|
<br />FUTURE 4' CONC. SIDEWALK
<br />EM
<br />WEST CORNER OF~1 1/
<br />( IN FEET) / STOP SIGN CONC. EL. 93.67 II
<br />1 Inch = 30 Il II Rl-l J II
<br />
<br />_ -5.U' 1)t..I)IC.rf"L"n- ADDlTlONAL-'ROW '\ - - - - - - - - / 242..82' - - - - - - - / -- 24" ITE STOP BAR_ - \-297-,-15' - _, / /- /,I
<br />t\1~V S. 00'1"33~ E., 5,00'(R) ..... ...... - ~ i --
<br />S. 02.03'01 ~ W., 5.00'(M)
<br />-- -- - -- -U~~~:5'\:-L-5g1g:lnl -- -~ -, -60;- -- __ ----------NO~58.I= ~~~~~;TE~RY - :-- mfn;OYED "242':0/D-'o.. :;=-~~~':tOY;= = = _T:~~IG - = =~ = =: = · := == =-= ::ic~~N~,~:.'?~ -c:::::- -/ /'/
<br />
<br />________ _ ~ ~ / ? -~\ -.. 90~~ ~F 'l_ _' _" :v~~~~~~;-1r- ~'--Y/' ~:) \_.... f8-IJM-llEYOY \ ~.. .. -.. \_.. / _..~ .~ ~~~~S~~~~lg~R~G p~ RKING LOT ::
<br />2.0'X20' UTILITY EASEME~~ T ~ /-f- ~ .,~, . ;~'4' S\.O E' W: ALK. - .~..L25'~RR' . - , . -#bI:. - . . - , ~. 4~~;:';C:W-A-t~- 7~'~~ ~. T~~,_ ~ -~~Q~ _ _\. __ ~W~ .:-) / ~.~A~ ~__._\ . ~. SP1U~; __ --.-.- _ ,+_ \ ,---1.-- _ ~ BY OTHERS FUTURE SIDE WALK
<br />~I' . .J~f-- /r J . , ~/- I =.~ \ / . ~ '.. -;.-'.\. ':~~-TEC~m- -}- j.:= . ;~-_--::-::' --_:;-L- - J~~ - ~ ;--=::....-:.-;-.~ :-:-.;-. -~-:- -- -:--:-- '-::"" -.; ';-~Is.:~- _
<br />~~~~g~ED LIFT 'I! ~'@t.~ ..' ".:::~:~'~ ~,}2f1'ti" ~3~8,:.=3'O" ~~ ~ ~2~::9':":' ~O~":'~9"1..5~O' ~;. I~':-% 0' -~ :_?'~"'.,m'm" .."-; ~j"\""\" " , . ,. '1~~" "'" 9' 5"5'o'n~';.J~'-'~~'~ ~(~ ~
<br />TOP EL. 88.50 / I~: I'JI 00.1'-'''' 88 30 ~ _ 1"- ll_... .' . ~j V- - I ,~\. . . "
<br />INV. EL. 84.50 / . 20' J ~ 9' 20' SPA Ep ~ lE -S'x20' SPiCES I" EWE MA HOl ~ -- - - 1 VJ ~ ' \
<br />BOT. EL. 76.00 ,I t- -=-I~ _, 1/7 10 '-..:J ,I OPI1.~L80..' "-92.0 ~I' 94.50 -II ~ ',.::)\ \ n
<br />DUMPS I-R ~ ~y 250'~f3 PVC CO.4)"- -tf--/ 1.0 .-- '1 I
<br />;1 -1~9.4",~, I~L _." '-.. ~~~ _ I I
<br />
<br />10' TILlTY EASE EN~~, : ... , I I '8-,',20 ,SP'CES ''Ie I' " " 92.00 -A }-9250 I : ~ 0 P<l \ \ Vl__1 I ro
<br />~ I Ig~~, I .' 6-.r 6 == 8 ~",,~=-~~w:X=20~ =~~A~=~I~(E=S = = Q ! 90503 .... ~ 91,8C I j ~~. ~ ~ I )4.32' ~ ~ ~ ~'.-. 1/ ~'""" I I ~
<br />t.... I .lg.g. II /=8E.=75 = ==:.' 8t.2 JI I I ~ <( OIA '-....I_.IV 1 / .J"""'"-J .-
