FLS01-12-91
FLS 01-12-91
DREW / 19 PLAZA
21311 US HWY 19
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MODIFICA TIONS TO
1 .
2,
COVER SHEET
EXISTING CONDITIONS
3,
PROPOSED MODIFICATIONS
S, R, 590
4. DEMOLITION PLAN
(1)
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.
!
5. PAVING, GRADING AND DRAINAGE PLAN
6, UTILITIES PLAN
NOT TO SCALE
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PROJECT vi
SITE ::i
7a, b,c &d LANDSCAPE PLANS
8. LANDSCAPE DETAILS
9.
NOTES AND SPECIFICATIONS
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10.
DETAILS
.,
11 ,
DETAILS
S,R, 60 GULF TO BAY BOULEVARD
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SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA
CITY OF CLEARW A TER, FLORIDA
DESCRIPTION
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A TRACT IN THE NORTHWEST 1/4 Of THE NORTHWEST 1/4 Of SECTION 17,
TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELUlS COUNT'(, FLORIDA,
DESCRIBED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF SAID NORTHWEST 1/4 OF THE NORTHWEST
1/4 OF SECTION 17, RUN S.00'35'18"W. ALONG THE WEST BOUNDARY OF
SAID NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17, A DISTANCE
OF 730.0 FEET; THENCE N.89'34'34"E" PARALLEL TO AND 730.0 FEET
SOUTH OF THE NORTH BOUNDARY OF THE NORTHWEST 1/4 OF SECTION 17, A
DISTANCE Of 102,0 FEET TO A POINT OF BEGINNING, WHICH POINT IS ON
THE EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY ROUTE NO. 19; FROM
SAID POINT OF BEGINNING, CONTINUE N.89'34'34"E., A DISTANCE OF
823.0 FEET; RUN THENCE N,00'35'18"E" A DISTANCE OF 131.0 FEET;
RUN THENCE N.89'34'34"L PARALLEL TO THE NORTH BOUNDARY OF
SAID NORTHWEST 1/4 OF SECTION 17, A DISTANCE OF 397.29 FEET TO A
POINT WHICH IS 30.0 FEET WEST OF THE EAST BOUNDARY OF SAID
NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17; RUN THENCE
N.00'06'21 "W, PARALLEL TO THE EAST BOUNDARY OF SAID NORTHWEST
1/4 OF THE NORTHWEST 1/4 OF SECTION 17, A DISTANCE OF 548.92
FEET TO A POINT, WHICH IS 50,0 FEET SOUTH OF THE NORTH BOUNDARY OF
SAID NORTHWEST 1/4 OF SECTION 17; RUN THENCE S.89'34'34"W.
PARALLEL TO THE NORTH BOUNDARY OF SAID NORTHWEST 1/4 OF
SECTION 17, A DISTANCE OF 868,96 FEET; RUN THENCE SOUTHWESTERLY
ALONG A CURVE TO THE LEFT (RADIUS - 25.0 FEET) AN ARC DISTANCE OF
23,18 FEET (CHORD 22.36 FEET, CHORD BEARING S.26'08'24"W.) TO A
POINT OF REVERSE CURVE; RUN THENCE SOUTHWESTERLY ALONG A CURVE TO
THE RIGHT (RADIUS 55.0 FEET) AN ARC DISTANCE OF 86.39 FEET
(CHORD 77.78 FEET, CHORD BEARING S44'34'34"W,) TO A POINT OF
TANGENCY; RUN THENCE S.89'34'34"W., A DISTANCE OF 153,34 FEET
TO A POINT OF A CURVE; RUN THENCE SOUTHWESTERLY ALONG A CURVE TO
THE LEFT (RADIUS 135.0 FEET) AN ARC DISTANCE OF 172.80 FEET
(CHORD 161,24 FEET, CHORD BEARING S52'54'27"W.) TO A POINT ON
THE EAST RIGHT -OF-WAY LINE OF U.S. HIGHWAY ROUTE NO. 19; RUN
THENCE SDO'35'18"W. ALONG SAID EAST RIGHT-OF-WAY LINE OF U,S.
HIGHWAY ROUTE NO. 19, A DISTANCE Of 508,68 FEET TO THE POINT OF
BEGINNING.
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OWNER:
COMMERCIAL ( C )
GENERAL COMMERCIAL ( GC )
EXISTING ZONING
BROWN / 19 LLC
EXISTING LAND USE
REQUEST FOR FLEX LEVEL ONE FLEX STANDARDS
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16.60 ACRES = 723,096 SF
(INCLUDING SURPLUS PARCEL)
TOTAL AREA
LE!~ ARNOLD
121 NORTH OCEOLA AVE,
CLEARWATER, FLORIDA 33755-4039
PHONE: (727) 442- 7184
FAX: (727) 449- 2428
196,067 SF
INCL, 28,948 SF U~JOCCUPIED
EXISTING BUILDING AREA
203,966 SF
INCL, 21,716 SF UNOCCIJP!~-O
PROPOSED BUILDING AREA
TOGETHER WITH SURPLUS PARCEL 105:
THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 Of SECTION 17, TOWNSHIP 29
SOUTH, RANGE 16 EAST, PINELUlS COUNT'(, FLORIDA, MORE PARTICUUlRLY
DESCRIBED AS FOLLOWS:
- 11.34%
82,000 SF
PROPOSED PER~OUS AREA
COMMENCE AT A RAILROAD SPIKE MARKING THE NORTHEAST CORNER Of
THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST, PINELUlS COUNT'(, FLORIDA, RUN THENCE N.89'56'49"W., A
DISTANCE OF 2489,93 FEET ALONG THE NORTH BOUNDARY OF THE NORTHWEST
1 / 4 OF SAID SECTION 17: THENCE S.00'03' 11 "W.. A, DISTANCE OF 85.00
fEET TO THE POINT OF BEGINNING; THENCE S,3/ 12' 40"W., A DISTANCE
OF 78.76 FEET TO THE SOUTH RIGHT-Of-WAY LINE OF DREW STREET; SAID SOUTH
RIGHT-OF-WAY LINE BEING A CURVE; THENCE NORTHEASTERLY, 79,56 FEET ALONG
SAID RIGHT...OF-WAY LINE AND THE ARC Of A CURVE TO THE RIGHT, HAVING A
RADIUS OF 135.00 fEET AND A CENTRAL ANGLE Of 33'45'53" (CHORD
BEARING N.73'10'14"E., 78.41 fEET); THENCE S.89"56'49"[', ALONG SAID
RIGHT-OF-WAY LINE, A DISTANCE Of 153.34 fEET TO THE BEGINNING
OF A CURVE; THENCE NORTHEASTERLY, 71.20 FEET ALONG SAID RIGHT-OF-WAY
LINE AND THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 55.00
FEET AND A CENTRAL ANGLE OF 74'10'36" (CHORD BEARING N.52'57'58"E.,
66.34 fEET); THENCE N.89'56'49"W., A DISTANCE OF 233.71 FEET TO THE
POINT OF BEGINNING.
CONTAINING 9,752 SQUARE FEET, MORE OR LESS.
LESS PART "A":
COMMENCE AT A RAILROAD SPIKE MARKING THE NORTHEAST CORNER Of
THE NORTHWEST 1 /4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST, PINELLAS COUNT'(, fLORIDA, RUN THENCE N.89'56'49"W" A
DISTANCE OF 2,689.93 FEET ALONG THE NORTH BOUNDARY Of THE NORTHWEST
1/4 Of SAID SECTION 17 TO THE NORTHWEST CORNER THEREOF;
THENCE S.01'03'38"W" A DISTANCE OF 728.22 fEET ALONG THE WEST
BOUNDARY OF THE NORTHWEST 1/4 OF SAID SECTION 17; THENCE
S.88'56'22"E., A DISTANCE OF 102.00 FEET TO THE EAST RIGHT -OF -WAY
LINE Of U.S. #19 PER D.O.T. SECTION 15150-2512 AND THE POINT OF BEGINNING;
THENCE ALONG SAID RIGHT -OF -WAY LINE, THE fOLLOWING TWO (2) COURSES:
1) N.01'03'38"E., A DISTANCE Of 508.68 fEET TO A NON-TANGENT CURVE;
2) NORTHEASTERLY, 93.24 FEET ALONG THE ARC Of A CURVE TO THE RIGHT,
HAVING A RADIUS Of 135.00 FEET AND A CENTRAL ANGLE OF 39'34'2'"
(CHORD BEARING N.36'30'07"E., 91.40 FEET); THENCE S.01'03"38"W.,
A DISTANCE OF 260.77 FEET; THENCE S,03'55'22"W" A DISTANCE
Of 100.12 FEET; THENCE S.05'03'51"W" A DISTANCE Of 100.25 FEET;
THENCE S.02'35'24"W" A DISTANCE OF 121.76 FEET; THENCE
N.89'56'49"W" A DISTANCE OF 37.76 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.612 ACRES, MORE OR LESS.
LESS PART "B":
COMMENCE AT A RAILROAD SPIKE MARKING THE NORTHEAST CORNER
OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST, PINELUlS COUNT'(, FLORIDA, RUN THENCE N.89'56'49"W"
A DISTANCE OF 1 ,714,77 FEET ALONG THE NORTH BOUNDARY Of THE NORTHWEST
1 /4 OF SAID SECTION 17; THENCE S.00'03' 11 "W., A DISTANCE OF
50.00 fEET TO THE SOUTH RIGHT -OF-WAY LINE OF DREW STREET AND
THE POINT Of BEGINNING; THENCE S.88'08'37"W., A DISTANCE
Of 375.37 FEET; THENCE S.86'54'24.W" A DISTANCE Of 1 00.15 FEET;
THENCE S,88'16'04"W" A DISTANCE Of 64.24 FEET TO A CURVE; THENCE
NORTHEASTERLY, 23.19 fEET ALONG THE ARC Of A CURVE TO THE RIGHT,
HAVING A RADIUS Of 25,00 FEET AND A CENTRAL ANGLE OF
53'08' 19"(CHORD BEARING N.26'37'20"E., 22.36 FEET) TO A
POINT ON SAID SOUTH RIGHT-Of-WAY LINE OF DREW STREET; THENCE
ALONG SAID RIGHT -Of-WAY LINE, S.89'56' 49"E" A DISTANCE OF 529.37
FEET TO THE POINT OF BEGINNING.
CONTAINING 5,032 SQUARE fEET, MORE OR LESS,
LESS PART "Co:
COMMENCE AT A RAILROAD SPIKE MARKING THE NORTHEAST CORNER OF
THE NORTHWEST 1/4 Of SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16
EAST, PINELUlS COUNT'(, FLORIDA, RUN THENCE N.89'56'49"W" A
DISTANCE OF 1,714.77 fEET ALONG THE NORTH BOUNDARY Of THE NORTHWEST
1/4 Of SAID SECTION 17; THENCE S.00'03' 11"W., A DISTANCE Of 50.00
FEET TO THE SOUTH RIGHT -OF -WAY LINE Of DREW STREET; THENCE S.88'08'37"W.,
A DISTANCE OF 274.26 fEET TO THE POINT OF BEGINNING; THENCE S.45'22'55"W"
A DISTANCE OF 22,57 fEET; THENCE N,89'56'49"W., A DISTANCE OF 249.43
FEET TO THE EXISTING SOUTH RIGHT -OF-WAY LINE Of SAID DREW STREET; THENCE
NORTHEASTERLY, 5,01 fEET ALONG SAID RIGHT-Of-WAY LINE AND THE ARC OF
A CURVE TO THE LEFT, HAVING A RADIUS OF 55,00 FEET AND A CENTRAL ANGLE OF
05'12'57" (CHORD BEARING N.02'39'33"E , 5,01 fEET); THENCE N.88'16'04"E"
A DISTANCE OF 64.24 fEET; THENCE N.86'54'24"E., A DISTANCE OF
100.15 FEET; THENCE N.88'08'37"E., A DISTANCE OF 101.11 FEET TO THE POINT
OF BEGINNING.
CONTAINING 2,667 SQUARE fEET, MORE OR LESS,
ALL OF WHICH HAVING A COMBINED 16.383 ACRES, MORE OR LESS,(NOT INCLUDING
SURPLUS PARCEL)
AlL OF WHICH HAVING A COMBINED 16.607 ACRES, MORE OR LESS,
- 88.66%
641,096 SF
PEOPOSED IMPERVIOUS AREA
Prep(]red By:
.~-
221,444 SF
PROPOSED PARKING AND DRIVE AREA
10.39%
23,013 SF
797 SPACES - 4,37 SP / 1000 SF
OF OCCUPIED SPACE
PROPOSED INTERIOR LANDSCAPE AREA
PROPOSED PARKING
ENGINEERING, 1Nt:.
Our company name stands for Itself...
Civil Engineers - Planners
Traffic Engineers - Environmental Engineers
Landscape Architects
SITE PL.AN APPROV 0
C.A~1i, II pL5 Of - I~ Cf/
V,. f.~>>t4II__~__,_~
CAse TYPE ,_~__:-~_
o RC DATE _J..:J.2.:.::!;;....,,"
CDa DATE --=_~~_""
SIGNATURE ;--"J;:,~~
DATE. fH' ,<'--
Cu rl ew Office Cen ter
2300 Curlew Road; Suite 100
Palm Harbor, Florida 34683
Phone: (727) 789-9500
Fax: (727) 784-6662
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GAS:
CLEARWATER GAS COMPANY
P,O, BOX 4748
CLEARWA TER, FL 33758-4748
PHONE: (727) 562-4750
KELLY O'BRIEN
POWER:
FLORIDA POWER CORP,
p, 0, BOX 1699
CLEARWA TER, FL 33757-1699
PHONE: (727) 562-5660
FAX: (727) 562-5753
JERRY CONRAD, CW14
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TELEPHONE:
VERIZON
1280 E. CLEVELAND ST,
CLEARWA TER, FL 33755
PHONE: (727) 562-1132
MICHAEL CLARK
SEWER & WATER
CITY OF CLEARWATER
PUBLIC WORKS DEPT,
100 S. MYRTLE AVE. #220
CLEARWA TER, FLA" 33756-5520
PHONE: (727) 562-4747
MICHAEL QUILLEN
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CABLE:
TIME WAR~JER
2530 DR[W STREET
CLEARWf-\TER, FL 33765
PHONE: (727) 576- 4123 EXT, 373
SCOTT CREASY
THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL
SERVICE, IS THE PROPERTY OF AVID ENGINEERING, INC., (AEI) AND IS NOT TO 13E USED FOR
ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AEI,
, '
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SUNSHINE: CALL PRIOR TO
CONSTRUCTION: 1-800-432-4770
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DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS, DIMENSION
INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGINEERING,
INC" @ (727) 789-9500.
LEGAL FROM SURVEY PREPARED BY POLARIS AND ASSOC, DATED 8-03-00
FLS 01-12-91
DREW /19 PLAZA
21311 US H\VY 19
DREW / 19 PLAZA
AEI JOB # 463-001
~-
JNW COR,. NW 1/4, I
NW 1/4, SECTION
17-29-16
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PIN::LLAS
COUNTY DISK
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THROAT EliV - .l8.58
INV N - 32.97
INV S -,32.95
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R1W ELEV - oH,75
T!!\<<1~T EliV - 44.01 ~
INV N - 39.32
INV S - 39.32
INV E - 39.78 '
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SECTION
17-29-16
FOUND
PINELLAS
COUNT\' DISK
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CURVE
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5
6
7
8
9
10
11
DELTA
53'08' 31"
3'08'19'(D)
84'23'09"
33'45'53"
39'34'24"
43'06'27"
46'41'14"
15'26'53'
9'05'08"
R1W ELEV - 25.74
N 89.34'59"E (F) 1345.00 ~~N~~EM.r4-24'98I\ "'"<I<V-27,02
S8T47'27"W 64.24(C) INV E - 20.88 I~H:~^ _ w:;3 - 26.18 I r FN&D I
S8816'04"W 64,24(0) D R E W S T R E E T NORTH BOUNDARY OF THE NORTHWEST 1/4 OF SECTION 17-29-16 INVS-Z2.09 INVW-Z2.91 I -';5;"'043 I
7 c;: asphalt pavement / _ _ PART- ",," - Q~ ( - - K:.. - - 89'56'-49"W (D) ~ N 8-9'35'40"E (CAL) 1'1!:17 77 (Fi) If I
_ -~. ~ R1WELEv"J1.oH I - - N89'34'34"E 800-:00 '- i~~L;V2;'1~.62 _I ~~S86'25'47"W 100.15(D)l ,I R1HLEV-29,50 SITE8ENCHf.4ARK~1 --">. PART"B" 18 N 89'56'49"W 1714.77'(D) N .:s R1HLEV-26.70 1/, r I
- ".,,',,", "';' !tS ii i Sj!,"~ ~M;~~;9;~Cb! ~!.~ ~~ A~~~'"6~~O~~4.;~:~i:~M:t ~~ i~ ~7 ~~' ill~:r / Jl "6~<".:. ::O:~:b p ~~ ~: i" ~ \ tt \-\~\~..ej~.~ ~~ S "~~\W59":~?) 8;;':Y e u lp 0 B~ :~ u "'!~ ~ "0000 w~ ~. !/ t~ c ifJ ::" ill . ~: ~:'P::\ I ~: ~~ i
<j.cl--~l.~ 1~ -'"f.s. J1.51~J1~' 28.03 28.7 .'-...31.31 r.COMl -tt... ip.p.~~ (FOUNO:": ')// \,P.P.~ S89'5F40"E~C1iO"\31.01 ~J'iJ-=-;; -~4"c290~'c3::I~-=- 52?~~7(oad.\,.- '28.1--1 pn ~m- ~ S 89'54'34"W (r1l'Rf',RC"" 27,J SN&D:'\lg 2::.t.SOU111 R/WDREWSTREET +2758: Or\.<.A''l,ti''W7o'),p.339,h,Q 26.3'25~ ' ~H~ If T.S.... C,LP.' ,...:27i4. IrcJ:' I
I .1191 I . ~ + SWa/e' ~ I 31.79 31.82 '.~~ \tOUND X 0.215.,.,......., \3~!;igpay phon~ - 'J(J.' \30.61 \ 38;/j{ / P,P'" -/ 4' con ...., mo r. 27.64 1__. 27.64 27.25 27.74 )\ (/) .msa 27.58... . . ~ . -I
,P'_T.S.B. N 89'34'34"E 41,90 ~PP. 32.6 :10.4, PR.: ... . II . '. '. '.' .' .' .. '. .: .. . . . - ,.... .' "- ... . . .." . ," ., . -. r-' 1 27,80 1&0 28.6'1 .lV.0'.,. 1
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'l" -" I SU~~CEL ~B 33.1 top~~ '32.J 32.~ I} LBf6113 j.'J.~A.p ~\V __ '1 D t:. ff" 1'1 8 ' :>.l.\L.,)/,....-SlR ,2 'A:"40'OO"W ~75,37\C 25.f F - ';.V, . '" 12' 28.1 28.1 11'+ . f"'...A::-I'.72 27.92 LBtfli13 I +
F.OJ/.t /_ 08 r---~8 ,33.6 i" k . Jt~ (FOUN~'X.0.66'W).: rL.~- A_/~,~ -, ,,- :10.87' '\ M","rXr~~~' ~'~~~'\A '\ ~:ff\,B&..'08'~':.'~\L \f1~ T.$ it? rife 28.25,"",""umv""".. ra:~i~ i~ i~ badflovr ~9 .;."WIL l.P,\J~ t :
s,.../ PP. ~0 /e P 13(/) ftB ~~! ~l ~ C) i~ '/ ,\ /JJ~tl;::--f ~ R'~ J2.07A,O 7' ~/ '3;};89'34 51 J~ :':~6 3C.81 \ 2~~::'~;~~~/D~ "'~\~N\oi}v~~, \S \8' '4 \~~'\~ ~7~r~26'()) \1 \ 9-'28.88 -1~ - -1-J29'\11',7N~leof::Er~~4-127881-11I'-;29r ~ j-I-'-J:-,;T: - -1-'J-w~I--I- - - - - -,,-,-: +; :,lJfevrvwl'CI6 ILnliC~C~~;- - ~90 -2a:;~";j\~~ - - it:. 'i.21-1--1
i PP. .i?"'" J ,n ~"JiN&:D S 89.3451'W Q.-'I 2 conc curb "-J.),~9 lC)! () /1.'-; v'tcM~m ~ U111 (~U~E PER F,D.O.T. -10.95 .28 ~.I , ? ,'?~ S 88'0837 W 8" co c curb .. ~~ Il basin '29.57 :g I~ I
I ,;,vn'>'/ ~ ~gJ ~'~ N 89'56'49"W (/) 32.96~'" 233.71 (D) ~ S.8' ~ Y ~ ~ SECTI9. 1'1 50 2560 /) ~(P> 3C,95 <i<i-- .v}'<,;,?'?,,,, ':IO.~ '3C.07 {)29.55 . S8'~ fi 3C'\ '!1 3C,69 3C.60 :IIl.J1 3C ~69 3C.64 3C.ll'\' 30,42 i I r.o I
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R1WELEV-:l5.261 ~ c>*-~ ~U:c1~~' ......;.{:. . "V''':>'''' I?" f'M... "urb ~r\J ,,' c.'? Imz :~~rOlt:;-~Z' ~::'~:€>'..~ 1 stary "'--" · r I' 'I I I -tl.n ~~ ~.~ '3C,91 ".:" r// .11.2<1.1116 . II N I
'/INVNW"3C.50 ~ ,cJ':l5.93 34.~.:...,. .. .... '. '. ,.' 'dn<:-.~[JiJ"'~'fi ..".~.. ,.Jt... () i" .'....:.;.:.~.I'/,r!;"r..-'..,....;. wood frame I ...,.47 I .: 37 * I
:=~~E:-t:tf I /~ ~;;:t! ~~ q s 89~~,34:...fltb) 15.3,34,' ~~.! ~.lJi>' r ~33.38 1]E3U'J2.88', ;" ':~'11 ".340: v"V '" air li..~.~~I't'.;f.'.i"~ ~,~..::.':':D:~~', 18.6'x12,2' ... ... u 3101\ ~1.39 31.73 :93 1 ~ I
)$ /0: '''"''5J .'. t)....I.,67'34,5 S893459"/il{F) 15.3.31 S~'S\ 33.t"il.~21'Yf S8i'5649E(Dl_ r8~ pumPJl40 '2.'~ ~''''''F'''J2.12 3178 I '1 32.11/ 1-,1.03 () ~9J ~.56. II J2.t . z I
,v . '1:(;''''. ~.. 1\'-' 3410 11.~ N ~ "~L' '0"'. L..;-..... . 32.j @ J1.~ . I"" ...... 0 0
l I ~ / '/J... ';'031~~M ~~ ~'\=ONAIL @~ ~9w9~fr\~J41i~~"~"'lliI FI 2. ~I 'J2.@ .~~~~:t~~'L--~~~;~gr~~n~1.82+ A / /.11.71/ 1/////1' f1.ayl' 1/// /J1.4Y l ;///// }31. }~ g l; ~~ ~ 1\ 1'1 ~ :
~ 0 II n, " I .~~. / ~&:D THRO~~J~V - 34.49 8" 34~:~C curb S 89'34j~W 283.308 ~~) ~f~;E~~ ~3? ~78 ~,,-$ (FIP, 11:3 conc ~ }~;;}t J2. gas tanks / / / / /. / / / / ~J / ! ;: J1'~J1.~ l ~ ~~ 'J1.91 'J1.47<'... ~2f I 33.0' I ~ ~ I
~
I .~' I5r~L,I9A.9 I \Clf~~ t .k~M~~:~ ~ftri .5J<../I./( l ~~ ~ ~ @ @ e I 5tijl~~ J1.8~7.9~~ ;i~~:s 81.6_3 II J~ 1 ; ,
~. <' ~ t """ IG" ~~~. I ~~ ~I-X-Ol" ,. ~L' tllll........---~. \ '-..J~ t / B ~ u pi !l I '.'" ~o".nq, 0 ".""h~ I'''' ~ ~ I
'r:~(;~(,I/t ~~"Z~~ :;~;:: =:::~~;::: ". ~~~'::T'~~~:'~'ID~" :; ~~ ~D \ '\\ t\ \\\ \\\,\..-\\\\\\\\\\\ ~"l!i ;;, BE S T BUY 0'////% f~:'oooo ". ""~ : "', I ~ !
