59 11058 ~c>r 0 INV, NW=15.70 - - - - - - j~ ~'---r--CORE MANHOLE _ _ _ _ _ _ _ ___ _ ~40 LF 8" PVC @ 0.50% P 14 LF 8" PVC @ 0,50% ...... ~ I -=-1-=--=--=--=-1-----~ DIRECTIONAL BORE M.H. #1 RIM = 21.00 INV. SE= 15.90 INV. N= 16.00 NOTE: PROVIDE BLANKET EASEMENT FOR SITE FOR WATER AND SEWER LINES, NOTE 1. RISES SHALL BE INSTALLED ON ALL WYES (BOTH PRESENT & FUTURE SERVICES) TO PROVIDE DEPTH AT SERVICE NOT OVER 4,0' EXCEPT WHERE OTHERWISE REQUIRED, 2, MINIMUM CUT UNDER ROADWAY - 4.0'. MINIMUM CUT AT PROPERTY LINE - 3,0' OR AS REQUIRED FOR SERVICE, 3. RISERS SHALL PREFERABLY FOLLOW SLOPE OF BANK TO REQUIRED DEPTH, 4. RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL. .~~~ ~~~ SEE NOTE 2 SERVICE PIPE 7 BEND 45' 'I" OR ''Y'' BRANCH & BEND ____ ELEVATION SECTION EXISTING TREE LEGEND o <I o ill o EB o o ~ ~ .--"\ " * l:t) ill: SCALE 1" =20.0' 0' 20' 40' 80' 80' LEGEND MAPLE OAK CITRUS MAGNOLIA WILLOW PEPPER TALLO REQUIRED TREES PROPOSED CONTOUR EASEMENT SEWER LINE WATER LINE Best Copy Available WATER/SEWER CLEARANCE REQUIREMENTS Vertical Clearance at Crossings: Gravity sewers ar force mains crossing under water mains shall be laid to provide a mInimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe. The crossing shall be arranged so that the sewer joints and water joints will be equidistant from the point of crossing with no less than la' between any two joints. Where the minimum 18" separotion cannot be maintained, the sewer shall be placed in a sleeve or encased in concrete for 20' centered on the point of crossing. Where there is no alternative to sewer pipes crossing over water mains, the pipes shall be centered at the crossing as indicated above, and the water main shall be placed in a sleeve or encased in concrete for 20' centered on the point of crossing. Adequate structural support shall be provided for the sewer to prevent damage to the water main. Horizontal Separation Between Parallel Lines: A. Gravity sewers and storm sewers sholl be installed at least 10' horizontally from any existing or proposed water main. The distance shall be measured edge to edge. In cases where it is not practical to maintain a la' separation, the water main shall be installed in a separate trench or on an undisturbed earth shelf located on one side of the sewer and at an elevation so that the bottom of the water main is at least 18" above the top of the sewer, and the water and sewer joints shall be staggered. B. FORCE MAINS shall be installed at least 10' horizontally from any existing or proposed water main, SANITARY SEWER/RECLAIMED WA TER &- POTABLE WATER/RECLAIMED WATER SEPARATIONS When the reclaimed water line is transporting water for public access irrigation: Maximum obtainable sf., ration of reclaimed water lines and domestic water lines shall be I :ticed. A minimum horizontal separation of 5' (center to center) or 3' (outside to outside) shall be maintained between reclaimed water lines and either potable water mains or ,:,:mcge collection lines, An 18" vertical separation shall be maintained at crossings. When the reclaimed water line is transporting water for nonpublic access irrigation: The reclaimed water main shall be treated like a sanitary sewer, and a 10' horizontal and 18" vertical separation shall be maintained between the reclaimed water main and all existing or proposed potable water mains, No minimum separation is .required between the reclaimed water main and sanitary sewers, other than that necessary to ensure structural integrity and protection of the lines themselves, NOTE: When it is impossible to obtain proper horizontal and vertical separations as stipulated above, DER may allow deviation on a case-by-case basis, if supported by data from the design engineer. Approval for the deviation must be obtained prior to construction. C.I, FRAME '" COVER U.S. FOUNDRY '" MFG"7 1 195W OR EQUAl NOTE: 3'-0" DIAMETER lYPE "A" MANHOLE SHAlL BE USED AT THE END OF AlL 8" SEWERS WHERE MANHOLE DEPTH OOES NOT EXCEED 4' -D" OR EXCEPT AS NOTED OTHERWISE IN PLANS, NOTE: CONCRElE OR BRICK DROP 7 ENCASEMENT / SEE NOTE 1 1, PRECAST WAlL THICKNESS SHALL BE 6" FOR ALL DEPTHS AND REINFORCED PER ASTM C-478 ANO WITH CONCRETE CONS'STING OF 40DO PSI AT 28 DAYS, lYPE 1\ PORTLAND CEMENT. 2, AlL RISER UNITS SHAlL HAVE A MINIMUM HEIGHT OF 12" WITH THE CONCENTRIC CONE SET BETWEEN 2 1/2" ANO 14 1/2" BELOW THE BOlTOM OF MANHOLE COVER FRAME, 3, ALL TONGUE AND GROOVE JOINTS SHALL BE JOINED AND COMPLETELY SEAlEO WITH RAM-NEC PER STANDARD SPECIFICATION, 4, ALL INTERIOR AND EXTERIOR MANHOLE SURFACES SHALL BE PREPARED FOR COATING AND COATED PER STANDARD SPECIFICATION, ~ ~ ~ ... -' ~ ~ SEWER I PIPE J :L:r ~ NOTE 6" NO, 8' "-l ......'u...,.......,...... ;0,':" ....., 1_6" I ..... "............ 'I..! B<NC. ..,'",'.. ...',%....: ".:..:.'.:..:..:.7.~".':'.",.:~ ,-,' ~~~:.~'.: ~..;;~ \~.:.7.~".~'~' . ..:.:..~::..... :~..:.~l~:.:~.' ~~~.::~-.~.~:..~..;..;:~~::.f.~:.~.;. ,*,~.''!:: ...::~':~..::~l::::,!\~::o::'.\.... ~.."~:~"O::-:. r lYPICAl 3/4" ROCK L 6" MIN DEPTH J 3/4" ROCK 14 0 8" O,C, { 8" SLAB WHEN LESS} OR AS DIRECTED 12"T:r~ 1~~~EE:ORE SECTION BY ENGINEER SECTION c~C~~Y'~R 'fJ.~' THAN 12' DEEP SEE NOTE 1 5, SUBMIlTAL FOR APPROVAl SHAlL 8E MADE OF PRECAST MANHOLE SHOP DRAWINGS, MANHOLE FRAMES AND COVERS, METHODS TO BE USEO IN SEALING, JOINING AND COATING MANHOLE SECTIONS BEFORE CONSTRUCTION BEGINS, BELL ENTIRELY ENCASED MAIN1AlN JOINT FLEXIBILllY 6, GASKETED MANHOLE CONNECTORS SHAlL BE SUBMIlTED TO PINELlAS COUNTY PRIOR TO USE. FOR GROUTED CONNECTION USING PVC PIPE, A SUITABLE ADAPTER REQUIRED. 7, "FlAT TOP" OR HORIZONTAl SLAB MANHOLE TOPS ARE NOT PERMIlTED ON J' OR 4' DIAMETERS, B, AN OUTSIDE OR INSIDE PVC DROP CONNECTION IS REQUIRED WHERE INLET IS GREATER THAN 2' ABOVE MH INVERT, A FLUME SHAlL BE CONSTRUCTED ON DROPS 2' OR LESS ABOVE MH INVERT, ENCASEMENT SHAlL BE OF EITHER CONCRETE OR BRICK BONDEO WITH MANHOLE, WITH MORTAR FILL AROUND PIPE SERVICE CONNECTION DETAIL ALTERNATE DETAIL AT TOP OF RISER SCALE: NONE SCALE: NONE SEWER SYSTEM SERVICE CONNECTION DETAIL PLAN DROP MANHOLE SCALE: NONE TABLE DIA. FOR PIPES 4'-D" 24" '" UNDER 5' -0" 3D" '" 36" 6'-0" 42" .Ie OVER PLAN STANDARD MANHOLE SCALE: NONE SEWER SYSTEM STANDARD & DROP MANHOLE DETAIL WATER AND SEWER UTILITIES PLAN r BY'" DATE REV, '- ..I I>-.. c::::>) '"'-I :::::to '=1:1:: ~ o co N C>> '=It::: ~ ~ '" 10 to <o:f' '" ..... - e::i .., ..j ~ . ZQ:>< ~<~ rnott: Ze::iUIO ..... -co .....Ze::io tt:< l'- ~ ,j~~~ .~ e::i,,<o:f' ~ tt: - CO ~ ~~~~ ~ ~~~~ ~ ~ ~ Z ~ ~ 0 Q Z 0 -< ~ := E-t > E-o Z 0 ~ ~ 0 0 ~ lJ:l U ~ Z 7JJ. .. Z ~ < E-< ...:l .....:l u 0 ...:l .....:l ~ ~ ;::l ~ .., ~ 0 0 Z e::i U - ~ U ~ 0.. r "" . Co-) Z - - 0... ;:::J ~ 0::: ~ 0 E--< CO ~tO Z ...:l"<l' ~ <"'10 =s ~ _ C>> E--< Q...:ll'- cr.:l <~1O ~ o . I >- e::i:><"<l' ?: z a::l<'" - IOS'? Z . ~ o:l .......:ll'- - ",ON ...:l . U ~ 1Ott:l'- '" ..I r DRA'WN "'" K.C. CHECKED R.M.H,JR. DATE 2-5-01 SCALE 1" = 20' JOB NO. 00-021.01 SHEET ST-3 OF 4 SHEETS " ~ f 4 5'-0" BAFFLE r~E1rl1 WEIR 2 I 4 TOP OF WALL 1= 22.75 TOP OF WALL 2= 22,25 WEIR 1 = 22,25 WEIR 2= 21.75 ALUMN BAFFLE PAINTED GREEN NOTE: SEE GRADING PLAN FOR PROPOSED ELEVATIONS WEIR 1 BOTTEM OF BAFFLE = 21.92 WEIR 2 BOTTOM OF BAFFLE = 21.42 SWALE SCALE: NTS WEIR ELEV A nON SCALE: NTS ...-- ~ ./ 19 o 0,' \:- x o 0,' ;2 o,i'r-- \:-t 20 ./ 21 BERM 22.5 I Jl~l f "I' '"', ~ ---- - ~- ~ 22/ ~ - L"- \ l-- - - - ...-- ~ 23 ~ "" ":1' ~ , 01 ').' (1. ---- 24 ,'-1 23,0 25 ~~ C(}, ":1' (I- o v,- ~ , 20- '" ~ -- - --- - 27- -- I 25.0 I n X '0"" (\- PLS 7 0 ,",'0 >< o _ -19 V 0,' \:- x _ _20 -- ~ '"', \..~. >< -21 ~ ~ ,......- --- "" '). (l- x '- - -23 ~ 0'< '~~' x.~ --........ -.. " "- -.. - ~, <Q ~ (\- '.(: /'22 - '-24 ~ KNOCK OUT BLOCK W/ # 5 !Il POURED SOLID BAFFLE RET.#1- TOM=22.75 RET.#2- TOM=22,25 J #5 VERTICAL @ 48" 0, POURED SOLID ~ ~ ~ ~ # 8 WALL REINFORCING EVERY 2ND. COURSE ~ RETENTION AREA ~ RET.#1- BOTTOM=20.0 RET.#2- BOTTOM= 19.0 ,I ""l I I ~~ t-: t-: ~ ~ "'::::=-\ \ :;:;:io.-:::\ \ t: 4" 4" MIN. - --- - . . . 2'-6" TYPICAL RETAINING WALL DETAIL J~ 8"CMU #5 VERTICAL @ 48" O,C, , ~ #5 @ SECTION 16" O.C. L 3" MIN - - . CONTINUOUS RETAINING WALL DETAIL "e" ,'ITS 25 F[~ -12.0 E ISTI 20:; '<l 4 1 15 o 5 10 15 20 f[ kl * ~ SCALE 1'" =20,0' cr w 0:: cr <( lD ~ UJ "'o..~ <., " V) o' 20' 40' 80' 80' , SLOPE TO EXISTING GRADE LEGEND Best Copy Available "I' 0, ;2 /fJs:> ~' ~ PROPOSED GRADE EXISTING GRADE .. ~tt PROPOSED CONTOUR EXISTING CONTOUR POSTDEVELOP, BASIN DIRECTION OF FLOW SOIL BORING LOCATION ~ B-2 8' NOTE: SLOPE TO EXISTING GRADE DETAIL 'C' IS 25'-0' LONG LOCATED IN PLAN VIEW. THE HEIGHT OF THE FOOTING ELEVATION VARIES AT THIS LOCATION. THIS DETAIL IS TO INSURE ROOT PRUNING IIILL NOT BE NEEDED. 57,.3.3 25 W =22.7 20 = 19, 25 15 55 30 50 SECTION A-A SCALE I" =5.0' 26..3 EXISTING GRADE '<l -25 40 20 _ _ _ -. i I ------ :~ -f- ~ -- - - -r- _ _ - -. _ . CD -...... ~ '01" w 1 '-- ,v 0 ~ ........ =;s ,1).1' <i. '). /" I~'" I' I;;: I' '" UJ FIN. FL. c---, ~ _ EL.=26,OO ~ - - - - - - -;-,168-..S0. FT~r--- - - - ~ ^ I r5,OO~ - I :~~~ ~ I 25,5 r 6.00 I P I ./ ~~ _ _ _ j tSWALE II, '-J 25.31 v ........... --........ 'i 25.5'1' - 1.- --. ._-. .-.- ~._./ ': JI~~ EXISTIN~ GRAJ)~ .7 -. - T "~ ...... .. . I ~ ~ - s I/~ ,/f{~ <-AI;:)"NV -. IY 8 SIDEWALK 0,' ~ '" DROP INLET TYPE 0 BOX ~ ::y' 8' SIDEWALK WITH 6"x21 " SLOT IN SIDE I ~'////~ 21 a - !,l. - I '0 /////~ " 64 LF '5: RCP TOB TOP = 29,50 ~ '- / N, INV. = 26,35 ! '~~ ~ MES DOT INDEX #272 _ _ _ _ _ _ _ _ _ S, .!...NV, .: _26,25 _ ~ ~ ~ INV 26.00 CENTERLINE SWALE --O~ ------------- ~;i:o,v ~ " 46' n 0'/. Z ......~_. SAW CUT PAVEMENT/ "/~?9:.. "---............... 7'00 EXISTING AREA TO BE REMOVED ';;9'9~ /"-., ~ IZ:CCT cv,:::,NEW D~~EWAY ~6' SHOULDER @ 3/4"/12" McMULLEN ~~ ROAD l_"EET EXISTING GRADE 35 3 8,00 .It 25 20 e- 15 15 10 5 o SECTION B-B SCALE I" =5.0' ........ 26 MANTENANCE AM) QOERA 770N NSTRt./CTIONS FOR ON-SITE STORM WA TEfl FACILI7TES I, CUT AND REMOVE GRASS CLIPPINGS FROH THE RETENTION POND SIDE SLOPES ON A PERIODIC BASIS. IN NO CASE, HOIIEVER, ALLOII THE GRASS COVER TO BE MORE THAN SIX (6) INCHES IN HEIGHT. t? ONCE A HONTH REMOVE ANY DEBRIS IIHICH HAS ACCUMULATED IN THE RETENTION POND AND DRAINAGE INLETS, 3, ANNUALL Y INSPECT THE RETENTION POND FOR THE FOLLOIIING AND REPAIR AS NEEDED. A, DETERMINE THE BOTTOM ELEVATION OF RETENTION POND. IF RETENTION POND HAS ACCUMULATED MORE THAN FOUR (4) INCHES OF MATERIAL, THEN REMOVE EXCESS MATERIAL. B, DETERIORATION OF OUT FALL IIElR. S7"CBIWA TEfl CONSTRt./C77ON NSTRt./CT/ONS: /. DETENTION AREAS AND SIIALES SHALL BE ROUGHED IN INITIALL Y TO GENERATE SITE FILL AND INTERCEPT CONSTRUCTION RUNOFF. t? CARE SHALL BE EXERCISED TO PREVENT DISTURBANCE TO THE NATURAL VEGETATION IN AREAS NOT PROPOSED FOR IMMEDIATE CONSTRUCTION. 3, AS SOON AS PRACTICAL, ALL DRESSED SLOPES AND DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO PREVENT EROSION. 4. HAY BALES AND/OR SIL T SCREENS SHALL BE INSTALLED ADJACENT TO THE IIORK AREAS TO PREVENT SEDIMENT TRANSPORT PRIOR TO THE COMMENCEMEN OF ANY CONSTRUCTION. 