<br />~ I~~ \,1 ~'CONCrSIDOO~1\ 1 ~~, tl~~~"I~l~ ~ I I l [" ~1~1~ 1r I I - j:1J i); U: ,{~ ",':', I ~Ct:lll ~
<br />tv I ~--rl' I" ,,~TOR~MH ~;I 1'" ,,' / / - ~ " ~ / I I" " // / I l" T201" 15' /15'~O' ~ \ -~ -~ I I ~ t.xIS1?-P MT '\....) 00
<br />~ I \ I I" ,,110P/8B.50 / 1 "" I / / "" I / / \ " " I / / ,-r-l.y (j)A. G - --- I I N ~ \.. \ I 5 I I
<br />"l ~ i I I:: I:. i "/BR!~~jY 0 i i ,,~~~~Sit/ 0 "f~g1~~SE;/ 0 i i '~~~T1J:/ 0 ~I 111 DRAINAGE EtSEM~ ,( 'Itg ~h.~ ~ 11' }10' '15'F(ji i ~~~ i';.: ~ ~I I
<br />o ~ I e~ : I' I ~O~y If) I J 03N~~~ If) ONEST y If) I I Otj~TOOY If) II I ~~ ~ \ \~ R ~ L -~ ~~ 3-:V b Y/ 1.1 ~I I
<br />~ u I 8 8 \ \ I I /F.F, EL. 89.'1;>0 I " " ~ ' f:1;f EL. 89.50- F,.F. EL. 90. I I F'y: EL. 91.~ I I I ~ ~ ~~-O) . U" S! U) '-i- fi ~ ~ ~ -? ,'. ....1
<br />VIol e--. ~ :i:i \ \ \1 I / "I I ~r2':-,,8 RCP "" / "I I // "" I \ II J-~' ;.. ~'lf) -.J -' ~ it!:); t! 91;i~"" '\1 ~;S ~ ~' I I I
<br />~~ \ \ I I / / "" I,. I r--:v /" ! I I ....... ' 0\ W _ J UJ - .. '\ <( l' L ,,\ ~ ~ ~\ ~ .
<br />C I I \ \ 1 60'" ,: I 6: / 60' " h~' / 60' " ! t / 60' "I ,~ '-" - .. r!l 0 v; I U) , I 'f61 I I
<br />t'\ . ~ I '..... -+ ~ I Z Z < I.' U 0'0 ;j A I ---: ' I ~~ ~
<br />-.. '- ~ ~ ~.r--.... -r - - :!J I 1..1.-
<br />3eBfT ~ 0 I
<br />" ,I W""~ If, I. t ~
<br />t""\ l Ill-rlr----------- -------------~---------I-=--r-----------~T"bt.D 3"- I X ~ I..-.;t., ~~/....4-91.5Bt-. + \ ~II
<br />~ ~ II ~.II ~~: ~\I :: I ~ 1:--=-=-= MES 7 ========= E'XIS~ING ==-== :S--=:-~-=:--=:--=:--=:--=:--=:--=:---~l~:: I ~~ I I I w I' I o-V ;~11-}"~:.J +- I I I
<br />tJ ' ~ ~~I 'iI:'I:: III ~ EL. 83.50 DPA ill oiS ~ II~ :$ll-Y- I IA- ~ '---.. ,V
<br />~ ~ ~ I 8l \ .: ::: :L~= ~~ -8J,f>-_=:_=~=======----__"_ ..~ O<VtRT'''~,J!::i I I ~- f~~ "'- p
<br />;tl.... I /'! ~:I ~===i}7- $-= === ~======= ===:~=- == -:=J - ~ ________--=:-1 '* IC:!l~75 no ,Vl, ,t~~~~ ~ " J --- ~ __ t~ :: R35' l I I
<br />~ ~ I " .1 ~ - ~,.....~=&-~-=--==-- f---__ . =-=~-= -=--- --~f- -I- t;.}!I~~-=\.-~0.50--s\ ii'''-~~.:5@::= ........ -O::=.-t- - s...o nrr./. E HlllV I---... ,I
<br />
<br />--.-8' : "'?'-EX'~;-..i:l~~:::-=~'~"'-:~~;;~-~j~~~.~.~.:~~~I~~;~}"'--=-:-". - ~~~~~40~~Nc~3a~0~ING~ ~ ~\~~/ '~-I~L~T #~ ' ~5~~\'0' 's.o IN~ET-#~ {-9t.;~ 1~5.:~Z'''1 I -----~STOP SIGN