: ~.o' 0.31N.0.71W) :15.62/ /' ~'-...~ ~ '-... "'-..'-...~ ~~G,118~~~ /'./ \\ '34.2\ \ ~ \ 1\ \34~ i~~'~'/~_ ~'sa0 ....t~2 ll72 n:nYl-- t...!.0~1 : ~ I
. ~.4 lP.,# / r./ -----....... ~~lP" /' ............. '-... './'./ .......... --.:..:.:.. ~"'-.. ~ 34:1;8 ~:~ I 33.~r ~.~;~ pven t stack -'~ 1 u.. I
_ ~v ~............... /. ~~ // .............. "'-.. i ~.}~t-\i 'J4.1J 'JJ.62 ~~ ,I 0 I
--_ ~ ~~ =:::~~~~~=:::~-~~~ jH~~//////////n////////~i~~ ~ ~~~~~I\-'Il
_.~ ~~UB~~~O~~ITI~ · ~~ ~~........--- '~7'/~////f~fff////L~. M" ~:~~~~~'~'~L~:
~~ 02 r~~ )~El..E S6;~~-11oa:~ ~t;: EXHill~",< /' ~/ / / ~"' ~, " f ..."1 7~ ~" S.C.0.@8.PVC J -~ : ~ :
'_ kIt I~~ ~~~~~~l~~~~~~:~~~~\\\~~\\\\~\\~\\\~t ~ ~ 0 .r~~~~~! ~k!
1 ~ ~ ~~ ~<: ~r::: ~~ ~v ~~ /. ~~ \ \ ~~"~ \ \ \ \ \ '\\ \~ \ \ \ \'t. ~.:{ ~ 1_~':"~~~-";:~ I }~' 1 !
~l!! ~~' ~~ ~ 'u ~~."" ~~ '":~~~~N~~ ~ ~,,"~d2/7 I /il till I I I 11 I I I I I ~I I I I {1: ~~~} ~ : ~>~~:~"~~': ~ [I !
!H: ~ g ~~ ~~~~ ~~@~~~~~n~ ;~II~IIIIIIIII~~II~ _~.. '~J__~~~v~~~~ ~.I :
! <~ SN&D ........---........--- ------- K /........--- .....................---........---.......................... /1+ ~ ~ ~~~I ~".. I a I, I '" I
~t; ; i ~ ~~ ,<~.u ~~~ :::::::::::: 'M ~~ "1~ ~~/ tir\~ \ \ \ \ \ \ \~\ \ \ \ \ \ \ \ \ \ ~\\~'~\.t.., i.;-J ROO M S T ~I ~ {Ii I j,. i
=~ ~\
~~ " t: i ~it ~ @ ~ ....---:::y."" '-..~ ........---........--- ~ 'i /'/ ~):-".~ ~ li"'~ Ji /... ++ · 0JI\ I .M''';jij I '" I I
u L Z ~?'I ?;:; - .:::~. ~~\'II!l~~ ~:;::i!" ~.~)Li:~ w:-~/ / / / / / /t.U~/ 1// / / / / / / / ;;;,6.j1u T:j\ I 1\;;>' i
lll'i~u !~~2~~.~~~'~?~l~~?V1;~~:;f~~~~!_~~~ / / /'~~I /j1 / / /!~/ r~~ ;{~;90.1,,;,i"""" ~~(~>: i
II -----{r r - ~v:.:. ~:~ ~:~ ~1 8" lS:~ :7 ~~ @@ :/';~ LIMITS OF ADDITIONAL TOPOGRAPHIC LOCATIONS........... / '40.75 1 ,40.41 flag ;)~ ..~.....~J.:~y.~,. I \ I
.. conc curb 8/3/00 41.24 " \ '1;< -v .....,~-.~,..'..,.:' \ Z I
I Cf) SN&D top of pipe It'" / 411>1I 4169 41.66 /, ~ <: f' fl S,C,O,.. " 41.62 I.,.. /...., 1.63 1U~ I 11-83 ~.: . ~;s9,&Q '~:;1:.::. "::=:::. : i~V,2.6~.14 :
I 42.55 42.60 42.41 41.39 elev=38.0'\. .... .' ,~1.2!' .., ". '. h' .:;.~ . ~.} . " ....,.. .:;:~ ~... -~:~::o.:""'. '_,," 7. ~ .'. ":;~,; '. . . ': .:'.~' . . . ,~.~ .,:.. ~ .:... ::4..:.:".~1~~~. ::::.:;_ ::,:" .~~;~l..i';~~....;..;,....>:... ::': . ')_.' _ :.;41.27 ~2' ~4. ~1. I/S,,,, \' 40.~+ :\'; . ~ I : 18.88 Lp i I
....- - 6,~~;' - \;9 / F~~ '41.7 \1.241. ~/~~"7/.~ '>;.l~~';:l' ~.2 . . ......;.: "~// /'r%_/' 90.70 ' ~''),.. ~U~;~,/76:i/ ~7 ~'//A2f.~.;.r,;A'(~~/ ..78 11:ll 41.65 .JY...)8ie:Y-----..::/~If--_.:':~-----~OU---jf---~----- 29.IlJ,. ftow---w-i!J1==o -~',JaV _'39.4~' /' - -'-"3@----J
~ L' '.-,,;;:)!:::.. .,0 Nl,O//EJ - ~ '> ... ~ . " ~"'W.IV. ,40.\9 ,39.92 S P h a,~.501 p a ~.: men t +39.41 pre~~~tion device---::ll ~'\.I 1.0: I
o. !fl{3- ........... 1- LB'o113 39.46 39.~ / T 9 ..r-r - ~
0:: pI plQl.{) 0 (F01JNO'X. . 42.\ W.V~.~+~ - -i~ - - - - - - - - - - - - - - - - - ~~ .Al(i!'l l~.j :", I
~ I- 2~ ~ ~ I, 1.~ll'3N' O.tw) q,q, .9' ~ \ "\.._RlH~V'8_ 40.79 ...t""\L.P~ ~ ~:1'0 ~:~ L.P. ~,:lCI 39.32 ".."., Ci\~I'J6" L.P. .....H. 2.~ TR i
f5 iti U61 ~ u.f: d I ~ :/ ~rV' .. ~ \ r &-~ J=- ---= IJ--= =-=- =;:.- --=- - -= ~-= -=-=- =-- =-- ~ - -:; --= -=-=- .:;-r~r;- =-~ -=- 8" -,~ ~- =- - ~~ ~. . :
V') -e sign + V) 0 ~ ' __~-J'.%;;S/ / .~ L8f61\3, '~_ 1. _ - - - ----42.3-- - - ~1_ - - tID- - - - 1 - p~ .-:-:.m - .......i. .--
:> TOI'ELEV-4417 "'2. --- 2 +42.1 41.7, '/,...1,// ,,~'\. {iii.~ \ I I)~ ~ 8 termlnatloti I I
U , THR<>&VLEV ~ 4:5.49 top of pipe (1.1 /K ASH N K A R R Y ''':>'\. D.03'N,p.OtW) 1. :-.... ~ '4s.8 ~ ~7 ~ point unknown I
u, INV'I'l 39.811" '2.1 elev=38,5 \ ~ ~i. ~41 I ~~ l "5 6 t
,..~ F~ 5/8") EXHIBIT "B" , I , 124., .:., ,.. 178.9 ,j",r,;,,) "''<- ~~' ~ . N S9"34'34"E (0) 397.29 -iP '" << ~;;:i:;t I
=F ~;~ ........... AGREEMENT 41.l3, ).0 "'<Y --e'5't5 ~ ~///; ONE STORY MASONRY BUILDING = ~ l---+- ~ I M N 89.34'59"E (F) 397.25 f;) 0.10'N. M5'vt) I
~t~~';tjl4.55 ~+4J~.R, 4322, PG. 612-617 d~con~ ~ __/~~~~ ///////////////////~ 4\.60A~ Ir1t.~1 t1] ~ ~ O..-...,@F.H. I
f-~ 'I U +42.5 '4 'J'rillL- (typical) -:/~ ///////////////////// asp h a I t -J 1, ~ I OlL. t 0 --.J
~~~ . OU.~7 ?D 1.9 \ ~ asp h a I t ~%J 62,410.4 SQUARE FEET :/ '/ P a ve men t $KJ~:I:~, (1\ ~~ i-n .. -- c-= -------------11'-
~~~I~ 1112' ~ ~ '2.J / III---- pa\~5gement M ~~ ~~ ~ ~ ~.;. 41.5J ~1.371 I I I f"":;" II r:fl1 '1\ll'~ ...: ~~" ~ ([ is
r'R -- ~ top IpIPe~ II---- ~ ~ ~ B a!s f hla p ~ al v r 1 e In ~ I =W I \ I
~18T" ~l-..-/ ::> elev 39.0 ~ h.-.,...,..,..- ~ ~ (I -::,. .,:..~..;;,......-.4..::',....,~:~~: ...41. I ~.:64 '2." ~ c: I
, u "" ;> '" r-<t.V "'" ....go,. ...' .. r - ~ )JL . ~ - I
.26 ~: & 1U~ = ~ ~ 1I . 7 ,1 -v p'rop~ne :~, '::.~:<.;::.~.._;,< ..... ':':.: ).,. r,. .,~, It 42.02 L{)
6 ~U62
t" j
4511I 44811 44.67 "g TOPELEV-41.17 . FIP 11 1.18 3.C <Ci t ~~ ~ ~~. ~ /:).0 --I~'''','''... ". wv :~ ~tJt ~ -;.... I
45.06. P ~ I=H-s:Jt -...-.J ._U.v.........~'N. 0.6S'W) 6 .f.4'P', ~1.~-V -11'- _4~,-&re:-,en~~ [it---'- - -w- -~~~?~7-- ~~\,..w. - - ::..:i1.6".~ - - ~- -- - - - -Er.-:.. - -,- - -If- - -.=- ~ ,-1-+ -~ I-- -- ~ I T l]~ ..---
S 9 \'51"~.58 8 43.78 I - \1.90 t\.39.., ~+. _ _ _ -::_"7f- _ -r- ~rc:. _......... _ :Ilr41~vi~ /- -~:~ w~ - .~~ -=- -;~~mm:..P\~.~oo +- C - - ~f-I- J I W ~~ 4J.QJ 1/ 9BD-
~~ 45.5J ~7. 76 ""-. ___ _ _ _ _ U- _ 4f.73:- W- U1 - \ - :{1. - --11'~ ---r 1 . me --;r- "-1R~ -,- -f~.,n--,,- mr -.n~ -G' -~<<.~r I ~ '-f."
~5.62 ,~ ~:~ ~ .\H. conc wall 42.91 .. -:-K1-..l.~....-.;' . :16" 42.<1: . 4~' 4U~ / c:>. 42.4 v .1U ..Al.N, v - = ., ,....u v :43.2 v-r;. -:I.TI '. 1 t, r P./'. FIR. '(,2. (FOUND ~X.
Q2J ....!i.~ FO T.U.e. / .1 .1:1 71 45.1 7~t ~" ~ ~1~\ L8~ 13 0,41w) I
g~. o' '}J PP. ~.3 C.L.P. '~R 00., F.r- N 89'57'40"W 400,00 -=..;' '~8" VCP G, N89'34' 34"E (D) 785.21'(D) "R1W ELEV. 41.85 g _0 '.. fence 1.S' sou~h.
~. ~ .~ evidence of underground GTE line along property line' INV W - 36.70 CB D 0.2' east I
..; I CONfliCT SH(1JC~ ' / i) r;; ..c:-..... ---
:.~ ~~ RlWELEV _ 41..15 I~~ ~:v;~ 823,00 0 A '\" oJ,
;,': SITE BENCH f.4ARK: INV E - .l8.72 rJ. ~- S~J~SANIT~RY _ .l8.02 0 0 ) I
'. NAIL IN P.P, '2-14295 0 I
P '0 . B ELEV. = 45.99 I \' ,-Ji - _.J
\1 \[- ----W--\~--------tw _____~~___~-_-____------w-----
-------------~------~ - - ~
OVERALL & PART "A"
NOTES
~:i1
37,15
.l8.98
.l8.52
.l8.49
>-
<c
?=
I
u..
0>-",
..:-<..-
:J:?= '
~:J:O
_~z
0:: _
f-:J:i:!
(I) '~
<c1.I'!0
w ::> 0::\
H
,
.l8.29 .l8.25
E.~
39.85 ~ .
k'-lo
~~
....~
ead
o~
z
39.28 "
Ii 118
..
40.0<
.l8.60
.l8.2J
.l8.2I
41.22
40.83
40.81
.Cl
'-
:>
U
U
c::
o
U
N
42.3C
11:31
.S,
4J.22 Ir'"
42.83
42.79
4-1.01
U56
U56
45.\1 0:
~
g
45.88 4i~
~3~ ~:~
~
r---t.-
46.56
1H~
o 10,00 UTILITY EASEMENT
~O,R, BOOK 4621, PG, 1928 -
n-
~
1929
L
rJ
50 25 0
~
50
I
SCALE: 1" = 50'
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COUNTY, FLORIDA
N 89.35'40"E 1345.04 ,.--k~~NJ'PIKE
N 89.56'49"W -2489,93'(D) - ..-r-^'
c
ctI
.c
~
o
5
~
a..
I'--
'"
~
...
(<j
o
N
!;2
<0
~
o
~
~
:>
~
:;:
(j)
C
I'--
lO
o
N
I'--
o
~
~
::l
.!!l
...
o
o
'"
<0
::t
'-'
~
9
:i
N 1/4 COR.,
SECTION
17-29-16
DESCRIPTION
A TRACT IN 1l1E NOR1111'1€ST 1/4 OF 111E NOR1111'1€ST 1/4 OF SEC110N 17.
TOWNSHIP 29 SOU 111 , RANGE 16 EAST. PINELLAS COUNTY. FLORIDA.
DESCRIBED AS FOUO\llS:
FROM 111E NOR1l1I'1€ST CORNER OF SAID NOR111WEST 1/4 OF 111E NOR1111'1€ST
1/4 OF SEcnON 17. RUN S,00'3S'18"W. ALONG 111E WEST BOUNDARY OF
SAID NOR1l1WEST 1/4 OF 111E NOR1l1WEST 1/4 OF SEcnON 17. A DISTANCE
OF 730.0 FEET; 111ENCE N.89'34'34.E., PARAUEL TO AND 730.0 FEET
SOU111 OF 111E NOR111 BOUNDARY OF 111E NOR111WEST 1/4 OF SEcnON 17, A
DISTANCE OF 102.0 FEET TO A POINT OF BEGINNING, 'M11CH POINT IS ON
1l1E EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY ROUTE NO. 19; FROM
SAID POINT OF BEGINNING, CONnNUE N.89.34'34"E.. A DISTANCE OF
82.3.0 FEET; RUN 111ENCE N.00'35'18"E.. A DISTANCE OF 131.0 FEET;
RUN 1l1ENCE N,89'34'34"E.. PARAUEL TO 111E NOR111 BOUNDARY OF
SAID NOR111WEST 1/4 OF SEcnON 17, A DISTANCE OF 397.29 FEET TO A
POINT 'M1/CH IS 30.0 FEET WEST OF 111E EAST BOUNDARY OF SAID
NOR1l1I'1€ST 1/4 OF 111E NOR111WEST 1/4 OF SEcnON , 7' RUN 111ENCE
N.00'06'21"W. PARALLEL TO 1l1E EAST BOUNDARY OF SAID NOR1111'1€ST
1/4 OF mE NORmWEST 1/4 OF SEC1l0N 17, A DISTANCE OF 548.92
FEET TO A POINT. WHICH IS 50.0 FEET SOU111 OF 111E NOR111 BOUNDARY OF
SAID NOR111WEST 1/4 OF SEcnON 17; RUN 111ENCE S,89'34'34"W.
PARALLEL TO 1l1E NOR111 BOUNDARY OF SAID NOR111WEST 1/4 OF
SEcnON 17. A DISTANCE OF 868.96 FEET; RUN 1l1ENCE SOU 111 WESTERL Y
ALONG A CURVE TO 111E LEFT (RADIUS - 25,0 FEET) AN ARC DISTANCE OF
23.18 FEET (CHORD 22.36 FEET, CHORD BEARING S.26'08'24"W,) TO A
POINT OF REVERSE CURVE; RUN 1l1ENCE SOU111WESTERL Y ALONG A CURVE TO
111E RIGHT (RADIUS 55,0 FEET) AN ARC DISTANCE OF 86.39 FEET
(CHORD 77.78 FEET. CHORD BEARING S44'34'34"W.) TO A POINT OF
TANGENCY; RUN 111ENCE S.89'34'34"W., A DISTANCE OF 153.34 FEET
TO A POINT OF A CURVE; RUN 111ENCE SOU111WESTERL Y ALONG A CURVE TO
111E LEFT (RADIUS 135.0 FEET) AN ARC DISTANCE OF 172.80 FEET
(CHORD 161.24 FEET. CHORD BEARING S52'54'27"W,) TO A POINT ON
1l1E EAST RIGHT-OF-WAY LINE OF U.S. HIGHWAY ROUTE NO. 19; RUN
1l1ENCE SOO'35'18"W. ALONG SAID EAST RIGHT-OF-WAY LINE OF U,S,
HIGHWAY ROUTE NO. 19, A DISTANCE OF 508.68 FEET TO 111E POINT OF
BEGINNING.
TOGE111ER Wlm SURPLUS PARCEL 105:
111E NOR111WEST 1/4 OF 111E NOR111WEST 1/4 OF SEcnON 17, TOWNSHIP 29
soum, RANGE 16 EAST. PINEUAS COUNTY. FLORIDA, MORE PARnCULARL Y
DESCRIBED AS FOLLOWS:
COMMENCE AT A RAILROAD SPIKE MARKING 111E NOR111EAST CORNER OF
111E NOR 111 WEST 1/4 OF SECTION 17. TOWNSHIP 29 SOUTH. RANGE 16
EAST. PINELLAS COUNTY. FLORIDA. RUN 111ENCE N.89'56'49"W" A
DISTANCE OF 2489.93 FEET ALONG 111E NOR111 BOUNDARY OF 111E NOR111WEST
1/4 OF SAID SECTION 17: 111ENCE S,OO'03'WW,. A. DISTANCE OF 85.00
FEET TO 111E POINT OF BEGINNING; 111ENCE S.3712'40"W.. A DISTANCE
OF 78.76 FEET TO 111E SOU111 RIGHT-OF-WAY LINE OF DREW STREET; SAID SOU111
RIGHT-OF-WAY LINE BEING A CURVE; 111ENCE NOR111EASTERL Y. 79,56 FEET ALONG
SAID RIGHT-OF-WAY LINE AND 111E ARC OF A CURVE TO 111E RIGHT, HAVING A
RADIUS OF 135.00 FEET AND A CENTRAL ANGLE OF 33'45'53" (CHORD
BEARING N.7310'14"E., 78.41 FEET); THENCE S.89'56'49"E,. ALONG SAID
RIGHT-OF-WAY LINE, A DISTANCE OF 153.34 FEET TO 111E BEGINNING
OF A CURVE; 111ENCE NORm EASTERLY. 71,20 FEET ALONG SAID RIGHT-OF-WAY
LINE AND 111E ARC OF SAID CURVE TO 111E LEFT. HAVING A RADIUS OF 55.00
FEET AND A CENTRAL ANGLE OF 74iO'36" (CHORD BEARING N.52'57'58"E.,
66.34 FEET); 111ENCE N,89'56'49"W.. A DISTANCE OF 233,71 FEET TO 111E
POINT OF BEGINNING.
CONTAINING 9.752 SQUARE FEET. MORE OR LESS.
LESS PART" A":
COMMENCE AT A RAILROAD SPIKE MARKING 111E NORTHEAST CORNER OF
111E NORmWEST 1/4 OF SECTION 17. TOWNSHIP 29 SOUTH. RANGE 16
EAST. PINELLAS COUNTY, FLORIDA, RUN 111ENCE N,89'56'49"W,. A
DISTANCE OF 2.689.93 FEET ALONG 111E NOR111 BOUNDARY OF 111E NOR111WEST
1/4 OF SAID SECTION 17 TO 111E NOR111WEST CORNER 111EREOF;
111ENCE S.01'03'38"W.. A DISTANCE OF 728.22 FEET ALONG THE WEST
BOUND~Ry' OF 111E NOR111WEST 1/4 OF SAID SECTION 17; 111ENCE
S.88'5622 E.. A DISTANCE OF 102.00 FEET TO 111E EAST RIGHT-OF-WAY
UNE OF U.S. #19 PER D,D.T. SECTION 15150-2512 AND 111E POINT OF BEGINNING;
THENCE ALONG SAID RIGHT-OF-WAY LINE, 111E FOLLOWING TWO (2) COURSES:
1) N.Ol'03'38"E., A DISTANCE OF 508.68 FEET TO A NON-TANGENT CURVE;
2) NOR111EASTERL Y, 93.24 FEET ALONG 111E ARC OF A CURVE TO 111E RIGHT,
HAVING A RADIUS OF 135.00 FEET AND A CENTRAL ANGLE OF 39'34'21"
(CHORD BEARING N.36'30'07"E., 91.40 FEET); 111ENCE S.01'03"38"W.,
A DISTANCE OF 260.77 FEET; 111ENCE S.03'55'22"W., A DISTANCE
OF 100.12 FEET;. THENCE S.05'03'51"W" A DISTANCE OF 100.25 FEET;
111ENCE S.02'3524"W,. A DISTANCE OF 121.76 FEET; 111ENCE
N.89'56'49"W,. A DISTANCE OF 37,76 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.612 ACRES. MORE OR LESS,
LESS PART "B':
COMMENCE AT A RAILROAD SPIKE MARKING 111E NOR111EAST CORNER
OF 111E NOR111WEST 1/4 OF SEcnON 17. TOWNSHIP 29 SOU 111. RANGE 16
EAST, PINELLAS COUNTY, FLORIDA. RUN 111ENCE N,89'56'49"W.,
A DISTANCE OF 1,714.77 FEET ALONG 111E NORTH BOUNDARY OF 111E NOR111WEST
1/4 OF SAID SEcnON 17; THENCE S.00'03'11 "w.. A DISTANCE OF
50.00 FEET TO 111E SOU111 RIGHT-OF-WAY LINE OF DREW STREET AND
111E POINT OF BEGINNING; 111ENCE S,88'08'37"W.. A DISTANCE
OF 375.37 FEET; 111ENCE S.86'54'24"W., A DISTANCE OF 100.15 FEET-
111ENCE S,8818'04"W,. A DISTANCE OF 64.24 FEET TO A CURVE; 111ENCE
NOR111EASTERL Y. 23,19 FEET ALONG 111E ARC OF A CURVE TO 111E RIGHT,
HAVING A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF
53'08'19'(CHORD BEARING N,26'37'20"E" 22.36 FEET) TO A
POINT ON SAID soum RIGHT-OF-WAY LINE OF DREW STREET: 111ENCE
ALONG SAID RIGHT-OF-WAY LINE, S.89'56'49"E., A DISTANCE OF 529.37
FEET TO THE POINT OF BEGINNING.
CONTAINING 5,032 SQUARE FEET. MORE OR LESS.
LESS PART "C":
COMMENCE AT A RAILROAD SPIKE MARKING 111E NOR111EAST CORNER OF
1l1E NORTHWEST 1/4 OF SECTION 17. TOWNSHIP 29 soum. RANGE 16
EAST, PINELLAS COUNTY, FLORIDA. RUN 111ENCE N.89'56'49"W.. A
DISTANCE OF 1,714.77 FEET ALONG 111E NORTH BOUNDARY OF 111E NOR111WEST
1/4 OF SAID SECTION 17; THENCE S.00'03'11 "W., A DISTANCE OF 50.00
FEET TO 111E SOU111 RIGHT-OF-WAY LINE OF DREW STREET; 111ENCE S.88'08'37"W.,
A DISTANCE OF 274,26 FEET TO THE POINT OF BEGINNING; 111ENCE S.45'22'55"W..
A DISTANCE OF 22,57 FEET; 111ENCE N.89'56'49"W.. A DISTANCE OF 249.43
FEET TO 111E EXISTING SOU111 RIGHT-OF-WAY LINE OF SAID DREW STREET; 111ENCE
NORTHEASTERLY, 5.01 FEET ALONG SAID RIGHT-OF-WAY LINE AND 111E ARC OF
A CURVE TO 111E LEFT. HAVING A RADIUS OF 55.00 FEET AND A CENTRAL ANGLE OF
0512'57" (CHORD BEARING N.02'39'33"E , 5.01 FEET); 111ENCE N.8816'04"E..
A DISTANCE OF 64,24 FEET; 111ENCE N.86'54'24"E., A DISTANCE OF
100,15 FEET: 111ENCE N.88'08'37"E.. A DISTANCE OF 101.11 FEET TO 111E POINT
OF BEGINNING,
CONTAINING 2,667 SQUARE FEET, MORE OR LESS,
ALL OF WI-lICH HAVING A COMBINED 16.383 ACRES, MORE OR LESS.(NOT INCLUDING
SURPLUS PARCEL)
ALL OF WI-lICH HAVING A COMBINED 16.607 ACRES. MORE OR LESS.
LEGEND OF SYMBOLS AND ABBREVIATIONS
GULF TO BAY BLVD.