5. ANY SIL T OR OTHER MATERIAL THAT COLLECTS IN THE POND BOTTOM DURING CONSTRUCTION SHALL BE REMOVED PRIOR TO FINAL GRADING AND SODDING. PAVING, GRADING AND DRAINAGE PLAN r ~? DATE REV, "- ~ ,. " "" ~ ~ ::::to ==l:l=: ~ o to N ~ ::tl::: I'z;l Il. t'? ID to -.:t' t'? -~~ J . ~ ., ...j rz.. ZO>< 1'z;l<1'z;l rnO:I:: Z~UID --' -to ""Z~o :I::< I'- ~.~Eo-0 ~ to __ " ~ .. Eo- .....::l <r: ~ z o .....::l o U -< o - ~ o O~ <~ o ~>= :J::E-< E-oZ o:=> o 0 Q:lU Zrn ~-< ~~ ~~ ~~ ~Z u_ ~c.. r "'I . ~ Z - - 0... :::::> 0 ~ to e:::; to -.:t' ~ t'? E--< ~ < Z...:Io ~ <saID :=s ~o~ E--< 0...:1 I'- c.r.J < rz.. ID g;: 0 . I Z ~><-.:t' Eo-< _ a:l<~ Z . IDSI I'z;l Q::l .......:11'- - t'?ON ...:I . U :::..::: IDl:I:1'- '- ~ r DRA'vIN "" K.C. CHECKED R.M.H,JR. DATE 2-5-01 SCALE 1" = 20' JOB NO, 00-021.01 SHEET ST-4 OF 4 SHEETS '- ./ PRELIMINARY PLA T ee~f r ' A...' p" "'ail~ " " -~'e LOCA T/ON MAP NOT TO SCALE NOTICE: THIS PLAT AS RECORDED IN IT'S GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT, THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, LEGAL DESCRIPTION _smm THE NORTH 1/4 OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE WEST 50 FEET THEREOF CONVEYED FOR ROAD RIGHT-OF-WAY AND FURTHER LESS AND EXCEPT THE EAST 400 FEET THEREOF. ~ C) ct ~ CJ CJ Iv] BAYSHORE TOWNHOMES LEGEND: It CENTERLINE P.OB, POINT OF BEGINNING P.O,C, POINT OF COMMENCEMENT . PERMANENT REFERENCE MONUMENT R.O.W. RIGHT-OF-WAY - - EASEMENT LINE 77.88' N.89'32'21 "E, 220.00' 56.00' 86.12' ~ C) ct ~ fi. :\~ CJ , \ Ol , . :\'J a 0\ ,~ a a CJ a i'-. C) 'v0 a C\J c::i \; ~ c::i c::i 'v0 CCI a CCI CCI a <: CJ C5 Q: Ol ~ Lei (Q 78.52' 72.70' 56.00' 60.00' 85.62' 87.44 ' , a a c::i CCI I~ ~ a ~ Lei a (Q ::r:: - ~ .LU 2 a Lw ,~ (Q Q: a a . ::r:: a ~ a Vi Qli 28.5' INGRESS/EGRESS - i!: Q: a <: ~ .~ , Ol , tx - C) Ol ,~ ~ :\~ - '0 C\J 0\ a ~ i'-. Lei N C) Lei 0\ ~ Lei Lei CCI 'v0 CCI \; CCI CCI a QJ \; a <: 0 5 10 20 40 ~ -J -J 1 " 20' ~ ~ (j ~ J N 2 2 2001 73,39' 60.00' S.89'24'53'w' 220.31' 86.92' Pn\lff N / i r ~~I! r'i f'-: -','i!" Ii ;ii ii AN i4N2U 2001 [ii''!,''':: ~ am i' f I" ",i'l " L L""u~',.., FLORIDA BENCHMARK, INC. PROFESSIONAL SURVEYOR 1 882 DREW STREET PH, (727) 298-0286 CLEARWATER, FL. 33765 FAX# (727) 461-0696 AUTHORIZATION NO, LB 6947 r.....,..!I"I!: ~', ."'~. -':! pi. CHNUJ ~~, ,,' .;- i,:' Il-d :;;1'",. . ,",:', . 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"", , ' "'~.;', 4:" "] ",~ ,,':~~ , u;~'?1# "t"t '.iV'll ,~~~~ ," ,"",/0 ':?,,'1 ';:""1"" '~,' ,.... , , "" , ~ 'f-, " ,'",: ,l'-~ ~:i "'.,~ ,"\ ~,;':;,~ ... < ;/"', . ~ . ,f' ,. " , ~.r~::\l ~' ,~: ,-y"" ,~~~ :.,~~1 '. :::1/, " .,,;.1 '~. :1 '~~ : .~~:::.~ ..~~ , "~: J. ',~ ,'.',; : J'.:r.:'l .". ~, ," ~, ";, " .... " " '. '. " -, -.<: ;. ,.' '"" , ~,} '~ .~" ,~,. , . ~, 'I "p 5, ~,. " ',< ',' -," " ) ;:<,.:': ,;;' ,,' . . ~,~~-' " .'~ ". <' ,'''. "~ ,~ " " :1" , fl,:}~, ~~ .,<,., ,,' .' " . ~".., ,.\..... -, ',' " " , , f'. ";'.1:'., ;~ - -'H ". '0: .~, . +; ~, . ...;, .., ,,' ~:>A l' 4. ~; l' ,- , " ,. (" , 1- ", ,_tJ ,j~~ ',' " ","- ."1 ~.." ' .....- ------ --- REMAINDER S,W. 1/4, NE 1/4, N,W. 1/4 SEC, 16, T 295, 16E 10.00 UTILITY EASEMENT ---- ~ '!>. X --- --~-- SIR 5/8" --- ___ S. 00.06 '30 "E. /' 19 I-- I <b\ '!>' I ' I 18' 30" I 12 ./,j-~- ./ I C'-I I ~ '!>' X <b\ '!>' , EB 8" ./ --- ....... - - 20 - ~ - 2(/ ~ c X" I I I .....--1---- I J------- ---- I I 1.....- .....-<:]1 24--""'- 30"Pf '* <J __ I 8" 25 I I 1 I ---tGj-- 2~ ~ ~ 1- ~ I ~' . 27- - - -t gs- _'~ _ 1<: 33 . 12'(M) X FCM 4X4 NORTH PLS 750 TBM = 27.97 <J "74 '<-- 10,00 UTiliTY EASEMENT ~ " X '\' " '" ~ <: ~ - " c' ->'<:?<:..- -- -<J _ _ _ -E~L- NO 1.0, 165.01 ' 6' ~ 'b' , 6" <J - -,~ --- 10" --- 15" ---- - - [J --- --------- '\' '!>' X -... -... o 12" - 0- 6~~ , \. ~ '\' '\' .", X' 20" -- - ""-.. --------- --- ~ <f" 30" - f70RT7DN-S:W,-L/4.....!',E, 1/4, N,W, 1/4 SEC. 16, T 295, 16E ___ LJ <: -l,J ~~ ~gf lJjt\l ~f- l.:i 0<0 :c:- ~l c) t\I 8.6' . - Ol c) oi 17.9' <b\ n' ~ <::> "'~ n' ., 'Ii 35,3' PORCH EEl o 12" <J . '!>' (V OP ASPHALT --- --- --- --------- 13.5' 7,5' . - - - --- ~ ~ n' l' "...- - - --- <J - - - - - --------- 6' :'J' ~ --- --- - - -... -... " ~ X " "- " ........ --- --------- "- ""-.. ""-.. --- - -"8~ ~ .v' TBM = 27,08 <J SIR 5/8. 24-- .....x ~ -~ - - WB 8' CSW o McMULLEN BOOTH ROAD R/W VAllES - -- <J 60" - - ~ -21 X Q15' SEWER EASEMENT O,R, BOOK 11058 PAGE 76 - ---- 97,25' EXIST, 8" SEWER ~ 'b' , ~ '!>' , ~ - Iv) c:i C"f- C'-I I - 9- - - - -22 - ---- " ~, X - o 10. --- .....- - A]- 30" ~ '),' '" - ".q- N 'to t'1 --- 165.49' SIR 5/8" CENTERLINE TO .sJ 18" --------- :.. U 8" ---- --- _________ 0 ~ ~ 8" ONE STORY""-.. RESIDENCE " "- #7 , (TO BE REMOVED) , "- ~'P '" SHED ~ ~ ~ .!O ~ ~ 0) ItL. tt} ----- WEST BOUNDARY N. E. 1/4, N. W. SEC. 16, T 29S, R 16E SWALE 1/4 ~ ~' 'J; ~ 'b' X _-19 ~ '!>' X _ _ _ _20 r ~ X"" --- - ~ - ~ :?: ~ LJ <: ~~ - ---23 "-.. 6' 't:. -... "- " -... --- ""-.. ';;>~ 'J; ___ TOB ---- lJj 3:i Ol iii t\I 15 f- o <0 ~ - ~ l' EXISTING GRADE I 00.00 I PROPOSED GRADE ~ * i;t: SCALE I" =20.0' ">-----' 0<:.., " o MAPLE <J OAK o CITRUS H3 MAGNOLIA o WILLOW E9 PEPPER o TALLO l:I) ~ EXISTING CONTOUR PROPOSED CONTOUR EASEMENT SILT BARRIER PREDEVELOP. BASIN POSTOEVELOP, BASIN DIRECTION OF FLOW o' eo' 40' 80' 80' , LEGAL DESCRIPTION: INDEX ST -1 ST-2 ST-3 ST-4 PREDEVELOPMENT DIMENSIONS AND LANDSCAPE PLAN WATER AND SEWER UTILITIES PAVING, GRADING AND DRAINAGE THE NORTH 1/4 OF THE SOUTH, 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECndN 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE WEST 50 FEET THEREOF CONVEYED FOR ROAD RIGHT -OF -WAY AND FURTHER LESS AND EXCEPT THE EAST 400 FEET THEREOF. 0) ~-i -I>- i~ ~ ~ ~ tr !IS - .n ere ioa '< Ii. ,.::.;. "'" ,.,. -"'NG' ~.... ~.,.,..;, .r..... SAFWfY HARBOFI SPA AI! STATION POST OFACE . ; -- CHAM8!J1 OF I COMMERce s . ~ RECREATION SQAT.-', Cf!NTE!:R ')-SASlN Pl~ I I y 15' SEWER EASEMENT /1 O,R. BOOK 10956 PAGES 817 THRU 820 I I EXIST. MANHOLE NV. = 15.59 RIM = 20.70 "- ._"_COOPERS "OINT 1 .....~ I '/.SlTE: CLURWATER (:tCHRIS'RAW COLUtGl' :Pc. /"1 _-- 60 ' . -- -- ,/ ",:. ,/ " LOGA 7TON MAP ""-'.-."" .......", ENGINEERING DA TA: TOTAL SITE ARDI = 36,380 SO. FT. 0,835 ACRES TOTAL BUILDING AREA = 7,008 SOfT. TOTAL PAVEMENT = 7, 120 SO,FT. PAVEMENT ARDI RATlO= 0,20 IMPERVIOUS AREA RATIO = .388 TOTAL GRASS ARDI = 22,252 SOfT. NO. OF DWELLING UNITS = 6 EXISTING ilEGETA TlON CONSISTS OF GRASS AND TREES. THE MAX, BUILDING HEIGHT IS 35 FT. NO ON-S."E BURNING SHALL BE PERMITTED, FUGITIVE OUST TO BE CONTROLLED BY SPRINKLING BY THE GENERAL CONTRACTOR, REFUSE COLLECTION BY INDIVIDUAL CONTAINER, FLOOD Ze'NE: ZONE C NO SIGNS ON SITE NO AREA LIGHTING PROVIDED PARKING REOUlREMENT.' 2 PER DWELLING UNIT X 6 = 12 SPACES PROVIDED SPACES=12 SPACES (2 C4R GARAGES) REOUlRED DRAINAGE VOLUME: SOIL TYPE: MYAKKA, fine sand ZONING: LMDR USAGE OF THIS SITE IS FOR A RESIDENTIAL DEVELOPMENT. PROJECT TO BE COMPLETED IN 1 PHASE. WATER - CITY OF CLEARWATER WASTE WATER - CITY OF CLEARWATER POWER - FLORIDA POWER CORP, IRRIGATION TO BE BY SPRINKLER SYSTEM GENERAL OlWl,' UTILITIES: ENGINEER: RALPH M. HANSEN, JR., PE 19280 DESIGN SERVICES, INC, 6636 ROWAN ROAD NEW PORT RICHEY, FL 34653 (727) 849-7085 K.B. INVESTMENT GROUP, INC, 5315 BROADWALK HOLIDAY, FLORIDA 34680 727-534-5795 FLORIDA BENCHMARK PROFESSIONAL SURVEYOR 1882 DREW STREET CLEARWATER, FL 33765-291 (727) 298-0286 ~ i JAN 2 4 2001 OWNER: DRAFT SURVEYOR: ~ ~ ,\ T PREDEVELOPMENT / """ DATE REV. BY '- ~ ~ 0) G,j ,.".. ""*'= ~ o CO N (j) ==II::: rz:l tL. M ID CO "'" M .~~ J . P:: ~ ..j ~ Z~>= rz:l<rz:l cnO~ ZP::UID ..... .....CO .....ZP::o ~< l'- ~ :i~~~ . ~ P:: tL. CO ~ ~ -- ~ tL.COI!=l'- ~ ~~rz:lZ~ '-.::>~ P:: CO '-' ::E ~ 1-4 Z 1-4 ::E o Q Z o u < o - 0:: o Q~ <~ o ~ ::c: Eo-< o o lJ:l ,. E-o U rz:l ~ o P:: tL. ~ o <r: ~ ~ 1-4 > ~ <r: 1-4 Z o ~ o u Zrn ~< ::3:j ~~ ~Z u_ ~p... ~ :>-t E-4 Z ::> o u C"..;) Z - ,. E-o Z rz:l ..... ~ U - 0..... ::::> ~ r;:::t:::; c.;l 0 CO E- :::.::CO Z~"", ~ <MID ::::s I!= . (j) E-~~l'- Cr.:2 < ~ ID ~O I ;:;.- P:: >= "'" ZlXl<M - ~ID ID~I .......... ~..... l'- --- MON :::::c::: ID~l'- ) / DRAWN ....., K.C, CHECKED R,M.H,JR. DATE 1-19-01 SCALE I" = 20' JOB NO. 00-021.01 SHEET ST-IA OF 4 SHEETS '- ~ PAWhG NOTES 1. ONSITE CONCRETE AREAS TO BE 4' THICK 300011 AIR ENTRAINED. \J/6x6-1I10/1O \J\JF MAXIMUM SLUMP TO BE NO MORE THAN 4'. ALL CONCRETE TO BE \JOOD FLOATED, STEEL TRO\JELED. FINISH TO BE MEDIUM BROOM FINISH. 2. OFF SITE CONCRETE AREAS TO BE 6' THICK 300011 AIR ENTRAINED. \J 16x6-1I10/10 \J\JF MAXIMUM SLUMP TO BE NO MORE THAN 4'. ALL CONCRETE TO BE \JOOD FLOATED, STEEL TRO\JELED. FINISH TO BE MEDIUM BROOM FINISH. 24.00' Cl ....: . . "':"~''''""a _.' .....: '. ..' "". ",' ..... ."!- "i' '.. .:~.'" ..." ..; ,:. ;;:,::',,:.: :~':6"3000#'CDNC'. 'wi \tiRE MES'H:';:;,:~::,i;,:-- ::. :.::", '." . ''':.'. ;"''l.. ....;.:..,.... ..... l .. 'i!. . .;.. ~'.'" .;. .., ..,,": :...0 J ."~".. "';.;.. 4' 300011 CONC. wi \JIRE MESH 1/4" PER FOOT 1/4" PER FOOT ... ... .';\'r.-;:v...... .&; ~. (.~ ~ - . 'rs ". 1 .....$-:t.:;;" -:..ot-...(~}..J<~~:~~: . ( t! ;I..~ r.!..~V ... ;t:'!.'i ...':..... )':. ~:~~,,~);':f.i" OFFSITE DETAIL I-- I I 18' I Ie o 10 N IN I I ~ w I ~ ~ ~ ::::; F ::> 33 8 '. 10 r ~ [IJ I- W VI I- -' f<J NOR H SECTION C-C (O/V-SfTE) NTS CONCRETE PA V1NG DETAIL SCALE: NTS -------1------------- 5.00.06'30"E. 10.00 UTILITY EASEMENT 165.01' 0" ~I i [IJ .01' SILT -sfo;RRIE 'o~" 10" 8' RETENTION AREA 11 ..- ~ 'q; <: I'll . o N N 18 i::: ~8' ~ 0 Cl:: " , 8: I ~ o o . o N N o 90' n I 1 c . to "<t ~ I u '10"~ I 1-0 p_l7J~ rJ' ..- VI VI ..., a:: C-' ..., 1M 8" . w 8 JtI ~ ~ en ",1'11 '" N . o (f) 24!0 + I &1 / ;/k I : ~<o~{1 I JO" ml . "" 6 N <l ~ ~ 6' DRIVEWA ~/ / I~' i-r> / L/ ~ ~~ - C9SETBAC~- 8 ! ~ in I . w ~ ~ VI VI ..., a:: C-' z 18" <j ;,. N " CONC, STOOP 8_ <J <J 18" N ~ N I'll . en 00 . Z 24" 10 4" 80,00' 80,0 165.49' 8' SIDEWAL ..- 6" THICK CONCRETE W/EXPANSION JOINT 36" 05T AND RAIL FENCE SAW CUT lEDGE OF ASPHALT NORTH McMULLEN BOOTH ROAD WEST lBOUNDARY -N. E. 1/ i N. W" -, /4 SEe, 16, T 295, R 16E R/W VAREB 15.0 15.0 3' SIL T FENCE ENVIROFENCE DR EQUAL 5.00.06'30"E. Ol N I') 34,0 34.0 tH -..J o o o I') // ~ ~ .-----\ " * V') ~ SCALE I" =20.0' /' o' 20' fO' 110' 80' , /" __ 4' POSTS MAX. SPACING B' 0, --- TRENCH AT FENCE BASE BACKFILL OVER FABRIC SIL T FENCE DETAIL SCALE: NTS LEGEND PROPOSED CONTOUR EASEMENT - - - SEWER LINE - . - WATER LINE - , , - SILT BARRIER NOTE: 1 . ENTIRE SITE TO RECEIVE BAHA SOD WITH SPRINKLER SYSTEM W/ 100% COVERAGE. 2. PLACE APPROVED BARRIERS AROUND ALL TREES TO BE SAVED. 3. ALL RESIDENCES HAVE STEM WALL FOUNDATION, 4, INDIVIDUAL GARBAGE CONTAINERS FOR EACH RESIDENCE. 165.01 ' v I') N I') ..- 39.07 I'll . o N N I I ~ I I I I I I <JI JO"Pf* I I I 18 I "' I w ~ :: " 1..- I~,I I'll ffi B3 I ~ 1'2" , IZ . 12'(M) / /, >> ~/ // / // / / 39.14 8.97 o OJ 1 ~ ;j ~:;/< ~ '/~%"":' ~/" /// // /// - / ~,/ , // /:// ///// ,/ / / / / // ' /;,6 /~ / / /'7// ~ / / . / 31.46 31.26 25,3 . 3: :: 68.98 I'll If) ~ "<t N . en 00 . (f) N o I') to o <ri <ri N N 165.49' BUILDING SE I b'ACK PLAN , / / , ~m <CD nil ... ... - Itt) "0 -" CD'( CONSTRUCTION NOTES: POSTDEVELOP, BASIN TREES TO BE REMOVED EXISTING TREE LEGEND o <J o B3 D EB o o MAPLE OAK CITRUS MAGNOLIA WILLOW PEPPER TALLO 2" REPLACEMENT LIVE OAK TREES 1, ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED. 2. ALL PROPOSED WORK MUST COMPLY WITH FOOT PLANS PREPARATION MANUAl. 