<br />\ y~--- '-- ---- ---- - -- - -- ~- "'~-- -- --- -- '--- - - J \- I...L L...r -- . - ~ CX-iS-T~ 3fWER MANEHOLE & NO LEFT TURN SIGN
<br />SIL T FENCE DURING - I 10' UTILTtYEAS~MENT-- --- -- --- - - -- - OPOSED LAND TABULATION
<br />I --- ---- EXISTING7Sr- - - -6~- 1~ RCJ2 _ - 2 SEWER 'SERVI ~E TO EL, 93.84
<br />CONSTRUCTION 770'-4" PVC FORCE MAIN -- - - - --- --2'-RETAIN1NG WALL @ 0 5% TO BLOG IN \, 86,83 AREA S.F, ACRES PERCENT
<br />I I ~p~.fL.F::tgroN-;O;- - - -0 160' 18" RCP ,
<br />OM ~ @ 0 5% PROPOSED BLDG, 24000 0.55 21.26% PERCENT IMPERV. = 71.75%
<br />E'''ST CORNER OF / I J 6 ~ ' ~ PAVEMENT 48.200 1,11 42.70 1 21 AC
<br />If v- 'I.. PROPOSED SDWK 3143 0.07 2.78../' ,
<br />EL. ~~~~ SOUT}] 100.00' OF TRACT 1 ZlICCL NOT INCLUDE'D RETENTION TOP 19,160 0.44 16,97 -- PERCENT GREEN= 33.26%
<br />GREEN 18390 0.42 16.29 0.86 AC,
<br />TOTAL 112893 2.59 100 %
<br />
<br />~
<br />
<br />30
<br />I
<br />
<br />120
<br />
<br />-1
<br />
<br />~
<br />~I~
<br />J)
<br />
<br />TURNOUT SHALL BE CONSTRUCTEO':1~
<br />IN ~CCOROANCE WITH FOOT INDEX ~~ ~
<br />
<br />PHASE
<br />I
<br />(
<br />
<br />-V' .". V' -...,.. """-V' -...,. ~ V' V' 'V"....,..- v
<br />
<br />~ ~ PHASE 1
<br />2 ~ -/ ~
<br />NOT CONSTRUCTED CONSTRUCTED
<br />
<br />GENERAL NOTES
<br />1. ALL WORK SHALL CONFORM TO FLORIDA DEPARTMENT OF TRANSPORTATION
<br />SPECIFICATIONS AND CITY OF ZEPHYR HILLS STANDARDS. SPECIFICATIONS AND
<br />ZONING REGULATIONS.
<br />
<br />OFFSITE BASIN BOUNDARY
<br />t 2,900S,F. / O.30AC.
<br />
<br />2.
<br />
<br />EXISTING SANITARY SEWER, ELECTRIC, CABLE T.V. TELEPHONE, GAS, STORM WATER
<br />AND WATER SERVICE UTILlTlES TO BE LOCATED, BY CONTRACTOR, PRIOR TO ANY
<br />EXCAVATION.
<br />
<br />GRAPHIC SCALE
<br />
<br />IS
<br />I
<br />
<br />&0
<br />j
<br />
<br />24" WHITE S
<br />14' FROM EOP
<br />
<br />!lA~ .A .A. A. .A .A A. ~ ~ .A.. .A "^
<br />- ----
<br />
<br />~.A. ~ .A..~
<br />~ ---
<br />
<br />3.
<br />
<br />CONTRACTOR RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTIUTY SERVICES, ANY
<br />DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AND OR REPLACED AT Tl-fE
<br />CONTRACTORS EXPENSE AND TO THE OWNERS SATISFACTION.