(S.R. 60)
CURVE TABLE
RADIUS ARC HORD TANGENT
25.00 23.19 22,37 12.50
22.36(D
73.88 49.86
8.41 (D) 40.97
1. FIELD BEARINGS SHOWN ARE BASED ON 111E WEST LINE OF 111E NORTHWEST 1/4 OF SECTION 17.
TOWNSHIP 29 S., RANGE 16 E.. SAID LINE BEING S.00'35'18"W,
2, NOT VALID WlmOUT mE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
3, NO EXCAVA1l0N WAS PERFORMED TO VERIFY 111E LOCATION OR EXISTENCE OF ANY UNDERGROUND
UTILITIES. ENCROACHMENTS. IMPROVEMENTS, STRUCTURES OR FOUNDATIONS, UNDERGROUND UTILITY
LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE
SURFACE EVIDENCE AND ARE APPROXIMATE ONLY.
4. RE-USE OF THIS SURVEY FOR PURPOSES OTHER 111AN WHICH IT WAS INTENDED, WlmOUT WRITTEN
VERIFICATION, WILL BE AT mE RE-USERS SOLE RISK AND Wl1110UT LIABILITY TO 111E SURVEYOR.
N01111NG HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE 0111ER 111AN THiOSE
CERTIFIED TO.
5. ALL FOUND POINTS ARE UNMARKED UNLESS 0111ERWlSE NOTED,
6. THIS SURVEY IS NOT INTENDED TO SHOW 111E LOCATION OR EXISTENCE OF ANY JURISDICTIONAL,
HAZARDOUS OR EN\1RONMENT ALLY SENSITIVE AREAS,
7. 111E SITE APPEARS TO BE IN FLOOD ZONE X, ACCOROlNG TO 111E FEDERAL EMERGENCY MANAGEMENT
AGENCY. FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 125096-0017-D. DATED AUGUST 19.
1991.
8. UNLESS 0111ERWlSE INDICA TED, 111E PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE FURNISHED TO
POLARIS ASSOCIATES, INC, AND ARE PRESUMED TO BE CORRECT. NO SEARCH OF ANY PUBLIC RECORDS,
FOR EASEMENTS, DEEDS, ETC" WAS PERFORMED BY 1111S FIRM FOR 111E COMPLETION OF 11115 SURVEY.
4 = DENOTES CORRESPONOING l1TlE COMMITMENT
~ SCHEDULE 8 - SEcnON 2 ITEM NUMBER
1111S IS TO CERTIFY 111 A T 1111S MAP OR PLAT AND 111E SURVEY ON WI-UCH IT IS BASED WERE MADE (I) IN
ACCORDANCE Wl111 THE "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ASCM LAND TITlE SURVEYS"
JOINTLY EST ABU SHED AND ADOPTED BY AL T A AND ACSM IN 1992, AND INCLUDES ITEMS
l,3.4,6,7A,7Bl.8,10 & 11 OF TABLE A THEREOF. AND (ii) PURSUANT TO mE ACCURACY STANDARDS (AS
ADOPTED BY AL T A AND ACSM AND IN EFFECT ON mE DATE OF 1111S CERTIFICATION) OF AN URBAN SURVEY,
I FURmER CERTIFY mAT 111E SURVEY REPRESENTED HEREON MEETS THE TECHNICAL STANDARDS SET FORTH BY
111E FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6. FLORIDA ADMINISTRATIVE
CODE. PURSUANT TO SECTION 472.027 FLORIDA STATUTES.
:
r
, Ii
10. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A COMMONWEAL m LAND TITlE INSURANCE
COMPANY, COMMITMENT FOR nTLE INSURANCE, COMMITMENT NUMBER 864-358371, EFFECTIVE DATE,
MARCH 4. 1997, ISSUED BY; JOHNSON. BLAKELY. POPE. BOKOR, RUPPEL & BURNS, P.A, 911 CHESTNUT
STREET. CLEARWATER, FL. 34616 (813)-461-1818,
11. 111E PROPERTY IS SUBJECT TO CERTAIN EASEMENTS AS STATED IN SCHEDULE B - SECTION 2
OF mE ABOVE REFERENCE TITLE POLICY, 111EY CANNOT BE GRAPHICALLY DEPICTED ON 111E
SURVEY BUT ARE REFERENCED BELOW ACCORDING TO THEIR ITEM NUMBER.
ITEM 14.
" EASEMENT" A TEN FOOT WATER EASEMENT LYING 5 FEET EACH SIDE OF EXISTING 6" OR
LARGER WATER MAINS UP TO AND INCLUDING ALL HYDRANTS AND METERS AND AN INGRESS
EASEMENT FOR REFUSE AND GARAGE COLLECTION AND CITY OF CLEARWATER SERVICE AND
UTILITY VEHICLES, (COVERS ALL OF 111E SURVEYED PARCEL) AS RECORDED IN OFFICIAL
RECORDS BOOK 5072, PAGES 2120 - 2122. SUBORDINATION OF CITY UTILITY INTERESTS
(THESE AREAS ARE SHOWN ON 111E SURVEY) RECORDED IN OffiCIAL RECORDS BOOK 8698.
PAGES 1104 - 1108 AND OFFICIAL RECORDS BOOK 8698, PAGES 1186 - 1189. OF 111E
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
~
. .
,
i
~ ..
.
,~
y
~
~
- UNOCRGROUND CABLE TELEVISION IiARJ<I:R
- CABLE mEVlSION UTILITY BOX
PP.,# - POIffR POLE
O.H,L ,If '" - OVERHEAD LIliES
C.P. ,# - COM8INA TlON PCU (pOIffR/PHONE)
L.P.,# . lIGH T POt.E
C.LP. .. - COMBINA TlON .t LIGHT POlE
G,P.'# - GUY POlE
liP. ,# = ilCTER POLE
E-- - GUY IflRE
~ - ELECTRIC UTILITY BOX (TRANSFORMER)
:(Pl _ UNDERGROUND POWER PAINT liAR!(
oCt - ELECTRICAL OUTlET
a - ELECTRIC UTILITY 80X
@ = ELECTRIC IIfTfR
):l: = OCCORA TlVE LIGHT
--f:- - -E- - APPROXIMATf lOCATION UNOCRGROUND POIffR LINES
@ = 1i0N/TORlNG WELl
~ - UTILITY /JANHOLE
~ = PEOCS TRJAN CROSSING SIGN
T.S.a 181 = TRAmc SIGNAL UTILITY BOX
T,SP, ~ = TRAFFIC SIGNAL POLE
STORM CURB INLETS
.A~~A
rn = IllTERED END ~ ~
CO - FLARED END SECTION
. - GRA TE INLET
@ - STORJI SEWER PIPE .t /JANHOLE
~ ~C~ -@_ SANITARY SEWER PIPE, IiANHOLE. CLEAI/OUT.t VALVE
R.C.P, - REINFORCED COI/CRET< PIPE
C.Ii.P. - COI?RI)G~ TED lifT AL PIPE
p, V,C, = POL Y VINYL CHLCRlOC
DJP. - DUCTILE IRON PIPE
V.C.P. - VITRIFIED CLA Y PIPE
_____ G ---m--o - APPROXIMATE LOCATlDN OF UNOCRGROUND
G. V. U.G.L. GAS LINE IfITII GAS VAL VE. GAS IIf:IR
)JL .t GAS LINE WARNING SIGN
l': - BURIED GAS liNE PAINT IiARK
~J
Or t$t
'.
>
J
.".:
/
...
r
55.00
135,00
HORD BRG
I> 26'08'OO"W(C)
N 26'37'20"E(D)
N 47'23'17"E
S n'41'55"W(C)
l-- 1'1 7310'14"E(D)
48,57 p 36'Ol'47"W
N 36'30'07"E(D)
47.43 74.95 N 18'01'21"E
1~0.76 71.21 S 6613'57"W
~1.61 26.04 ~ 24'51'52"W
30.41 15,26 I 19'39'00"E
BOUNDARY CURVES)
CHORD IANGENT HORD BRG
77.78 (D) 55.00 44'34'3~"tl. (D) )
77. 78 (t) S 44'3459 'II (F
61.24 (D) 00.51 S 52'54'27"W CD)
161.21 (F) S 52'54'25"W (F)
22.36 (D) 12.50 26'08'24"W (D)
22,36 (n S 26'08'53"'11 (F)
0.16 5.10 S O'07'52"W
66.31 41.55' < 52'30'16"W (C)
66. 34(D) N 52'57' 58"E (D)
5.01(D) 5.01(D) N 02'39'33"E (D)
DRAWN A WS
INC,
Ot
81.01
79.56
CERTIFICA TION
: ,
-.:....--.---.
SITE
iV
J
~ ::
1:2 I
~R ~
II:);
i ~
135.00
25.00
165.00
192.00
192.00
93,24
91.40
62.44
34.45
51.77
30.45
CURVE
1
CURVE TABLE (FOR
DEL TA ADIUS ARC
90'00'00" 55.00 86.39
:<
73"20'14"
53'07' 42"
11 10'36'14"
12 74'08'35"~C~
7410'36" D
13 05'12'57" D
3
FILES
9. 111E CITY OF CLEARWATER HAS INDICATED 111AT 1111S PROPERTY IS ZONED COMMERCIAL
CENTER DISTRICT (CC), 111E SETBACKS STATED 111EREIN ARE AS FOLLOWS:
~A) FROM A STREET RIGHT-OF-WAY: 75 FEET.
B) FROM A SIDE PROPERTY LINE: 50 FEET.
C) FROM A REAR PROPERTY LINE: 50 FEET,
POLARIS ASSOCIATES, INC. ASSUMES NO RESPONSIBILITY FOR mE ACCURACY OF THE ZONING
INFORMA TION SHOWN HEREON AS IT WAS FUR:~ISHED TO POLARIS (VERBALLY) FROM
REPRESENTATIVES OF 111E CITY OF CLEARWATER. VERIFICATION IS RECOMMENDED PRIOR TO
UTILIZING mls INFORMAnON FOR ANY FUTURE DESIGN AS ZONING REQUIREMENTS CHANGE
Wl111 TIME AND INTERPRETATION.
.
135.00
25.00
55.00
55,00
55.00
72.80
,
23.18
8/03/00
DA TE OF SURVEY
DAN H, RIZZUTO
PROFESSIONAL LAND SURVEYOR NO. 5227
VICINITY MAP
NOT TO SCALE
0.18
71.17
~
~
PRE PAR E D
FOR:
T Y P E
PROJECT:
o F
SURVEY:
CHECKED
DHR
3
2
1
REV
3/04/02
\2/12/01
\0/03/01
DATE
APP'D
POLARIS ASSOCIATES
PROFESSIONAL SURVEYING
2915 S.R. 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
lE Tl = UNOCRGROUND TELEPHONE PAINT liAR!(
T.U:!o- _ T _ ....!!. T.:!!:.o- = APPROXIMA Tf LOCA TlON OF UNOCRGROUND
TELEPHONE CAIl.E If/TII TELEPHONE U T1LITY BOX
UNOCRGROUND TELEPHONE CABLE WARNING /JARJ<I:R
T P. .. - rELEPHONE POLE
r.0J/. t - UNOCRGROUND FIBER OPTIC LINE WARNING IiARJ<I:R
F.H. 1; 10_ UNOCRGROUND FIBER OPTIC LINE PAINT /JAR!(
- .~ -w- -ll!liI- -= APPROXlliATE LOCATION OF UNOCRGROUND WATfR
LINE IfITII FIRE HYDRANT, WATER VALVE.t lifTER
T,S..... = rRAFFIC SIGN
/J.8. IlIl - /JAIL80X
,( - 6' CHAIN LINK FENCE UNLESS 0 THfRIfISE NO TED
. - PAIIJ(]NG POS T OR BOLLARD
CONe. c:::t] - CONCRETE
ASPH [=::J = ASPHAL T
F.D,O.T. - FLORIDA OfPARTilCNr OF TRANSPORTATION
S.R.D, - STA Tf ROAD OCPARTilCN r
O.R. - OFFICIAL RECORD 800K
P.L.S, - PROFESSIONAL lAND SURVEYOR
l~ - liCENSED BUSINESS NU/JBER
O/A - OVERALL DlilCNSION
P,O.C, = POINT OF COMilCNCEMENT
p,o,e. - POINT Of BEGINNING
t - CENTEIIL/NE
R/If - RlGHT-{i(.WA Y
ElEV. - ELEVA TlON
FIR . - FOUNO IRON ROO
FlP . = FOUND IRON PIPE
SIR. - SET 1/2' IRON ROO .t CAP L.a '611J
FCII 0 - FOUND CONCRETE /JONUIlfNT
SNdlD. - SET NAIL AND BRASS DISK l8'611J
F/ldlD. _ FOUND NAIL AIID DISK
(p) = BEARJNG;lJISTANCE PER Pl.A T
(D) = BEARlNG;lJISTANCE PER OCED OCSCRJPTION
(F) - OCARJNG;lJISTANCE PER FIElD IlEASUREJ.lfNT
(C) _ OCARJNG;lJISTANCE PER CALCULATION
TYPICAL SPOT ElEVA TlONS
TOP OF CURB ElEV (iF SHOIfN)
FLOIfl.INE OF CURB mv. ~:~ EDGE OF PAVEt.lfNT ElEV,96.1S.....
EDGE OF PA vtilCNT mv. 9~J!..... GROUND mv. 95.2
EDGE rgf ff JfkRCl}f!v. !lm....... GROUND ELEV. 95.2......
,(
,(
DATE:
8/03/00
SHEET
1
19 SHOPPING CENTER
AL TA/ACSM LAND TITLE SURVEY
BOUNDARY SURVEY
1"=50'
DREW 19 SHOPPING CENTER
JOINT VENTURE
DREW & U.S.
ADD 3 TOP OF PIPE LOCA nONS &0 OlD TREES
ADO CONFUCT STRUC1\JRE &0 REVlSE 2 SANITARY ELEV. REAR KASH &0 KARRY
ADDITIONAL TOPO BEHIND BUILDINGS, RELOCATED WA TERUNE IN FRONT Of BUILDINGS
DHR
JW
BY
0072057NEW.DWG 0072057X.LEG
0072057.CRD 0072057X.NOT
SCALE:
OF
~~~JJ{J 007-2057
~- -~---~---- - ---------~--- --------- --~----------- ----~------- --~~
NW COR.. NW 1/4.
NW 1/4, SECTION
17-29-16
,-
(
THROAT EU:V . .18.58
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POLARIS ASSOCIATES INC. ~
PROFESSIONAL SURVEYING E 2
2915 S,R. 590 SUITE 17 E
CLEARWA TER, FLORIDA 33759 T a
(727) 669-0522
N
o
NW COR., NW 1/4,
NW 1/4, SECllON
17-29-16
t-,r
(~
FUTURE PROPOSED
OVERPASS MONUMENT
SIGN SEE ARCH,
PLANS FOR DETAILS
en
....
Tl1ROA T ELEV m :l8.58
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PROPOSED
RELOCATED
U,S, 19
MONUMENT
SIGN
MODIFY EXISTING
DRIVE CONNECTION
AS SHOWN, FOOT
TO CONNECT TO
NEW SERVICE RD.
WHEN COMPLETE.
)
'"""---- -
~
STATION 36+50,01
fi SURVEY DREW ST.
AS SHOWN ON DREW ST,
EAST PLANS PREPARED
BY URS GREINER WOODWARD
FOR FOOT
PROJECT 256957-1-52-01
SHEET NO. 24
o
w
(f)
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o
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0...
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(f)
0:::
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CONSTRUCT RELOCATED ENTRANCE
TO EXISTING EDGE OF PAVEMENT
TO AliGN WITH FUTURE ACCESS ROAD "A"
TO THE NORTH ( SEE FOOT DESIGN PLANS FOR U.S. 19 )
DREW
STREET
~
I
I
I
I
asphalt pavement
- TOP ElEV . 31.62
:=~ ~,m }~j526
/
0.: 0.: _
,- ~ ~ I
I I ~I ,3"'" I
I I'i I ~ /lO.3 2' eonc curb I
tl ~ T,S.'J "28.03 ~~;-';;'~'1 ~ ~ ~ rs.... PJ'. ~~ -/ I"P'~ay phon
I ~_ T.S.s. i I '.fP' 32.6 3M PP, ~ ~...
I ~~'"' / i ~ n. ~;;,.~" = -~) If '/..pJ. ';"/' .'.". ......-~..-,::.r..."o.
P.P. I I I ~ lib ,:
:s.",! .0:: t/1..\ I .,
"PP. ~ I S 89'3451W I 2 cone curb -Z:JJ.69 tCl I II:," ~m
I ,,~ I 'Y ~;II nit
FO~(~ ,~~y - - - - +- - - - - -- !p:.:JI 70 ~"
A; . ~.!r---V-- . . I ?' """" '... ga~
~ r _ ~.., ........ 'f. :~, ~ ;.. '.":.'.~ '~'_:,,'~': ~ .' ,..,.. 'tin. . '.. '_ .. ""rb , .: .~.;/ / I station
( ~I _ <: \,;1'\/1(,. . '.' '; , ~"'. '''1''.-1. ......;"" air 0
S' :e., ~f ~ ~.,. '.: <0' 21'~ .J!J. ~21'Yf i- ~ I ~16"(j1 pump t.:J
I.; u 'C:,c ,/" '\ - -r- . . 11'8'1Sl @
l I ~ ~ '~ -<\ {Ill I ~ \. 7'."..,.'@ 0 ~ v-~~~:(g/g~nd ~
.::,:, U b ~ ./ 0 { gas tanks
I jl' ." :,rr I \SAW CUT PAV! MENT I $ ,'/ ...
c> I . INSTAll NEW HEADER CURB h~\J conc 8 ...
It ~ .;:;' te~~~'~l'. 1 ?:t:'j ~r; 1 ~r: t ~~ ~~~P~O'~ @,' .~ ~@
,/"" ~I ------- ,/ I '-...... / ~/ TREATMENT
I> , / ~" i'--... , .,/ ~ /~ COMPOUND SLAB ,'''~
P1 ::'1 ~/ ~K // ~K // EQUIPMENT :EYWOTHERS '';:;'
.' // ~~~ ~ ~~ ~~ ~ DUMPSTER
- A~ '- ;;~ ~~~. /"'V ::::::::::::: // ~ S:t?~R~H;.
. lSAW CUT PAVEMENT ~ m~~ ~---1 RELOCATE liGHT POLE r'/ !TrOO'
INSTAll NEW HEADER CURB~ ~~~ pavem~~ / /'1 TO HERE , " J/,
(; ~'-I'---.. ~~ ~ ~ ;;~ '----. ~ /'
~ o~t ~ ~ ~ ~~ // ~~ /
~ ' V ~~" SLURRY SEAL PAVEMENT~ ~~ ~'-...... ~ ~
;i, J../'V ~ AND RESTRIPE AS SHOWN l ,/""./ ~,'-...... ~
I" //' " ~SR~ ~~~~ ~ /'
, _ :::::~. ~,,~ ~ co, K :::::~~
// ~~ / ~ =:::~/
WA ..;=;:: 3:: ~~:::; ~ =:::t:: /
~SEE LANDSCAPE " / / ~ ~V "-- "'- /
PLAN FOR NEW , CONSTRUCT NEW ISLANDS ,,~ , ,/"" ,V "-- ~k '-...... /
LANDSCAPING ~ AND HEADE.R CURB TO ~. /1 / ~I '-...... ' /'
/ ~ ~ HAVE... 6': ~EVEAl "~ ~ /V ~~ /:
/' ",~ <~ :2~ ;;;; ~~ /'
.~ :/ /. ~ /'v ~=:: CUT CURS<
~,," \f~ ~~E~ ~ JRI~ ~r / ~...... FLUSH WITH I /
il?......~ .,> ~X:~ '~SP~ V ~ ......PAVEMENJ v
l '.^ ~. < L'f: I ARCH PLA .Ir). S~Tl SHT C ORR l ........... ~ l ~
- ~t ~ ~t -~~ /~
~~ ~,/'S t '0
_J ~Es~~~,~~~~EN;.,. ~;~~~~~~.~,:.I{l;~~;;;s ~ Vl~~~~~WALK ICONSTRu!;~~~~AL:C:
,'tiiE\t~'2!.--R'~ISW:.WAk..K..-,..:.....;....,..~!,...:.,.. ..;................:A.,.i.,.'.>....'.. . .' ,-' .............. .,....,. ._"..~..o.!.......'. '.:...... .'.'l..-.~-:.>;...;::..:.:.'.......,..
0.. "to - ..... .. t...... :.,:<: '.;~~o'_ ....... ........... :....;~..... .. ..'-.....-..;.. ~..,. ..' {;-.J...... \1. ....:...: <:"~ .....-...
/.;~;. .::::M9W' j9~:.l.fJ~P'~1JA.~5..~~.~ '~. '~"..... '~:".::~. '.~ ':'~". ::'::'~,'''''''' -;~'~~~f!~.~F:..:.r:O~:;R~~.$~~:':tVA1~.: :..--;::..~..:--
1/ / / / / /r/// / / / / / / / / / / / / //-
EXISTING / EXISTING ((
RETAIL ; RETAIL k
TO BE 180.85'
EXPANDED TO ; TO REMAIN
9,989 SF
30,000 SF / EXISTING 1st FLOOR ElEV. 41,75
EXISTING SLAB, ASPHALT AND / EXISTING
UTILITIES TO BE REMOVED WITHIN / RET AIL DOWNSPOUTS TO BE DIRECTED
LIMITS OF NEW BUILDING / TO BE ~ TO POND
/ / / ;~0~OJE3 )s; FLOOR ElEV, 41.75; REMODELED r<)
., / / 30,320 SF to '""
/ / ...-
/ /
/ /
7,899 SF EXPANSIC~ //
OVE R ASPHALT A
NO NEW IMPERVlOl ~ /
/ /
////////// ;
V//
LJ
TOP ELEV . lO.21
I :U~ i : ~~',;
2' conc curb
PP.
~
V.
PP.....
C,LP. .
4 cone walk ~
~P
,',~
24"r.MP I4l
o
- '-r'"\
,'~ ;l;&~ \\\ \.\ ~\ \ \ \ \ ;;
~lRESTRIPE SPACES] ...
~~DI___~ \ \ \\ \ \ \ \\ \,
/ SAW CUT PAVEMENT ...
~ @ INSTAll NEW HEADER CURB
;;1 lllllllllllllll
'I I II I I il I I 11 I I
REMOVE CURBS
INSTAll PAVEMENT ...
R~\"'\OO\e~\ \ \ \~ \ \ \\ \ \ \. \ \ \
- \\\~~~)~~~\\\\\\\\\~ ~
Pffi~~~~;'~~AN;S ij J I I I I j I I I J/efj'e/lel~
j~Etr~ ~~r/ I II I. I I r I I I (Ii-nil/i/ t
... 327 SPACES REMAINING ...
~~\\~~~~\\\\\\\\\\\~i'
;,!/ / j I / / / / J / / / / 1 j / / / / / J / / / / i
~ / / 1/ f/ / / (/ / / / / II I / / / fl / r I!.I(
\\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \~,~\'~
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" 7// / / / / l~e)r~~uf~J6iY if / / / /A
\
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-11111 NEW .
1,.1 DUMPSTER
:t ENCLOSURE!
~. SEE DTL, S~T,
~ OU;'t \ I
? ~.
T,[ ,', 0
II
p
-
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PROPOSED
STORMWA TER
POND
SEE PAVING, GRADING
AND DRAINAGE FOR DETAilS
178.9
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EXISTING 1st FLOOR ELEV. 41.75
RECEIVlN
. AREA
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pavement
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p'rop,one
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32 EXIST,
EXIST. RAMP
t
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TOTAL SITE AREA BEFORE R/W TAKING = 17,17 ACRES
EXISTING IMPERVIOUS BEFORE R/W TAKING - 656,959 SF - 87,83%
TOTAL SITE AREA AFTER R/W TAKING - 16.37 ACRES
PLUS SURPLUS PARCEL ( AFTER FDOT IMPROVEMENTS COMPLETE) - 0.23 ACRE
TOTAL SITE AREA (INCL. SURPLUS PARCEL) - 16,60 ACRES
PROPOSED IMPERVIOUS AFTER R/W TAKING AND SITE
MODIFICATIONS AND BLDG. RENOVATIONS - 640,691 SF - 88.60%
THERE IS ACTUALLY A 17,314 SF REDUCTION OF IMPERVIOUS AREA
THE IMPERVIOUS % IS HIGHER BECAUSE THE SITE is SMALLER
PROPOSED OCCUPIED BUILDING AREA - 182,250 SF
(NOT INCL. 21,716 SF TO BE LEFT VACANT)
EXISTING AND PROPOSED PARKING - 797 SPACES
- 4.37 SPACES / 1000 SF OCCUPIED
/'
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4' conc walk 11'~
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IREMOVE BROKEN TOP AND
CONSTRUCT NEW TOP
013"
EXISTING
r--
8::~@
-
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TO BE LEFT
VACANT
48,109 SF
-
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PP.
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0.2' east
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11--
10.00 UTlLlTY EASEMENT
O.R. BOOK 4621, PG. 1928 - 1929
r1
14'
~
EXISTING OAK
EXISTING PALM
EXISTING LIGHT POLE
@
~13"
L.P. .fI'
INDICATES AREAS OF PAVEMENT
TO BE REMOVED
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NEW PAVEMENT
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-,,/::' ENCLOSURE
, SEE DTL, T.