3, ALL RIGHT -OF -WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL, 4. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT. ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS, 5, SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES 600 THROUGH 650. 6. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES, 7. ANY SIDEWALK, THAT BECOMES UNDERMINED, MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED. IT IS TO BE REMOVED TO THE NEAREST JOINT. 8, SAW CUT EXISTING EDGE-OF -PAVEMENT PRIOR TO PLACING ASPHALT. 9, COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (100%), , 0, DISTURBED AREA WITHIN THE RIGHT -OF -WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED, 11, NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY, ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP, 12, ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE. IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT, 13. REMOVED FROM THE PUBLIC DIMENSIONS AND LANDSCAPE PLAN ~ '" DATE REV. BY 10-25-00 1. K.C. 1-8-01 2. RH "- ~ r '" t-... 0') ""-I "=:to "'I*': ~ o co N 0) :tl::: .~~ : J~ t':) lC:l co -.j< t':) .J J:a:.. ZQ>=' J;;o;l<J;;o;l mott: zI:I::UlC:l .... -co ....zl:l::o tt: l'- ~ ,,:~~~ .~ I:I::,,-.j< .A tt: - co ..::;:) ~~~~ ~ <coJ;;o;lz~ '-.:>~ I:I::co _ ~ '- r "I ::E ~ ~ Z ~ ::E 0 Q Z 0 -- ~ ::c ~ > Eo-< Z 0 ~ ~ 0 0 ~ i:Q U ~ Z rn .. Z r:.:l -< Eo-< 0 ...:l ~ u ...:l ~ J;;o;l ~ :::> ~ ~ ::?J 0 0 Z 1:1:: U - l:l.. U ::?J c.. '- ~ r '" c...::> Z - 0.... :=> c::::> c:::; ~ 0 co E- ::.:: co Z ...:l"" ~<t':)lC:l ~ ~ ,0) E-Q...:ll'- ~<J:a:..lC:l ~o I ::-- 1:1:: "-.j< .. z ~:>o t':) Eo-< - <lC:l Z Q _lC:l-1 J;;o;l o::l ........:l l'- - -t':)ON ...:l ::::0::::: lC:l tt: l'- U '- ~ r DRA\./N "I K.C. CHECKED R,M.H,JR, DATE 1-19-01 SCALE 1" = 20' JOB NO. 00-021.01 SHEET ST-2A OF 4 SHEETS '- ~ --- --- .......- / --- ~ . RFMAINDER S.W. 1/4, NE 1/4, N,W. 1/4 SEe, 16, T 29S, 16E ~ 'll' .; --- --.........",--.. SIR 5/8" --- ___ S. 00.06 '30 "E, 19 I-- I <bI 'll' I .... 1 18' I 12 ./...-r~- ./ I ~ 1_--_ ...- ...- ~ 'll' .; EB 8" ./ ~ 20 .......- 21/ ~ - '\' ..... >t '=' <: .z - , " , 0' ". "'"7-): "iZ-- \ - -- -<f 6" -' <J -1~ D -.......... --- ------ 6" '\' " X '<<I' , -POR77D~W;-J/ t...-.N.F, 1/4, SEC, 16, T 29S, 16E______ -.......... - LJ <: "l..J ~~ - 22/ ,=,gf lliC\j !l::'- l.:J 1::1<0 ~- ~ . C]~ Q::(Jj -- 'S\ >t"" -- /' 23 ~ :'>' '\; - .......- 32.0' 1::1 c) C\j ...- 24 8,6' " - Ol c) 0; 25 17.9' <bI >1' . <:> <;\N ",." (\j 35.3' - ~ '" ~ PORCH ~ - .. n ~ o ., n ~ 12" B3 12" -- c ~ ~ <J ~ c - -Z-4 '~ = > c <J - , ~ . .u .0 c .u .u Ib' ~ FCM 4X4 PLS 750 TBM 27,97 NORTH .u '" OP z ::> .u ::> -' - '" - ~ '" , '" '" ASPHAL T ~ z ," <:- N.W. 1/4 - '. --- --- ------ ------ -.......... ------ ...... (j 8" ~ 8 ------ 13,5' 7.5' - - -- - ....!'. "N ,;(\j. ~ f-)' >t - ~ - - --- --- " <J ~ '1>' .... _ _ _ -ITM 4X"L- NO I,D, 165,01 ' 10" --- 15" - - ---- '\' 'll' .; -- -- 0-- 12" 0- 20" - -- - .......... -.......... --- 'S\ </...., 30. --- ----- <J 60" - - - - - - - - - -22 -.......... 0\ :'>' --X --- - D - 10" - - - - --- -- ./ --- -- " ~ X " " "- '- " .,. ~ -- ~- ------ -.......... 30" -.......... .......... .......... ------ , , r TBM = 27.08 SIR 5/8" <J 24-- ......).( :" -\K - "'t-8 ~ - - ~ '\, '" WE 8' CSW D ~ .u > Z McMULLEN BOOTH ROAD R!W VAI'ES D ~ '" '" - ~ '" , '" '" .0 Z ~ 0: = ::> - --- 165.49' SIR 5/8" CENTERLINE SWA~E 7i WEST BOUNDARY N,E. 1/4, N. W, 1/4 SEC. 16, T 295, R 16E - ~ '1>' " .v 'll. .... ~ - N) c) C'ort- C\,j ~ '1>' .; __-19 .v 'll' .; _ _ _ _20 ~ - - ~ -21 " ....' '" >t Q15' SEWER EASEMENT O.R, BOOK 11058 PAGE 76 - ----- 97,25' ~ rio' '" --- <t "! I') I') ~ 18" -.......... :,>'P '" I I I .......--,---- I I ------- -+--- --- I I 1.......- __ .......-<11 30.Pf '* __ I 8~ I I 1 I ----feu 20-- ~ ~ 1- ~ 1 ~' . 27- - - -+ ~ 1<= 33 . 12'(M) X SHED ~ ~ ~ ~ Ii) ~ ~ C\,j . 0) ~ tti ~ '0' 'V --- TaB I I ~I l"- I to I I I I I ,Y T~' -.J EXIST, 8" SEWER LINE 'S\ >t"" ~ ~, CATCH BASIN N. INV. = 26.32 S. INV. = 26.22 o -.......... " 8-.......... ONE STORy.......... RESIDENCE .......... "'- # 7 "'- (TO BE REMOVED) "'- "'- '=' <:: ~ ,- --- LJ <:: ~~ iii '=' Ol iii <\i eJ '- ~ <0 ~ ~ Q:: (Jj -24 - ---23 .......... 0\ "'-~ --- -- "- ........ -- - -25 --- -.......... ';p~ ------ -26 LEGEND EXISTING TREE LEGEND .,0 -f'll' EXISTING GRADE 100,00 I PROPOSED GRAOE lO::l * il=: SCALE 1" =20.0' o MAPLE <J OAK o CITRUS B3 MAGNOLIA o WILLOW E9 PEPPER o TALLO ">..----'\ <., , l'I) ~ EXISTING CONTOUR PROPOSED CONTOUR EASEMENT SILT BARRIER PREDEVELOP, BASIN POSTDEVELOP. BASIN DIRECTION OF FLOW 80' o' eo' 40' 80' LEGAL DESCRIPTION: INDEX ST -1 ST-2 ST-3 ST-4 PREDEVELOPMENT DIMENSIONS AND LANDSCAPE PLAN WATER AND SEWER UTILITIES PAVING, GRADING AND DRAINAGE THE NORTH 1/4 OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST,PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE WEST 50 FEET THEREOF CONVEYED FOR ROAD RIGHT -OF -WAY AND FURTHER LESS AND EXCEPT THE EAST 400 FEET THEREOF. ~~ .". ~~ ~~ ~ ;Q ~ ,.. :,1 _.~ - DIn cro -" CD'( 27,84' ;4). S?RINGS tor,. SAFIlTY HAR80fI SPA. Be STAnON POST OFFICE ";-. CHAMBER OF , COMMI!.RCE "'-">,.4:~RECRl!AnON BOAr.--. Cl!NT!R '1' BASIN PIER I I y 15' SEWER EASEMENT /1 O.R. BOOK 10956 PAGES 817 THRU 820 EXIST. MANHOLE INV. = 15.59 RIM = 20.70 .__~-coopeRS . POINT E '- , I I :: . !.I c~ ~ 9:-- ,~ /' /" ",. i~~i","" , A")m~!~1" /~/~ "i:'f:t-~,~~': ~:'.;",:':" /' CLURWATER CHRIST1Atf" a:t:COLLBGp' ..c. /' . \...-.1_-- ---- wa- c,""" -' 60 . I'lL.....'" I " /_ Dll,Dll ARBOR .. l' ~ SHORELINE /' /' ,.1' ... ..LOCA 7lON MAP I JAN 2 ~ 2001 i I " lJiENTSVCS ,,' ,iWATER [ -"j , i:" IF = 36,380 SQ, FT. 0.835 ACRES TOTAL BUILDING ARDl = 7,008 SQ.FT. TOTAL PAVEMENT = 7,120 SQ,FT. PAVEMENT ARDl RATlO= 0,20 IMPERVIOUS AREA RATIO = ,.J88 TOTAL GRASS AREA = 22.252 SQIT. NO, OF DWELLING UNITS = 6 ____ = 6,256 SQ.FT. s' ().7(,fJ" BUILDING AREA = 1,168 SQIT. PAVEMENT = 1,558 SQ,FT. PAVEMENT ARDl RATIO = 0.25 IMPERVIOUS AREA RATIO = 0.44 GRASS ARDl = 3.530 SQ,FT. ~= 7,420 SQ.FT. fo1t.of{ BUILDING AREA = 1.168 SQ,FT. PAVEMENT =' 950 SO,FT. ^ PAVEMENT AREA RATIO = 0,13 ill MPERVIOUS AREA RATIO = 0.29 G,R,4$S "'~ l:l't~O Pi.i...,~ l ~ = 5,116 SO.FT. ;80~ BUILDING AREA = 1,168 SO,FT. PAVEMENT = 1.382 SQ,FT. PAVEMENT AREA RATIO = 0,27 IMPERVIOUS ARDl RATIO = 0,50 GRASS AREA = 2.566 SQ,FT. ": .. '."-..:-0.',~:_>'" -..: 'ETBACKS: THIS SITE HAS NO EXISTING SETBACKS XISTlNG VEGETATION CONSISTS OF GRASS AND TREES, 'THE MAx. BUILDING HEIGHT IS 35 FT. , NO ON-SITE BURNING SHALL 8E PERMITTED, FUGITIVE OUST TO BE CONTROLLED BY SPRINKLING BY THE GENERAL CONTRACTOR, REFUSE COLLECTION BY INDIVIDUAL CONTAINER. FLOOD ZONE: ZONE C NO SIGNS ON SITE NO AREA LIGHTING PROVIDED WATER -CITY OF CLEARWATER WASTE WATER - CITY OF CLEARWATER POWER - FLORIDA POWER CORP, I. ~GA TlON TO BE BY SPRINKLER SYSTEM GENERAL a4TA: , Ill'. = 4,480 SQ.FT. '7 S I 'i "sf BUILDING AREA = 1,168 SOIT. PAVEMENT = 1,556 SQ.FT. PAVEMENT ARDl RATIO = 0,35 IMPERVIOUS AREA RATIO = 0.61 GRASS ARDl = 1,756 SQ.FT. TOTAL LOT AREA = 6,239 SQ,FT. 57b~' BUILDING AREA = 1,168 SQ,FT. PAVEMENT = 1,386 SQ.FT. PAVEMENT AREA RATION = 0,22 IMPERVIOUS AREA RATIO = 0.41 GRASS A~Dl = J, ~.~ ,fT., RALPH M. HANSEN, JR., P.E. 19280 OESIGN SERVICES, We. 6636 ROWAN ROAD NEW PORT RICHEY, FL 34653 (727) 849-7085 K.B. INVESTMENT GROUp, INC. 5315 BROADWALK HOLla4Y, FLORIa4 34680 727-534-5795 FLORIa4 BENCHMARK PROFESSIONAL SURVEYOR 1882 DREW STREET CLEARWATER, FL. 33765-2915 (727) 298-0286 ENGINEER.' OWNER: 1IIIJ!IIRf = 6.870 SQ,FT. b r bz!f BUILDING AREA = 1,168 SO,FT. PAVEMENT = 1,112 SO,FT. PA VEMENT AREA RA TlO = 0, 16 IMPERVIOUS AREA RATIO = 0,33 "~~, ~~~, ;j'."" '. ," Q.{k PAR. G UI. ,T: PER DWELLING UNIT X 6 = 12 SPACES PROVIDED SPACES=12 SPACES (2 CAR GARAGES) REQUIRED DRAINAGE VOLUME.- SOIL TYPE.' MYAKKA, fine sand ZONING: LMDR USAGE OF THIS SITE IS FOR A PROJECT TO BE COMPLETED I. SURVEYOR: PREDEVELOPMENT FILE FL (J{p '{(-)7 / BY' DATE REV. 10-25-00 1. K.C, \.. ~ a:-.... 0> ~ ::::r- '=1:1::: ~ o CO C\! 0) ::!l:: r..:l p.. ~ --.. ~ lQ CO "'lj< ~ oJ roo.. .~~ ~ Z~:>O r..:l<r..:l rnO::I: Z~UlQ .... ....CO ......z~o ::I:< l'- ~ ::s~~ch .~ ~,,"'lj< .A ::I: -co ~ ~~~~ ~ ~~~!:. ~ o -< ~ ~ ~ > ~ -<:r:: ~ .. Z t;o ~~ 00 g:U < ~ - p:; o Q....:l -<~ o p::; :J:l ~ o o o:l ~ >- Eo-< Z ~ o u Zoo ~j ~....:l ::>~ ::Sz u_ ::so... . c..;> Z ..-. .. E-< Z r..:l .... ...::l U - ~ ~ c:::::> 0:::: c:.,:, 0 CO E--< ~ CO Z;..:l"'lj< ~ <~lQ ~ II: ,0) E--< ~...::l l'- CZ2 <roo..lQ s:: 0 . 1 ....,.... ~:>o "'lj< ,..,::....,1Xl<~ ..-. ~lQ .10....1 o::l .......::l l'- .~oC\! :::OC:::::lQ::I:l'- ) r DRA \.IN '" K.C. CHECKED R.M,H,JR. DATE 10-18-00 SCALE I" = 20' JOB NO. 00-021.01 SHEET ST-l ~F 4 SHEETS ~ PA VING NOTES 1. ONSITE CONCRETE AREAS TO BE 4' THICK 3000# AIR ENTRAINED. V 16x6-#10/10 VVF MAXIMUM SLUMP TO BE NO MORE THAN 4'. ALL CONCRETE TO BE VOOD FLOATED, STEEL TROVELED. FINISH TO BE MEDIUM BROOM FINISH. 2. OFFSITE CONCRETE AREAS TO BE 6' THICK 3000# AIR ENTRAINED. V 16x6-#10/10 VVF MAXIMUM SLUMP TO BE NO MORE THAN 4'. ALL CONCRETE TO BE VOOD FLOATED, STEEL TROVELED. FINISH TO BE MEDIUM BROOM FINISH. 24.00' Cl ....... ....;..... l.._......::.....~...... ......~.. .... ,'.- J ....: ." .....; 4. ;;,::::'-;~>6" 3000#' cONc'. 'wi \.liRE ME~M'~;:,:(:;,i;':. ", :...~ .:,.,'. '''t,', :..''1.,'A;.:'.'':.l\',' :,~ . .;........ ..;.... ..,,"; :....;..,~.......:.:.. 4' 3000# CONC. wi VIRE MESH 1/4" PER FOOT 1/4" PER FOOT . ... ,,\~.~:'';r.....t.:.t.~ ~'... ( ., ,,~. .t~t...... ..... ~t..1": .,"l )..'- ,~,,:,'i',;'i.i;r.~ .' - .....,' 1lC ;,I', . i~' V \t....) ,>.,,,... ", .. . ..,., '. OFFSITE DETAIL r-- I I 18 I 10 o lei N IN I I ~ W I ~ ~ ::J ;::: :::> 33 I I ~ I I I I I I <]1 30'/Pf *' I I I I Iw ~ I ~ I I I . 12'(M) ~ CD r Q <l: CD I- W (f) ~' ~ r-- SECTION C-C (0N-SfTE) NTS CONCRI: II: PA V1NG DETAIL SCALE: NTS 5.00006'30"[, --.------------- 10.00 UTILITY EASEMENT 165.01' SIl:T-&\RRIE .01' o' ., ll1 n: I CD I- ~ ~I ~ r<) 8' RETENTION AREA #1 .- ~ ~ ~ ~ . o N N 18 46' @) ~ ~ FIN, Fl. ~6" El.=23.5 20' 1,168 SQ, T, 26' .00 IX) N i:::: ~8' ~ 0 ll:: N N N N 37,1 8: I ~ o o . o N N 16' ORIVEWAY o ai, 28,00' 22' 1,168 SQ, FT. '0 FIN. Fl. '=! to El.=24.83 N o N 16' DRIVEWA y , u 'IO'~ I 1-0 P _~ 0. 1 ~, ~ 22.32 20,32 " I~ @ o ~ ~- o o I\,) ~ 16' DRIVEWAY o S 00.27 39"E. 22.b"o ,,720 , ..n J ;~ , " ,8 6' to oj' FIN. Fl. El.=24.83 1,168 SQ, FJ, to N 28' 22.00' I\,) o o !" 28' 0 o 0 q:- N, Fl. ~ 11 ! 3O.~1 . <l trl'! r--' ~ I.{) ~ ...... WN I~ ~tf) Vi I . w o 16' '=! CD ~ 6' 28.0 FIN, FL. EL.=26.00 N 1,168 SQ. FT. '0 o to 28.0 6' ~ 0 @N 28,00' CONC. STOOP _ _ 8_ -----'O;!,~ - .4 DRIVEWAY I-'- ..J ~<] NOR H 22' r -8'=! 8 ~ ~25' Sll1TBACK ~ 8 o o o r') <] N o r') 8' SIDEWAL <] 18" ::h ~z .-" , 24" 80.00 5.49' 165.49' 6" THICK CONCRETE W/EXPANSION JOINT .- ~ ~ 36" OST AND RAIL FENCE SAW CUT lEDGE OF ASPHALT I NORTH McMULLEN BOOTH ROAD R/W VARES I __ ~__ ~ __, _ ..,__...._ _, J___ _,_, _ ~___~_ -- -~-' WEST BOUNDARY N.E. 1/4, N. W. SEC. 16, T 29S, R 16E 1/4 // ~ * ~ SCALE r =20.0' "'>-./\. <.., " rt) /' o' 20' 40' 80' 80' /" --- 3' SIL T FENCE ENVIROFENCE DR ___ 4' POSTS MAX. SPACING 8'~ / '/ /, / ..... / / . /./ // .