<br />
<br />4.
<br />
<br />ENGINEER SHALL BE NOTIFIED AS TO WHERE EXISTlNG UTILlTlES SERVICES
<br />INTERFERE WITl-f PROPOSED UTILITY SERVICE AND DRAINAGE F ACILlTlES, EXISTlNG
<br />UTIUTIES SHALL BE ADJUSTED TO CLEAR THE PROPOSED WORK.
<br />
<br />5.
<br />
<br />CONTRACTOR REQUIRED 10 UTIUZE AND MAINTAIN, DURING CONSTRUCTION,
<br />EXISTING DRAINAGE STRUCTURES AND UTILITY SERVICES.
<br />
<br />6.
<br />
<br />ALL. AREAS ALONG Tl-fE EXISTING ADJACENT ROADWAYS SHALL BE OPEN TO TRAFFIC
<br />DURING CONSTRUCTlON.
<br />
<br />7.
<br />
<br />ALL EXISTING DRIVEWAY CONNECTIONS TO BE NEAT LINE CUT AND REPLACED TO
<br />MATCH NEW PAVEMENT LINE.
<br />
<br />AREA DESlGNA TED BY OWNER SHALL BE UTILIZED FOR EQUIPMENT
<br />STORAGE,MA TERIALS AND SUPPLIES SHALL BE STORED IN AREAS APPROVED BY Tl-fE
<br />OWNER.
<br />
<br />CONTRACTOR TO SUBMIT SCHEDULE OF WORK WITHIN 10 DAYS OF NOTICE OF AWARD.
<br />DETAILED WORK SCHEDULE SHALL BE REQUIRED PRIOR TO START OF
<br />CONSTRUCTION. SHOP DRAWING REVIEW USTlNG AND SCHEDULE SHALL BE SUBMITTED
<br />TO THE OWNER AND ENGINEER W1THIN 14 DAYS OF NOTICE OF AWARD.
<br />
<br />ONE WAY
<br />DO NOT NTER
<br />SIGNS
<br />
<br />10. ALL AREAS SHALL BE PROTECTED FROM EROSION CAUSED BY STORM WATER RUNOFF BY
<br />VEGETATION, STAKED HAY BALES, TEMPORARY GRADING, ETC.
<br />
<br />STORM WATER lAANAGEMENT SYSTEM
<br />OPERA 11NG ANO MAINTENANCE PROCEDURES
<br />THE STORM WATER FACIUTY MUST BE MAINTAINED PROPERLY IF IT IS TO PERFORM THE
<br />SERVICE FOR W1ICH IT WAS DESIGNED. THIS IS INTENDED TO BE A GUIDE TO THE
<br />PROPER WAYS TO MAINTAIN Tl-fIS FACILITY. THIS IS ONLY A GUIDE AND SHOULD BE
<br />MODIFIED AS FIELD CONDlTlONS REQUIRE.
<br />
<br />>
<br />
<br />1. MONTHLY, VISUALLY INSPECT STORM WATER FLOW PATl-fS TO INSURE THAT NO
<br />CLOGGING OR EROSION HAS OCCURRED.
<br />
<br />\
<br />t
<br />t
<br />\
<br />
<br />2. ONCE EVERY Tl-fREE MONTHS, VISUALLY INSPECT ALL STORM SEWER SYSTEM
<br />COMPONENTS TO INSURE THAT EXCESSIVE SILTING HAS NOT OCCURRED. IF
<br />EXCESSIVE SlL TA TlON HAS OCCURRED. HAVE ALL AREAS PROPERLY CLEANED.
<br />
<br />3. WEEKLY DURING SUMMER MONTHS AND BI-WEEKL Y DURING Tl-fE REMAINDER OF THE
<br />YEAR, MOW ANY GRASS Wln~IN THE COLLECTION AREAS. GRASS CLIPPINGS SHALL
<br />BE COLLECTED AND REMOVED FROM Tl-fE SITE FOR PROPER DISPOSAL
<br />
<br />RELOCATE
<br />NEW SIGN
<br />
<br />EROSION PREvrnnON AND SEDIMENTA 11 ON CONTROl
<br />1. ALL WORK SHALL CONFORM TO Tl-fE FLORIDA DEPARTMENT OF TRANSPORTA nON AND
<br />EXISTING/ CITY OF ZEPHYRHILLS STANDARDS, SPECIFICATIONS AND REGULATIONS.