-
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INDiCATES LIMITS OF
BUILDING DEMOLITION
INDICATES LIMITS OF
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',/::' ENCLOSURE-
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(.)
SURVEY PREPARED BY
POLARIS ASSOCIATES INC,
PROFESSIONAL SURVEYING
2915 S.R, 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
S
H
E
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T
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w 1REMOVE CURBS I
tn I _ INSTAll PAVEMENTI
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.
THROA T ELEV = 43.49 I
INV W = 39.86
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CONTRACTOR TO
FIELD LOCATE
EXISTING WATER
LINE TO DETERMINE
IF RELOCATION IS
NECESSARY TO
KEEP AWAY FROM
PROPOSED FOOTINGS
AND SLAB
TOP ELEV = 41.17
INV N = 36.32
INV E = 36.34
: cone wall
F.O,
. .. I PP.
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asphalt
pavement
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@@
EXISTING
RET AIL
TO BE
REMODELED
30,320 SF
EXISTING FINISH FLOOR ELEV. 41,75
PER POI_ARIS SURVEYING, INC,
SURVEY PREPARED 8/03/00
AND liPDA TED 10/03/01
propane
tank
TO BE REMOVED
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evidence of underground
line along property line
CONTRACTOR TO REMOVE
EXIST. SEWER AND WATER
WITHIN AREA OF NEW
SLAB TO 5' OUTSIDE
OF SLAB. SEWER LATERALS
TO BE PLUGGED AND
ABANDONED IN PLACE.
WA TER TO HAVE BLIND
FLANGE INSTALLED AND
CONC. THRUST BLOCK
INSTALLED ON ENDS
L.P.
C)
>- 3:
CD 0
0
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RET AIL
TO REMAIN
9,989 SF
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NOT FIELD OqATEQ
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SEE PAVING, GRADING
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I c.- ~-
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\ 37.79 37.84
40.14 ~ I 40,14 . 38,00
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111/1 PLAN FOR NEW CONSTRU CT NEW ISLANDS
~()I.- ~ go...
.... "--10 LANDSCAPING AND HEADER CURB TO I
()()g ~~ ( ". HA VE 6" REVEAL
~ 38~
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1.51
41.09 I
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39,93
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1~J7'), .,. : t4097~~ 4OJ4 40:'" 4031~ 4019 ~~4032 4021~~ !Oos_'- ~4O~402t 4022 40.31 1811 :~ CUT CURB
: I ~ ::;~"":'\N"';';:';":;"'~" "" ""~ 41~ 4131 41JO ~ ICONSTRU4~~ HDCP. RAM~~ 4~ ~~UV~E~I~H
: 42,55 4?60 42,41 4Ug ~~~:."~~ 12' RAISED W,Al~K~~/;' .._.:.:'....:~:,. '-.. ,.~1~~.:;~.' ...'....... .~., -
ae~
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P:Jv EXPANDED /
( : _~"~:;. ..:f RETAIL /
43~ ,l43.81 ~ \ 30,000 SF
~ t TOP ELEV = 44.17 EXISTING SLAB, ASPHALT AND
" 43.83 g !~ E ~ PAVEMENT AND 0 ~';~.~.:~. LIMITS OF NEW BUILDING /
15 R.C.P~ ~ '/ HEADER CURB ~~ .1 ~'.w.bt..;.. PROPOSED 1 st FLOOR ELEV. 41.75 /
N ~ ..~. 0~~ ~ (~c 11~f?-.9", / / dt;:.x,( / / / / / / / /
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:f. \4.55 43.9 90 ~ ?(\ , .~ . , ~:. : '...; '. ,.".",,\ ' /
~: 7. v. 4 .' .,. ,..' . oJ V /
I~ .00 '/'W" 'So< fROM EAST END OF STORE TO /
,.J 0 u. rv. f t; ~~:2Y' I WEST END OF STORE TO ENSURE /
~~ t; ,0 P V .r :. ... ....... . /\ 'it? /PAVEMENT IS FLUSH AT BABY'S /
o 0 r.:' '.' ,.' .', '.',"~ Vo '0' fl US REAR DOOR, TAPER TO
~ C '~~"'" ,f;~D 'TRA~S,;,,:,'j Q SEE ARCH. PLANS FOR /
rL < D ~..&TE~ /<<:: ~"'^R~ .~D' '.PAn...: II ~ ash a I t /lOCATION OF DOOR. /
~ ~44.4 PA~"',/~ W"N' ..'.':,....,.~ P a v: men t IA/ / / / / / / / / ~ /
~ ~^ f',o 104l~'' 41.28 ,,/ /
45.08 f4 14489 44.' ~ SW "c:'%%mf~((({f(~<6~~~~:~~h;";0;122 u ~e~N~gTE~I~TS~~EET
~ : TOP ELEV = 41.17 O~///~~ ')(~'~A~~?~ ~w _ 37.03 ~ @ IE, - 37,38
,. INV N = 36.32 ~"'3' v .Y.
I INV E = 36.34 ,,~, ~S'--- _ - - - - - - - - - - _ _ _ _ _ _ _ _ - - -- .4-
,1 ~ ~ -~ - ~
't- ---- II 42.45 -r---::- 41.73 ~v
45.62 45.57 I :44.35 cone wa u v v o. ~ ,/ V V V lO
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C ~ 0 ~
';~:P.P. 'eLf. 45.9 '---- evidence of underground GTE line along property line "', co
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. 06,15
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CUT CURB
FLUSH WITH
PAVEMENT
:>
w
()
REMOVE ISLANDS
AND INSTALL ASPHALT
AND BASE PATCH
,So
::w-T
r"
~
41,93>
m.01
W
(f)
p
:)
42,54
~~1 t-v-1(/
<11 'OS'tT-
1f-1~ 6S ~ j)
R '-1 VI:
:>
p
EXISTING
RET AIL
TO BE
REMODELED
30,320 SF
EXISTING 1 st FLOOR ELEV. 41.75
:)
44.90
,;'30 I 4040
c..,_ 34 LF 18" RCP .....64
-ACt a _~ @ 4.00% 40.6!
~ 60 LF 6'. SOLlDl l/ (
[LCt ~ PVC@0.40%1 1, - PRO''''P'''''' OSED I I
~P' 41 -'lU.tl:l 4071 40.72
. .06 ~ '" GRAT~ INLET I:
~ ;E:C C~~~3~OUT -I--ttS_~T ~rIPE",,( ~OP= -3;.~62 - -J-: !~ -
., -t + - -t -- -- ~I-L -:-"- - I:
J- v ~ v _~ v II " y t.
1 t r ~.P,
LOO
@
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~(tT-
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'-1 VI:
EXISTING
RET AIL
TO REMAIN
9,989 SF
EXISTING 1 st FLOOR ELEV. 41.75
DIRECT ROOF DRAINS TO POND
.~
tLJ
\ 'w..J
asp h a I t ~~L~ 6;.4~~L1D 41.60j:~I.
\
INSTALL 6' HIGH ~1. 3
DECORATIVE FENCE 1
~rTHDE3<10~:-M~E WAL IpVC CLEANOUT
TO BE SECURED I,E, = 38,61
'tI.'t1 141.\8 41.23
\ -
EXIST. RAMP ~.20
'\
u.u
pavement
41.82
0001 I v ~}-J
oa.=u (l v
exist. edge of pavemenJ__
,
.
.- .-
L. p, ,.f(
@
40.05
EXISTING ELEVATION
EDGE OF PAVEMENT
PROPOSED ELEVATION
/
~p
<11
'6'S
.
.
INDICATES AREAS OF PAVEMENT
TO BE REMOVED
D
INDICATES AREAS OF
NEW PAVEMENT
6: .' :"" A: ":_
". ~ :-". :..... . - !
. ,," .
.- .t. . . "'. . . ..
. .
:: ... ".,. . .: ..
-, -
LIMITS OF
REDEVELOPMENT
== 1.17 ACRES
o
~ .rvvv-
247 LF 6" SOLID
PVC @ 0.40%
"""- -
.\
0c.
-\-
,/ G- \
v
\
;'
SAWCU~ TRENCH AND
REPAIR PAVEMENT
EXISTING LIGHT POLE
EXISTING MONITOR WELL
DIRECTION OF SURFACE FLOW
INDICATES LIMITS OF
BUILDING DEMOLITION
INDICATES LIMITS OF
NEW CONCRETE
LIMITS OF AREA
BEING TREATED AND
ATTENUATED == 1.17 ACRES
37.42
31
38.24
,........
J8~ I
39.07
L--
38,97
-
40.25
40.58
40.15
,A~
~". 0-
.27 ~~
144 LF 18" RCP
40.75 @ 4,00%
41.27
40.41
-
4}.08
..
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r,s,......
v
"
40,36
1141.07
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40.19
40.18
o
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40.11
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PROPOSEC
STORMWA TE
42.1 POND
~-
~5,24 1/
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40.41 1----
, 7,6
I
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\1
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I
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40,25 40.21
40.19
I
4
/
PROPOSED
GRA TE INLET
TOP = 40.18
IE, = 37,00
\..
41.39
~
65 LF 6" PVC
UNDERDRi~IN
I,E. = 38.75
(SEE DETAIL SHT,)
I
41.9
OUTFALL STRUCTl
'*-- I.E. 38.75
. - (SEE DETAIL SHT.
r M.E.S,
liE. = 35.64
I\-
41.27
.J'
/.
~ 4026
1/41.52
1/'41.58
41.25
~~
\
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GRA TE INLET
TOP = 40.70
I,E, =
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THROA T ELEV = 43.49
INV W = 39.86
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asphalt
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EXTEND EXiSTING
FIRE HYDR ANT TO
NEW LANDSCAPE
ISLAND
@
backf/ow
prevention
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S C 0 S.C.O.
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. .:.... .:" ..~:~.\ '.:- :~.~~\ 0' "RAISE~' W~L~ ~. :;>.~...:.::.\:'.."> ':;'~~.'~~~.:.:/;i :..~>/: .:~:.:<:. .j~.:::.~~.\".".;~~"'" . :~~~6o~'~~~~'~+' 1~;' ~:I~~~':~~;~~'~ '. ~.,~: :~\.>:<..~.>..:
:...... . . ........ . ~ _... ........ ........4... ,......4:.....
CONTRACTOR TO
FIELD LOCATE
EXISTING WATER
LINE TO DETERMINE
IF RELOCATION is
NECESSARY TO
KEEP AWAY FROM
PROPOSED FOOTINGS
AND SLAB
CUT 2" HOLE IN 36"
CMP AND INSTALL 22 LF
OF 2" PVC SUMP PUMP
DISCHARGE
I~
CL
012
w 5:2
I- (()
~ w
glo
-l :;;E
o ~
QIlL..
lL.. 2
I- W
o ~
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CONSTRUCT 230 LF
NEW 8" PVC WATER
LINE IF EXiSTING
LINE IS DETERMINED
TO CONFLICT WITH
PROPOSED SLAB
AND FOOTER. MIN.
FROM COMPACTOR
AND TRANSFORMER
TOP ELEV = 41.17
INV N = 36.32
INV E = 36.34
INSTALL NEW 8"
GATE VALVE AND BOX
--:;onc wall IF LINE is RELOCATED
SAW CUT PAV'T., TRENCH
AND REPAIR PAV'T. TO
CORE DRILL EAST WALL
OF EXIST. INLET AT
IE. EL 38.70 TO ACCEPT
NEW 12" PVC AND INSTALL
34 LF 12" PVC
DOWNSPOUT COLLECTION
PIPE @ 1.00% TO WITHIN
5' OF NEW BLDG,
GROUT NEW OPENING
CONTRACTOR TO CHECK FOR
CONFLICT WITH EXIST. WATER LINE
along property line
L-w-,-~I
----W-:.J
NOT F1ELrJ LOCATED
TAKEN FRO~ DESIGN PLANS
a s
I
pih a I t
e 1m e n t
p a v
EXISTING
36"C.M.P.
W
underground
SAW CUT PAV'T., TRENCH
AND REPAIR PAV'T. TO
INSTALL NEW 2" PVC DOMESTIC
WA TER SVC. WITH BACK FLOW
PREVENTOR AND 8" FIRE
SVC. WITH FIRE DEPT,
CONNECTION. CONNECT TO
EXISTING 8" C.I, WATER LINE
EXISTING SAN. SWR. SVEJC
TO BE USED FOR REMODEL
CONTRACTOR TO CONFIRM
LOCATION AND ELEVATION
~
-w- - - - - ~SANIT~RYPIPr - ~
-...(SS"--- - - - - - - -
'-.7
PROPOSED FIRE
DEPT. CONNECTION
EXISTING
RET AIL
TO BE
REMODELED
30,320 SF
EXISTING FINISH FLOOR ELEV, 41.75
PER POLARIS SURVEYING, INC,
SURVEY PREPARED 8/03/00
AND UPDATED 10/03/01
I~
CL
012
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jl~
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EXISTING WATER SVC.
TO BE USED FOR REMOGEL
IF SIZE IS ADEQUATE.
CONTRACTOR TO CONFIRM
propane
tank
TO BE REMOVED
(()
z
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CL
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SAW CUT PAV'T., TRENCH
AND REPAIR PAV'T. TO
INSTALL NEW GAS LINE.
CONTRACTOR TO CONFIRM
SIZE WITH ARCHITECT,
GAS LINE TO BE EXTENDED
TO CONNECT TO END OF
EXISTING LINE. EXACT END
OF EXiSTING LINE UNKNOWN,
CONTRACTOR TO VERIFY.
SAW CUT PAV'r., TRENCH
AND REPAIR PAV'T, TO
EXIST, 8" SAN. SWR,
AND iNSTALL NEW 6"
PVC SAN. SWR.
SVC. @ 1,00% MIN,
CONTRACTOR TO CHECK FOR
CONFLICT WITH EXIST. STORM SEWER
AND WATER LINE
CONTRACTOR TO USE EXTREME
CAUTION WHEN CONNECTING
TO EXISTING VCP PIPE.
SAW CUT PAV'T., TRENCH
AND REPAIR PAV'T, TO
CORE DRILL NORTH WALL
OF EXIST. INLET AT
IE. EL 38,80 TO ACCEPT
NEW 12" PVC AND INSTALL
36 LF 12" PVC
DOWNSPOUT COLLECTION
PIPE @ 1,00% TO WITHIN
5' OF NEW BLDG.
GROUT NEW OPENING
CONTRACTOR TO CHECK FOR
CONFLICT WITH EXIST, WATER LINE
~
INDICATES AREAS OF PAVEMENT
TO BE REMOVED
D
Cf(l
~
INDICATES LIMITS OF
NEW CONCRETE
INDICATES LIMITS OF
BUILDING DEMOLITION
INDICATES AREAS OF
NEW PAVEMENT
EXISTING
RET AIL
TO REMAIN
9,989 SF
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SEE PAVING, GRADING
AND DRAINAGE SHEET
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LIMITS OF EXISTING GAS LINE
AS SHOWN ON POLARIS SURVEYING
AS BUILTS DATED 8/03/00
CONTRACTOR TO CONTACT
CLEARWATER GAS FOR ASSISTANCE
IN CONFIRMING LOCATION AND
CONSTRUCTION OF EXTENSION
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S
H
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TREE INCHES
OAK
PALM ED ON SITE
E TO BE REPLAC Y A DONATION
36" OF PALM ARLL BE REPLACED B 00 PER INCH.
" F OAK WI K FUND @ $48.
165 0 TREE BAN
TO THE CITY
165" X $48,00
= $7,920.00
165"
36"
A
~
SITE PLAN APPROVED
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ON NAME
BOTANICAL COMM
CANOPY T~E~IRGINIANA/L1V/\2u;~ERN LIVE OAK
QUERCU GRANDIFLORA
MAGNOLIA
UNDERSTORY TREE INDICA/CRAPE M~RTLE
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MAPLE TREE M/RED MAPLE
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O.R. BOOK 4621, PG. 1928 - 1929
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GROUND COVER PLANT
SOIL PLANTING MIXTURE
GROUNDCOVER PLANTING DETAIL
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~ . LOOSEN ROOTS IF THEY
5 ;I J HA VE BECOME ROOTBOUND
IN CONTAINER
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3" EARTH SAUCER ~ ~:::./ i p ~{R: / FINISHED GRADE
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TYPICAL SHRUB PLANTING DETAIL
18"
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3" MULCH OVER
PLANTING AREA
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LOOSEN TOP 1/2 OF :1111 ~.. ',>- ~. ~>: '1'''=
BURLAP & REMOVE TOP ffiml '.' .:-.". . .:. . " .: :.".: .,'. '. :',:'. ,z ' ..... I II:
1/3 OF ROOTBALL SUIPPORT ~ '.~ .:.,. :'.:,' ':.' .." "',' ,tq. .~ ;" 'd:. 1=
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3" 4"
NOTE: USE DETAIL
ON ALL SHRUB BEDS
NEXT TO GRASSED
AREAS.
NOTE: PLANT TREE SLIGHTLY
ABOVE ORIGINAL GRADE TO
ALLOW FOR SETTLEMENT.
WATER TREE IMMEDIATELY
AFTER PLANTING.
NOTE;
LA WN/PLANTING AREA EDGING DETAIL
TREE PIT DETAIL
DRIP LINE
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2/3 DRIP LINE
SPECIFlCA 110NS - WOOD BARRIER
1, MINIMUM RADIUS TO BE PROTECTED:
A, HARDWOODS - 2/3 OF DRIP LINE OR 6', WHICHEVER IS GREATER.
B. PINES - DRIP LINE OR 6' WHICHEVER IS GREATER.
2, MINIMUM 3' IN HEIGHT,
3. METHOD OF ERECTION (SEE DIAGRAM):
FOUR CORNER UPRIGHTS OF NO LESS THAN 2" X 4" LUMBER WITH HORIZONTAL
MEMBERS OF NO LESS THAN 2" X 2" LUMBER,
4. BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION OR
NEARBY TREES ARE REMOVED.
5, BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF AREA.
MINIMUM ~ Yl=- MINIMUM
2-X4- J 2-X2w
2/3 OF THE DRIP LINE
FOR HARDWOODS
HARDWOODS
DRIP LINE
FULL DRIP LINE FOR PINES
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REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO
MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY
INCLUDE CITATIONS AND/OR PERMIT REVOCATION.
NOTE TO CONTRACTOR:
TREE BARRICADES & EROSION CONTROL MEASURES
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MINIMUM MINIMUM
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ROOTS LARGER THAN 1" IN DIAMETER WILL BE CUT CLEANLY AND COVERED OVER WITH SOIL.
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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 EQUALLY
SPACED FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY
TWO JOINTS. WHERE THE MINIMUM. 18 INCH SEPARATION CANNOT BE MAINTAINED,
THE SEWER SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20 FEET
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
FEET 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:
GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO
EDGE. I N CASES WHERE I TIS NOT PRACT I CAL TO MA I NT A I N A 10 FOOT
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 INCHES
ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE
STAGGERED,
FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN.
SANITARY SEWER/RECLAIMED WATER AND 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
FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE
MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS
OR SEWAGE COLLECTION LINES, AN 18 INCH VERTICAL SEPARATION SHALL BE
MAINTAINED AT CROSSINGS.
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS
IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, A 10
FOOT HORIZONTAL AND 18 INCH 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, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION
(DEP) 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.
SANITARY SEWER NOTES
1, ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
GENERAL CONSTRUCTION NOTES
1, ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM.
2. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA,
4, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. THE CONTRACTOR is RESPONSiBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
5, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE
WORK PERFORMED BY THE CONTRACTOR.
6, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION,
7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES, THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST
REVISIONS AND/OR LATEST EDITION.
9, ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK,
10, THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE, ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
11, AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED, ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES,
IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
COMPANIES.
13, BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99.
14. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
15. REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE OR
BETTER.
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6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING
ANY EXISTING STRUCTURES FROM THE SITE,
8. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY
FOR ACCURACY, PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND
TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY, THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE
PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE
UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY
COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO
THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED,
9. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
~NDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES, SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION,
10. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
11. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE,
12. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
13. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS. IN ADDITION,
THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON
THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND
EX I T THE SITE. IF, I N THE OP I N I ON OF THE ENG I NEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO
IREMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR
AUTHORITIES.
14. IF WIND EROSION BECOMES SIGNIFiCANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
15, THERE IS TO BE NO DISCHARGE (I.e. PUMPING, SHEET FLOW, SWALE, DITCH,
ETC.) INTO EXISTING LAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF
SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING
LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRUCTION,
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2, ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS,
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS,
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 200, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMA I N" ,
7, ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21,50
(AWWA C 150) AND ANSI A21,51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21 . 6, A 21 ,8, OR A 21 . 51 ,
8, ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D. I .P. ARE TO BE POLYLINED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING,
10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL
SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS AND
SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
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SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
OWNER'S ENGINEER, CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE INSPECTION,
2. THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL
GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATION AGENCY HAVING
JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD
AND SUBMI fTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION, SAID TESTS
ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL, COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY,
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1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
SAFETY NOTES
1, DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS
REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE
TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY
REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE
FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
2, THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE
OF FLORIDt" MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND
HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS: SHALL BE
FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND
REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS
NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE
PROJECT L:MITS,
3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS
SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY
THE U.S, DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION,
4, LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY
OSHA IN T~E FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
5, IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND
ENFORCE ALL APPLICABLE SAFETY REGULATIONS, THE ABOVE INFORMATION HAS
BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY
THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY
REGULATIONS.
3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY.
4. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21,50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21,6, A 21.8 OR A
21,51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
5, ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104,
6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
7. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS,
8. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241,
9. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89,
10. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
11. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509
12. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL.
13. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND
SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL
POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE
COORDINATED THROUGH THE LOCAL REGULATORY AGENCY,
14, THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL
SHOW THE LOCATIONS ON ALL WATER MAINS AND SERVICES. THE CONTRACTOR SHALL
PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.
PAVING. GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E, MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
is TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER,
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS,
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED, DEWATERING SHALL BE USED AS REQUIRED.
3, IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE
ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE
WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES.
4, PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL,
5. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
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16. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
17, ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY
AND ENGINEER OF RECORD.
18, CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY
ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING.
MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW
SERVICE LINES, THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR
SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS
PERSONNEL, THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE
RESPECTIVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A
CONSTRUCTION AREA.
19. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERTIFICATION, IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING
CONSTRUCTION, RE-ESTABLISHED BY A PROFESSIONAL LAND SURVEYOR,
20. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT Or
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
21, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH
THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING
REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS, UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS
TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
22, THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO
BIDDING THE PROJECT AND COMMENCING CONSTRUCTION,
23, THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING,
24. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE,
25. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
26. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER,
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6. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FDOT STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES, SEE "EXTRA BASE FOR CROSS CULVERTS UNDER
FLEXIBLE PAVEMENT DETAIL,"
8. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS",
9, ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS I I I (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
10. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
11. PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE
STRUCTURES. PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO
END OF PIPE,
12, ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
13. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND,
14, MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, 1991, OR LATEST REVISION THEREOF AND
SUPPLEMENTAL SPECIFICATIONS THERETO.
15. UNDERCUTTING AND/OR OVEREXCAVATING THE RETENTION/DETENTION AREAS WILL
NOT BE ALLOWED.
16, THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW
FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES
INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE
CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO
THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT
SYSTEM,
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WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1, ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER, PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS, CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2, CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE
BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY,
CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM,
COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER,
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CLEARING AND EROSION CONTROL NOTES
1, PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE
CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL
REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN
GOOD CONDITION, NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT
WRITTEN APPROVAL FROM THE OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH TH SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION, DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1, THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL, THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE AN INSPECTION.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT,
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETiON OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET,
3,
3,
THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" is PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
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BY USE OF A TAMP OR ROLLER FABRICATED
WITH AN IMPRINT SURFACE OF EITI-lER 1" MESH
0.250 WIRE CLOTH (PLAIN WEAVE, CONVEN~ONAL
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BOLLARD.OWG 06/02/94 NTS
NORMAL 40'-0" WITH 4' WIDE SIDEWALK
MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK
.::;'.~ ':: .'~ ;: '. ':': :;;':< ;:: .~:' .~ ' '.:. .::.;",,:;;". .':.: '.: '. .>: '.. '
~ EXPANSION JOINT W ~STRUCK JOINT
6' MAX
1/2" EXPANSION JOINT
FULL DEPTH / BROOM
FINISH ~
1/4" -Ii
II -D/W
.: ~ '. ....:: --:. ..:;. :.
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EXPANSION JOINT
STRUCK JOINT
NOTES:
1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER
THAN DRIVE\{AYS, MAXIMUM SPACING SHALL BE 60',
2, EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED
PREFORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE.
(.)
-I
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....