//'// / //./ / // / /@ " / '/./",///./ 4 // l--7 / ./ // / .. ~o/ ,///.'/ / .// // //7 /// / /, ////./ /'/ //,/,/,./ ./ / ./ / '// / / //..- // ,// / SIL T FENCE DETAIL SCALE: NTS 5.00006'30"[, l.H I\,) Ol '" //;@> / //////'./~,L, ./ /'3~/ · ./ , , / /, / /.. / / / / v.." ,/ / r:W/ N 15,0 ~ N ~ o m 00 . Z 32,0 I\,) lJ1 o 15,0 !Xl o o "~, /; /0 ~ " ::ciJ:~~ / /..;/> /1\,),. . / "~/ .. ' " / 37.0 32,0 32,0 / ~ /'" /~/ //;/ '/ ~//(~1 / / .. /, , /'" / /// / // / /''/,//0//~./ ./ ,/ / / .. .. ,,' / /' /' //. /// /' / / / . / // / 37.0 37,0 o o r') N o r<) BUILDING SE I b'ACK PLAN LEGEND TRENCH AT FENCE BASE BACKFILL OVER FABRIC PROPOSED CONTOUR - - - - - - EASEMENT - - - SEWER LINE - , - WATER LINE - , , - SILT BARRIER NOTE: 1. ENTIRE SITE TO RECEIVE BAHA SOD WITH SPRINKLER SYSTEM W/ 100% COVERAGE. POSTDEVELOP. BASIN TREES TO BE REMOVED , / / , 2. PLACE APPROVED BARRIERS AROUND ALL TREES TO BE SAVED. 3. ALL RESIDENCES HAVE STEM WALL FOUNDATION, 4, INDIVIDUAL GARBAGE CONTAINERS FOR EACH RESIDENCE, EXISTING TREE LEGEND o <1 o EE D EB o 0] MAPLE OAK CITRUS MAGNOLIA WILLOW PEPPER TALLO 2" REPLACEMENT LIVE OAK TREES 165.01 ' ~ ~ r') .- ~ . o N N 37,13 CONSTRUCTION NOTES: I\,) !Xl o 1. ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED. 2. ALL PROPOSED WORK MUST COMPLY WITH FOOT PLANS PREPARATION MANUAl. 3, ALL RIGHT -OF -WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAl. 4, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5, SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES 600 THROUGH 650. 6, SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES, 7, ANY SIDEWALK, THAT BECOMES UNDERMINED, MUST BE REMOVED AND REPLACED, SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST JOINT, 8. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO PLACING ASPHALT. 9, COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 ( 100%), 10. DISTURBED AREA WITHIN THE RIGHT -OF -WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED, 11, NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE OAILY, ROADS ANO SIDEWALKS TO BE SWEPT DAILY AS PART OF OAILY CLEAN UP. ~ I\,) o o /;;;;:; //~5;/0 /, / , / ///// / //' / , '/: ' '/',./ . / " ,- / /.. / / ///:/ .j~ , 31.22 25,32 20.28 /0 . o / ' / ~ ./ /,/ //////. / / , .. / ./ ./// // // ,/ /' , /;' '// ,.' / / / ,/ // / /.// /'/'// ./ // ./ /// // ./.. // ./ // ~.//~;/ '//@ . ~ ~ ~ ~ L[) ~ ...... N o m 00 . tf) 12, ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE. IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT, 26.4 o J{) N IX) 13, PRIOR TO COMMENCEMENT OF WORK AND/OR PRIOR TO START OF RESTORATION, COORDINATE THROUGH A "WALK-THROUGH" WITH PINELLAS COUNTY HIGHWAY DEPARTMENT REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLA , AFT R PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT - ES NCRETE, ETC, FROM THE PUBLIC ll1 N 165.49' 14, $IOl'j~ 2 HttrI APE PLAN .__"...........---,. '_D~ , ('IT'< 0' (' ,,!,'-!WH ,f 'riA TE ...... REV. BY 10-25-00 1. K.C, 1-8-01 2. RH \.. ~ ~ 0., ~ ,.".. ~ ~ o co C\! 0) =II:: ..... ~ Il.. t':) U':l co ~ t':) . c:: ...... ...j rz.. . Z!:l>=' ~<~ rnO:I:: ZC::UU':l ..... ......co .....Zc::o :I:: l'- ~ ~~~~ .~ c::,,~ .A :I:: - co ..::;s Il..CO~r::- ~ ~~~zf:! '-=> ~ c:: co _ r "'" -< 0 - ~ ~ 0 ~ ....:l 0 -< ~ -<r:: 0 ~ ~ ~ :>-t ~ = Eo-< - Eo-< Z > 0 :=> 0 0 ~ IJ:l U -<r:: Z rn - .. Z ~j Eo- Z - - Q...., ~ C) 0:= c.,:, 0 E--< co Z ~co ...:l~ ~ <t':)U':l ~ ~ .0) E--< !:l...:ll'- r:r:J <rz..U':l ~ o I ::::- c:: .~ Z i:Il>-t':) Eo-< - <U':l Z U':l81 ~ ~ .......:ll'- ...... t':)OC\! ...:l :::0::::: U':l:I::l'- U "- ~ " r DRA\JN " K.C. CHECKED R.M.H,JR. DATE 10-18-00 SCALE I" = 20' JOB NO. 00-021.01 SHEET ST-2 OF 4 SHEETS "- ~ I I I I I 1 I I I I 18 I- Z lJJ :::;: lJJ Vl ~ ~ ~ i= :J I 1 ~ I I I I I I <JI 30"Pf *' I I I 18 1 I I I 16 I I 30" E9 8" o <J 8" B3 12" <J M.H. 112 RIM = 22.40 INIV. S= 16,57 INIV, W= 18.00 --,--- 10,00 UTILIlY EASEMENT 15" o @ FIN. FL. EL.=23.58 @) FIN. FL. EL.=23,58 o o o " " " " " -CJ -- @) FIN. FL. EL.=24,8 C?) FIN. FL. EL.=24,83 0) 75 LF 8" PV CD FIN. FL. EL,=26,OO @) o 113 25.5 20.0 FIN, FL. EL.=26.00 M.H. RIM INV, o <J 24" o o <J 18" 6" THICK CONCRETE W/EXPANSION JOINT \v '~ \5' 36" SAW CUT EDGE OF ASPHALT o o <J 60" 10" D @ 2,67% 18" <1 30" <J o 8' SIDEWAL I McMULLEN BOOTH JAD R/W VAlES -"._--- - ----- - WEST BOUNDARY N. E. 1/4, N. W. SEC. 16, T 29S, R 16E OST AND RAIL FENCE 1/4 \ ~ 3D' CURVE L SINGLE "y" BRA~JCH ---~ "" i~ ~ ~ ~ 15' SEWER O,R, BOOK PAGE 76 I~ I .J ~Iffi I ~ I ~ 1/'5' SEWER EASEMENT Vl ~ O.R. BOOK 10956 ro PAGES 817 THRU 820 I~ Vl I I~ 11058 EXIST, MANHOLE RIM = 20.70 INV, E= 15,59 INV. NW= 15.70 __~ ~ I - - - -I ..- ~'---r--CORE MANHOLE _ _ _ _ _ _ _ ........,d _ ~40 LF 8" PVC @ 0.50% J' ''iU!" ~C...2. D.:!!2"J -- _ _ _ _ ~ DIRECTIONAL BORE M.H. 111 RIM = 21.00 INV. SE= 15,90 INV, N= 16.00 SHED NOTE: PROVIDE BLANKET EASEMENT FOR SITE FOR WATER AND SEWER LINES, NOTE 1, RISES SHALL, BE II'JSTAlLED ON ALL WYES (BOTH PRESENT & FUTURE SERVICES) TO PROVIDE DEPTH AT SERVICE NOT OVER 40' EXrEPT WHERE OTHERWISE REQUIRED 2, MINIMUM CUT UI,DER ROADWAY -- 40' MINIMUM CUT AT PROPERTY LINE - 30' OR AS REQUIRED FOR SERVICE, 3, RISERS SHALL PRFFERABLY F'OLLOW SLOPE OF BAI-.JI< TO REQUIRED DEPTH 4, RISER MATERIAL SHALL BE THE SAME AS MAIN MATERIAL" .~~~ ~~.... - SEE NOTE 2 SERVICE PIPE "T" OR "y" BRANCH & BEND ~ 45' BEND , PLUG ELEVATION SECTIOI'!.. ALTERNATE DETAIL AT TOP OF RISER TABLE SERVICE CONNECTION DETAIL SCALE: ~IOIIE SCALE: NONE SEWER SYSTEM SERVICE CONNECTION DETAIL ~ DAT REV. Y * 1/8 #1 R ~ ~ "- l"I) ~ SCALE 1" =20.0' O' 20' 40' 80' BO' EXISTING TREE LEGEND o <J o EE D E9 o CD LEGEND MAPLE OAK CITRUS MAGNOLIA WILLOW PEPPER TALLO REQUIRED TREES PROPOSED CONTOUR EASEMENT - - - SEWER LINE WATER/SEWER CLEARANCE REQUIREMENTS , Vertical Clearance at Crossings: Gravity sewers or force mains crossing under water mains shall be laid to provide a minImum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe, The crossing shall be arranged so that the sewer joints and water joints will be equidistant from the point of crossing with no less than 10' between any two joints, Where the minimum 18" separation cannot be maintoined, the sewer shall be placed in a sleeve or encased in concrete for 20' centered on the point of crossing, Where there is no alternative to sewer pipes crossing over water mains, the pipes shall be centered at the crossing as indicated above, and the water main shall be placed in a sleeve or encased in concrete for 20' centered on the point of crossing. Adequate structural support shall be provided for the sewer to prevent damage to the water main. Horizontal Separation Between Parallel Lines: A. Gravity sewers and storm sewers shall be installed at least 10' horizontally from any existing or proposed water main. The distance shall be measured edge to edge. In cases where it is not practical to maintain a 10' separation, the water main shall be installed in a separate trench or on an undisturbed earth shelf located on one side of the sewer and at an elevation so that the bottom of the water main is at least 18" above the top of the sewer, and the water and sewer joints shall be staggered, B, FORCE MAINS shall be installed at least 10' horizontally from any existing or proposed water main, SANITARY SEWER/RECLAIMED WA TER &- POTABLE WATER/RECLAIMED WATER SEPARATIONS When the reclaimed water line is transporting water for public access irrigation: Maximum obtainable separation of reclaimed water lines and domestic water lines shall be practiced. A minimum horizontal separation of 5' (center to center) or 3' (outside to outside) shall be maintained between reclaimed water lines and either potable water mains or sewage collection lines. An 18" vertical separation shall be maintained at crossings, When the reclaimed water line is transporting water for nonpublic access irrigation: The reclaimed water main shall be treated like a sanitary sewer, and a 10' horizontal and 18" vertical separation shall be maintained between the reclaimed water main and all existing or proposed potable water mains, No minimum separation is required between the reclaimed water main and sanitary sewers, other than that necessary to ensure structural integrity and protection of the lines themselves. NOTE: When it is impossible to obtain proper horizontal and vertical separations as stipulated above, DER may allow deviation on a case-by-case basis, if supported by data from the design engineer. Approval for the deviation must be obtained prior to construction, C.1. FRAME & COVER U.S. FOUNDRY & MFG'~7 # 195W OR EQUAL / NOTE- 3'-0" DIAMETER TYPE "A" MANHOLE SHALL BE USED AT THE END OF ALL 8" SEWERS WHERE MANHOLE DEPTH DOES NOT EXCEED 4'-0" OR EXCEPT AS NOTED OTHERWISE IN PLANS. NOTE CONCRETE OR BRICK DROP ENCASEMENT 7 I~. SEF. NQTF 1 1 PRECAST WALL THICKNESS SHALL BE 6" FOR ALL DEPTHS AND REINFORCED PER ASTM C-478 AND WITH CONCRETE CONSISTING OF 4000 PSI AT 28 DAYS, TYPE II PORTLAND CEMENT. w ~ OJ '" '" ~ 2_ ALL RISER UNITS SHALL HAVE A MINIMUM HEIGHT OF 12" WITH THE CONCENTRIC CONE SET BETWEEN 2 1/2" AND 14 1/2" BELOW THE BOTTOM OF MANHOLE COVER FRAME. 3. ALL TONGUE AND GROOVE JOINTS SHALL BE JOINED AND COMPLETELY SEALED WITH RAM-NEe PER STANDARD SPECIFICATION. w ~ OJ " ~ SEWER I PIPE ..J INLET ~giE8j~~ d ".,,~~-~,:,:: . .....::~..: ".~ .~..:}~.:.:~.. ~~~.::~::...::~:\~::~~~:..t.t:.~::. " TT'PICAL / ___ 3/4" ROCK L 6" MIN. DEPTH J {B SLABW~EN lESS} OR AS DIRECTED THAH 12 DEEP SECTION BY ENG'NEEP 12" SLAB WHEN MORE H__"._~______'._ _ THAN 12' DEEP __TEE "~ GROUT SEE NOTE 1 4. ALL INTERIOR AND EXTERIOR MANHOL.E SURFACES SHALL BE PREPARED FOR COATING AND COATED PER STANDARD SPECIFICATION, ,3/4" ROCK '#4 @ 8" O,C, EA.CH WAY, 1 1/2" COVER OVER BAR MAT 5 SUBMITTAL FOR APPROVAL SHAll BE MADE OF PRECAST MANHOLE SHOP DRAWINGS, MANHOLE FRAMES AND COVERS, METHODS TO BE USED IN SEALING. JOINING AND COATING MANHOLE SECTIONS BEFORE CONSTRUCTION BEGINS SECTION BEll ENTIRELY ENCASED ~, MAINTAIN JOINT FL EXIBIUTY ~, PUotr,;,-/ ~ ~'~'";~i... JOB NO. " ,,,'svc. 0-021.01 . N.\r ., SHEET 6. GASKETED MANHOLE CONNECTORS SHALL BE SUBMITTED TO PINELLAS COUNTT' PRIOR TO USE, FOR GROUTED CONNECTION USING pve PIPE, A SUITABLE ADAPTER REQUIRED. 7. "FLAT TOP" OR HORIZONTAL SLAB MANHOLE TOPS ARE NOT PERMITTED ON 3' OR 4' DIAMETERS 8. AN OUTSIDE OR INSIDE pve DROP CONNECTION IS REQUIRED WHERE INLET IS GREATER THAN 2' ABOVE MH INVERT, A FLUME SHALL BE CONSTRUCTED ON DROPS 2' OR LESS ABOVE MH INVERT. ENCASEMENT SHALL BE OF EITHER CONCRETE OR BRICK BONDED WITH MANHOLE, WI fH MORTAR FILL AROUND PIPE PLAN DROP MANHOLE SCALE: NONE FOR PIPES 24" & UNDER 30" & 36" -- 42" & OVER J .\ M " '1. ~~ 1 i'-,Ii L L PLAN STANDARD MANHO. SCALE: SEWER SYSTE STANDARD & DROP TER AND SEWER PLAN t:-.... <:::7'> ~ :::::r- ~ ~ o lXl I:\! 0) "II:: r:.:l l:l. C'? It:) CO ~ C'? .~~ J . l:l:= ~ ~ ~ Z!:l>O r:.:l<r:.:l rnO:I:: zl:l:=UIt:) ..... ......lXl .....Zl:l:=o :I::< l'- ~ ~15~~ .~ l:l:=,..