<br />2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN OPERATION OF EXISTING DRAINAGE
<br />STRUCTURES AND UTlLlTY SERVICES DURING CONSTRUCTION.
<br />
<br />I
<br />
<br />I
<br />
<br />3. ALL DISTURBED AREAS SHALL BE MAINTAINED TO PREVENT ERROSION.
<br />
<br />NO RIGHT TURN 4. THE SITE s.lALL BE INlTlALLY GRADED SUCH THAT NO OFF SITE AREA WILL BE
<br />SI GN ADVERSEL'Y AFFECTED BY THE STORM WATER RUNOFF. RUNOFF TO Tl-fE ADJACENT
<br />RIGHTS OF WAY SHALL BE MINIMIZED. THE EXISTlNG DRAINAGE FACILlTlES
<br />WITl-fIN THE RIGHT OF WAY SHALL BE PROTECTED AT ALL TIMES BY THE USE OF
<br />STAKED HAY BALES ALONG THE PROPERTY LINE. ANY DISTURBED AREA WITHIN Tl-fE
<br />RIGHT OF WAY SHALL BE SODDED.
<br />
<br />,....
<br />
<br />5. ALL AREAS SHALL BE PROTECTED FROM EROSION CAUSED BY STORM WATER RUNOFF BY
<br />VEGETATION, STAKED HAY BALES, TEMPORARY GRADING, ETC.
<br />
<br />- STOP SIGN
<br />& RIGHT TURN ONLY
<br />SIGN
<br />
<br />92
<br />
<br />f'" C.L rENCE
<br />
<br />92
<br />
<br />91
<br />
<br />91
<br />
<br />INLET #1
<br />TYPE C/TRAFFIC RATED
<br />TOP EL. 90.50
<br />INV. EL. 84.60
<br />
<br />INLET #2
<br />TYPE C/TRAFFIC RATED
<br />TOP EL. 89.50
<br />INV. EL. 83.80
<br />
<br />INLET #3
<br />TYPE C/TRAFFIC RATED
<br />TOP EL. 87,50
<br />INV. EL. 84,07
<br />
<br />.. 13'*
<br />
<br />-~ f97
<br />
<br />
<br />I ~96
<br />
<br />90
<br />2' HIGHRETAINING WAlL-
<br />(STRUCTURAL BY OTHERS
<br />89
<br />EXIST. GRADE,
<br />
<br />88 ----- -- ----
<br />
<br />ADJUST roOTING AS NEEQ.ED I I
<br />lSTRUCTURAL ~ OTHERS) lr'
<br />
<br />90
<br />
<br />97
<br />EXIST. BLDG. \
<br />TO BE REMOVED \
<br />96 ,
<br />
<br />FUTURE
<br />FRONT AGE RD.
<br />BY OTHERS
<br />
<br />89
<br />
<br />----...----
<br />-- -------------------
<br />
<br />88
<br />
<br />87
<br />
<br />94
<br />
<br />94
<br />
<br />I
<br />
<br />94
<br />
<br />
<br />-------------
<br />
<br />,.-
<br />~-95
<br />"
<br />"
<br />"
<br />"
<br />~- -------- /
<br />- - ----.oJ'''''
<br />
<br />..r- EXIST. GRADE
<br />
<br />------~-------------------
<br />
<br />95.3
<br />
<br />PROP. f~~CE MAIN
<br />
<br />re
<br />
<br />93
<br />
<br />93
<br />
<br />PROPO~E PVMT. ~
<br />
<br />94
<br />
<br />85
<br />
<br />
<br />86
<br />
<br />85
<br />
<br />92
<br />
<br />
<br />92
<br />
<br />93
<br />
<br />o ~~o~ECTION
<br />
<br />93
<br />
<br />84
<br />
<br />84
<br />
<br />91
<br />EXIST. GRADE
<br />
<br />91
<br />
<br />o ~ ~D~ECTION
<br />
<br />fUTURE SIDEWALK
<br />
<br />90
<br />
<br />90
<br />
<br />o ~~o~ECTION
<br />
<br />93
<br />
<br />93
<br />
<br />89
<br />
<br />If
<br />
<br />
<br />89
<br />
<br />
<br />ADDED TURN LANE PER COUNTY
<br />PHASE 2
<br />
<br />92
<br />
<br />92
<br />
<br />88
<br />
<br />88
<br />
<br />REV.