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12"
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PAINT WHEEL STOP
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12"
I ·
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1/4.....;-. .' ...w...... '., .....::....'.'JJ.. ..... "~ ":'" .,:.' ,:-.-. .' '-. "'4 \
11.<-.:.'.:~.:~::...4.4:~,~~:~..:...::..... ....1. ..; ~.:. '~'. <..:.,~::.~.~~...:..:/:.: .~.:/..<J<...:.....:~....:-~.::~:
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~ 8" ----------
5"
I
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/PAVEMENT SURFACE
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WHL-STOP,DWG 09/01/94 NTS
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STOP @ EACH SIDE OF CJ'S
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WITH 6x6 W1.4xW1.4
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NOTE:
1. TRENCHES LOCATED UNDER PAVEMENT
SHALL BE COMPACTED TO 100% OF
MAXIMUN DENSITY BY A.A.S.H.T.O. T-99,
METHOD C.
2, TRENCHES NOT LOCATED UNDER PAVEMENT
SHALL BE COMPACTED TO A FIRMNESS
EQUAL TO THAT OF THE SOIL ADJACENT
TO THE TRENCH.
3. REPLACEMENT OF PAVED SURFACES SHALL
BE MADE IN ACCORDANCE TO APPUCABLE
LOCAL REGULATIONS.
. . .. EXISTING PAVEMENT EXISTING GRADE 7
. '<<~7~~'~ 0:xA '. '. '. '. '. '. '. '. " ........... V,,~,/ /'(/ F -r- T
' \, ;~\'.' .... . '.' ...............,.................... . '.' . '. . .... >>'
~~"::':":'::':":'::':":":':":":':":":':":":.:..:..:.:-.:..:.:..:..:.:..:..:.:..:..:.::.:.,:.'~
EXISTING ROAD BASE ~ . .... .... .... .... .... .... .... .... .... .... ...... .... '/>>
y/ '. '. '. '. '. '. '. '. '. '. ". '. '/.(">
~ ....... ....... .....'. ....... ....... ...,... ....... .... '. .... '. .... '. .... .... . '. '. . '. ~ ~~!dPr1~R~
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~ . .' . .' . .' . . . . . . . . . . .' . .' . . . . .' . .' . .' . . l~ 12"p~OVE
~ ~ C~~IN
~ ~ ~ 6" LAYERS
~ ~~
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~ ....................1( "\ ..... ......'...... ~~
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COMPACT IN
3" LAYERS
.
TRENCH BACKFILL
DET AIL
BUILDERS FEL T~
[:' '.
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\ USF 7610 HANDHOLE
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CONCRETE PAD
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/' .._IN UNPAVED AREAS
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45. WYE
STOPPER AS
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CLEANOUT
CLEANOUT,DWG 06/12/94 NTS
--
NOTES:
1. ALL CORPORATION STOPS TO BE FOR USE
WITH DR 9 (C.T.S.) P,B, TUBING,
2. SERVICE SADDLE REQUIRED FOR ALL P.V.C. TAPS.
3, METER ONLY, TO BE FURNISHED BY P.C.W.S.
4. METER BOXES SHALL BE CONCRETE PER P,C.W.S. SPECIFICATIONS.
5, CORPORATION STOPS SHALL BE TAPPED DIRECTLY
INTO DUCTILE IRON PIPE. NO TAPPING SADDLE
IS REQUIRED.
CUSTOMER
SIDE
5/8n x 3/4" OR 1" METER
(FURNISHED BY P.C.W.S.)
J
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~" '^ " ,.'\.. "Y>-: ~^ "7)" v'\.. '-.'7', ""A ,,'\.."'7';;
STANDARD CONCRETE "7~t~
METER BOX WITH ~ .~.
CAST IRON UD ~~ :
/
3/4" OR 1" SERVICE TUBING
~~
- reLP/
~
3/4" OR 1"
METER VALVE ASSEMBLY j
(WITH C,T.S, COMPRESSION-
FITTING & METER SADDLE NUT)
~
ll'l~ ~ 3/4" OR 1" CORPORATION STOP
) ~ (WITH CC THREADS &
C,T.S, COMPRESSION FITTING)
3/4n OR 1 n BRASS METEH
CPLG. WITH MALE I.P.
THREADS ON TAILPIECE
-
(
-
L 3/4" OR 1" SERVICE SADDLE
W/ CC THREADED INLET
APOXY COATED SADDLE
STAINLESS STEEL STRAPS
3/4" OR 1"
SERVICE DETAIL
c:::-"
I
4" SCH. 40 STEEL PIPE (MIN.) SHALL
BE USED FOR PROTECTION OF
FIRE HYDRANTS, ;Y
6" D.I.P. OR SCH, 40 STEEL PIPE SHALL
BE USED FOR PROTECTION OF
BACKFLOW DEV1CES. BOTH ARE TO BE
FILLED WlTH AND SET IN CONCRETE.
PAINT SAFETY YELLOW____________
48" MIN,
(EXISTING PAVEMENT
/ EXISTING BASE
EXISTING GRADE ~ ~
. ..9
~
.. .
.......-.. .-...... .~''-'''''' ...........-...-........
q'
<l
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.
'd . ............................
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'. 4",
r \ UNDISTURBED
~ SOIL
,4'1 ....
. '.<1
<l
q
0.40 YD3CONC. MIN, ~
(2500 P.S.I.)
"<I'"t/! .
;, . ':4 -
<l '~.,
q
48" MIN.
q .
'. ..<l
I
.q
'. .
~ <l. '. 4
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I ~" ll811"'" I
--- 24" MIN,--
INSTALLATION
~O.
(1'}j5.
e~
A-R
-:~:
~~
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0"
HYDRANT GUARD
LAYOUT
FIRE HYDRANT GUARDS
DITCH WIDTH (W) + 4'-0"
6" I
SURFACE REPLACEMENT
TWICE THE ORIGINAL
THICKNESS - SEE NOTE #4-
r-1rSAW CUT
f-
2T OR 10" MIN,
BASE CONSTRUCTED
IN TWO COURSES
AND PRIMED,
AREA
3
REPLACEMENT BASE
SEE NOTE #3 J
/
~
TYP. ~
6" LIFT
6" LIFT
Z
.::2
co
to
AREA
2
SEE NOTE #2
12" LIFTS
AREA )
SEE NOTE ~6 C
PIPE ZONE ~[
o
~.~.~
.1
T = THICKNESS OF
ORIGINAL BASE
DIAMETER, 0, VARIES
TRENCH WIDTH, TW
MAX. = D+3'-0"
MIN. = 0+2'-0"
TW
GENERAL NOTES:
1. Base and backfill materials shall be either of the same type and
composition as the materials removed, or of equal or greater struc-
tural adequacy, Material contaminated with deleterious substances
during excavation shall not be used.
2, The area of the trench above the pipe zone and below the base
course must be backfilled and compacted in layers not exceed-
ing twelve inches, except that the last two lifts shall not
exceed six inches per lift.
3, Base material shall be placed in two courses and each tested to meet
specified density.
4, Replacement asphalt shall be twice the original pavement thickness
with a minimum of two inches and be of Type S1 or S-3,
5. lAW Subdivision Ordinance, shoulder extends eight feet from edge of
pavement. Use LBR 30 (or better) back-fill material in top 24 inches
of trench.
6. All fill up to the spring line of the pipe must be hand tamped,
OPEN CUT DETAIL
/ Z" BALL VALVE
BRONZE
~2"X 90. ELBOW
~~
36" -4 ~J ~~ 12"-
FLUSHING & SAMPLING _ I -1
ASSEMBLY -~' ,liB
2"x 3/4"TEE-/ \"II'
GALVANIZED 3/4" THREADED \
NIPPLE
1 14' 8" ~
i ,1 ~ ~I- - ~ ~ -. I <1 1-. I - I. ~I ~ ~
I r:- r - -0 -:- - ~ a-: - U -1- .- l - 1
I r- I ': L . .... ". 'S'" . I ~ I
OJ I . I . '. . '. Ll . I I
~ I ~ A . 43.'~ DIA. ~TEEL' .' .I<~ I
r- II :.,,:J BOLLARDS f'J. ,1 .: _ 'I
r- I . '. CONe., FILLED I
I - I' ~ J'- I
I ,1 .~ ..1 ~ I
1_1<1 00 -1'Ll -1 I.~ I
I . I ' . . ~ '. I.. I
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- I L---f1-- ~4'--,---~_J I
71ft.... . . ,1., t:\ I
o DROP PIN 0
HOLE - TYP.
-
TIE BEAM WITH
2-#5 REBAR
CONTINUOUS
~ 12' CLEARANCE
MIN,
~
df
1
SWING
GATE
TYP.
...
1-#5
REBAR
@ 4'
CTRS, -
DROP
PIN
TYP.
I
o
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1
48" MAX,/
36" MIN,
~
P 3000PSI CON~E
L ~~~1T~" CONCRETE SLAB - MONOLITHIC
FOOTING WI 2- #5 MIN, 6" THICK
REBAR - TYP. 6"X6" 1 0/1 0 WWF
DUMPSTER ENCLOSURE ELEVATION
3/4" SIIJ... COCK
~
EXISTING
r GRADE
~
,~>>>y^'Y'~'Y>Y'~~~)>>~))/~~~~
5. GATES
CaNST. OF MIN. 1-1/2" DIA. GALVANIZED TUBULAR
STEEL W/ PRIVACY SLAT INSERTED IN GALVANIZED
STEEL MESH FABRIC, HINGE MOUNTED ON MIN, 3"
DIA, GALVANIZED STEEL POST. (GATES AND POST
CONST, AND INSTALLED PER BLDG. CODE BY
LICENSED CONTRACTOR.)
6. DROP PIN
1/2" DIA. 18n LONG METAL ROD GATE LATCH.
PROVIDE 3/4" DIA. HOLE 6" INTO CONC. FOR RODS.
IN ASPHALT 3/4" PVC SLEEVE 6" LONG OR EQUAL.
7. SOIL
SOIL BEARING CAPACITY SHALL BE AT LEAST
2500 PSF.
';.-,z" GALV. PIPE
/ (TYP.)
~~W~'<{"'~~W-,,>:--'<
:V~0{(f.{<<.;((l~trJy
PLAN
~
/~~
'0(~
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NOTES:
1. WALLS
NEW CONST.: MAX. 6' HIGH AND CON ST. OF
CONC., BLOCK(8X8X16). MATERIALS USED SHOULD
BE CONSISTANT WITH THOSE USED IN CONST,
AND STYLE OF PRINCIPAL BUILDINGS,
2. FOOTINGS
8X16 CONC. W/2-#5 CONT. REBAR IMBEDDED.
3. CONCRETE SLAB
MONOLITHIC, MIN. 6" THICK W/IMBEDDED 6X6
10/10 WWF, 3000 PSI.
4. CONCRETE FILLED CELLS
WITH 1-#5 VERTICAL REBAR TIED TO
FOOTER STEEL AT EACH CORNER AND
EVERY 4' O,C,
U
ril
p..
r.rJ ~ 'T-1
. ~ ~'
~ 8 ~B~
--&~
u
2"x 6" NlPPLE,
2" GALVANIZED
THREADED PIPE
GALV.~ !
\ ~c,
~vIJJ,.J NOTE: PIPE TO BE RESTRAINED
PER P.C.W.S, SPECS. FOR
DEAD-END CONDITION
_l2"X 90' ELBOW. GALV.
FJ ?---
I L RESTRAINED
THREADED TAP
2" PLUG.
CONCRETE MASONRY WALL CONSTRUC~ON
MA TERIALS, CONSTRUCTION AND QUALITY CONTROL OF MASONRY SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE (UBC) CHAPTER 24.
GENERAL CONDIllONS AND CONSTRUCTION REQUIREMENTS SHALL BE APPLIED AS SPECIFIED IN UBC, SECTION 2404(F) DURING GROUTED
MASONRY WORK.
1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60. VERTICAL REINF. SHALL BE PLACED
IN THE CENTER OF THE CELL, AND SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM. 2. IF A SLAB DOWEL DOES NOT LINE UP WITH A
VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN A ONE HORIZONTAL IN 6 VERTICAL. 3, HORIZONTAL WALL REINFORCEMENT SHALL BE
STD. TRUSS TYPE DUR-O-WALL ( OR EQUIV) AT 16" O.C. 4. HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT
CONFORMING TO ASTM C-90, WITH A MIN, COMPo STRENGTH OF 1900 PSI. 5, MORTAR SHALL BE TYPE M OR S, IN ACCORDANCE WITH ASTM C-270,
PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL
AND VERTICAL. 6. COARSE GROUT SHALL CONFORM TO ASTM C-476, WITH A MINIMUM AGGRAGATE SIZE OF 3/8", 8" TO 10" SLUMP AND A
COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. 7. MIN, 3"X3" CLEAN OUT HOLES ARE REQUIRED AT THE BOTTOM COURSE OF ALL CELLS
TO VERIFY GROUT PLACEMENT, CLEAN OUTS SHALL BE SEALED AFTER INSPECTION - PROVIDED IN ACCORDANCE WITH ACI531-4,6 AND BEFORE
GROUTING. 8, PRIOR TO GROUTING, THE GROUT SPACE SHALL BE CLEAN, WITH NO MORTAR PROJECTIONS GREATER THAN 1 /2", MORTAR DROPPINGS
OR OlHER FOREIGN MATERIAL. ALL CELLS SHALL BE IN VERTICAL ALIGNMENT, AND SHALL BE FILLED WITH COARSE GROUT AS SPECIFIED.
9. DURING PLACING, GROUT SHALL BE CONSOLIDATED WITH FLEXIBLE CABLE VIBRATOR. FIRST GROUT POUR SHALL BE STOPPED A MINIMUM
OF 1 1/2" BELOW THE TOP OF THE MIDDLE BOND BEAM MASONRY.
NOTE: PLUG 2" TAP
AFTER REMOVING
SAMPUNG ASSEMBLY
18" MIN,
Z4 MAX.
2"TEMPORARY BLOW OFF
ASSEMBLY
SAND GROWN SOD
ENTIRE SIDE SLOPES
PIN IN PLACE IF
NECESSARY
~1
/" ~.O'(M'N)
WA TER QUALITY EL = 39,68 17
OPEN GRADED GRAVEL
(NOT L1MEROCK)
6" PVC
- PERFORA TED
6"CONC, SLAB W/
6x6 10/10 W,W,M.
NWL - 39.5\)
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SAND FILTER MEDIA SHf,LL MEET THE FOLLOWING CRITERIA:
A) WASHED MATERIAL ~EETlNG FOOT ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND QUARTZ GRAVELS,
OR MIXTURES THEREOF (LESS THAN 1 PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH is SUITABLE TO RETAIN THE SiLT, CLAY AND ORGANIC MATTER WITHIN THE FILTER; CALCIUM
CARBONA TE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE;
B) UNIFORMITY COEFFICIENT 1.5 OR GREATER; AND
C) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER.
en '-; e'
8" CLEAN COMPACTED FILL
(96% DENSITY - TEST LAB)
PERMEABLE FILTER FABRIC)
IMPERVIOUS L1NER30 MIL,
(MINIMUM) THICKNESS
.CX)
POND 8TM = 32.0
STABILIZED SUBBASE
CONCRETE SLAB DETAIL
N,T.S,
POND SIDE DRAIN DET AIL
NOT TO SCALE
B
L
f
r- Inlet Type e Symmetrl<x11 About f
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:::-- ) - S- Tt,! j
5" (!J Conorete --- ~_,l'
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10'-0'
f
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1""1" '\ -
Bock Of Curb-.........
Face Of Curb../
11'5 Bars", 9" J L>-- IS' " Conorete Support Post
INLETS TYPES I AND J
I:
3'-0'
13'-0'
L..A
PLAN (INLET TYPE 2 SYMMETRICAL ABOUT If)
PLAN (INLET TYPE 4 SYMMETRICAL ABOUT If)
To Be Paid I
For As C. & G'I
:f;~~
Guffer
Trans.
SECTION BB (INLET TYPE 2 SYMMETRICA
To Be Paid I LImits Of Inlet Construction .1. To Be Paid
For As C. & G. 1 I For As C, 8< G.
F.L. Of Guffer", ,/;;>1:::: ii".l?oj I ...-f 111-
::*:=t. " ~ I 3..- ;:;:r
Tt,ql ______.1 I I T[
Back Of Curb--....",
11'5 Bars_./
---- .../'9"
LImits Of Inlet Construction I To Be Paid
I 1~~1AS C. &G. 1 ~
~ I~ ~~
10',0' ; 03'-0' I 3'-0' I
. I Gutter
Trans.
Face Of Curb .../
03' -CI'
Guffer
Trans,
3' -0' 3' .0'
I Gutter
Trans,
5'-(/'
LA
IS' " Conore te Support Post
11'5 Bars '" 9"
INLETS TYPES 2 AND 4
SLAB REINFORCING
ABOU T If)
SECTION BB (INLET TYPE 4 SYA METRICAL ABOUT V
l
I 4'-0' 1'-6'
" I I'-k- ~n
II I Ir ~Tt,t-?" n
5' (!J Concrete /~~ -----
Support Post I m~
1 ' ~
I I W. e'-O'
3'-6' ~
4'-0'
~4'-(/ j 1'-6' 1
' 1'''-6'':~'~
In II ~f=9Tt,r?'.:a
IS'~ Concrete..-- Tt, ~ I
sUiport Post ,~~ I
II 1'-9"1
6"1 '
GENERAL NOTES
C-
See Note ~
No.4":"
I-
6" Conorete Or I I
8" Brick, 6" I
I. The finished grade and slope of the inlet tops are to
conform with the finished cross slope and grade of the
proposed sidewalk and/or border.
e. When Inlets are to be constructed on a ourve. refer to th~
pions to determine the radius and, where necessary, modify
fhe Inlet details accordingly, Bend steel when necessary.
3. All steel In inlet top s/1011 have 1 t' mlnillXlm cover uniess
otherwise shawn. inlet tops s/1oll be either cast-In-piace
or precast conorete.
4, The rear wall portion of iniet tops Types I, e, 3 8< 4 may
be constructed with brick, Dowels to top slab required.
For supplemental details see Index No. 2.01.
Only round conorete support post wIll be acceptable,
These Inlets are to be used with Curb and Gutter Types E
and F. Locate outside of pedestrain orosswalk where practical.
For sturoture bottoms see Index No, 200,
Inlet to be paid for under the contract unit price for Inlets
(Curb) (Type_J. Each.
See Note "-
No,4 ":"LI ..0-
6" Co~orete O~..../ 16' J
8" Bnck. jj .
DIMENSIONAL SECTION
DIMENSIONAL SECTION
5.
5,
9"1.6".1.7'" 1Ot'1I'6 Top Bars 7,
I: t- KJf :~1I'5 Bottom Bars 8.
2J t' For 3' -6" Structure Bottom 9,
#7 Bottom Bals~' . ISfFor 4'-(j' Structure Bottom
#5 Bars ~ 9" ctrs, I 9' ~!
1 I -:::: 00')
1- ~ 2'
"'~~[
~ Tt, 1'-6' 11'4 Bars", 8" Ctrs
l.~ '
~
DIMENSION 8< REINFORCING HALF SECT/ON
TYPES A 8< E CURB (HALF SECT/ON AA)
(TYPE E GUTTER SHOWN)
3 & 4
I of I
210
INLETS TYPES I AND 2
INLETS TYPES 3 AND 4
11'5 Bars
11'5 Bars Unless
~o/t Otherwise Shown
6"'9"9'K;'
11'6 Bars '" 9' ctrs,
\
: II~~~
1I'7Bars/ ~
t ~ #4 Bars", 8" Ctrs,
3'-6" Diameter .1
I.
~1I'5 Bars Unless
i.' 1.' I...Otherwlse Shawn
9" 6" 7r 7r F;
11'6 Bars", 9" Ctrs,
11'5 Bars '"
(j 9" Ctrs. I
11'.11
~,6 Bars ~ I
" 9" Ctrs.
Ii
'L2,ll i I!~~~~
I #r BarsAq.: 1'-5
t 11'4 Bars", 8" Ctrs.
4' -0' Diameter ~
I
I
i
11'5 Bars
II
11'4 Bars
'" 8" Ctrs, AI.
Both Ways
#4 Bars
'" 8" ctrs. ~
Both Ways
CURB INLET TOPS
TYPES I, 2, J, & 4
I
I.
REINFORCING SECT/ON
3' -6" DIA. STRUCTURE BOTTOM (SECT/ON AA)
REINFORCING SECT/ON
4' -0" DIA, STRUCTURE BOTTOM (SECT/ON AAJ
TRANSVERSE SECTIONS FOR INLETS TYPES I, 2,
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11
JNW COR, NW 1/4, I
NW 1/4, SECTION
17-29-16
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(' ~OUNO
PINELLAS
COUNTY DISK
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THRO~ T ELE V = Ja.58
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W 1/4 COR.,
SECTION
17-29-16
<t
CURVE DELTA
4 53'D8'31"
3'08'19'(D)
5 84'23'09"
6 33'45'53'
7 39'34'24"
8 43'06'27"
9 46'41'14"
10 15'26'53'
11 9'05'08"
~W ELEV = 25.H
N 89'34'59"E (F) 1345.00 .'.\\~~TE~H,.'~'98I\ ~wmV.27.02
S87'47'27"W 64.24(C) IHV N - 20.,. THRO~T my - 26.16 I fN&:D
S88'16'04'W 64.24(D) /D R E W S T R E E T NORTH BOUNDARY OF THE NORTHWEST 1/4 OF SECTION 17-29-16 I~H:~b1 :~~i:~~ I r ~Siz043
-; (j:: asphalt pavement PART ',..' ( _ _ 0.. ~ F If.r
- N 89"4'34"E 153.87 - - ~ a.; R1W Em = 31.<< I - - N 89'34'34'E 800-:00 '- - TOP ELEV = 31.62 - - ," 100.15(D) R1W mv. 29.50 - SITE BENCH YARK:,' - J~ - - PART "s' f':\:;-o N 89'56'49"W 1 714.77'(0) N 89'56'49"W (D) ~ N 89'35' 40"E (CAL) 11/17.77 (r) I
oJ ../11~ (J ~~. TH~ROA\\LEV..JO.73 I INVE-27.15 iJiS86'2547W 100.15(D) POBJ ~nt~Lif.~o26.:,:;\ NAIL IN P.P. t::535 ~N / ... R1W ELEV = 26.70 I
I '.00 ~I ~ ~1,..551' 31OJ\~ ~ :~~ ~ ~11:}~~, 2489.93' I ji.~ 11.~ ~331.~"~~~~T~~~O~3~4, Op~/~~~'-1 ~~~'sr~-5 ~H~:; E~~ lO.ro 0 :~7l~v~fi21 ~~ S 86'54'24"W, ~~ \\ INVW .l~~ ELEV. = 30.01 ~I~ 277 1lRJ ~.~ ~6.3~J2 I PO 8 I !; ~.~9 i~ ~.~ 2' conc curb ~~ ~ ~ ~~ ~n: ~~~ 27.57 ~:n ~ ~~ ~;.~:'P:~~\ I ~: ~m
I ~l:M ~I g 3d ~ N /.JO.3 i'?~ 2 conc curb I 31.28 31.~ / Ji};/ FN&:D 3(80 31.'30 31Y + 2995 2 conc curb iara \\ 2749 'IX I" 26.75 27~ .z~65 ,.. 2. Ii .92 ~.91 18"R.C.P. 262.! ...~ ,0.45 ,t 27.18
<V-~2.26 3162 I --'15. U+26.03 -"'-28,7 ~'~~I'~n'~:..t--~... 1 -~ - LBf1i113 -~ p~9'. +- :l9>1<<j, - -~.': -S-~'56'~"E--5-2~J.- '- - - -\-1}Vl- =UJ89\:34'59"W 26h 868.9V "\ 18 + 2:.' 26.~ cu) \..1fj.~2' / -~... "t.' >_....27.68
I ~1,~ 31513U5' + SWale + 13 31.79 3182 P.P~'\.'\- (FOUND :X:.d:A:z;,~)// \.. P"P. - S 89'5'.1.'40"E ;7320.00 '\ .11lO.0161 \ .JO.IIO P.P. _. 4' 'c29on6c walk _ +785 r. \ '28.1 PP. 2i6 S 89...)'~4'34"W (D LBfA95-lm.~ .... '273 SN&D.\1~V) 2~. SOUTI1 R/W DR2E7W58 STREET ""'"1u-S 80'34'1ti"W (O}~339..~q 263+lti.;a :/4 :UP H:~ rs... C.LP. r..: 27.i4 . rr~:
J." t'~TSS. I N 89'34'34"E 4190'~~32.6. _ 30.\ ~~ '_,P.P.~~ t~DUND X O.Zl~~ \31l!JOpay phon"^. _ lO~. ..' -:-.... .. ...:'. Z6.~'" _ . . .: ~~ ~ ..- 27~ ~m-.2l~ 27.~ ... 27.7~ _ . n. /5~:".,. _ . .. ;.. . 2758. '. ~. _. .9t- 'lao 26.6'\ lOO'~
I~OTU.B t-;: lJr- -- ~ 111 +-C--:::;Jb~ 1'72:2 \\~ FN&:D ,.. .... . '.."' . .... '. "'"'~lfc;~H~ .l..Jo.., ?I.'r ~ . 24'CYP Gl ~781 68 ,27.63 24'CMP+2762 4" conc walk ll'~ 2753 11l'12'1O.J7.2~.\'oTS. 1735 m~ FIRI~!t 3000 I
~./FOAl.t" SURPLUS.PARCEL 8\3 tOPOfbctJk+32.3 ~ 32.~IJ In.L~f1i113. ;"/:.AP~rv/ ... 1 'f!. """7 N89'34.,l.1JO. 5l.-sIR .",2 ~.j6:J'40'00"W :a75.37~C)1 2S.1F."""'W. . 0\2'26.1 26.1 It~ m ,....--....~. u~ r,).,~~'~27.92 LBtV3m I :1.