~ ~ :I:: _lXl ..;;s l:l.CO~~ ,c::::-., ~ ~ r:.:lz ~ '-=>'0 l:l:= CO _ r::.::J c...? < ~ ~ - :;> ~ < - .. Z t>0 ~~ 00 g:C) < Q - ~ o Qt-<o:l <~ o ~~ ::z;:E-o E-<Z o~ 00 lJ:lU Zen r:.:l < ....:It-<o:l ....:It-<o:l ~~ ::Sz u_ ::S~ . c....:> Z - !:l.... ::::> c:::> r:::t:=; c...:;, 0 E--< lXl ~co Z ...:l~ !:::l <C'?1t:) ~ ~ .0) E--< !:l...:ll'- U':l <~It:) !:::l o I >- l:l:= -~ .. Z 1J:l>-C'? E-< - <It:) Z . It:)SI r:.:l o::l .......:ll'- ...... C'?OI:\! ...:l ::::..:::: 1t:):I::l'- U DRA'vIN K.C. CHECKED R.M.H,JR. DATE 10-18-00 SCALE " = 20' ST-3 OF 4 SHEETS f 4 5'-0" BAFFLE r4' 0" WEiR 11 WEIR 2 I TOP OF WALL 1 = 22,75 TOP OF WALL 2= 22,25 WEIR 1 = 22,25 WEIR 2= 21.75 4 NOTE: SEE GRADING PLAN FOR PROPOSED ELEVATIONS WEIR 1 BOTTEM OF BAFFLE = 21.92 WEIR 2 BOTTOM OF BAFFLE = 21.42 ALUMN BAFFLE PAINTED GREEN SWALE SCALE: NTS WEIR ELEV A nON SCALE: NTS -- ------ ::-.... I~LL SLOPES 122,0 I t AbL SLOPES 122,0 1 TO BE 4/1 ~ o,~ I TO BE-4/1~ ,--.,;2.5' J ' 10 I 'O~\ '>' . . \" -~, ______ ()\ /\ ,-'0 t ~$' .(,$1 '--. \' ../ l!> !'loT P OF\WAL,L = 22.75 \ ~ ~'X______ TOP OF W~L ~22'72CL ~~ b :>. ~-~_,.12 .6 I 001 21.6 ~ ... 56.0u- -.....: - f-J __. __ -19 - ~O TOE OF ~ TOE OF 1: ----;:--\_:- A 0,' WEIR 1 . _ (~o ~f-A SLOPE \;,0," SLOPE U i~ WEI 711 ~' ,>,o,'tlj t '\ tH ..- --- x - t >< t;-J ~ 3.84 I;, + U1..- B-2 ....... 18 B-1 / , , . ....... ....... 25.0:~ - t:: RETENTION AREA /1 ' \ - SHWT = /9,/ ,- /: / / ////~//,///7,///// // ~"... /,~ / ,,/,/,//~~//7/ - - - -S _ '\ --<l r.. /// ,// ,/./~>>~ :::;;; U1 f- ... - - - - _20 .O~ - / / flt'!_. fL //; )7/;, // /EC';23.58 ~ ~ ~ .& TO BE 4/1 / 0E 2358/ / / / / / ' / / / / / / M I..;; 0 ... ~~~M. / %~~~01 ~, '-. 1</// % ~ ~:G "'f-1~6p~F --------l- \ Q:ili \.lit l ,\\ -s-> T 'A- - - - - fl. I- -I- ~ ..,- - )<j~; L.--.,'t'- "\ 8 DO~ ';: >-' ~ .1>-' /, ~ ~. j ~,~ 11>022.501 122.001-- ~i~ ~ I I 122.001---' 1\ .--::-\"' ~ ~ / : \J~i:.' 7~/' ~\ --, 0"" / 1215 r ~ <::. 22/ I, ///// // / ~~ .,. -- . '\ ~~~ ~ ~ / /.~ // / <" / /7 1('\ ,_' ~ ~ - ~ -~ - ---- I' 1/ / // 2 /~f-J ------ -- ".I (~ /j, 5 /; ~ ' 23,/" ")"J' f\ // / / / -~ ~ 10,00 1--..... ~ ~p /F)N; F'L. / / ~ \ 01 >f ~C\/~ ~~1;~~~TL~>~ .~~ ~ ~ _~;~/L//%2/:4'8;//""/ ~ ~~'t't ./ ////// / :<)"-- y~ ~~~0cLJ' L / /~ I ~ ~:;< /</ ~~ ~ ~ ~ ~~/ ///~,,~,/,/ -.- -.,~ _" ~ / ~~ 124,O~~~ //~>~>/; ........... ~ W~. ~;;~/;/>/ 24 ./ "'... / / / / //::/; '-f 23.0 W ~:~~ I~W"" 1//////'// 25 ...1- - - ....... __ _ ':::/.;%~i- _ _ __ _ W IY@// ////~~//// ~ - , ~ f ~~~1//L-- 10~ -................:: ~/ Z~(~~ -'" ('v'J' ,y'J ~ ' /~/% / ~~' ~ /j/~'15" / X /, '~ FIN. FL// / x ' .... . / I ' ~ , ~ ~ _ _ _ ,_~/: _ EL,=26.(0 20- - ,- ~ ~~,~&~ -; - ~-:$_, ~ ~~~ _ _ ~ _ I 25,5 L I Ip "~"'-- /; m// " 6,00 / ~ / / // // ,25,0 I 27- _ _ I tSWALE u, "125.31 ....... 'i 25,511' -- - ~ I '- - - ~ - "~~ __. ~~~\ -- --I"~ - - , ~ - .... ~ _ ~ \ r -7-~ ~ _ ('v0 v('v0......., ___ ---- / / 10 19 10 c>,' (:- X '0 (:- x 10 0,' (:- x i' 0,' , '. \.. ;< ........- ........- ........- 20'" TOE OF SLOPE ---- ,/" / 21 ,\\ ", ('v x \\\ I ~ I / BERM ~ -21 ('v'- X ..--- - / / ~...... ~~ -s-> '1.' ('v .';.( , , -.---- -, - -23 '0,\\ ") >" A, 0' k "", ('v x.. -~ ......... "- " ......... - X '0'" ' ('v ~. 8' SIDEWAL\ 8' SIDEWALK IZl ~/\ DJ /' 36" ./ \ MEET EX STING GRADE TOR ---- \ TOB PLS 75 CA TCH BASIN N. INV, = 26.32 S. INV. = 26,22 CENTERLINE I OP OST AND RAIL FENCE :;..,~:...~-' McMULLEN BOOTH RqAD R/W VAlES L ~-~----- - /22 - -24 -25 ....... 26 KNOCK OUT BLOCK W/ # 5 !D POURED SOLID BAFFLE RET.# 1- TOM=22.75 RET.#2- TOM=22.25 I[ a:: w ~ a:: <l: rn I- ..J VJ "'\:::::::\ \ ~<::\ \ S SLOPE TO EXISTING GRADE I #5 VERTICAL @ 48" 0, POURED SOLID >< ~ # 8 WALL REINFORCING EVERY 2ND, COURSE ~ , RETENTION AREA ~ RET.#1- BOTTOM=20,O RET.#2- BOTTOM= 19,0 . ,I "1 I I ,~ t-: t-: ~ ~ 4" MIN. - . . 2'-6" TYPICAL RETAINING WALL DETAIL 8' J~ J " AT SECTION 8"CMU #5 VERTICAL @ 48" O. C. SLOPE TO EXISTING GRADE #5 @ 16" O.C. L 3" MIN . - - CONTINUOUS RETAINING WALL DETAIL "C" NTS 25 Ff:. 57,33 12.0 E 2a; 4 1 ASON Y=2.2 75 v = 19. 15 o 5 10 15 20 25 30 SECTION A-A SCALE ." =5.0' 26.33 EXISTING GRADE v 9.0 v SEAS NAL WL = 8.0 40 35 20 15 3 10 SECTION B-B SCALE ." =5.0' ~ * ~ SCALE 1"" =20,0' ">~ <., " V) 0' zo' 40' BO' 110' LEG END ,,\ 0,' X'-" EXISTING GRADE ~ PROPOSED GRADE PROPOSED CONTOUR ,-- - - EXISTING CONTOUR ~n POSTDEVELOP, BASIN DIRECTION OF FLOW SOIL BORING LOCATION ~ B-2 NOTE: DETAIL 'CO IS C5'-O' LONG LOCATED IN PLAN V/EII. THE HnGHT OF THE FOOTING ELEVATION VARIES AT THIS LOCATION. THIS DETAIL IS TO INSURE ROOT PRUNING WILL NOT BE NEEDED. 1 25 W =22.7 20 50 15 55 8,00 -FE 25 20 15 5 o MAINTENANCE AND QC'ERA 710N INSTRUCTIONS FOR ON-SITE STORM WA TEfl FAClUTES STORMWA TEfl CONS7RUC71ON INSTRUCTIONS: I, CUT A '0 REMOVE GRASS CLIPPINGS FROM THE RETENTION POND SIDE SLOPES ON A PERla lC BASIS. IN NO CASE; HOWEVER, ALLOW THE GRASS COVER TO BE MORE THAN SIX ( ) INCHES IN HnGHT. e ONCE MONTH REMOVE ANY DEBRIS WHICH HAS ACCUMULATED IN THE RETENTION POND AND DRAINAGE INLETS, 3. ANNUA L Y INSPECT THE RETENTION POND FOR THE FOLLOWING AND REPAIR AS NEEDED. l, DETENTIDN AREAS AND SWALES SHALL BE ROUGHED IN INITIALL Y TO GENERATE SITE FILL AND INTERCEPT CONSTRUCTION RUNOFF, e CARE SHALL BE EXERCISED TO PREVENT DISTURBANCE TO THE NATURAL VEGETATION IN AREAS NOT PROPOSED FOR IMMEDIATE CONSTRUCTION. 3, AS SOON AS PRACTICAL, ALL DRESSED SLOPES AND DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO PREVENT EROSION. 4, HAY BALES AND/OR SIL T SCREENS SHALL BE INSTALLED ADJACENT TO THE WORK AREAS TO PREVENT SEDIMENT TRANSPORT PRIOR TO THE COMN. . 'CEMEN OF ANY CONSTRUCTION. 5. ANY SIL T OR OTHER MATERIAL THAT COLLECTS IN THE POND BOTTOM URING CONSTRUCTION SHALL BE REMOVED PRIOR TO FINAL GR. , M,i~':<f! -;&11 'DING. ..... ",' '".. '- A, 0. TERMINE THE BOTTOM ELEVATION OF RETENTION POND. IF RETENTION POND S ACCUMULATED MORE THAN FOUR (4) INCHES OF MATERIAL, THEN REMOVE 'CESS MA TERIAL. B. 0. TERIORA TIDN OF OUT FALL WE:lR. , P , ,'-,.., ---,--, LA.'~'~;_', '-:!(~(:;)l~~,', r;- c c' (',.( !,l"'.\i;'.;TFR --,-_._~-~ "" ~: "'~, : ,,:'. .. _.,.L ',.I1J.t,/ '1fI.':lt,i>" .~;.~d .:'+;'(~< "w ,,' >> DAT REV, Y 1/24 #1 RH t:-... 0, ~ ::::t- ""*= ~ o co N Cl) "It: .~~ : J~ t':) 10 co ~ t':) .J ~ z~>< ~<~ r;nO::I: ZC::UIO ..... -co .....Zc::o ::I: l'- ~ ::s~~d, .~ c::...~ ~ ::I: -co ~ c.co~r;:' r-:::::=-." :;a ~ ~z ~ '=>~ c:: co _ t:.:l c....? -< --:l --:l - :;> --:l -< - .. Z to ~--:l ~o c.c...,) -< o - 0:; o Q~ <~ o ~>=' ::t::E-4 E-<Z 0:::> 00 o::lU Zrn ~j ....:l~ :::>~ :::Sz u_ :::so.. . C...) Z - 0... ;::::> <:::l ~ c..!:l o co co ~ t':) E-< Z ~ - ...:l U E- ::.::< Z...:l~ ~<1i:1O ~ ~OCl) E-~...:ll'- U':J < ~ 10 ~o I >- c:: .~ Z l::!:l><t':) - <10 .108, o:::l ........:l l'- t':)ON ::::O::::1O::I:l'- I~ DRA\JN K.C. CHECKED R.M.H,JR. DATE 10-1B-00 SCALE I" = 20' JOB NO. 00-021.01 SHEET ST-4 OF 4 SHEETS PA WAG NOTES 1. ONSITE CONCRETE AREAS TO BE 4' THICK 300011 AIR ENTRAINED. 'W 16x6-1I1O/1O 'W'WF MAXIMUM SLUMP TO BE NO MORE THAN 4'. ALL CONCRETE TO BE 'WOOD FLOATED, STEEL TRO'WELED. FINISH TO BE MEDIUM BROOM FINISH. 2. OFFSITE CONCRETE AREAS TO BE 6' THICK 300011 AIR ENTRAINED. 'W /6x6-IIIO/IO 'W'WF MAXIMUM SLUMP TO BE NO MORE THAN 4', ALL CONCRETE TO BE 'WOOD FLOATED, STEEL TRO'WELED. FINISH TO BE MEDIUM BROOM FINISH. 24.00' ct ..... . . ..:.:.... I... -..... ':: .... .~.... ',' . .... .... " .' ,. ," ~ .'.. . _' ,. ..,; :c. :;<::.::;i:':'i)" 300011' cONc', 'wi 'wiRE MES'H:',::;;~::,i;f~' ~.:. ':-;".:',:".\'. ."l....:...,.....;.:..)~."..\ :..~. ......., .:.... "1"; :....jo..~.......:._ 4' 300011 CONC. wi 'WIRE MESH 1/4" PER FOOT 1/4" PER FOOT ... .. ~ . .,.... /1,', , .('~;';~;J;" l'!.t;~,.... '? ~.;(; ~.,~ofo :'. ...~~7(:.z,....;4'?-;.f:-i....., OFFSITE DETAIL I' - - -5.00.06'30"E. ;~OO~TI~ EASEMENT- I , ' _, -80..00!..--SILT BARRIER I 18 W 30" 15' SETBACK 0:: I Q: f I ~O m 8' o I ci I N IN I I ~ W I ~ ~ :J i= ::::> I I ~ I I I I I I I <1 )w 30..11 ~ o 33 I I I .' I w ~ :: ,.... I I I I . 12'(M) SEC770N C-C (0N-SfTE) NTS CONCRI:: II:: ~4 V1NG DETAIL SCALE: NTS -.. ~. r "$:70 '3: 7 ( 165,01 ' , , , , - SilT ~RRIEIti 15,,8 .01' I ~ -- ~ r<) ~ co ~ON AREA #1 SHWT = /9. / 46' .@) ~ ~ FIN. FL.p EL.=23.5 20' 1,168 SQ. , 26' 16' DRIVEWAY 18 ,00 ix> N N N N N d 28.00' 22' ~ co r 1,168 SQ. FT..o FIN. FL. C? to EL.=24,83 N @) o N 16' DRiVEWA ~ @. o o N 0 . N o 5.00.2 21.01> to "" FIN. FL. EL.=24,83 1,168 SQ. FJ, to N 28' 22.00' N o o N 28' 0 o 0 Of' N, FL. EL.- 1,168 SQ. o o CD ~ 6' 28,0 o FIN. FL. C? EL.=26,OO ~ 1,168 SQ, FT. ,iALK o C? to c 28,0 ~ <::> @N CONC. STOOP 8_ 22' - r -cjC? 8 ~ ~25' sl!) TBACK :tj 28.00' 6' DRIVEWAY 15.0 ~ C'A6' ~ ffi E8 m iE: 12" 0 ~ i ~ Z I-'- r<) -' 1f<J <J 24" <J N o r<) 18" 80.00 11 ! 30' ~I :i <J ..,)':: ,....' ~ LO ~ ..q- wN 0: . ~~ , ~ (f) Vi I ~' ~ "I: a-r~1 ~~' Il:: Iii 37.1 8: I 31.'22 I 6' ~ , u '10"rf, I 1-'0 P.~ C! I ~, rJ 25.32 I 20,32.,.. I J .4 8 NOR 1 65.49' 8' SIDEWAL 05T AND RAIL FENCE 6" THICK CONCRETE W/EXPANSION JOINT J 36"' SAW CUT lEDGE OF ASPHALT " McMULLEN BOOTH ROAD " ;.;..' , , . R/WVAfES I '~ " .' ~ ~ ",-'- " ~ -~- - WEST BOUNDARY N.E. 1/4, N. W. 1/4 SEC. 16, T 29S, R 16E 0: I lD ij ~ . o N N N ~ I 60~ J, SHED // ~ * is:: SCALE 1" =20.0' ">~ <.., " l'/) / o' eo' 40' 110" eo' , / 3' SILT FENCE ENVIROFENCE DR ___ 4' POSTS MAX. SPACING 8' O. -- LEGEND PROPOSED CONTOUR - - - - - - EASEMENT - - - SEWER LINE - , - WATER LINE - , , - SILT BARRIER TRENCH AT FENCE BASE BACKFILL OVER FABRIC SIL T FENCE DETAIL SCALE: NTS <;. ' - ("<7, l> 5, 3' {'ftJ '( -f! - t7 '2 'f I'< t?w. '2 rJ:' 'Z'1 I...........; N. 11'/, -./h , ~.,/ hc..~) J ... J.J ""y ~IV POSTDEVELOP, BASIN TREES TO BE REMOVED NOTE: 1. ENTIRE SITE TO RECEIVE BAHA SOD WITH SPRINKLER SYSTEM wi 100% COVERAGE, 2, PLACE APPROVED BARRIERS ARtfuNO ALL TREES TO BE SAVED, 3, ALL RESIDENCES HAVE STEM WALL FOUNDATION. 4, INDIVIDUAL GARBAGE CONTAINERS FOR EACH RESIDENCE, , ,. ,. , . C:J( )4r~~( fl-;"",k. . 4(<J I ))B'~( (.,40<, EXISTING TREE LEGEND o <] o EE D EB o CD MAPLE OAK CITRUS MAGNOLIA WILLOW PEPPER TALLO 2" REPLACEMENT LIVE OAK TREES My kL /'t-J 5,OO.06'30"E. ~II <CD !.~, - At r~ erO -" CD,< 165.01 ' ~ o o . o N N "" N Ol ~ - ~ r<) ~ ~ . o N N 37,13 CONSTRUCTION NOTES: 32,0 N (J1 o 1. ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED, 2, ALL PROPOSED WORK MUST COMPLY WITH FOOT PLANS PREPARATION MANUAL. 3. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL, 4, ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDI"^NCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5, SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FDOT INDEXES 600 THROUGH 650, 6, SAFE PEDESTRIAN TRAFFIC IS', ,3E MAINTAINED AT ALL TIMES, 7. ANY SIDEWALK, THAT BECOMES UNDERMINED, MUST BE REMOVED AND REPLACED, SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST JOINT, 8. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO PLACING ASPHALT, 9. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (100%), N (Xl o !Xl o o ~ N o o / / / ... // / // / // E""L/ // // /ffi/> / '/ / ~///~ / /' 0/~);> ///., // /// /// 25.32 20.32 15.0 /// / '/ ~ ~/ //'>/ ////// / ,~///// ~:~~ ~~/ N ~>:: / 37,00- 32,0 31.22 32.0 26.4 . I..&J :: , ,///~ :0~ / ~9t'l/ ~ 12. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTMENT. ORA 13, PRIOR TO COMMENCEMENT OF WORK AND/OR PRIOR TO START OF RESTORATION, COORDINATE THROUGH A "WALK-THROUGH" WITH PINELLAS COUNTY HIGHWAY DEPARTMENT REPRESENTATIVE TO ENSURE MUTUAL AGREEMENT REGARDING SUCH MATTERS AS EXTENT OF ROADWAY TO BE OVERLAID AFTER PATCHING, THE EXTENT OF DRIVEWAY REPLACEMENT - ESPECIALLY CONCRETE, ETC, f"'.' , r4;j~~k'A8~t'!RQNE:-o,.PlfE TO BE REMOVED FROM THE PUBLIC i.":l~IGHTr' "'." $I ":1.""., -.,J,{' .;:, -...".",, A_t<,~,. ,~">:,,~~~' ~! ,~,t,',' ~'. .{1' ,..i/,_;~.., .i , "e ., t., '~f '..' ',. .':'~..J:~,~, '....;~ . -:l' ,_l'~,),~i - ,.....~ 36.9 37,0 10, DISTURBED AREA WITHIN THE RIGHT -OF -WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED, 11. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY, ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP, . ~ :: .- ~ LO ~ ~ N . O'l 00 . (f) N 15.0 ~ N ~ . O'l 00 . Z N o r<) o o r<) o Lei N <Xl ~ I!) N NORTH 165.49' BUILDING SI:: I b'ACK PLAN ---._-~.::..:. DIMENSIONS AND LANDSCAPE PLAN 'IJA TE REV. BY"' 10-25-00 1. K,C, 1-8-01 2. RH , ..I r ... '" 0') '"'-I ::::t- ""*= ~ o IXl C\l 0) "II::: .~~ : ~~ t":) Ii.) to -.:t< t":) ,.j ~ zo>< ~<~ rnO::I: Z~UIi.) ..... .....1Xl ....Z~o ::I: ~ l'-' ~s::, .. Eo-< j ::So~O) , . ~~-.:t< ~::I: IXl c..tO ........ ....:lcnl!:l'- ~ ~~~r " ~ .. r:.:J c...? < ~ ~ - :::> ~ < - ~Z uO ~~ ~O c..u < Q - 0:: o O....:l <~ o ~ ~>- t:I:~ E-<Z O;:J 00 IJ:lU Zrn ~j ~....:l ~~ ::gZ u_ ::go.. r " . c...;l Z - Q... :::::::> c:::> 0::; 0 0 CO E- ::ld CO Z....:l-.:t< ~<t":)1i.) ~ ~ .0) E-O....:ll'- cr:J<~1i.) ~o I :;;.- ~ . -.:t< Z I]:l><t":) E-< - ~Ii.) Z .Ii.)-I ~ o::l .........:l l'- ..... .t":)OC\l ....:l :::..:::: 1i.)::I: l'- u "- ~ 01 ,. DRA'w'N "\ 1 K.C. CHECKED R.M.H,JR. DATE 10-18-00 SCALE i I" = 20' , JOB NO. 00-021.01 SHEET ST-2A OF 4 SHEETS , ~ -"""'.- , - :;t ~ ~ LJ ~ 't' ~ ""-- - :;tgf (rj<'ll ~t- t..:; QeO :c:- ~&3 ll::(rj 19 20 / 21/ / 22/ / 23 -- 24 25 ',-" / --- --- - '\;.../ REMAINDER S.W. 1/4. N,E. 1/4. N.W. 1/4 SEC, 16. T 29S, 16E 10.00 UTILITY EASEMENT ----- ~ <1)' .; - ------- SIR 5/8" --- ___ " S.OO.06'30"E. ~'- / ,-- I <b\ ,C1l' I I 18' 3D" I 12 ....t~- ",. t'l ./ I t'l ,---- ~ <1)' .; <b\ C1l' " E9 8" ./ -.- ,.. - - " -X~ <r 6" -- - <J - -'2!!- o 6" ............ .......... --- -.... 10.00 UTILITY EASEMENT b\ " ~ '\' " ~ I I ------ -I I -t----- --- I I 1/ /<fl 30"';' (* I <J ---- -s-. :';)' ~ ~ :';). '}; ---- / ---- -- 8" 17.9' <b\ ~'" b ;;'\ . ~'? ~ '\J E8 <J . OP '\' ,. ~ - -POFmDN-S:W.-1-/4...N.E. 1/4. N.W. SEC. 16. T 29S, 16E: -.... ............ - ---- - --- -.... -.... - -- \SI -.' -;t 32.0' . I:) ti <'II 8.6' 13.5' .. - 01 ti oi - ,::] 7.5' .. - - - -- -......... N <\I ~ >,l' 35.3' -- .....- - - --- o 12" <J '"74 '<-- <J c5'I ~ '1>' , ......, _ _ _ -EA1.JXL- NO I,D. 165.01 ' - 15" TO" - '\' <1)' .; ......... .........- o 12" ............ --- -s-. </" 30. 1/4 --- -.... ............ -- ---- 0- 20" -- - -- -------- <J 60" -- - - - - -22 - o - 10" - - - - -.... N \J.' n n --- / ; ::SJ' \ ' ......... --- 18" " -.' X - - ~- ............ 3D" "-.. "-.. --- "--t8~ ~ !\' 'j. TBM = 27,08 <J SIR 5/8" 24- -.)( :" -~ - - - WB 8' CSW CATCH BASIN N. INY. = 26.32 S, INV. = 26,22 o ASPHALT McMULLEN BOOTH ROAD R/W VAlES ------ , 165.49 SIR 5/8" CENTERLINE SWALE TO WEST BOUNDARY N.E. 1/4, N. W. 1/4 SEC. 16, T 29S, R 16E ---. ~ '1>' " ~ <1)' " ~ - /It') c:i C'ot- t'l ~_u._. .-- . - . . -.::::: " ~ ~ - - -4) -21 " " 'j. ~ Q15' SEWER EASEMENT O.R. BOOK 11058 PAGE 76 ---- 97.25' EXIST. 8" SEWER b\ n,' 'j. ~ :';)'P '\; SHED ~ :: ~ It) ~ ~ t'l . 0) ltL !t) ~ ~' 'j; --- ~ '1>' .; _ _ -19 ~ C1l' .; _ _ _ _20 r -s-. ~'j.' , - :;t ~ ~ - - LJ ~ -23 ..., ~! - :;t ,~ lIi <'II ~ l- t..:; ~ ~ ~ f<j ll:: (rj - -24 ---- -.... "-.. \SI ""- 1" K --- ......... "- .......... ......... - -25 - ........... ~"- 'j; -.... -26 TOB LINE """..;"" ..f :I . .--~. .. LEGEND EXISTING TREE LEGEND 4l -r<1)' 100.00 I EXISTING GRADE o MAPLE <J OAK o CITRUS E8 MAGNOLIA o WILLOW E9 PEPPER o TALLO PROPOSED GRADE EXISTING CONTOUR PROPOSED CONTOUR - - - - - - EASEMENT - ' , - SILT BARRIER PREDEVELOP. BASIN - - . - POSTDEVELOP. BASIN ~ DIRECTION OF FLOW O' . ~ * ~ SCALE 1" =20.0' '">~ oe:;., " l'I) Ill' fO' eo' 80' o LEGAL DESCRIPTfON: NJEX ST -1 ST-2 ST-3 ST-4 PREDEVELOPMENT DIMENSIONS AND LANDSCAPE PLAN WATER AND SEWER UTILITIES PAVING, GRADING AND DRAINAGE THE NORTH 1/4 OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4. OF SECTION 16. TOWNSHIP 29 SOUTH. RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE WEST 50 FEET THEREOF CONVEYED FOR ROAD RIGHT -OF -WAY AND FURTHER LESS AND EXCEPT THE EAST 400 FEET THEREOF. ~~ a ~ ~ i tl J AD ........l\~ T -, ~ ( S''''AN ABIIE'l" I'IAIt.AYf! - ~"L"ARI\. ,. . C~"'" ,:.. , I I ~I "- I '" I I 1 I 1 .~ =I~ I ~ I ~15' SEWER EASEMENT /1 O.R, BOOK 10956 PAGES 817 THRU 820 I I EXIST. MANHOLE NV. = 15.59 RIM = 20.70 "- .__COOPERS ~OFNT ~. <CD !!.l - -n cro -" CD'( -- 60' 'i);, ~./ ,,- ,'~>"1 "'C" i .:A~n~h, " ~t/ /<'J":,,. i-...- ,,-- : ~, ... AT LOCA TION MAP o ,--~,\ u I- I 1 I ---+GJ--- 20- _ ~ \- - I ~' . 27- - - -+ ~ _'~_ 1<: 33 . 12'(M) X rQ' FCM 4X4 NORTH \Y PLS 750 TBM - 27.97 ..........' \SI ............~' - .. 8" --- -.... 0 - sJ ............ ti .... 8!:... <'II 8 " ONE STORy.......... ... RESIDENCE # 7_ (TO BE REMOV~) ~""- ""- " ""- ........ " ~ x .......... " "- , -..-.... ENGINEERING DA TA: \,J TOTAL SITE ARDI = 36,380 so. FT. 0.835 ACRES TOTAL BUILDING AREA = 7,008 SO.FT. TOTAL PAVEMENT = 7,120 SO.FT. PAVEMENT ARDI RATTO= 0,20 IMPERVIOUS AREA RATTO = .388 TOTAL GRASS ARDl = 22,252 SO.FT. NO, OF DWELLING UNITS = 6 ~7,420S0.FT. BUILDING MDI ., 1.168 SO.FT. PAVEMENT = 950 SO.FT. PAVEMENT ARDI RATTO = 0,13 MPERVlOUS ARDl RATTO = 0.29 C. = 5302 TOTAL LOT AREA = 5.116 SO.FT. BUILDING AREA ,~1,168 SO.FT. PAVEMENT = 1,382 SO,FT. PAVEMENT AREA RATTO = 0,27 IMPERVIOUS AREA RATTO = 0.50 C. ".", +-..-::, " .' ,',. ,,,,-,,,,,.' TOTAL LOT AREA = 6,256 SO.FT. BUILDINC ARDl = 1,168 SO.FT. PAVEMENT = 1,558 SO,FT. PAVEMENT ARDI RATIO = 0,25 IMPERVIOUS AREA RATTO = 0.44 TOTAL LOT AREA = 6,239 SO,FT. BUILDING AREA ,~1,168 SOIT. PAVEMENT = 1,386 SO,FT. PAVEMENT ARDl RATION = 0,22 IMPERVIOUS AREA RATIO = 0.41 }l = 3,685 SO,FT. AR =,168 SO,FT. PAVEMENT = 1,556 SO.FT. PAVEMENT ARDI RATTO = 0,35 IMPERVIOUS AREA RATTO = 0,61 GRASS ARDI = 1,756 SO.FT. PARKING REOUIREMENT.' 2 PER DWELLING UNIT x 6 = 12 SPACES PROVIDED SPACES=12 SPACES (2 CIlR GARAGES) REOUlRED DRAINAGE VOLUME: CD SETBACKS: THIS SITE HAS NO EXISTING SETBACKS EXISTTNG VEGETATTON CONSISTS~S AND TREES, THE MAx. BUILDING HEIGHT IS .J5 FT. -1"'~1",rQ. NO ON-SITE BURNING SHALL B. 'RMITTEO, ~z-:. 0 ;; FUGITIVE: OUST TO BE CONTROLLED BY SPRINKLING BY THE GENERAL CONTRACTOR. rJVflJ-.. If .. REFUSE COLLECTTON BY INDIVIDUAL CONTAINER. '21(..0 ~ 10 FLOOD ZONE: ZONE C ",:Jfb;,,~~ NO SICNS ON SITE )'o.-Ir' NO ARDl LIGHTING PROVIDED UTILITIES: WATER - CITY OF CLDlRWATER WASTE WATER - CITY OF CLEARWATER POWER - FLORIDA POWER CORP. IRRIGATION TO BE BY SPRINKLER SYSTEM GENERAL DATA: ENGINEER: RALPH M. HANSEN, JR" P.E. #9280 DESIGN SERVICES, INC, 6636 ROWAN ROAD NEW PORT RICHEY, FL 34653 (727) 849-7085 K.B, INVESTMENT GROUP. INC, 5315 BROADWALK HOLlDA Y, FLORIDA 34680 727-534-5795 FLORIDA BENCHMARK PROFESSIONAL SURVEYOR 1882 DREW STREET CLDlRWATER, FL. 33765-2915 (727) 298-0286 OWNER: SURVEYOR: ( PREDEVELOPMENT ) DATE REV. BY 10-25-00 1. K,C. I>.... ~ ""-l "'=t- "**'= o ~ o co N Q) ... r...:l p., C':I 10 co ..q. C':I ,j ~ ..... . ~ ...... z~>= r...:l-<r...:l c::......:. rnO:X: -J'::> Z~UIO -< -co ::r.=~~~ t~~~~ o :x: 0:: p.,;g p.,col=:l'- ~ ~~~~ '-..::l~ ~ co__ r -< 0 - p;:; ~ 0 Q ~ c-? -< ~ -< 0 ~ ~ ~ ~ ~ ::x:: Eo-< ~ Eo-< Z > 0 :=> 0 0 ~ P=l U -< Z rn ~ ~ j .. z ~ Eo-< 0 ~~ u :::>~ r...:l ~ ...... ::gz 0 0 ~ u- p., U ::go.. '" J I' " . c....;> Z - - 0... ~ c::::> 0::; 0 0 co E-~co Z...::I..q. ~ -<C':IIO :=s li= . Q) E- ~...;ll'- U':2 -< ~ 10 ~o I >- ~ O..q. .. ZlJ:l~C':I Eo-< - ~IO Z . 10-1 r...:l ~ ........::Il'- ~ ~ C':ION U lO:X:l'- '- ~ / DRAWN K.C. CHECKED R.M.H,JR. DATE 10-18-00 SCALE 1" = 20' JOB NO. , 00-021.01 SHEET ST-l OF 4 SHEETS '- ~ ..,.. ,,J Lt<69 8, 'ON NOI.1'V'ZI~OH.1n'V' 9690- ~9v (L<:L) #XVj S9L\:T 'lj '~31VM~V3l:J 98<:0-86<: (L<:L) 'Hd 133~lS M3~a <:88 ~ ~O^3^~nS I'v'NOISS3..:::10~d 'JNI '>f~'V~HJN38 'VOI~Ol..:l r:~: .;c..Lf!llQ 1;--) <, ',,;l0.2:L:,'"' ',:;.-;77 " " d i . ,; OOOlf t AON i;, ;;; ii i ~:_,>I:,l : 'I -~ JI_~?::J ntI DJ ~ Cl :lV~a - . ~ Yl ~ C) C) :::t: . C) C) Cl) ::tJ ",' r." C) C f11l: ~ -- :::t: Cl) C) ~ '!::: C) [;J -- /..~~-~,.. / AVM3sn~ 09 13Sdr-l..,.'" ,A3N.umoo JBIJJS_ ,~6't6 DRAFT o^' 'Y l<J ,~9't6 ,~9't6 DJ ~ Cl Cl o^' ~'Y ,~t'~6 s: () , tr'ozz 'M"rq,7z.69'5 s: c: ,OZ " l ,OO'Of; ,6k'BL r-- r-- ~ Ot oz O~ g 0 ~ ~ o^' CD o^' Cl CJ 3: DJ Cl ~ ~ I\i <?J'Y ~ ~'Y ~ 'J "" CJ ",' <0 - . <0 ~' =t M ,00 'Of; ,00'Of; <: C) ::tJ :t ::u i2 t) ,OL'LL ,~f;'BL -- Cl) ~ -l>o.. (Q - - - - - - - SS3~D3/SS3~DNI SB~ ~ Cl DJ DJ Cl o^' DJ ~ o^' ~ I\i ~ Cl Cl 'J Cl t,< 'Y Cl Cl t'Y Cl <0 \ :;#. 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':J '0 'd '8'O'd 3 :ON3D37 'JJ.NnOJ SIHi .:f0 SG~OQ3~ Q178nd 3H1 NI GNnO.:f 38 ), 'lY'I 1 VHi l'r/7d SIH1 NO G3G~OQ3~ 10N 3~'r/ iVH1 SN0I1QlmS3~ 7VNOl1lGGV 38 ), 'lY'I 3~3H1 '1 'r/7d 3H1 .:f0 W~O.:f 7'r/11DIG ~o QIHd'r/~D ~3HiO ),NV ),8 ).1/~OH1nv Nt G3iN'r/7ddnS 38 S3QNViSWnQ~/Q ON NI 77/M GN'r/ NI3~3H G38/~QS3G SGN'r/7 G3G1Ii1G8nS 3H1 ciO N0l1Qld3G 7VIQlci.:f0 3H1 SI 'W~O.:f QIHdV~D S,lI NI G3G~OJ3~ S'r/ 1 'r/7d SIHi :3Q110N NO/ld/C/:JS30 7'r/CJ37 1 v7d AdVN/YV/73dd _"i- '!:: ;-' ~ - LJ <: -l<J .z~ - '!:: ~f ltjC\j e11- ~ ~- ~ ' l<Jf;:J Q::tr) J'-~"- --- -- --- .----- --- ........ - 8est C 4 "ailab,':! REMAINDER S.W, 1/4, N,E, 1/4, N.W. 1/4 SEC, 16, T 29S, 16E 10.00 _ UTILITY EASEMENT _ _ _ FC~4- NO I,D, 165.01 ' 19 --- --~-- SIR 5/8" --- ___ S. 00006 '30 "E. ~ ~' , / I-- I I 18' 30" I 1'0 C) ,{~- I~ 1___- ........- ~ 'll' -; ~ 'll' -; tbI 'll' , E9 8" .,..; ~ / / 20 .----- --- - 21/ 'I' " X ~ ~' , <C' 10" --- 15" - - ---- - '" ,,' --):'14- -- -- Iv) c:i c-.t- ~ V 'll' , ~ -- -- - - <J -I-,~ c!J '-... --- --..... 6" "-.. 'II ;{'.: - ~., --;/- '~fY -PORmJ/IJ""S:Wc-'4/t__NE 1/4, SEC, 16, T 29S, 16E--..... "- - ._____ --- -r ,- - - ~ 1 J----- --- 1 I 1.----- .----- ~I 24---.----- 3?Pf * __I ;9 25 I I I 20- - - -t FJ ~ I- I ~' . 27- - - -+ ~ _'2" 1<= 33 . 12'(M) X 22/ N.W. 1/4 - - - - - - - - - - -22 ----- --- /" 23 .----- ..;'\ ~. X --- ~ ~' 'Ii - .----- 32,0' Q c:i C\j ~~o 8,6' . - -: 0) ::?'''''oi tbI 1'0' X 17,9' ~ '110-' - Q <)\C\j 1'0' C\j 18' 'li 35,3' PORCH - - o -'- --- --..... <S\ ~. --2. --..... <S\ --;t. --- cc)\ 'Ii' '" '-... o 10" 7,5' ---- 0 "'- c....i 8" --... c:i <:: '-... " C\j a 8'-... ~ ONE STORY"-.. RESIDENCE "- "- #7 """ (TO BE REMOVED) '" "- --..... ~'?> '" - - - - - ---.. --- 13,5' o;t N I") I") ~ ~ --- - - -- - ........ ........ " ~ X "- """ 'y{ I ,5 (h.b '-. _ ___ ._____ 18 " ~" > 4/"<2./ X '\ - ~ ~ 1'0' -;;'" SHED ~ ~ ~ ~ It) ~ "It ~ 0) lQ.. v) 'll' <0' 'Ii =-- - - --- --- 701 vf2- <J '-... EE 12" <J " ~. ()! FCM 4X4 PLS 750 TBM 27,97 NORTH '-... "-.. '-... --..... - TBM = 27.08 SIR 5/8" _<J 24-- -X :0 -~ ----- - -"8~ ~ l' - WB 165.49' SIR 5/8" 8' CSW TOB CA TCH BASIN N. INV. = 26.32 S. INV, = 26.22 OP ASPHALT CENTERLINE o SWALE TO McMULLEN BOOTH ROAD R!W VARJES WEST BOUNDARY N.E. 1/4, N.W, 1/4 SEC. 16, T 29S, R 16E ~ ~' -; _ _ -19 V -;'ll' _ _ _ _20 ..;'\ X"" --- - ---23 LJ <: ~~ - "- <S\ """Z ....... "- ........ ....... --- '-... ~~ 'Ii --..... .z - '!:: <: ~ - --- '!:: gf ltj C\j e1 I- ~ ~ ~ ~ ~ tr) -24 - - -25 ---- 26 ~~ i~ ~ ~ ~ 27.84' I I &ll I' I <0 I I I I I .Y T~' ~ LINE EXISTING TREE LEGEND <> MAPLE <J OAK o CITRUS EE MAGNOLIA D WILLOW EB PEPPER o TALLO INDEX ST -1 ST-2 ST-3 ST-4 LEGEND 'JCl ...p'll' 100,00 I EXISTING GRADE kl * ~ SCALE 1" =20.0' IPROPOSED GRADE EXISTING CONTOUR PROPOSED CONTOUR - - - - - - EASEMENT - , , - SILT BARRIER PREDEVELOP, BASIN - - , - POSTDEVELOP. BASIN I ~ DIRECTION OF FLOW ~~ <-. " V) O' au' 40' 80' 80' ,.1 LEGAL DESCRlP71ON: PREDEVELOPMENT DIMENSIONS AND LANDSCAPE PLAN WATER AND SEWER UTILITIES PAVING, GRADING AND DRAINAGE THE NORTH 1/4 OF THE SOUTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE WEST SO FEET THEREOF CONVEYED FOR ROAD RIGHT -OF -WAY AND FURTHER LESS AND EXCEPT THE EAST 400 FEET THEREOF, I I y lS' SEWER EASEMENT /1 O,R, BOOK 109S6 PAGES 817 THRU 820 1 1 EXIST, MANHOLE INV. = 15.59 RIM = 20.70 ENGINEERING DA TA: '", . 0 H.. .- _ j tl / >to TEAD ......I'\l..~ ",I I SnOVAHA6BEV . -. al ~:O~;~.PA:~~ ~~'. ,...... S"'~INGS ...-~SAF&TY . - HARSOR SPA RI! STAnON POST OFFtCE ;-- CHANB~ OF , COMMERCE S .;-,..~ . RECREAnON 80A1.-jJ CENTI'!R '1'SASlN PI!!R ~ - - ~ -21 " " '" X OS' SEWER EASEMENT OR, BOOK 110S8 PAGE 76 - ---- 97.2S' EXIST. 8" SEWER C,. :of" -._._._._~_._._a_ ! : '- .A:(lOPERS . ;>OINT ! I I I, I : . I I "I ' . ~ ," 1 .. . CANI -- DRAFT LOCA TION MAP ~ rr ~;~. IT-l: II i :'-: ,;: \ ill Ii i] 1.,_._;,2_'!~,! \11 "i li\1 NOV 172000 Jl1IJ) I Ij II . 1.,1"1 ~ l...:_'_~~~~~_--:--:}'- SVCS PI.NiiWh: e. DEVI::u.~ 'ii:N'l ein cJF CLEARWMER /' /' -'+':..' ,- TOTAL SITE AREA = 36.380 SO, FT. 0,835 ACRES TOTAL BUILDING AREA = 7,008 SOIT. TOTAL PAVEMENT = 7,120 SOIT. PAVEMENT AREA RATIO= 0,20 IMPERVIOUS AREA RATIO = .388 TOTAL GRASS AREA = 22,252 SO,FT. NO, OF DWELLING UNITS = 6 f..Jl:...- t.- TOTAL LOT AREA = 7,846 SOIT. BUILDING AREA = 1,168 SOIT. PAVEMENT = 830 SOIT. PAVEMENT AREA RATIO = 0,11 MPERVlOUS AREA RATIO = 0,26 GRASS AREA = 5,848 SOIT. ..c:k. -l. '" SETBACKS: THIS SITE HAS NO EXISTING SETBACKS EXISTING VEGETATION CONSISTS OF GRASS AND TREES, THE MAX. BUILDING HEIGHT IS 35 FT. NO ON-SITE BURNING SHALL BE PERMITTED, FUGITIVE DUST TO BE CONTROLLED BY SPRINKLING BY THE GENERAL CONTRACTOR, REFUSE COLLECTION BY INDIVIDUAL CONTAINER, FLOOD ZONE: ZONE C NO SIGNS ON SITE NO AREA LIGHTING PROVIDED __~,.Je.-z,-' ~' = 6,256 SO,FT. BUILDING AREA = 1,168 SO,FT. PAVEMENT = 1,505 SOIT. 'ENT AREA RATIO = PAVEMENT = 1,241 SOIT. PAVEMENT AREA RATIO = 0.31 IMPERVIOUS AREA RATIO = 0,60 CRASS AREA = 1,591 SOIT. ~.1Ie.'Z.- ~'= 7,350 SO,FT. BUILDING AREA = " 168 SOIT. PAVEMENT = 830 SO,FT. PAVEMENT AREA RATIO = 0.11 IMPERVIOUS AREA RATIO = 0.27 GRASS AREA = 5,352 SO.FT. UTILITIES: t.. ; 1 ~;'(.. . \7 1<1' . BU~ , PAVEMENT = 1,228 SO.FT. PAVEMENT AREA RATIO = 0,29 IMPERVIOUS AREA RAJ/O = 0,56 GRASS AREA = 1,867 SO,FT. ~'f;Je-Z~ ~'"= 6,655 S(),FT. BUILDING AREA = 1,/68 SO,FT. PAVEMENT = /,486 S()fT. PAVEMENT AREA RATION = 0,22 IMPERVIOUS ARtA RA no = 0.40 CRASS AREA = 4, 11 S ,FT. PARKING REOUlREMENT.' 2 PER DWELLING UNIT x 6 = /2 SPACES PROVIDED SPACES= 12 SPACES (2 CAR GARAGES) REOUlRED DRAINAGE VOLUME: OWNER: WATER - CITY OF CLtARWATER WASTE WATER - CITY OF CLEARWATER POWER - FLORIDA POWER CORP, IRRIGATION TO BE BY SPRINKLER SYSTEM GENERAL DATA: ENGINEER: RALPH M, HANSEN, JR" P,E, 19280 DESIGN SERVICES, INC. 6636 ROWAN RDAD NEW PORT RICHEY, FL 34653 (727) 849-7085 K,B. INVESTMENT GROUP, INC. 5315 BRDADWALK HOLlDA Y, FLORIDA 34680DRA 727-534-5795 FLORIDA BENCHMARK PROFESSIONAL SURVEYOR /882 DREW STREET CLtARWATER, FL. 33JAR'.J\.F (727) 298-0286 LI 1-'\ SURVEYOR: PREDEVELOPMENT , BY' DATE REV. 1O~25-00 1. K.C. \. ~ r '" I>-., 0> '"'-I :::::r- "**'= ~ o co t\! 0) "Il= I'<J ll.. t'j I!:l co "" t'j ...3 ~ .~~ ::5 ~ . ~ .... ZQ>< I'<J<I'<J rnO::I: Z~UI!:l ..... -co ....Z~o ::I:< l'- ~:i~~~ . ~ll..co ::I: .-.. ll..co~l'- ~ ~~~~ '- ~ I . ~ ~i ~~ ~ ~ ::>- ~ <:C ~ Z o ~ o C-) <1'1 < ~ I-t ~ o ~....;l <~ o p:: ~ Eo-< o o CO Zrn I'z;:l< ....:l....;l ....:l....;l ~~ ~Z UI-t ~o... ~ :>< E-< Z :::> o u .. E-o U I'<J .... o ~ ll.. r '" c::...,.) Z - ~ 0.... :::::> ~ 0::= ~ 0 co E-~co Z "" ~ <t'jl!:l ~ ~ .0) E-Q~l'- c:r.:.l <~I!:l ~o I :::- ~ -"" .. Z !:Q ~ t'j E-o - QI!:l Z . I!:l-I I'<J a::l ....~l'- - t'jOt\! ~ ~ U 1!:l::I:l'- '- ~ J , DRA\JN "'" K.C. CHECKED R.M.H,JR. DATE 10-18-00 SCALE 1" = 20' JOB NO. 00-021.01 SHEET ST-l OF 4 SHEETS \... ~ ~(Ii PA VING NOTES L ONSITE CONCRETE AREAS TO BE 40 THICK 3000# AIR ENTRAINED, V /6x6-I=IIO/IO VVF MAXIMUM SLUMP TO BE NIO MORE THAN 4", ALL CONCRETE TO BE VOOD FLOATED, STEEL TROVELED, FINISH TO BE MEDIUM BROOM FINISH, 2, OFFSITE CONCRETE AREAS TO BE 60 THICK 30001=1 AIR ENTRAINED, V/6x6-I=IIO/IO VVF MAXIMUM SLUMP TO BE NIO MORE THAN 4", ALL CONCRETE TO BE VOOD FLOATED, STEEL TROVELED, FINISH TO BE MEDIUM BROOM FINISH, '. ...... ". ..,:.;.... :.. ff.'" ';"; .... ,:... ',' . .... .~ .... ;'.~'.: .: 1',' i 0" ~. "..; ..:e. >::',':::';>':6"' 30001=1' cONe', 'wi VIRE MES'w':;:T':".- ~':~':';.::"':'.~" ''';,', .~...~......:.:.."........ \'1 :...'!: . .;....... . ;.... 0'/"; .:....,..:.....:.:.:. 24.00' <i 4" 30001=1 CONC, wi VIRE MESH 1/4" PER FOOT OFFSITE DETAIL SECTION C-C (ON-SITEJ NTS CONCR/: I/: PA V1NG DETAIL SCALE: NTS 1- - - - - -,~ 1000~TI~ EASEMENT- - - - -1~ 01'- - -- A S.00.06 30 E. l <1 /1 A . < <... I , , - ,\ -80..00' SILT BARRIER - ~ sQ"- , , '10:'-!-' " ''''''8~c '0'1' SIl:T-BARRIERI 18' t.5 30" "--15' SETBACK ~ : ~ 15" >.. I ~ ~N ll:: if ' , - - - - , , -~- en. - - ' - - - -~ ~ E 8l ~ Vl 8' ~ f.1 I : l:%:f~T~~~ AREA /1 <N 12" 20" 61'f2,OO 0 0 I 1 I 1'0 o lei N I IN 0 ''''' 1 ~ 46.00' / ~ 46,00' 1 r- : "8 @) g 12" ~ ,~O FIN. Fl. @ I ~ ~ I ~EFLIN":2F3L5.6" ,N ~ 1 Jia=~6:5~T, I [j ~ I 0 1,168- SQ. ,8FT, 20,00 20.00' ~'I' 26,00'"9 16' l.flt>c 16' l'ia 26 -, 0 : I- f- I 32,00 \1, L ~ DRIVEWAY~IiDRIVE~v 'n~ "t~ . I I ~ N ~ 0- ~ ~ ~ )~ J ' 1 0 I : 0 g ~~ l~ " - ~ ~ :;""'J601, I i IS.0(.27'39"E 0 .uO' 2 S.00.27'39"E. o. ?8~ I - - I 1\ ,~, 0\ r )' 0 ( ~28.00' 20,'211 .. : / 28,00 g ~ [\ I "-J 8 -- I I, 1/ lF ,11N68 FSLQ. FT. g ~ I 01'0 I ~ ~ ~~~;";~:83 I -:- J, :::.- - 1 /, '83 ui \(:(11 00 I N1,168 SQ. FT. I u I ! r f@ ~ '~~-1' ~ g g J7D ~ g G) ; p.~ ~ I lu :>r:: ~ 8 I ~ I P I 16' DRIVEWAY 0 I ~ 1 ..: N ~ 16' DRIVEWAY .... 8 N N I 3<Jo,:pfl '* I,"~ ?2t,b<60.27~. /' 8~.~O' <ill I s.00.~n9"E. 85.3 922.00' 20,31~ ~, 0 ) " 0..Y-1 in '-..... N ,20,32.... ~~ 22,00' N -.. .....:.J I ~ 22,00' 0 1 '" 8 1 Cl I I 0 I 18" I 16' DRIVEWAY Z I 16' DRIVEWAY 0 I <j o in N 0 ~ o I .10" II ofC:\ g I --.e- Cnl ~~17 -r-' FIN FL It ' SHED ~ ,- - I~"- 0 I. -J ~ EL :,,?~ '()() 1 ' I EL -2600 · n' <D' '\30" ~ -> 1 W.. 1,16'; SO, FT,~ .,.. )1' .. N <J ,., :> ~I, , , K 1,168 SQ. FT, lXi ~ :: " CONC, STOOP 3 WAL , '" trJ I ~ ~J115,OO 'y"C28.00' 0 A -.:o~ _ 20.421w ~ I ~' ~ EE 0 , , - , , 8 ~9 - - - ~~' 0 ~ ~ N I ~ 1'2" ~ 2~ ~ ,<J/ - 10~O' 10'OO'-,'--~S~TBAC~ kJ ~ ~ I Z 'j'" ,., 18" : 1< .....,., ~ VI 33'). J 2 '(M) I ~ <J 80.00 4 85.49'" I . 165.49' 8' SIDEWAL~ -~ i (II ~ ~ . o I ~ o o co N ~' I ~ I fn " ClJ:;:: ~, ~ :1 ~n;' It Q:' "i N j en ~ o o . o N N I T 0.. ~ '. . W ~ ~ , ~[)" ~ . 4 'lIi~ ~ , ' , , <D 6" THICK CONCRETE ~~,": ":,,>':, ;:j W/EXPANSION JOINT------ ;'<4~:,: ,~~:~~1 j ./ 7 36" POST AND RAIL FENCE '~AW CUT lEDGE OF ASPHALT J NOR'1H N ~ N 1'0 . en CO . Z , I McMULLEN BOOTH RqAD R/W VARES J _u WEST BOUNDARY N.E. 1 ;4~ N. W.-l/-.4 SEC. 16, T 29S, R 16E // 3' SIL T FENCE ENVIROFENCE DR EQUAL ____ 4' POSTS MAX, SPACING 8' O. 32.0 32,0 15.00 15,00 15,00 .,.... 15.00 NORTH /" ./' --- TRENCH AT FENCE BASE BACKFILL OVER FABRIC SIL T FENCE DETAIL SCALE: NTS S.OO.06'30"E. Vl co <D N / / / / 1 /(1)/' 2,00 ~ 3 @ N (J1 o VlVl o~ ~o N o o I "S 37,00 37,0 @ N o ,.$ , /CD } 37,00 37,00 . . ~ o ,., N o ,., BUILDING SETBACK PLAN 165.01 ' Vl <D o 'oJ 3/ N (J1 o ,/ ~J N" <'0/ o /@/" / .' / " // // N o N o o / @//,,/ ./ / / , ' , " " ' o o o ,., 37,09 37.15 "! o ,., 165.49' 20,2 20,31 20.32 20.42 kl * at: SCALE 1" =20.0' ~~ 0<:..., " O' 20' rn 40' 60' 60' , LEGEND PROPOSED CONTOUR - - - - - - EASEMENT - - - SEWER LINE - , - WATER LINE , " " , .,.... 1'0 . o N N SILT BARRIER POSTDEVELOP, BASIN TREES TO BE REMOVED EXISTING TREE LEGEND o <J o EEl o EB o o MAPLE OAK CITRUS MAGNOLIA WILLOW PEPPER TALLO L REPLACEMENT LIVE OAK TREES NOTE: 1. ENTIRE SITE TO RECEIVE BAHA SOD WITH SPRINKLER SYSTEM W/ 100% COVERAGE. 2, PLACE APPROVED BARRIERS AROUND ALL TREES TO BE SAVED, 3. ALL RESIDENCES HAVE STEM WALL FOUNDATION, 4, INDIVIDUAL GARBAGE CONTAINERS FOR EACH RESIDENCE, . 3 :: 1'0 U1 ~ ..... N . en CO . VI ~II <CD 1>>1 == I>>n 0"0 .." CD'( DIMENSIONS AND LANDSCAPE PLAN DATE REV, BY [0-25'00 1. K,C, t>-.. 0, ~ ~ "**'= . ~ o co t\l 0:> =II:: .~~ : J~ C':I ID co """ C':I ...j r:... ZQ>< ~<~ ooO::I: Zl1:UID ...... -co ""Zl1:0 ::I:< /.'0 ~.~E-oI ~Ol1:o:> . ::I:l1:~~ -j ~~~~ ,c::::::-...., <co~Z~ '-=> 0 l1: co _ 1 < Cl - P:= o ~ ....:l -< ~ o ~ 0::: >- == Eo-< Eo-< Z o ~ o 0 Q:l U Z rn ~ < ...:l ....:l ...:l ....:l ::::> I:Ll ::g Z u _ ::g p.., ~ Co.? < ~ ~ - >- ~ < - ~Z UO ~~ go ll.oL.) . c...;> Z - .. E-o Z ~ - ...:l U Q.... ;::::> ~ 0::: c:..,:, 0 co E--< ~ co Z...:l""" (:;z;:l <C':IID ~ ~ .0:> E--<Q...:l/.'o Cr.:l < r:... ID (:;z;:l 0 I >- l1: '""" Zl:Q><C':I - <ID Q .1D"'"'l1 ,-y-o, .... - /.'0 ~C':IOt\l ;:..:::: ID::I:/.'o , DRA VN " K.C. CHECKED R.M.H,JR. DATE 10-18-00 SCALE 1" = 20' JOB NO, 00-021.01 SHEET ST-2 OF 4 SHEETS '" ~ Q.., C) I 1 I 1 1 1 I I I I ---------1 10.00 UTILllY 18' t- Z W :::;: W Ul l5 ~ :::i i= ::> 1 I ~ 1 I 1 I 1 I <JI 30"pf *' 1 I 1 18 I 1 I 1 16' I 1 EXIST FIRE HYD. -I\r- 380,00' 30" 8' <J 8" EE 12" <J EASEMENT 0" RETENTION AREA #1 8 8 8 o FIN, FL, EL,=24.83 CD FIN, FL, EL,=26,OO M.H. #5 RIM = 25,00 INV. = 20,50 6' Q) FIN. FL. EL,=23,58 I I'~ @ 0, q ~I s: II <J , II~ J <J;;'-'i 18" II 24" 4 (2) NEW 3/4" WATER METE EXISTING WATER 12"D.I, 10" 15" ~~ -I> ~b ~i ~ ~ ~ M.H. #3 RIM = 22.20 INV. S=16,57 INV. N=17,50 15' SEWER O.R, BOOK PAGE 76 I~ I ...J ~ I [J I ~ I ~ 1/15' SEWER EASEMENT Ul --r O,R. BOOK 10956 00 PAGES 81 7 THRU 820 I...: Ul 1 I~ 12" <> EXIST, MANHOLE RIM = 20.70 INV, E= 15,59 INV. NW=15.70 11058 20" <> @ FIN, FL, EL=23,58 8 30" PVC @) FIN, FL, EL.=24.83 II ...J ,.:;; @) FIN, FL. EL,=26,OO ...J 3: 8 8" PVC @O,50% 89 LF 8" PVC @ 0,50% I -1 10" I o M.H. #2 RIM = ---- INV. S= 16,30 INV, W= 18,00 INV. N=16,35 57 LF 8" PVC @ 2.00% M.H. #1 RIM = 21.00 INV, SE=15.75 INV, N=15,80 ~" / <:] M.H. #6 RIM = 23,50 INV,= 19.00 SHED 30" <J NOTE: PROVIDE BLANKET EASEMENT FOR SITE FOR WATER AND SEWER LINES. 8 8' SIDEWAL WATER METER I McMULLEN BOOTH RqAD RIW VARIES 1 WEST BOUNDARY N.E. 1/4, N. W. 1/4 SEC. 16, T 29S, R 16E l? '~ 3.6~4~lT AND BP-IL-.EE;NCE, IICi I L ~'I<[<, '.H/CIL BE 111':,I/\Ll,Eli 011 (',LI_ Wll. ,BOTH PF'E':,EIIT S I'IIIUI!E ',,[I\'/ICE' I I U F'I/iIY/IUL L:LI'III ;\ I c,UJli.L IIU I UVU, .1 II' E>,ClI'T WHERE lITHFFINIS,l I/LI/IIII'l11 " I,III'III,IUI;I CIIT 1111[lER [,(il/DINpl -, cj 0' 1;111111;1111;1 CUT ,q F'FIOF'EFT, UIIE -- ',,0' UFi /CS F(EOUIRllJ f OF' ',EFt/ICE ) Fil:,[RS SHPl.l, FI\[FEF/C61_1 FOil OW '10FT OF BPI.II, TO REOIIIRLl) DlrT11 " [,ISm l'AplEl,II,"1 ',11/,11 1Jl 1III ;Mvll p5 IApll1 I\IA.TERIDL .