<br />FOR APPROVAL:
<br />R & R APPROVAL
<br />
<br />DESCRIPTION
<br />TO SHOP:
<br />
<br />DFF
<br />LAZ
<br />BY
<br />TO FIELD:
<br />AS BUILT:
<br />
<br />9/20/2006
<br />4/3/2006
<br />DATE
<br />
<br />94
<br />
<br />re
<br />
<br />94
<br />
<br />90
<br />
<br />90
<br />
<br />BLDG. Fr.
<br />
<br />90
<br />
<br />90
<br />
<br />91
<br />
<br />91
<br />
<br />87
<br />
<br />EXIST: GRADE "\
<br />
<br />87
<br />
<br />85
<br />
<br />86
<br />
<br />
<br />PROP. fORCE MAIN
<br />
<br />
<br />&.- PROP. 10" Rei'
<br />
<br />86
<br />
<br />82
<br />
<br />~PROP. rORCE !MAIN
<br />
<br />82
<br />
<br />JOB NAME:
<br />
<br />ENGINEERING,
<br />CONsrrRUC1'ION
<br />CONSUL1'ANTS, INC.
<br />
<br />ICENSED PROFESSIONAL ENGINEE1RS:
<br />ROBERT F. GREEN P.E. # 13955
<br />DRAWN BY: LAZ
<br />ZEPHYRHILLS PROFESSIONAL CENTER ..
<br />A.K.A. EAST PASCO PROFESSIONAL PARK SCALE: 1 = 30'
<br />LOCATION: SOUTH SIDE OF DAUGHTERY ROAD DATE: 4/3/06
<br />WEST OF US 301 (GALL BLVD.) JOB NUMBER
<br />DESCRIPTION: DRAINAGE PLAN 06-06
<br />
<br />
<br />6844 DAIRY ROAD
<br />Z ephyrhills, Florida
<br />33542
<br />(813) 715-1961
<br />Fax (813) 715-4812
<br />
<br />89
<br />
<br />89
<br />
<br />
<br />90
<br />
<br />90
<br />
<br />86
<br />
<br />85
<br />
<br />~ PROPOSED GRADE
<br />
<br />
<br />BLDG. Fr.
<br />
<br />88
<br />
<br />
<br />88
<br />
<br />89
<br />
<br />85
<br />
<br />85
<br />
<br />re
<br />
<br />88.0
<br />
<br />EXIST, GRADE"\
<br />
<br />83,50
<br />
<br />87
<br />
<br />87
<br />
<br />88
<br />
<br />88
<br />
<br />64
<br />
<br />84
<br />
<br />86
<br />CONSTRUCT SPREADER
<br />SWALE 0 WEIR OUTfALL
<br />85
<br />
<br />86
<br />
<br />87
<br />
<br />87
<br />
<br />83
<br />
<br />83
<br />
<br />E.B. # 8342
<br />
<br />CHECKED BY: RFG
<br />
<br />PROPOSED 18- RCP
<br />
<br />84
<br />
<br />84
<br />
<br />85
<br />
<br />85
<br />
<br />61
<br />
<br />81
<br />
<br />o
<br />'-- PROP. FORCE MAIN
<br />
<br />8,3
<br />
<br />84
<br />
<br />84
<br />
<br />80
<br />
<br />80
<br />
<br />8,3
<br />
<br />CD ~~o~ECTION
<br />
<br />o X-SECTION
<br />
<br />
<br />1- = 10'
<br />
<br />8 ~~~ECTION
<br />
<br />SHEET
<br />4 OF 7 In
<br />
|