/~ P 08 -~8 +;)6lJ79 ~ I lJ~ a.; 32.~ 5r)j (FOU.., X 056Wl..; 1.L.r~_ 4 ~ Ul~ -;-,,, 5U?\ ~ \.. \( .u'\~~\';:\~~~~\ \~~"i 8~08~~~"W\ ~93 Sot;), ~'~,:N ~58 4r~, ~g I~re 28.2S-+-,,\ "'H"". ?lit.. .~~~ .~~ !t.~ i~ bac'kflo"l ~l;.J';'WL LP ~ t : T
P.P. 0 Ie; V) JJJ6 ~5S 32.58 ~ _ 332.16 l~~-;:::_)~ 'sioo 0 '"7 / S89 34 51 W.JO.76 .1 \ 2'4~. 3\{C\(o~ /<..@,'W\G"\"'O "~ 7 2 'b ) 330---~---- THROATELEV.2766-II'------------1lI-----------'lffIi~JQ.!L-"T..-~ -----..!'.r.-\f~-- ~-;- -1--1--1
.s...1 <b>j ll~ ;",;,(1 J2.6S p:; VJI 2.28 ,<JJ'j/:~:= r + 32.07 +mor 31,. "'I. 'lo.""""'(1j \ \C::Nro' '\~ S 4 . ~ 29.64 +26.68 0 29.11+ INY 1/ = 2Jl3 + + + ""99 26.88 1s.90 26.9J 29.Ja" 29.4.JO.2
I W'p.P. .~~'"> n "~N&O S 89'3451'W 0~1 2 cone curD LJ.).69'(C) I ci- ~ V~CU m ~ 7 ~TI1 Iw LINE PER F.D.O.T. ~.~ m-; ~31it o89..vh'E D, v"~~i()'0,"?Y) S 88'08'37'W 214.26.' ) S Ll) JJ ITN E =[LU24 007 ~ [j71k11 0llU11 atyh'2957 :::l 28.80 .. I
1 ..,""h' ,.32 '~~ N 89'5649"W Y 23371'(D) / S 8'~' ~~ t'o /SECTI,9, 1 50-2560 1Yi~ _@+.J09Sf],,' t>- ~~ + + 8 copc curb :t ~~ baSin In I I
~ 3w6 ~;) ll<<. _ _ ~132.~S89.34'34'W 153.34_~7_'~ J2.5'SIR ~.qN <4..8 .~:.-S... 7)':'1'fQr-. '0;:<. 31.41 ~ .11.67 1'1 .V),,':i'~ 3O.~TmTrlO07 rm2955 : 58.~: r,..,-p .. !... .1 ~! ~~~ ~~,) iSJ: ~~ 30.\2 ~oo ~HI~75&ti I ~
ro+ :~9 ,ry~ <;) ~-9lZ1--e- S89'34' 314" VIi C) 153 34(D)( C) m~ ..'j '""; r.::-';~..'~::". ~ - ." ':-"~~:~~'-~~-:,.:: 1m ",~"31.1J. \ I A \ \ 11 ~: ~f~f" I r L . 19 'JODi T',,; . ..... ';'. i'..'. ....:', ." ~ (, '.. '.' ;",;"-; :......0:. A' " ...~... . .. .... - '.:. .... ':f~ . :'..: ,," . :: ,.' '.. "':-..,,;';:'/:'i;'.0 + 108.2' 29.61' '~I n 1. I I
WEliyo35281,? <:> ~.~ ~t~.... .f....: '('~~f\f"'1.V,...J.' . . ?' .ctin" curb ~i~ .,' v~ I~~~ ~~.;&i~<;::' //~\':.i).:2 1 story "--' II r Ie, \""').1 I t L;'88 \4" lO23 '.J091 <, ~w 308.4" 30.~2 31.20 31.18 .~lO'JJ II I I ~ I
f/!~~F=:l~,1 ~ ~.' (j ~~:K ~;~f',: 7~J45 ~ ~~~!~~:~~.l~ijf::. . ~.~~;;~.,~~.~[~\~~4>3~~\~~::.. ::;'.:~lt. ....3~~.: (>'1- ~ ~~mp J.~'~h';.f;,,: ~~;::~~:~~~ ~~.~~x,r~a;:e +- I 47 29.58 1.2999 ~ ~ 31~ 3UG 31.73 .~~ * ~ :
$ "-: fC'J4.5J I" AQ:) ~ JZl]; lll~ _21 Yf 1 '1tif S 8t 5649 ElDJ ~ 1.~t6~ 32.W 32.21 . .,,:"'1' r- ; 32.1Z 3176 32.32 I 'I 32.11 " ' / 103 tl 'Jo93 'Jo:M- II 32.t I Z I
,,'b" ~ / .p. i'I5'~.~'\~~~ u:1~J3'~ ful8 r '..N89'34'51E ,..)..~~-- '" +32.~ '2;.::;Y~. valves for 3162. 3189 3' 1/ @ I~E~ ':.[", ~ ~.g g= I I 0
$> I <D . OJ'~ ~rV_l<M 0 FDUNDNAIL "" "'~YELEV=lJ~1 )L88 7" ~I @ 'lI)'~?S'I~underground' .11 31.49 "~ <D Q.0\c: ou~ I F I
v TOP ELEV - 36 02" 'lli THRO~ TELEV . 32.52 FI 2 .. ~. . . i 0 . V' :. ..." _ U I
& \ _J1~ ~~ ~l2.J8 'j I 1l0+1~ bS I
1 II/!' ~11337" 00'35'18" 1O.7J~.~U! n" ,- /: ~ '- ~a .' .~~ fr~ .' '~'b ~y . I I '/ 1111' I III II 11/111 fi~ll~ '::. . 3160_ ~~~~c ~ _ ~ 0:: Z I
I ,,:' ~ ~:~:lll\.....~:~~ 'hb I J,....lJiD~~rYft~ .~\../ '( l ~igJ ~ @ @ @ / / I / L/ ?= / I ~~:~~ 31.81 J19G ;~'a--:= 81.6 I I ~ I .- ,.
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~,vr/ J(W:,f>,l?/t 381~~/~/ ~~~~Q. . /~ ~~~~Oll INATII~~N CIU;-UTILlT.(INr~~s'" ./' 4- ~'a \I1~,\ .2\60.\\\,\,\~\\\,\I.,\\..,\\,\.\\\ \\.\\\[.I~B~ '/;'. BEST BUY /// /~~'. conc _ \ I I ~
. 0.31N,0.71W) 35.62 ~ / 6R~.gB PG1186~'9 /' ~ + 1\ ..;..V/_/'..:7.'/"/...... 12.0 '~:ll5.08 lln~~96l- ~OOO W
~. . . ,;/ ~ ~. '" ~.2 : \ ~g . V 15.68 ~.12 'jJ.n 'jJ22 ~.'\8 ~ 3551 : i!
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. ~ g ~ ;;;:;::::: ~ /',/ :::::: ;;;; ~::: '/ I;S.~ \ \ \ ~!l~!l~ \ \ \ \ \ \. I ~~Jl'~ ~ 133,6575 SQUARE FEET~'~~ ~ "., ~ I
~~ ws. 8 ~(/) ~~ ~ · / / ~ ~ 37~3~ ~ ~ / 1193 l/ll/'rE//ll/l1 ) Il/l/'~r ~~'<:'T :~ I 'je.22"~-?:,:'je:~ ~.7
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: ,=.. -:,~ SN&D ... ;~::i:~~J ~~'~_~: ~,<. ,w", .::,~~" ,\8:.;~,,;t .. ::~~;:L.., ,@~ ...~~" ' ", .3~0# ~ ,~U~M:,T~ ~~5,~::~::~~::~~~:; L~::,O~:,,=>,;I~ '~~ !' _ \~II~~:.:ag ~,: ~ ~~~~~..~~"/ / it.{,~...,.~...lF:i.~;W,. ;\.J9.!::j}. :: \'~,,;:" :ce \ ~ I~ i
~H!/+4~60 8'10'ld...T.S. T.S.I-' rs.... 32'-Il;'..".:...~':""".,.;..,...~.. :.-~:....'.:~~.Q.."...~.:Jr.7.H':~....!.i4~5~.~71~,,/ 871 7."t,7~'..~~IQ....:..,.::o:';.._t.:..?.-.. "':...: L'.. ....:.....-=.:.;:.:.:.->.'?)..:~:..175 ~t ~~. ,~1' .~I + '107 ~~II ;': //7 9..'.:v IO..!Ii 1.1 I
t5t 4111 ~. 11-4121/ ~ _ . _......'.......:Lf-;i~~.,., .........,/'..........,.r ......,.... ').>' . :<: <,. _.- - ../.".............~........:........... L'lufc-rl.~-"':;,:;.78 V V V v H 4165 ~.,.:::/)~} 108.9 ~r )(l.1f~ I
,- ~6.01-lr I- ,;;79,/ YJ~ =- - -,,:7 ~2:'~~V/~0~ 0.%1002 ~1. ,.)~/.~/.-07(' /) f//////76.2/ -// 'l//1~2fY/j'rr.Y.rT'" ~'51 ~~1 73 "'.1' "'.00 >,.w ....".. t:.,::_ .,,!"~=<> ~y.,!!! >llIL/j +JQ~I l-r~ I I
..- ~ L: ~8_h~ r;l~///[~~,";?i;'? . ~ ~/. // .'~~}1-~~ .,:// ~Cl"\':_A1"Q' ~ ~1:<< c-2V.-.w.y~~-~::----:s.ft"p-h-a]J---pa?:fmlnt-.:~I----p~tor:,-ode~~~--~"'I/ . -~'-W--~W.~~--I"3(f.\)O-:;--1
~ P i i~@& : Iv/~~~.~~DO.f;f ./ ~ '.9 +~2.1 ~H...~+w.r - -1€.~ - - - - - - - - iUii; - - :~ - - -~ -:-:- --<~ ~ ~Ji. r~ I
~ lH8', V)~O N I ~~ ~,?>o, ~ ''\....R\WELW8~~lJ.79:6:...P~~ _ mz _ _ ~;~ _ _ ~~~ _ ~ 39ii ~ _ -';~ff: f- j~ _..~ -'.JJ '2.~ ;:rrr t
~ ~3.J6~' ~81 sign +4Jen 00 . .1~' ~').~!4 \ rJ~''':::'''~ - -- -~ - - - -G- - - - ~- - - - ~.al- - - ~ - -,,-;;; - --&- ~-_:~ -:- S"'-p,i':;-;; 9- - - - _~~..J . I
-e A /<1..1 0:> .~ LBf1i1\3 '/~ =,'\\' ~1. _ - - - ---4n--- - - - - - - =""-- - - ~, - T-"'-.-:-m - - '-
il TOP ELEV = <<.17 ~ .- ~ '~2.1 top of p~~+ .1 "~'). IR-Sf.a." I ~ 8 termination I
() '. '2.1 ~5 '45.8 '45.6 '45.1 I
~H 416,,\ 8 ~ ^ l.).. ~o I
5"R.C.P~ ~' 0>-. ~61 \ G~~( . N 89'34'34"E (D) 397.29 I
>- N ~ 124.2 ~1.9 176.9 l~ W26+ L1'FENCE ON ;- /\ dirt pedestrian I
;<<~~, ~"~ ~ OR ~~~~,E~~NT612 6 "il ~ ",,"""6 y= ~ ~~ ~"p holt - ".~l Al~l:m ;,~; g;'~O", ft~ pathway N 89'34'59"E (F) 39725 , :
~hl, '" 062 p on moot ~,~l~ \. ~~ ,- ~ _-.J
~ ~,I~ ~l; ~ ! ;~:l~ -J/== p 0 ';$om 00 t ." ~ 721 ~ pcapaoe ;j;j;j :' ,~; ,;~\;~,::<:;~~~:.~ "~"';' ,.':/, j hi 0 I t r~':" 001, I ~ :~ rr ~:..4~tM H ~8 "e t \ I \I
L1;.~ ~!I.' 4162 I
<J' L 0 ~ LBf1i113 /~. // .~, . .' .... . ..:.' '4130 + 'lo.89 · "'.72 I FH. 11 \j
ft~ '~~89 <<~f t--.. ~ TCj'ELEV.~1.I7 II'v.J. (fIP,1 1/2'~118 35'CYP..........." ~ back ft?w'ftj ~ ~b 771~k ~II .---o-y- '41~O :::-L:.:;.::~;;:.~./IP ' :' .~U3"" . '..-... '. .~:v:..-:~:... ~1.08 10.71 ~~ I
P Y.'71I IQH:~:~ ~ L.l!.v~~N,O.58W) . ._~I~<tf--W__~ljk_.Ere:'e~~~ ------Kl-- ac ntOW __-9~.II'__..:.3I.a:!.-__ 0________1.:.:__ --4---w-----~t~U~t.-T~-~ __ ~]"" I _
'4.4.58 N..... 'tOO ~139.... ue>'1n ilt' ~ye lon7 I w.v. ""'''''' ~ B'CI. SANITARY PIlL - - r-- - - - J ~ II 90-
s 9 4'51"W 0 RL..L- _ _ _tij_ _ ~ _ _ ~ :!- - ;t!JIr, ~VI~ - -+41.iA4 - - T.___ "><-.. -.;..; -m69- - · ~2.00 I..", ~" I ~f," II B
~.:6~2 ~.'~ ..17.76.........--.- - - - - - ~ - - -\--41fg - -1U~- -rl~ ~.tt" y:- - -mJ.- - -U~'..- - ~ - -_-ml.-~. ~~I- -'-iJ. -=--YcrJl. ~
~ ~57 ~J\ IH. conc wall ~2.91 42.45 4lJ3 ~1.W-- ~14 ."l2~.If. .......... .~ v ~ Y -.. -0: lllv" I
.Q2J '~~F.O. ~ .U.s. ",.J5.I1 <0.. ~5.1 " ~ "'>.1~', ~J'. 14.16 _ ~~ '\:~~ _ ~::L7l' / ~\ ~ v .. v "- . ~ ~~~-~~. L~~(,) ~~~~~IX'
g: p: ~: P.P. '\8.3 C.L.P. SilR . . N 89'57'4I)'W 400.00../ ---- 8" VCP !i, .' "E (D) 785.21' (D) "- RlW ELEV = ~1.65 ~ '-:0 "fence 1.5' sou~h
, ~ evidence of underground GTE line along property li,ne . N89 34 34 INV 1/. 36.70 CB 0 0.2' eost .
. I CONfliCT STRUCTURE .c:--.. 1__
.~ R1WELEV=~1. 823,00'OjA I) ~ ~~
~; SITE BENCH YARK: ~~ I~~ ~L:Y;7~135 \~J~:ilr.s~ITAIff. 36.02 0 0 I
, NAIL IN P.P. #Z-14295 0 I
ELEV. ' 45." 1
o!~ ?;~T'A' - II ------------- w-------'j------w--l---------I~------Q-LL-- w--------------w-----" I --~
NOTES
37.:M
37.15
37.15
36.96
36.52
36.~9
>-
<>:
~
I
u...
0>-0>
~<C"-
G~ci
0;:5,22:
I-:l:~
~05
l.U =:;, Ct: \
l~ +
36.29 36.25
37.81 ;
J7.OO
3691
35.62
.l-
l6.JJ
pa.75
2.J
9
I
'js.76
'js.5O ~.18 ~.68 ~58 ~.91
39.65
fJa
~~
. <Xl
I"')<D
p.
~~
OLl)
Z
39.28
I
37~ Ii.~
is.~ g:8
----
W.o.
36.60
l6.2.J
36.21
~1.22
~r,
.s
I.' ...
4122 T.
~~6J
~2.79
<<.01
4156
4156
45.40 ~
~
g
~5.68 <<.<<
1H! :t:~
(fPP l/t
O.IO'N, 0"5'~
--------------w
~
~
~.56
1H~
10 __ 10.00 UTILITY EASEMENT
~ O.R. BOOK 4621, PG. 1928 -
II--
~
1929
~J
SO 25 0
~-
SCALE: 1'=SO'
50
1
SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COUNTY, FLORIDA
N 89'35'40"E 1345.04
N 89'56'49"W 2489.93'(0)
FOUND
R.R. SPIKE
N 1/4 COR.,
SECTION
17-29-16
DESCRIPTION
A TRACT IN TI1E NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17,
TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELlAS COUNTY, FLORIDA,
DESCRIBED AS FOllOWS:
FROM THE NORTHWEST CORNER OF SAID NORTHWEST 1/~ OF TI1E NORTI1WEST
1/~ OF SECTION 17, RUN SOO'35'18"W. ALONG THE WEST BOUNDARY OF
SAID NORTHWEST 1/4 Of' THE NORTI1WEST , /4 OF SECTION 17. A DISTANCE
OF 730.0 FEET; TI1ENCE N.89'34'34"E., PARALLEL TO AND 730.0 FEET
SOUTH OF THE NORTI1 BOUNDARY OF TI1E NORTI1WEST 1/4 OF SECllON 17, A
DISTANCE OF 102.0 FEET TO A POINT OF BEGINNING, WHICH POINT IS ON
THE EAST RIGHT-OF-WAY UNE OF U.S, HIGHWAY ROUTE NO. '9; fROM
SAID POINT OF BEGINNING, CONTINUE N.89'34'34'E., A DISTANCE OF
823.0 FEET; RUN 111ENCE N.00'35'18"E., A DISTANCE Of 131.0 FEET;
RUN THENCE N.89'34'34'E.. PARAllEL TO THE NORTI1 BOUNDARY OF
SAID NORTHWEST 1/4 OF SECllON 17, A DISTANCE OF 397.29 FEET TO A
POINT WHICH IS 30.0 FEET WEST OF TI1E EAST BOUNDARY OF SAID
NORTHWEST 1/4 OF TI1E NORTI1WEST 1/4 OF SECTION 17; RUN TI1ENCE
N.OO'06'21"W. PARALLEL TO THE EAST BOUNDARY OF SAID NORTI1WEST
1/4 Of 111E NORTI1WEST 1/4 OF SECTION 17. A DISTANCE OF 548.92
FEET TO A POINT, WHICH IS SO.O FEET SOUTI1 OF THE NORTH BOUNDARY OF
SAID NORTHWEST 1/+ Of SECllON 17; RUN TI1ENCE S.89'34'34'W.
PARALLEL TO THE NORTI1 BOUNDARY OF SAID NORTHWEST 1/~ OF
SECTION 17. A DISTANCE OF 868.96 FEET; RUN THENCE SOUTHWESTERLY
ALONG A CUR~ TO THE LEFT (RADIUS - 25.0 FEET) AN ARC DISTANCE OF
23.18 FEET (CHORD 22.36 FEET, CHORD BEARING S.26'08'24'W.) TO A
POINT OF REVERSE CUR~; RUN THENCE SOUTHWESTERLY ALONG A CUR~ TO
TI1E RIGHT (RADIUS 55.0 FEET) AN ARC DISTANCE OF 86.39 FEET
(CHORD 77.78 FEET, CHORD BEARING S44'34'34'W.) TO A POINT OF
TANGENCY; RUN TI1ENCE S.89'34'3~"W., A DISTANCE OF 153.34 fEET
TO A POINT OF A CURVE; RUN THENCE SOUTI1WESTERL Y ALONG A CUR~ TO
THE LEFT (RADIUS 135.0 FEET) AN ARC DISTANCE OF 172.80 FEET
(CHORD 161.24 FEET. CHORD BEARING S52'S4'27"W.) TO A POINT ON
TI1E EAST RIGHT-OF-WAY UNE OF U.S. HIGHWAY ROUTE NO. '9; RUN
TI1ENCE SW35'18'W. ALONG SAID EAST RIGHT-OF-WAY UNE OF U.S.
HIGHWAY ROUTE NO. 19, A DISTANCE OF S08.68 FEET TO THE POINT OF
BEGINNING.
TOGETI1ER WlTI1 SURPLUS PARCEL 105:
TI1E NORTI1WEST 1/4 OF TI1E NORTI1WEST 1/4 OF SECTION 17, TOWNSHIP 29
SOUTI1, RANGE 16 EAST, PINEUAS COUNTY, FLORIDA, MORE PARTICULARLY
DESCRIBED AS FOUOWS:
f
COMMENCE AT A RAILROAD SPIKE MARKING TI1E NORTI1EAST CORNER OF
TI1E NORTI1'M::ST 1/4 OF SECTION 17, TOWNSHIP 29 SOU TI1 , RANGE 16
EAST. PINELLAS COUNTY, FLORIDA, RUN Tl1ENCE N.89'56'49"W.. A
DISTANCE OF 2489.93 FEET ALONG TI1E NORTI1 BOUNDARY OF TI1E NORTI1WEST
1/4 Of' SAID SECTION 17: THENCE S.00'03'11 "W., A. DISTANCE OF 85.00
FEET TO THE POINT OF BEGINNING; TI1ENCE S.37'12'40"W., A DISTANCE
OF 78.76 FEET TO TI1E SOUTI1 RIGHT-OF-WAY UNE OF DREW STREET; SAID SOUTH
RIGHT-OF-WAY LINE BEING A CUR~; TI1ENCE NORTI1EASTERLY, 79.56 FEET ALONG
SAID RIGHT-OF-WAY LINE AND TI1E ARC OF A CURVE TO TI1E RIGHT. HAVlNG A
RADIUS Of 135.00 FEET AND A CENTRAL ANGLE OF 33'45'53" (CHORD
BEARING N.73'10'14"E., 78.41 FEET); TI1ENCE S.89'56'49"E., ALONG SAIO
RIGHT-OF-WAY LINE, A DISTANCE OF 153.34 FEET TO TI1E BEGINNING
OF A CURVE; 111ENCE NORTI1EASTERLY, 71.20 FEET ALONG SAID RIGHT-OF-WAY
LINE AND TI1E ARC OF SAID CURVE TO TI1E LEFT, HAVING A RADIUS OF 55.00
FEET AND A CENTRAL ANGLE Of 74'10'36' (CHORD BEARING N.52'57'58"E..
66.34 FEET); Tl1ENCE N.89'S6'49'W., A DISTANCE OF 233.71 FEET TO TI1E
POINT OF BEGINNING.
CONTAINING 9,752 SQUARE FEET, MORE OR LESS.
LESS PART' A':
COMMENCE AT A RAILROAD SPIKE MARKING TI1E NORTI1EAST CORNER OF
TI1E NORTI1WEST 1/4 OF SECTION 17. TOWNSHIP 29 SOUTI1, RANGE 16
EAST, PINELLAS COUNTY, flORIDA. RUN TI1ENCE N.89'56'49'W., A
DISTANCE OF 2,689.93 FEET ALONG TI1E NORTI1 BOUNDARY Of TI1E NORTI1WEST
1/4 Of SAID SECTION 17 TO TI1E NORTI1WEST CORNER TI1EREOF;
TI1ENCE S.01'03'38'W., A DISTANCE Of 728.22 FEET ALONG TI1E WEST
BOUNDARY OF TI1E NORTI1WEST 1/4 OF SAID SECTION 17; TI1ENCE
S.88'56'22"E., A DISTANCE OF 102.00 FEET TO TI1E EAST RIGHT-OF-WAY
LINE OF U.S. #19 PER D.O.T, SECTION 15150-2512 AND TI1E POINT OF BEGINNING;
TI1ENCE ALONG SAID RIGHT-OF-WAY LINE. TI1E FOLLOWING TWO (2) COURSES:
1) N.Ol'03'38'E.. A DISTANCE OF 508.68 FEET TO A NON-TANGENT CURVE;
2) NORTI1EASTERL Y, 93.2~ FEET ALONG TI1E ARC OF A CURVE TO TI1E RIGHT,
HA VlNG A RADIUS OF 135.00 FEET AND A CENTRAL ANGLE OF 39'34'21'
(CHORD BEARING N.36'30'07'E, 91.40 FEET); TI1ENCE S.01'03"38"W,
A DISTANCE OF 260.77 FEET; TI1ENCE S.03'55'22"W.. A DISTANCE
Of 100.12 FEET; TI1ENCE S.05'03'Sl'W.. A DISTANCE Of 100.25 FEET;
TI1ENCE S.02'35'24"W., A DISTANCE OF 121.76 FEET; TI1ENCE
N.89'56'49'W., A DISTANCE OF 37.76 FEET TO TI1E POINT OF BEGINNING.