~~'("~ ~'$\"'" -, c,EE IIOTl.' SEF'\, II I, FIF'F "1" k "," bRpII,H 8. [;Elm ,II,' bEl-Iii F-'l Ii --- -....... ELEVATION SECTION -...,.--.......--- ALTERNATE DETAIL AT TOP OF RISER TABLE SERVICE CONNECTION DETAIL !,!'IE II' 'IIF "I f 11'.1 If SEWER SYSTEM SERVICE CONNECTION DETAIL EXISTIN G TREE LEGEND o <J o EB o ED o CD t..:l * ~ SCALE 1" =20.0' '->~ <., , Ct) LEGEND MAPLE OAK CITRUS MAGNOLIA WILLOW PEPPER TALLO REQUIRED TREES PROPOSED CONTOUR EASEMENT SEWER LINE WATER LINE o' 60' 80' 20' 40' WATER/SEWER CLEARANCE REQUIREMENTS Vertical Clearance at Crassings: Gravity sewers or force mains crossing under water mains shall be laid to provide a minImum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe. The crossing shall be arranged so that the sewer joints and water joints will be equidistant from the point of crossing with no less than 10' between any two joints. Where the minimum 18" separation cannot be maintained, the sewer shall be placed in a sleeve or encased in concrete for 20' centered on the point of crossing. Where there is no alternative to sewer pipes crossing over water mains, the pipes shall be centered at the crossing as indicated above, and the water main shalf be placed in a sleeve or encased in concrete for 20' centered on the point of crossing, Adequate structural support shall be provided for the sewer to prevent damage to the water main, Horizontal Separation Between Parallel Lines: A. Gravity sewers and storm sewers shall be installed at least 10' horizontally from any existing or praposed water main, The distance shall be measured edge to edge. In cases where it is not practical to maintain aID' separation, the water main shall be installed in a separate trench or on an undisturbed earth shelf located on one side of the sewer and at an elevation so that the bottom of the water main is at least 18" above the top of the sewer, and the water and sewer joints shall be staggered. B, FORCE MAINS shall be installed at least 10' horizontally fram any existing or proposed water main, SANITARY SEWER/RECLAIMED WATER &- POTABLE WATER/RECLAIMED WATER SEPARATIONS When the reclaimed water line is transporting water for public access irrigation: Maximum obtainable separation of reclaimed water lines and domestic water lines shall be practiced, A minimum horizontal separation ~f 5' (center to center) or J' (outside to outside) shall be maintr '...ed between eclaimed water lines and eith potable water mains or sewage collection lines, An 18" vertical _ ~aration shall be maintained at crossings, When the reclaimed water line is transporting water for nonpublic access irrigation: The reclaimed water main shall be treated like a sanitary sewer, and aID' horizontal and 18" Vet ..cal separation shall be maintained between the reclaimed water main and all existing or proposed potable water mains. No minimum separation is required between the reclaimed water main and sanitary sewers, other than that necessary to ensure structural integrity and protection of the lines themselves. NOTE: When it is impossible to obtain proper horizontal deviation on a case-by-case basis, if supported must be obtained prior to construction, and vertical separations as stipulated above, DER may allow by data from the design engineer. Approval for the deviation C.I. FRAME & COVER U.S. ~(1l1IJDRY & MFC. ~ # 19SW OR ECJUAL /" NOTE: .3'--Q" DIAlvlE1ER TYPE "A" r,1ANHOLE SHALL BE USED AT THE Er~D l.IF ALL 8" SEWERS WHERE MMJHOLE DEPTH DOES NOT EXCEfD 4'-0" OR EXCEPT AS NOTED OTHERWISE IN Pl.ANS. Best Copy Available ./ CI FRAME & COVER I\JOTE: C:(lNCHl i'L CW BI~ICI\ DROP - El'-J(;ASEl\~Eln I 1-- . SEE ['.JOTE 1 I PRECAST WALL THICKNESS SHALL BE 6" FOR ALL DEPTHS AND REINFORCED PEP ASTM (-478 AND WITH CONCRETE CONSISTING OF 4000 PSI AT 28 DAYS, TYPE II PORTLAND CEMENT. w ~ OJ <( ii' " 2 ALL. RISER UNITS SHAl_L HAVE A MINIMUM HEIGHT OF 12" WITH THE COl'rCENTRIC COfrE SET BETWEEN 2 1/2" AND 14 1/2" BELOW THE BOTTOM OF MANHOLE COVER FRAME. 'u u OJ <( ii' I " SlWf.R /' F'II'E ~~L:T ~ wm: ", II [1 81 "-I ::::::::::::::::::::::::::: J -------~:~;;.:..:~\ ~:.~~~.~..: TYPICAL --.3/4" ROCI< L 6" MIN. DEP~H I 8" SLAB W~EN LESS OR AS DIREC:1ED __ THAll 1 C DEEP SECTION BY [ITGINEER 1:c''' SU,8 WHU~ MORE THNI 1?' [JEEP rE~ ~E E NOTE 4 _ -, CROU! SEE NOTE 1 3. ALL TONGUE AND GROOVE JOINTS SHALL BE JOINElJ AND COMPLETELY SEAl_ED WITH RAM-NEe PEP STAI\jDARD SPECIFICATION. 4. ALL INTERIOR AND EXTERIOR MANHOLE SURFA,CES SHALL BE PREPARED FOR COATING AND COATED PER STANDARD SPECIFICATION. L-- 3/4" RUCK #4 @ 8" OC EACH W./!d, 1 1/2" COVER OVER BAR MAT 5. SUBMITTAL FOR APPROVAL SHALL BE MADE (H PRECAST MANHOLE SHOP DRAWINGS, MAlJHOLE FRAMES AND COVERS, METHODS TO BE USED II'<J SEALING. JOINII~G AND COATING MANHOLE SECTlm~s BEFORE COI\JSTRUCTION BEGINS. SECTION ~)iT CURvl AND SEWER PLAN BELL Ef-JTIREL'1 F~WASFT) -, Iv1A1r-HAII--J ,IOI~JT f-1_l>::IBILlTi 6. GASKETED MANHOLE CONNECTORS SHALL BE SUBMITTED TO F'INELLAS COUNTY PRIOR TO USE. FOR GROUTED CONNECTION USING pve PIPE, A. SUITABLE ADAPTER REQUIRED. 7_ "FLAT TOP" OR HORIZONTt>,L SLAB MANHOLE TOPS ARE NOT PERMITTED ON 3' OR 4' DIAMETERS bRi\I'IClI ENCA'--~EMun '::,HALL BE OF [1Tf-IER COf'ICRET[ OR Bf,>CI'-, l:JCi~JUED WITH MP-J'JHCILE, WIIH MORTAR FILL AROUr-J[j PIPE 8. AN OUTSIDE OR INSIDE PVC DROP Cm.JNECTlm~ IS REQUIRED WH~RE INLET IS GREATER THAN 2' ABOVE MH INVERT. A FLUME SHALL BE CONSTRUCTED ON DROPS 2' OR l.ESS ABOVE MH INVERT, PLAN DROP MANHOLE FOR r'lPES 24" & UI-..JDER .30" & .36" ----------- 6' -0" 42" & OVER ~;CA1[: r-ICi!-j[ SI:_':Al_E SEWER SYSTE. ,.' STANDARD & DROP WATER UTILITIES r By'" DATE REV. \... ~ '" 0, "'-l '=:t- "**'= ~ o CXl C\! (l) "II:: ~ p". t"':l I1.l CO -.I< t"':l .....i ~ .~~ J . ~ -.. . Zo>o ~<~ ooO:I: Z~UI1.l --' ....CXl .....Z~o :I:< I."- ~ ::;i~~~ .~ ~,,-.I< ~ :I:: _CXl ~ p".COii=~ ~ ~~~~ '-.::>'0 ~ CO ""'_ r " < 0 - ~ ~ 0 ~ ~ c:...? < !:z.. -< 0 ~ .........:l ~ >-- .........:l :I:: E-< - E-< Z > 0 ~ 0 0 .........:l a:l U -< Z rn - Z ~ < .. ....:l ~ E-- U 0 ....:l ~ ~ .........:l :::> ~ -.. ::g Z 0 0 ~ U - p". U ::g 0... \.... ~ r " . c....;> Z - - 0.... :::::> c::::> 0:::; c..:;, 0 Eo- CXl Z ::.:::CO ....:l-.l< ~ <t"':l11.l ~ ii= . (l) Eo- O....:ll."- c:r.:J <tz:..11.l ~ o I >- ~ --.I< E-- Z a:l~t"':l - I1.ls'f z . ~ o::l .........:ll."- .... t"':lOC\! ....:l :::..:::: 11.l:I:1."- U '- ~ r DRA'vIN " K.C. CHECKED R.M.H,JR. DATE 10-18-00 SCALE 1" = 20' JOB NO. 00-021.01 SHEET ST-3 OF 4 SHEETS "-- ~ f 4 4 NOTE: SEE GRADING PLAN FOR PROPOSED ELEVATIONS SWALE SCALE: NTS /' /' 19 ~, , '-~) . "., "., "., 20 TOE OF SLOPE .Oe- 21 BERM 22,5 22 0.., a I k I 1 /j ------- /- /// 23 24 W -! ~ 1Il 25 - - -.... u "'I~~)'.I'\ ~ ; 1 ~ 26-- - "t- -I 27---, , WEIR 1 BOTTEM OF BAFFLE = 21,92 WEIR 2 BOTTOM OF BAFFLE = 21.42 s'-OU BAFFLE r4' 0" WEIR '--1 WEIR 2 TOP TOP OF WALL 1 = 22,75 OF WALL 2= 22,25 WEIR 1 = 22,25 WEIR 2= 21,75 ALUMN BAFFLE PAINTED GREEN WEIR ELEVATION SCALE: NTS ALL SLOPES TO B["4/1 122,0 1 I,') , '1,'- OF WALL = 22,75 49.00' WEIR-r- ~il', --- ~ \~ v. ....... ~ /' ~"., B-2 RETENTION AREA /1 SHWT = 19,1 - N 0'1 -...J - -.... -.... -- - .. 30.0 .--.- //// / ~ / / , / ,,..-----'/ " .... / --QJ~'" FIN, FL, , EL:=23,58 / . / @ FIN. FL. EL.=23,58 ''''--/ --~-,--_.-:/ . /"/~, . , , / ,FIN, FL, / EC ~24.83T /_/ " " / / .,........ , / -- - - -.... /(D / / , ' FIN, FL, EL,=2fLOO , ' , ' / \,\ ,-. , /" ',"K, --_L"- / -, 5.0p / " I "-125,3 1 'n 6,00 t SWALE n. 8' SIDEWALK CA TCH BASIN N, INV, = 26,32 S. INV. = 26.22 ~/ CENTERLINE I EXISTING GRAD 36" ~ --- - Cl:: <t. ~ 0 ~ ~ i:::: ~ ~~ ~ iJi @ FIN, FL, EL.=24,83 @O]'" FIN, FL, " EL,=26,OO - ~'~ 6,00 L ~ 25,5'i I 8' SIDEWAL AND RAIL FENCE I McMULLEN BOOTH RqAD R/W VARIES 1 TOB \ 't) 1> ", ---19 _ _20 ALL SLOPES TO BE 4/1 TOE OF SLOPE '21 \"1 <1\-\ % ' \\ \ ~I -/- , '0 " 'j' \'11 3,00 ,,[ 1 1 I - -I 1 - - ....... "- "- ....... TOB kl * a.:: SCALE 1" =20.0' " o ~-/\ <., " KNOCK OUT BLOCK W/ # 5 0 POURED SOLID BAFFLE RET,#1- TOM=22.75 RET.#2- TOM=22.25 I[ 0:: W 0:: 0:: <( CD ~ 1Il 20' O' , J J #5 VERTiCAL @ 48" 0, , POURED SOLID /I~\ c,- (' X ~SJ ~' ~ x: x: ~ ~ # 8 WALL REINFORCING EVERY 2ND. COURSE ~ ~ RETENTION AREA ~ F?ET.#1- BOTTOM=20.0'1.- RET.#2- BOTTOM= 19.0 ,I IV) I I ~~ f-..: f-..: ~ ~ SLOPE TO EXISTING GRADE \\;:: 4" MIN. -r_- - - 8" . . . 'It 21-6" 8 B-2 TYPICAL RETAINING WALL DETAIL 25 FE- 25 12,00 49.0 22 - 20 RET INING WALL TOP OF_ W ,=22.7 E ISTIN 20:; A'BE '<l 4 - - __ _n_ ___ ________n_ ____.._._ __ 1 ~ = 19, 15 15 u"_. _.___ 55 ,u uu _ [ o 5 10 15 20 25 30 50 -23 SECTION A-A SCALE 1" =5.0' 49.09 ~Ff. 25 -24 20 ~ 8.00 B, ,P,= 9.0 v SEAS NAL WL = 8,0 15 --25 40 o 35 3 20 15 10 5 SECTION B-B SCALE 1" =5.0' ", 26 MAINTENANCE AND OPERA 770N INSTRUCTlONS FOR ON-SITE STORM WA TER FACIL/TlES STORMWA TEfl CONSTRUC77ON INSTRUC770NS: f/) 40' 80' LEGEND EXISTiNG GRADE PROPOSED GRADE PROPOSED CONTOUR EXISTING CONTOUR POSTDEVELOP, BASIN DIRECTION OF FLOW SOIL BORING LOCATiON . ~ (t, U\ ~. f'i> ....~ \0 -&1 /. CUT AND REMOVE GRASS CLIPPINGS FROM THE RETENTION POND SIDE SLOPES ON A PERIODIC BASIS, IN NO CASE:. HOWEVER, ALLOW THE GRASS COVER TO BE MORE THAN SIX (6) INCHES IN HnGHT. i? ONCE A MONTH REMOVE ANY DEBRIS WHICH HAS ACCUMULATED IN THE RETENTION POND AND DRAINAGE INLETS, 3, ANNUALL Y INSPECT THE RETENTION POND FOR THE FOLLOWING AND REPAIR AS NEEDED. /, DETENTION AREAS AND SWALES Sf/ALL BE ROUGHED IN INITIALL Y TO GENERATE SITE FILL AND INTERCEPT CONSTRUCTIDN RUNOFF. i? CARE SHALL BE EXERCISED TO PREVENT DISTURBANCE TO THE NATURAL VEGETATION IN AREAS NOT PROPOSED FOR IMMEDIATE CONSTRUCTIDN. 3. AS SOON AS PRACTICAL. ALL DRESSED SLOPES AND DISTURBED AREAS SHALL BE SODDED DR SEEDED AND MULCHED TO PREVENT EROSIDN. 4, HA Y BALES AND/OR SIL T SCREENS SHALL BE INSTALLED ADJACENT TO THE WORK AREAS TO PREVENT SEDIMENT TRANSPORPPRIOR TO THE COMMENCEMEN OF ANY CONSTRUCTION. ' 5, ANY SILT DR OTHER MATERIAL THIlT COLLECTS IN THE POND BOTTOM DURING CONSTRUCTIDN SHALL BE RE.HOVEb PRIDR TO fINAL G.'ADING AND SODDING. ._,_'"o..'! :':.'i._ ',~ \ '-~,-"'-f A. DETERMINE THE BOTTOM aEVA TION OF RETENTION POND. IF RETENTIDN POND HAS ACCUMULATED MORE THAN FOUR (4) INCHES OF MATERIAL. THEN REMOVE EXCESS MA TERIAL. B. DETERIDRATIDN OF OUT FALL wnR. tPAVING, GRADING {~DRAINAGE PLAN 80' , /' ....... DATE REV. BY .... ~ ,. '" ""- 0, <!\J :::::r ~ ~ o co N Cl) "II:: W c... C':I It? co -.:f< C':I ....:l rz.. .~~ J c:: .... Zr=l>< w<w rnO:Z: ZC::UIt? --' -co ....Zc::o :z: l'- ~::!i~~~ . c:: 1"\ -.:f< :z: -co """" c...CO'-l'- ....:lC':l>-N ~ ~~~!::- .... ~ r '" < Cl - ~ ~ 0 ~ ~ 0 < ~ -<:r:: 0 ~ ~ ~ >- ~ ::z:: E-< - E-< Z > 0 ~ 0 0 ~ co u -<:r:: z if] - Z ~ < Eo-< ~~ U 0 ~~ W ~ :::>~ .... ~Z 0 0 c:: u_ c... U ~P-t .... ~ r ....... C",.) Z - - 0..... :::::> 0 c:::::> co ~ co -.:f< c:.,::l C':I E--< ~< Z ....:lS ~ <C::1t? ~ ~OCl) E--< Q....:ll'- r:r::J <rz..1t? ~ o I >- c:: ~-.:f< .. Z Q:l><C':I Eo-< - <It? Z . It?SI W o:::l ........:ll'- - C':ION ....:l . U :::.::::: 1t?:Z:l'- ..... ~ r DRA\..JN '" K.C. CHECKED R.M.H,JR. DATE 10-18-00 SCALE 1" = 20' JOB NO. 00-021.01 SHEET ST-4 OF 4 SHEETS .... ~