CONTAINING 0.612 ACRES, MORE OR LESS.
LESS PART 'B':
COMMENCE AT A RAILROAD SPIKE MARKING TI1E NORTI1EAST CORNER
OF TI1E NORTI1WEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTI1, RANGE 16
EAST, PINELLAS COUNTY, FLORIDA, RUN TI1ENCE N.89'56'49"W.,
A DISTANCE OF 1,714.77 FEET ALONG TI1E NORTI1 BOUNDARY OF TI1E NORTI1WEST
1/4 OF SAID SECTION 17; TI1ENCE S.00'03'11'W.. A DISTANCE OF
50.DO FEET TO TI1E SOUTI1 RIGHT-Of-WAY LINE OF DREW STREET AND
TI1E POINT OF BEGINNING; TI1ENCE S.88'08'37'W., A DISTANCE
OF 375.37 FEET; TI1ENCE S.86'54'24"W., A DISTANCE OF 100.15 FEET;
TI1ENCE S.88'16'04"W., A DISTANCE OF 6~24 FEET TO A CURVE; TI1ENCE
NORTI1EASTERL Y, 23.19 FEET ALONG TI1E ARC OF A CURVE TO TI1E RIGHT,
HAVlNG A RADIUS OF 25.00 FEET AND A CENTRAL ANGLE OF
53'08'19'(CHORD BEARING N.26'37'20'E., 22.36 FEET) TO A
POINT ON SAID SOUTI1 RIGHT-OF-WAY LINE OF DREW STREET; TI1ENCE
ALONG SAID RIGHT-OF-WAY LINE, S.89'S6'49'E.. A DISTANCE OF 529.37
FEET TO TI1E POINT Of BEGINNING.
CONTAINING 5,032 SQUARE FEET, MORE OR LESS.
LESS PART 'C':
COMMENCE AT A RAILROAD SPIKE MARKING TI1E NORTI1EAST CORNER OF
TI1E NORTI1WEST 1/4 Of SECTION 17, TOWNSHIP 29 SOUTI1, RANGE 16
EAST, PINELLAS COUNTY, flORIDA, RUN TI1ENCE N.89-56'49'W., A
DISTANCE OF 1,714.77 FEET ALONG TI1E NORTI1 BOUNDARY Of THE NORTI1WEST
1/4 OF SAID SECTION 17; TI1ENCE S.00'03"1"W.. A DISTANCE OF 50.00
FEET TO TI1E SOUl11 RIGHT-Of-WAY LINE OF DREW STREET; TI1ENCE S.88'08'37"W.,
A DISTANCE OF 274.26 FEET TO TI1E POINT OF BEGINNING; TI1ENCE S.45'22'5S"W.,
A DISTANCE OF 22.57 FEET; TI1ENCE N.89'56'49'W., A DISTANCE OF 249.43
fEET TO TI1E EXISTING SOUTI1 RIGHT-OF-WAY LINE OF SAID DREW STREET; TI1ENCE
NORTI1EASTERLY, 5.01 FEET ALONG SAID RIGHT-OF-WAY LINE AND TI1E ARC OF
A CUR~ TO TI1E LEFT, HAVING A RADIUS OF 55.00 FEET AND A CENTRAL ANGLE OF
05'12'57' (CHORD BEARING N.02'39'33'E , 5.01 FEET); TI1ENCE N.88'16'04"E.,
A DISTANCE OF 64.24 FEET; TI1ENCE N.86'S4'24'E., A DISTANCE OF
100.15 FEET; TI1ENCE N.88'08'37"E., A DISTANCE OF 101.11 FEET TO TI1E POINT
OF BEGINNING.
CONTAINING 2,667 SQUARE FEET, MORE OR LESS,
ALL OF 'M1ICH HAVlNG A COMBINED 16.383 ACRES. MORE OR LESS.(NOT INCLUDING
SURPLUS PARCEL)
ALL OF 'M1ICH HAVING A COMBINED 16.607 ACRES. MORE OR LESS.
LEGEND OF SYMBOLS AND ABBREVIATIONS
1 FIELD BEARINGS SHOWN ARE BASED ON TI1E 'titST LINE OF 111E NORTHWEST 1/4 OF SECTION 17.
TOWNSHIP 29 S., RANGE 16 E.. SAID LINE BEING S.OO'35'18"W.
2. NOT VALID WlTI10UT TI1E SIGNA llJRE AND TI1E ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR
AND MAPPER.
10. DESCRIPTIONS AND EASEMENTS SHOWN HEREON 'titRE TAKEN FROM A COMMON'titAL TI1 LAND TITlE INSURANCE
COMPANY. COMMITh1ENT FOR TITlE INSURANCE, COMMITh1ENT NUMBER 864-3S8371, EFFECTIVE DATE,
MARCH 4, 1997, ISSUED BY; JOHNSON, BLAKELY, POPE, BOKOR, RUPPEL & BURNS. P.A. 911 CHESTNUT
STREET, CLEARWATER, FL. 34616 (813)-461-1818.
= UNDfRGROUND CAlU TfLEVISION IIi\RJ([R
= CAlLE TfLEVlSIOH U flLITY BOX
P.P. JI' = POIl'ER POtE
O.H.L ,It ,II = OvrR1iE^D LiNES
CP. JI' s COIIB/NAflON POtE (POIl'EI1;l'HONE)
LoP. JI' = LiCHT POtE
C.L.P. JI' ~ COII8INA nON .t LiCHT POLE
C.P. JI' = CUY POLE
II.P. JI' ~ lIfTfR POtE
E-- = CUY 1l1RE'
[tJ = mcrRIC UflLITY BOX (TRANSFORlJfR)
i'l = UNDfRGROUND POIl'ER PAINT IW~
~ = ELECTRICAL ounET
Ill! = ELECrRlC UTILIrY BOX
<D ~ ELECTRIC lIfTfR
):( = DECORA flvr LiGHT
-i:- - -E:- = APPROXIIiIoTf LOCATION UNDERGROUND POII'ER LiNES
@ ~ IIONITORlNG IIfLL
o = UTILI TY IiIoNHOLE
III = PfDfSrRlAH CROSSING SIGN
T.S.8. lIlI = TRAmc SIGNAL U flLin !lOX
T.5.P.)s( . rRAFnC SIGH^L POLE
S rORJ./ CURB INI HS
A ~ ~ A c:=::::=J
[g = IJITfRfD END SEcn~ ~
en ~ FLIJIfD ENO SEcnOH
. = GR),Tf INLET
~ s STORII SEIl'ER P1Pf.t IIANHOLE
~ ..lC~ -0~ SANIf^RY SEIl'ER P1Pf. AlANHOLf:. CWNOOT.t VALvr
R.CP. = RfINFORGED CONCRfTE P1/'f
CliP. = CORR1JGA TfD lIfTAL P1Pf
P. V.C.. POL Y VINYL CHLORIDE
D./.P. = DUCTILE IRON P1Pf
H.P. ~ Vl7R1RED etA Y P1Pf
~ 0 ~ ~ APPROXIAlATf LOCATIOfI Of UNDERGROUND
G.V. U.G.L G^S UNE MTli GAS V^LVE, C^S lIfTfR
.t GAS LINE IWINING SIGN
.f! ~ BURIED GAS LiNf: nlNT "^RK
GULF TO BA Y BLVD.
(S.R. 60)
CURVE TABLE
RA~US ARC HORD
25.00 23.19 22.37
22.36(D
73.88 49.86
8.41 (D) 40.97
3. NO EXCAVATION WAS PERFORMED TO VERIFY TI1E LOCATION OR EXIS1ENCE Of ANY UNDERGROUND
UTILITIES, ENCROACHMENTS, IMPROVEMENTS, STRUCllJRES OR FOUNDI~ TIONS. UNDERGROUND UTILITY
LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND VISIBLE
SURF ACE EVIDENCE AND ARE APPROXIMATE ONLY.
4. RE-USE OF Tl11S SUR~Y FOR PURPOSES OTI1ER TI1AN 'M1ICH IT WAS INTENDED, W1TI10UT WRITIEN
VERIFICATION, WILL BE AT TI1E RE-USERS SOLE RISK AND WlTI10UT LIABILITY TO TI1E SURVEYOR.
N01111NG HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO ANYONE OT}jER TI1AN TI10SE
CERTIFIED TO.
5. ALL FOUND POINTS ARE UNMARKED UNLESS OTI1ERWlSE NOTED.
6. 11-IIS SURVEY IS NOT INTENDED TO SHOW TI1E LOCATION OR EXISTENCE Of ANY JURISDICTIONAL.
HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS.
7. Tl-IE SITE APPEARS TO BE IN FLOOD ZONE X. ACCORDING TO TI1E FEDERAL EMERGENCY MANAGEMENT
AGENCY, FLOOD INSURANCE RATE MAP. COMMUNITY PANEL NUMBER 125096-0017-D, DATED AUGUST 19,
1991.
8. UNLESS OTI1ERWlSE INDICATED, TI1E PROPERTY DESCRIPTION AND EASEMENTS SHOWN 'M:RE FURNISHED TO
POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT. NO SEARCH Of ANY PUBLIC RECORDS,
FOR EASEMENTS, DEEDS. ETC., WAS PERFORMED BY 1111S FIRM FOR ""HE COMPLETION OF TI1IS SURVEY.
4 = DENOTES CORRESPONDING llllE COMMITMENT
V SCHEDULE B - SECTION 2 ITEM NUMBER
11. TI1E PROPERTY IS SUBJECT TO CERTAIN EASEMENTS AS STATED IN SCHEDULE B - SECTION 2
Of TI1E ABOVE REFERENCE TITlE POLICY. 111EY CANNOT BE GRAPHICALLY DEPICTED ON TI1E
SURVEY BUT ARE REFERENCED BELOW ACCORDING TO TI1EIR ITEM NUMBER.
ITEM 14.
" EASEMENT" A TEN FOOT WATER EASEMENT LYING 5 FEET EACH SIDE OF EXISTING 6" OR
LARGER WATER MAINS UP TO AND INCLUDING ALL HYDRANTS AND METERS AND AN INGRESS
EASEMENT FOR REFUSE AND GARAGE COLLECTION AND CITY OF CLEARWATER SERVICE AND
UTILITY VEHICLES. (COVERS ALL OF TI1E SURVEYED PARCEL) AS RECORDED IN OFFICIAL
RECORDS BOOK 5072, PAGES 2120 - 2122, SUBORDINATION Of CITY UTILITY INTERESTS
(TI1ESE AREAS ARE SHOWN ON 111E SURVEY) RECORDED IN OFFICIAL RECORDS BOOK 8698,
PAGES '104 - 1108 AND OFFICIAL RECORDS BOOK 8698, PAGES 1186 - 1189. OF TI1E
PUBLIC RECORDS OF PINELLAS COUNTY, flORIDA.
~
:I:
S. R. 590
~
NGENT
12.50
HORD BRG
26'08'OO"W(C)
N 26'37'20'E(D)
47'23'17"E
S 72'41'55"W(C)
N 73"10'14"E(D)
36'01'47'W
N 36'30'07"E(D)
18'01'21"E
66'13'57nW
24'51'52'W
19'39'OO"E
PROJECT vi
SITE j
55.00
135.00
81.01
79.56
CERTIFICA TION
135.00
93.24
62.44
34.45
51.77
30.45
91.40
47.43
1 0.76
1.61
30.41
48.57
74.95
71.21
26.04
15.26
25.00
165.00
192.00
192.00
TI1IS IS TO CERTIFY TI1AT TI1IS MAP OR PLAT ANO TI1E SURVEY ON WHICH IT IS BASED WERE MADE (I) IN
ACCORDANCE W1TI1 TI1E "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ASCM LAND TITlE SURVEYSn
JOINTlY ESTABLISHED AND ADOPTED BY ALTA AND ACSM IN 1992, AND INCLUDES ITEMS
l,3,4,6.7A,7Bl,8,10 & 11 OF TABLE A TI1EREOF, AND (ii) PURSUANT TO TI1E ACCURACY STANDARDS (AS
ADOPTED BY ALTA AND ACSM AND IN EFFECT ON T}jE DATE OF TI1IS CERTIFICATION) OF AN URBAN SURVEY.
I FURTI1ER CERTIFY T}jA T TI1E SURVEY REPRESENTED HEREON MEETS 111E TECHNICAL STANDARDS SET FORTI1 BY
111E FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61 G17- 6, FLORIDA ADMINISTRATIVE
CODE, PURSUANT TO SECTION 472.027 FLORIDA STAllJTES.
S.R. 60 GULF TO BAY BOULEVARD
CURVE TABLE
CURVE DELTA ADIUS
1 90'00'00" 55.00
2 73'20'14" 135.00
3 53'07'42" 25.00
11 10'36'14' 55.00
12 74'08'35'fC~ 55.00
74'10'36" D
13 05'12'57" 0 55.00
FILES
FOR BOUNDARY CURVES
ARC CHORD NGENT HORD BRG
86.39 77. 78 (D) 55.00 44'34'3:nV. (0) )
77.78 (~) S 44'3459 W (F
72.80 161.24 (D) OO.Sl S 52'54'27"W (D)
161.27 eF) S 52'54'25"1'1 (F)
22.36 (D) 12.S0 26'08'24"W (D)
22.36 (n S 26'08'53"W (F)
0.16 5.10 O'07'52'W
66.31 41.S5 52'30'16"W (C)
66.34(D) N 52'57'58"E (D)
5.0' (D) 5.01 (D) N 02'39'33"E (D)
9. 11-IE CITY OF CLEARWATER HAS INDICATED 111AT 1111S PROPERTY IS ZONED COMMERCIAL
CENTER DISTRICT (CC), TI1E SETBACKS STATED TI1EREIN ARE AS FOLLOWS:
~A~ FROM A STREET RIGHT-Of-WAY: 75 FEET.
B FROM A SIDE PROPERTY LINE: 50 FEET.
C FROM A REAR PROPERTY LINE: 50 FEET.
POLARIS ASSOCIATES. INC. ASSUMES NO RESPONSIBILITY FOR TI1E ACCURACY OF 111E ZONING
INFORM A TION SHOWN HEREON AS IT WAS F1JRNISHED TO POLARIS (VERBALLY) FROM
REPRESENTATIVES Of TI1E CITY OF CLEARWATER. VERIFICATION IS RECOMMENDED PRIOR TO
UTILIZING 1111S INFORMATION FOR ANY FUllJRE DESIGN AS ZONING REQUIREMENTS CHANGE
Wl111 TIME AND INTERPRETATION.
23.18
8/03/00
DA TE OF SURVEY
DAN H. RIZZUTO
PROFESSIONAL LAND SURVEYOR NO. 5227
0.18
71.17
VICINITY MAP
NOT TO SCALE
DRAWN
DREW & U.S. 19 SHOPPING CENTER
AL TA/ACSM LAND TITLE SURVEY
BOUNDARY SURVEY
SCALE: 1" = 50'
PROJECT 007-2057
NUMBER
OF
PRE PAR E D
FOR:
AWS
0072057NEW.DWG 0072057X.LEG
0072057.CRD 0072057X.NOT
CHECKED
oHR
3/04/02
12/12/01
10/03/01
REV DATE
APP'o
POLARIS ASSOCIATES INC.
PROFESSIONAL SURVEYING
2915 S.R. 590 SUITE 17
CLEARWA TER, FLORIDA 33759
(727) 669-0522
PROJECT:
T Y P E
OF SURVEY:
DREW 19 SHOPPING CENTER
JOINT VENTURE
ADD 3 TOP 01' PIPE LOCATIONS de OLD TREES
^DD CONFLICT STRUCT1.JRE de REV1SE 2 SANITARY ELEV. REAR KASH de KARRY
ADDITlONAL TOPO BEHIND BUilDINGS, RELOCATED WATERUNE IN FRONT Of BUILDINGS
DHR
JW
BY
~Tl s UNOCRGROOND IfW'HONE PAJNT AlARK
T.U~ -T- .J!.~_ = APPROXIIIATE LOCATlOH Of UNOCRGROUND
TELEPHOHE CAJU 11'I Tli TfLEPfiOflE U flUTY BOX
UNOCRGROOHO TfLCPHONE CABLE WARNiNG AlA1IKf.R
r.p. JI' = TfLEPHONE POLE
r.0.1I. t . UHDERGROUNO FIBER OP71C LfIIE WARNING 1iIo1lKf.R
r.H. .... 10. UNDERGROUHO FIBER OPflC LINE nlHT 1I),/I1(
- lJ'.~__ -w- -<<lll- -. M'f'ROXIIIAIf LOC^flON Of UNDERGROUND WAT[R
LINE 'IITli FIRE' HYDR),NT, W^ rrR VAL vr . lIflfR
T.S.... . TRAffiC SIGN
11.8. IlIll ~ IIAIU!OX
_= 6' CHAIN LlHK FfNCf UNLESS OTliERIl1SE NorrD
. = PARKING POS T OR 8OI.LARD
CONC. ~ = CONCRfTf
ASPH C=:J = ^SPHALT
F.D.O.T. . flORIDA DEPAllTI/[NT Of TRANSPORT^nOH
S.R.D. = ST^TE RO^D OCPAIITlIfNT
0.11. = OFFICIAL /If CORD 8001(
PLS. ~ PROffSSIONAI. L!JID SURvryOR
LB. = LICENSED BUSIHESS NUIIBCR
0/.1 = O'lfRAJ.L OIIEHSIOH
P.O.C. s POINT Of COA/JENCCllfNT
P.O.s. = POIN T Of BE GINNiNG
f = CCNrrRlINE
R(It s RlCHT.OF'WA Y
ELEV. . ELf:V^ nOH
FIll . . FOUND IROH ROO
FlP 0 = FOUNO IROH PlPf
SIR. = SET 1/2' /ROH ROO .t CAP L.8. #fiIlJ
Fell c s FOUND CONCRfTf 1l0000Ul/EH T
SN.D. = SET N^/L AHD BRJ.SS OISK LB#fiIlJ
FN.tD. = FDUND NAIL AHD OISK
(P) ~ BEARlHG;1>ISTANCE PfR PlH
(D) = BEARlNG;1>IST^HCf PfR enD ocscl/JpnOfl
(F) ~ BE^I/JNG;t!fsr!JICf PfR FIELD lIfASURfllfNT
(e) = BEMIJNG;t!fSTANCC PfR CALCULH10N
TYPICAL sPOr ELEV^flONS
rOP Of CURB ELEV (iF SHOWN)
FlOWNE Of C1.IRB ELEV. ~:f~ EDG[ Of PAVCAICNT fLEVge.18~
EDGC Of PAvr.llfNT ELEV.~. ~~ GROUND ELEV. 95.2
EDGE W ffJ/ilHlkflv. ~:~ GROUND ELEV. 95.2+~
)(
)(
DATE: 8/03/00
SHEET
1
NW COR., NW 1/4,
NW 1/4, SECTION
17-29-16
r
(
THROAT ELEV = 38.58
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SURVEY PREPARED BY
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PROFESSIONAL SURVEYING E
2915 S,R. 590 SUITE 17 E
CLEARWA TER, FLORIDA 33759 T
(727) 669-0522
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Ii SURVEY DREW ST.
AS SHOWN ON DREW ST.
EAST PLANS PREPARED
BY URS GREINER WOODWARD
FOR FDOT
PROJECT 256957-1-52-01
SHEET NO. 24
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CONSTRUCT RELOCATED ENTRANCE
TO EXISTING EDGE OF PAVEMENT
TO AUGN WITI-l FUl1JRE ACCESS ROAD "A"
TO 11-fE NOR11-f ( SEE FOOT DESIGN PLANS FOR U.S. 19 )
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~ :::::::: _ .". ,~, "me- <<J<<',,>> . "'" ,iff I I....-,."'l 1i ~ ~ -.F.~ _ ---~.. .....,..., ~.~. ~ I I Cl-P ~ i=. - -
tl ~.;::::. c.--I r.s.:.jII ,25.03 L+25.7 " "',,",'J ~ r.s..". P.P. Pfl,"" r-.---.Yy,1---~,.- lpJ>, ~,., i\' ./ , , """,~"_" ....--.._.~_,,~..,8!:!'..,,:....~._~,~._._ ~~''''...'''."..,,--_. """"'Z""CIlP'~'''''''-' .......,.~..n..s-.:::~'......:;, ~'~....::
I " ;..-- I '. + '>. L __.__";~\l 1/' pay phone -\ ".P. ....... 4 conc wolk -...... P.P .._' ._ "" .... ",.-",,- I .~ - _.~ '" P.l'. CLfIf"',~ '-1'.
rp", TS8. -i:==: 'f.P. 32.S 30.. ........O'*i-- %,P.P. \ .,-~ t#=t' . -_....~.:;:.:;~a=:'~ ~., ,,~"...:.. ."...,.. -==(-- .
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+- 25 EXIST. SPACES
I; I 'Pl', ~ ~ :;:::: - ~ I S 89'3451 w- I ~2conc curb~ .69'(C) I Ili1} ~v nl m I ~ ~KL<<'....... ~ ~.... jY SLA D L +-./ Lf) 11111111111111111111 IIIII1 ~~;T~ ~ " I
// ~:f;"-- I 6~y +- CUT OPENING IN CURB At::/D...;l j!'/ = =- ====f ~ --... L ~1:;... /' ~ i% I Ll) = d^>
II r~ /7: I .~~:. ~, -=-_ -=-_ INSTALL CUR~ED FLUME TO INLETI~,?J/ g~s" J ~ ...-T' '...\< V . ' . iR\~~D~\S~C~ " - , ~/~J'g' I 108.2 f OAK
/~ /~ ~r'-""-d''''''-' ",/ G:;'c2=:~; . ,&,~:-",~'~,:'b,'ID::~"-: i ," L:'~':, , .2. ~~C~ci\~~T[ \ V · SAW CUT P~VE~~-T \ , " \ - I~EMOVE BROKEN TOP AND ( -\:1 ~d
A if g=
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II ;:..!?! I //.:9 /~ Iii} , /,2- . . -+ = I ~STALL NEW HEADE~ ~' = = conc = ,= "', ~... '/ ,,- - '1 ^- '" - ~ .Q 3' one '2 .~ OAK
1/ II :1 1/:/ ~-"'\i.l\i~ ~ ? l c: "'" ~ r1? l ~ ~~"i:.:' .. c ~,~ "'~{. .~..y @/ ~~ X /?_l 117 / / j~ EXISTING L;~~-::: 81.6-' I~
/I /1 ~ {:I :/';~I~~K . ~ . Y" . ~, . t V';' ~~ -. .UI>\.! (,.::'-.'; '= 6~ ~)) REMOVE CURB I - - I REMOVE CURB . '~... ~ EXISTING <:'6 II ..,
!1 II I deco.t ~t~v ~T ~()iQNG'C RBe" ~X ~ .~~ ~~~E'gCf~N~f~X 29~t -.;,~:~ (y,,~~t(f INSTALL PAVT. I ~SJ~~~~~' /-+ AREA TO BE :~1"2 n ~ - II j~
II 1/ ,,1 /<1'; ~ ~V I~ND T<l"M 1EW1lR11 AlSlLT / . <::' ..;:2[.?::: ~~WuE~JstAB fj]'f1 :~;..:0~~ 9 ~ ~ll" /7\ \ /I \ \ \~ \\\~~~~~~~ ... REMODELED -tij' (0 ~ ~ ~
II II p:rII1) ~~~/ ~ ~/7 '.'~ ..... Y'" EQUIPMENT 13'( 011-fERS' ~~;: (~l ll'. f'/\ '11\ ~ \. \ ,\<<\ \ l el!!$ I \ 7,232 SF :,,.: i
II II 1,.1j)i.<;I~~~/ '~~/~~,--':-- ~5~~Vv", ~ ., II LPSlJ1;>"- ,/ji ...... ^\\'f\~\\\' "\\\\ - . ~I 5. ~@ CONFIGURA110Nt.~cone ~ \1
I I L. ,<<< V ./.. V..' .' ..'~"..'~~ .' /' ....~ '.. ~ ~ct.6'SIJRlV " ~ . 71 ~i( \J U MAY VARY .~. (>\~~
I', I,: :::k~ >) <t>/p' ~ ~?W',') '~A ~EEJ)l( ~~~ .' ~< ~ \t<) , ~""'" 0 8 . 42 EXIST. -_:-= r1..
I', 1~'(U"16' .'. '.' /r /,' ~' /, .~'..."", ./ /. '-.:.'. " I I 4- ~ ;)vent stack SPACES -==-, II
i)> . "'" ./: v'" . ~ .,~. - ,'/. .... ~ .~. ~.,/ ......... '-...: 'I' . ~ asphalt pavement::;: I '
I II I . <'\i:)' SAW CUT PAVEMENT' ;/ " .. ,~ . ~. RELOCATE tJGHT POLE /) CONSTRUCT NEW ISLANDS II' 21,716 SF ---? i:
_'"".'.11 II I~ <++i ~v '--' ,---'---N M~ ~.. - all>2;',--- -z2V1Zj@/I/I/I/I! 11/////1' ~/I '1' 1// ~- 9 9--t~JI) TO BE LEFT ., 6":;cN~:b(tYPical)- \
II II ~:~ ++ )+:11 ~~~~ //<"~ .~~+?/ "---... ~~~ ~~I j / / / / I / '" '" "'/ (r _. 48,109 SF VACANT ~ ~~~rg~E - i'l.
:11 a: ~III -'1+ /v...<.:> 1,~";~If1ft~s~ip:~~0~19:::::~<::: B!: ... 327 SPACES REMAINING ... ~ _ ~_T_SE: D~SHT' r :,1
I ~: UJ~I ~ \
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-....
1: ::!~tf !1+~il;;<t>~~~I~g~~~~~s~~g~~N~:U~O.s~{<@Yb5 ~"-.,::.:::::; h;-,/ II / / /7! rrTfT! '/ /7/ 1/7 fI1J(- _ EXISTING '~__-~'/"/~ )
"I ~ ROOMS " : hi
: ;~: 2 ~ '~.......;~.?...i.'.i.t ?li,f.I...., ...~~]~ J- "- ~'l~~~i~~~rt ~~~.<z-:b ,/j J, +- ~\TY,~ CLEATR~~~~ (j+-A ~ 56,600 SF <.~;~. ~~~rg~~E
1 ij ~ ~f;.J.lYt~~ ~.~. ...~.~'~...-. ~21 '.~~;t</'; t 0 ,,[t:;LII/~d>~~VLj~~~L~~j~~/(i/Z: --' _SEEDn. T i \
: _ '/ Z . " ~ SmIPE. flag ,,~ f,g.i(P1J: I :
-4:~ !. ~ T-<. =-l'~ . , X ~;- .:;l>l.v<, I Q:', :~[> ,~"',.-.-- , .-, : - ,- --.:- .-:" ". ".-~- ". ".-.,. i; 1<j;(;)l~SW9~r~.!<):::R~I.$~j;dIAW "'-, ,Y'.: ~t ~.' I ~" ~':J ~ -12 1
i :: 60--< "'"" : ~ r. ~ / / / / /777 ~X;s'-r;:dn // / / / ~ L TENANT PARCEL EXISTING iff "\ LOS p h 0 It po, e m eo t ~-.. to89 Y 1- : JO_Otl
~ Y [ I: ~ ~' ",J~ Expi~:i~ TO ~ 180,85' TOR~~~~IN 1 PROPOSED - ~'\ - - - - ----- - - - - -- - ",~- --c_=_;;;:..-=-_=-~- - '\ . - .,..:::: - u>. "J '1~
: 1:1: !: -_.- I~ - '!~~ J~~:~i~~~~~ ~~ E~~. D~;:~~~~~~D: ~~~:m ~ ~,~~ -----------~- --- -~~..~~: - ~
I 15'R,C.P. 8 : I N 2::0,0::< LIMITS OF NEW BUILDING / ~ TO BE m TO POND I SEE PAVING, GRADING 1----- ~ ~ '-'--~ X:=. . . ~. X-:== - X- -X <.X -""" 10" -
" III t f~.' .;...J~~ L. PR,o~O~E9j1S~ FLOOR ELEV, 41.75 /~..~ .- AND DRAINAGE FOR DETAILS -~- ~.5 \ r'c>" "'---=....m.___..... ....... -... ^"..... """'" -..../A'oom- l\'wPl''':''
" N NEW I"~ ~ (,)'W / / / / / / / / REMODELED to . . 1.5 FENCE ON IN "- ,../' ~dirt pedestrian
Is II ., .o~ ./-4.......- / L.:. 178.9 '-----'
I ~ I~ ~~~g~E1'~'5~" ~ / ,. 29,241 SF ~ uu \A "'" __ _+ "X 0.6' SOU pathway
I II .~ SEE Dn,.jHT I '~~u;'8Z~< BABI~,~ 'R US ;/. ~ ;~\ II
~ I c __.... . EXISTING 1st FLOOR ELEV, 41.75
I II I~ O':~t 11!;f .~- R~~~N 7,B99 SF EXPANSIC~ '
::: OL~ q!~; I,',' >;."~~iti NOO~:~~:EHR't';Jl~ 220,34'; MAIRSHALL'S [J SEEDn.SHT_ ~.. .........., ~ .~I "I I II \I I Ir-t-
I 11 r.1 I be Itflfj~ asp h a I t / / / L / / / LL..L... ~ propane I-- - - - - - - - Ly I -it asp h a I t P a v e men t _n~t 1\ I II
I II P"0J1t:. f 106,32 \...~rl p a v e men t '<t V/ / ,.,,/r'...tank II EXIST, RAMP \ I ,fA. ' 32 EXIST. I r ...JI I \
I II I'r.. .....11 J -....:.::T:.::S - - ~6'~ -.;- - - - --1..- U. UC,e:;"o 00 0'1;10 T II-J ---------~ SPACES II II j
/ ............ ~ _ ~ c. ., ~ '<t ~ ~- dR-b.., v C! i OA~! J
~ )A~q +.
conc wall
~----Tll--!O:. (./ - ~.x...:~~',\:""-"'~'_'" ~ -"_ ---=-~h _~X. .('~~,-=v -X .. X~......x., .-~ ~ ~1I1~'\' I
I II evidence of underground GTE line along property tine ';0 CB 0 sf ~ci '-fen~e 1.5' south, : 0 ___ 10.00 UTILITY EASEMENT
. 0.2 east --r-~ O.R. BOOK 4621, PG. 1928 - 1929
::: ' 1''ft. l~~l___~__~___________________J OJ : ~
OWNER: Landing Clearwater I
l~/O Carter-Haston Real Estate I I I
;5301 Westend Ave Suite 200 I I I I
l~ashville, TN 37203 I I I I
NW COR., NW 1/4.
NW 1/4-, SECTION
17-29-16
-
FUTURE PROPOSED
OVERPASS MONUMENT
SIGN SEE ARCH.
PLANS FOR DETAilS
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U.S. 19
MONUMENT
SIGN
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EXISTING OAK
EXISTING PALM
EXISTING LIGHT POLE
EXISTING MONITOR WELL
TOTAL SITE AREA BEFORE R/W TAKING - 17.17 ACRES
EXISTING IMPERVIOUS BEFORE R/W TAKING - 656,959 SF - 87.83%
TOTAL SITE AREA AFTER R/W TAKING - 16.37 ACRES
PLUS SURPLUS PARCEL ( AFTER FOOT IMPROVEMENTS COMPLETE) -
TOTAL SITE AREA (INCL. SURPLUS PARCEL) - 16.60 ACRES
PROPOSED IMPERVIOUS AFTER R/W TAKING AND SITE
MOD/FICA TIONS AND BLDG. RENOVATIONS - 640,691 SF - 88.60%
THERE IS ACTUALLY A 17,314 SF REDUCllON OF IMPERVIOUS AREA
THE IMPERVIOUS % IS HIGHER BECAUSE THE SITE IS SMALLER
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TO BE REMOVED
PROPOSED OCCUPIED BUILDING AREA - 181,171 SF
(NOT INCL. 21,716 SF TO BE LEFT VACANT)
EXISTING AND PROPOSED PARKING - 797 SPACES
- 4.40 SPACES / 1000 SF OCCUPIED
INDICATES AREAS OF
NEW PAVEMENT
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PARCEL ID: 17/29/16/00000/220/0400
OWNER: David & Eunice Carpenter
c/o Gold-n-Comb
1922 Whipple Ave NW
Canton, OH 44708
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SURVEY PREPARED BY
POLARIS ASSOCIA TES INC.
PROFESSIONAL SURVEYING
2915 S.R. 590 SUITE 17
CLEARWA TER, FLORIDA JJ759
(727) 669-0522
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~ EXISTING SLAB, ASPHALT AND UTILITIES TO BE TO REMAIN
TO BE REMOVED IN LIMITS OF NEW BUILDING, I I
PER ARCHITECTS SPECIFICATIONS REMODELED 9,989 SF PROPOSED I
NEW FLOOR SLAB 30,320 SF STORMWA TER l I
FINISH FLOOR ELEV. = 41.75 POND I II I
EXISTING FINISH FLOOR ELEV. 41.75
PER POLARIS SURVEYING, INC, SEE PAVING, GRADING I ,I :
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FIELD LOCATE
EXiSTING WATER
LINE TO DETERMINE
IF RELOCATION is
NECESSARY TO
KEEP AWAY FROM
PROPOSED FOOTINGS
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OF SLAB, SEWER lATERALS
TO BE PLUGGED AND
ABANDONED IN PLACE.
WATER TO HAVE BLIND
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AND RESTRIPE AS SHOWN
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10"
12"
3706../11, '
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37.27
CONSTRUCT NEW ISLAi'-lDS
AND HEADER CURB TO
HA VE 6" REVEAL
CUT CURB
FLUSH WITH
PAVEMENT
40.36
4026
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40.22
40.19
40.39
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40.05
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TYPE S-1 ASPHALTIC CONCRETE
SURFACE COURSE
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L1MEROCK LBR-100 COMPACTED TO
98% OF AASHTO T-180
NORMAL COMPACTED SUB-GR:ADE LBR 40
COMPACTED TO 98% AASHTO T-180
_. -
-
--
NOTES
ALL EXISTING DRIVEWA YS THAT ARE TO BE CLOSED ARE SHOWN TO BE REMOVED
AND TYPE F CURB CONSTRUCTED TO REPLACE DRIVEWAY CURB
CONTRACTOR TO SAW CUT EXISTING ASPHALT PAVEMENT AT DRIVEWAY TIE-IN POINT
NEW DRIVEWAYS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH F.D.O. T. STANDARD
INDEX # 515 - URBAN TURNOUT
MAINTENANCE OF TRAFFIC (MOT) TO BE IN ACCORDANCE WITH F.D.O. T. STANDARD
INDEX 621.
6.15
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40.31
40.58
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40.25
CUT CURB
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40.41
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STORMWA IE
42.1 POND
41.\8 41.23
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41.39 PROPOSED
GRATE INLET I
TOP = 40.18
IE. = 37.00 I ,) I
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{L PVC @ 0.40% I 1-40.72 PROPOSED I I
41. .06 .rvvv- 'lU.O,:; 40.71 II GRA r:. INLET I:
i PVC CLEANOUT _\ -ttS_~\~Y rPE... TOP _ - 40.72 - - -lr -
r- IE. 38.37 ----t + ~ IE. - 37.00 J ~:
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40.19
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IE. = 35.24 V
65 LF 6" PVC
UNDERDRAIN
I.E. = 38.75
(SEE DETAIL SHT.)
1/ 41.9
OUTFALL STRucn
III-- I.E. 38.75
... (SEE DETAIL SHT.
M.E.S.
IE. = 35.64
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PROPOSED
GRATE INLET
TOP = 40.70
I.E. =
EXISTING ELEVATION
EDGE OF PAVEMENT
PROPOSED ELEVATION
L. P. )fJi'
@
EXISTING LIGHT POLE
EXISTING MONITOR WELL
DIRECTION OF SURFACE FLOW
INDICATES LIMITS OF
BUILDING DEMOLITION
/
INDICATES AREAS OF PAVEMENT
TO BE REMOVED
o
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NEW PAVEMENT
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NEW CONCRETE
LIMITS OF AREA
BEING TREATED AND
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ACRES
LIMITS OF
REDEVELOPMENT
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fll~t I ~ / :H~;: / v, /;~ ~ EXISTING SLAB, ASPHALT AND UTILITIES ~ TO BE TO REMAIN I I I I
1...11 :/.. ~ ~' ~/ ~ 0 TO BE REMOVED IN LIMITS OF NEW BUILDING. / I I I
:J It I TOP ELEV = 44.17 . ./ ;(j /0 ~ ~ /J.-:;3 PAD TO BE BROUGHT TO ELEV. 41.42 AND COMPACTED // REMODELED 9,989 SF I PROPOSED I
~:Iq; l/i~~O:T}5ik' '349 ! ~~~ I A ~ i PER ~~~';~g~~ ~~;~lFICATlONS ;; 30,320 SF : STORMWA TER I l :
15"R.C.P, ()~I~I /' ~77///ff~ J /Vi 5 FINISH FLOOR ELEV. = 41.75 / POND I I
/(//.<. / ///A'/!/'// 0: "'" 1 ~ z ( TO MATCH EXIST. SLAB ELEV.) / EXISTING FINISH FLOOR ELEV. 41,75 I C'Et- PAVING GRADING I I
N~'~[H 8Z0'ii/ v/Y/&~ ~ ~)//..L/////J~U1///////0 / PERPOLARISSURVEYING,INC. \ ,..)", II I
:I~: : ~;2- / W&~ CONC sfAB' I v. ;; S~~~E~:;;;E~R~~/%/t<oo ' NOT FIELO O~ATE~ ~ ~ II AND DRAINAGE SHEET :
IJ t , I CONTRACTOR TO REMOVE I
l~' ". : EXIST, SEWER AND WATER I
:I~I,. %l!. -{] I NOT fIEL~ LOCATED I ~ ~ ~~:NT~R~A OE~S~DEt j @ I ~ I ~ I ~ 31 ~ \ I
IIJI 0 u. TU :PROPO ~. I ~ TAKEN FROM1 DE~3IGN PLANS 0:: % OF SLAB. SEWER LATERALS / g ~ ~ s I ~ L ~ I
~ I z /. TO BE PLUGGED AND / -.J 10 f.fl 0 f.fl \) - I
I.~g rUMP .~~::- Cl. top of p"pe 8 S:2:/ ABANDONED IN PLACE, / 0 Vi I -.J :; d :; .,.,..-;x:... -<i ..',..'. (;[:'"'7'00" yl
I ~ ..:; :.'. 'l~:::kn )t;O I i3 e!ev==39,Q ,t g I ~ :/ ~ ~t:~~E TI~S~~~EEgL~D./ EXISTING WATER SVC. ~Cl.-.J - ll..ll I:::E ~ ~/~ :
~ ~ ~ ~ ~ TO BE USED FOR REMODEL
~.. 8" PVC WATER MAIN I.E. 34 W """'-n'1fTir""" -.J :::E CONNECT T,,1. 0 ~ / / CL CONC, THRUST BLOCK IF SIZE IS ADEQUATE. 0 z TO BE USED FOR REMODEL ,I ~ I Z < :=: I
1.0,' E36" CMP i.E, 35,6~ ~ ~j;/:: 'R;;;;;:~.,. ~ ~ EXI;;rI\lGvM~I'!h' e n \ g I ~ V ~ ~ INSTALLED ON ENDS ;; CONTRACTOR TO CONFIRM ~ ~ CONTRACTOR TO CONFIRM - - - -- - - -rL - - -I ~~ - l ~GL asp h a 1 t I go-.J I ~ p a v e men t I I
'0 n. : ~ ~~~ ~ RANS ~14~ORARY St1MPLE ~ I ~ .L~/;( / / / /~~L( j propane g~, r~ LOCATION AND ELEVATION I ~ i;<. .G I
?: ~__- r... /(( i J ~ POI TO IBE ~EM?VED -.J ~ . prevention Y / ./ (tank ~ r I EXIST. RA P I \- I I - ll.. I I
~ ~~ V ' AFTE LINE IS CLLARED 91 8' I device TO BE RE.JS( y / TO BE REMOVED ~ / ~'~:'(;N~R-14 :: ~: ~GL ~ I : I I I
III'" ......i.., TOP ELEV " ,1.17 ~. ~ ,\XIlI(\\\\\\\\1 \ I EXJSTING I ~I ~ I I ~ LJ 1~0 0 o,o~(~~lo1 V v ~f-l -------t-----1-i----.J I I Z I;:! ~ I I
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I I , INSTALL~8" ~~ ~ - - - - -.!. ~-;~ I I
\11 :1_ _ _. _ _GA5~VE AND BOX 1. _ ~ I - - 1~ -= _ _ _ \-' _ _ _ _ _ _ ~ - -_~~-=- - - -_-_ -=-,1-____-_ -__-__-__-__-__-__-__-__-_-=_-=_ -1- - - - - - - - - - -- -~-=-....J--=..:::=..J I
1"-- - L _ -"'.. -+- -=- -~~ - -'\- r~ t-" 1- - ~ - G- ~ - ..t.. -=- ---:'iJ .- -=-= =- ~~ --=-~-- -:-_....~ -=- -=- ---;:.,:::-= -.:::=-ry:::--"",--"..~ ...-l
ro~1t ~JJTQ~t::nc wall v - ,~~. ,.~.;;;;I~:/"" -/J - ~~'- ~~~.~_\-~ ~~_~~"'~ 4n~ v~ ~T.....- \I"::. .-0_ .3'J<~- ~~Y'"'-!""= AA.*--A~'_"""'" V ~._.~...~....._... .x....----..._._.'""'v.'. '''}J.'::UJ X .......--..L.L~....-L.L.--.k-......." .....~.......-......."'"'--'-...---.. .. -
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~t 7' 'I ~ evidence or und rg und GTE line along pro line SAW CUT PAV'T. TRENCH AND
~ REPAIR PAV'T TO INSTALL 6"
: . ! PVC oR-14 TO SERVE
/ · SAW CUT PAV'T., TRENCH SAW CUT PAV'T.. TRENCH AND SAW CUT PAV'T., TRENCH SAW CUT PAV'T., TRENCH SAW CUT PAV'r., TRENCH PROPOSED FIRE DEPT
I ~..':: AND REPAIR PAV'T, TO REPAIR PAV'T. TO INSTALL AND REPAIR PAV'T, TO AND REPAIR PAV'T, TO AND REPAIR PAV'T. TO CONNECTION.
IY; CORE DRILL EAST WALL NEW 2" PVC DOMESllC WATER INSTALL NEW GAS LINE. EXIST. 8" SAN. SWR. CORE DRILL NORTH WALL
~/ OF EXIST. INLET AT SERVICE WITH 2" REDUCED CONTRACTOR TO CONFIRM AND INSTALL NEW 6" OF EXIST, INLET AT
IE, EL 38,70 TO ACCEP PRESSURE BACK FLOW SIZE WITH ARCHITECT. PVC SAN. SWR. IE. EL 38.80 TO ACCEPT
NEW 12" PVC AND INS ALL PREVENTOR AND 8" FIRE GAS LINE TO BE EXTENDED SVC. @ 1.00% MIN, NEW 12" PVC AND INSTALL
34 LF 12" PVC SERViCE WITH 8" DOUBLE TO CONNECT TO END OF CONTRACTOR TO CHECK FOR 36 LF 12" PVC
DOWNSPOUT COLLEC ON DETECTOR CHECK VALVE EXISTING LINE. EXACT END CONFLICT WITH EXIST. STORM SEWER DOWNSPOUT COLLECTION
PIPE @ 1.00% TO W HIN ASSEMBLY, ~?NNECT TO OF EXISTING LINE UNKNOWN, AND WATER LINE PIPE @ 1,00% TO WITHIN
5' OF NEW BLDG. PROPOSED 8 PVC WATER CONTRACTOR TO VERIFY, CONTRACTOR TO USE EXTREME 5' OF NEW BLDG.
GROUT NEW OPENI G MAIN. CAUTION WHEN CONNECTING GROUT NEW OPENING
TO EXISTING VCP PIPE.
CONTRACTOR TO CHECK FOR CONTRACTOR TO CHECK FOR
CONFLICT WITH XIST. WATER LINE CONFLICT WITH EXIST, WATER LINE
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LIMITS OF EXISTING GAS LINE
AS SHOWN ON POLARIS SURVEYING
AS BUlL TS DATED 8/03/00
CONTRACTOR TO CONTACT
CLEARWATER GAS FOR ASSISTANCE
IN CONFIRMING LOCATION AND
CONSTRUCTION OF EXTENSION
I 2- REDUCED PRE~URE
/BACKFLOW PREVENTER
~2- WATER METER I
8- DOUBLE I
DETECTOR ~- PVC
CHECK VALVE ;'rATER LINE
ASSEMBLY /
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CONNECT TO J I \ -. -
EXISTlNG MAIN I~ \ L~- PVC DR-14 \
--- " .~ FIRE LINE I
lEMPORARY SAMPLE /S S \ -+- ~ - .L.~ - J,
~~~11?N~~sR~~~~~D \ '- ) - I 6- PVC DR-14 \ /
--- -J- FIRE LINE
- - - - - PROPOSED fiRE DEPARTh1ENT - - \ - V
CONNEC ON TO INTERNAL ~ _ .1 \
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CONTRACTOR SHALL USE DUCllLE IRON PIPE BETWEEN l11E CONNECllON
AND lliE BACKFLOW PREVENTER / WATER METER.
CONTRACTOR SHALL INSTALL AT LEAST ONE JOINT OF DUCllLE IRON PIP
OF ANY BACKFLOW PREVENTOR DEVICE.
TO lliE WATER MAIN
E ONlliE SERVICE SIDE
I
-
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INDICATES LIMITS OF
SAW CUT PAV'T.
TRENCH AND REPAIR
CONTRACTOR TO PROVIDE A KNOX BOX KEY ENTRY SYSTEM FOR EMERGENCY ENTRY.
(OBTAINED FROM lliE CLEARWATER FIRE DEPT.)
CONTRACTOR TO PROVIDE A FIRE ALARM PULL STAllON AT lliE NW EXIT DOOR. (v-lEST SIDE OF
BLDG.)
CONTRACTOR TO PROVIDE AN ANNUNCIAllON PANEL FOR FIRE ALARM IN AREA OF FRONT
ENTRANCE DOOR TO COMPLY WIlli NFPA 72 SEC. 1-5.7 AND SEC'S. 1-5.4.8 & 1-5.4.9
CONTRACTOR TO COORDINATE lliE RELOCAllON OF ANY/ALL EXISllNG FIRE HYDRANTS WIlli
CITY WATER DEPARTh1ENT.
ANY ABANDONMENT OF EXISllNG WATER MAINS TO BE COORDINATED WIlli lliE CITY'S WATER
DEPARTh1ENT.
lliE CITY OF CLEARWATER, AT lliE APPLICANT'S EXPENSE, WILL RELOCATE ANY/ALL WATER
METERS lliAT HAVE TO BE RELOCATED AS PART OF llilS DEVELOPMENT,
CONTRACTOR TO COORDINATE lliE GAS EXTENSION WITH CLEARWATER GAS. OWNER /
CONTRACTOR RESPONSIBLE FOR ALL APPLICABLE FEES TO RELOCATE / INSTALL NEW MAINS,
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INDICATES AREAS OF PAVEMENT
TO BE REMOVED
INDICATES LIMITS OF
BUILDING DEMOLITION
~
INDICATES LIMITS OF
NEW CONCRETE
INDICATES AREAS OF
NEW PAVEMENT
CITY OF CLEARWATER TO PROVIDE TAPPING SLEEVE & VALVE AT PROPOSED WATER LINE
CONNECTION LOCATIONS. CONNECTION FEES ARE TO BE PAID BY CONTRACTOR / APPLICANT.
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REVISIONS 7/24/02
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PLANT LIST
TREE REPLACEMENT
SYM.
QTY. BOTANICAL COMMON NAME
90 CANOPY TREE
QUERCUS VlRGINIANA/L1VE OAK
MAGNOLIA GRANDIFLORA/SOUlliERN UVE OAK
41 UNDERSTORY TREE
LAGERSTROEMIA INDICA/CRAPE MYRll.E
UGUSTRUM JAPONICUM/UGUSTRUM
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85 PALM TREE
SABAL PALMETTO/SABAL PALM
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TAXODIUM ASCENDENS/POND CYPRESS
12 MAPLE TREE
ACER RUBRUM/RED MAPLE
@ 44 PENNISEWM SETACEUM 'RUBRUM'/RED FOUNTAIN GRASS 3 GAL 30- HT. X 24- SPD.
FOR CONTINUATION SEE S~IEET 7C
SIZE
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O.R.
10.00 UTILITY EASEMENT
BOOK 4621, PC. 1928
1929
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FINISH GRADE\ ~ ~Of ON ~ ~O;LANS ~ ~Of
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SOIL PLANTING MIXTURE
~ ( r/LOOSEN ROOTS IF THEY
:( A I Y HAVE BECOME ROOTBOUND
IN CONTAINER
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3" EARTH ~;/,) ;j~5:~ L FINISHED GRADE
"~~~ --1J r
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· FLAGGING TAPE
3" MULCH t ~
6"MIN SAU~ ,12),.
FINISHED GRADE ..........~;-v.II..~~'l.,-I{;:;r 1/ ~~rrt~1'{f!
I!"I ,,'!J~l\~/ dJP' Y,
- - - - STAKE OR METAL
REMOVE BUR~AP DEADM~ ANCHOR
FROM TOP 1/2 OF BURIED DRIVEN
ROOTBALL INTO G OUND
BACKFILL
BACKFILL
GROUNDCOVER PLANTING DETAIL
2D
TYPICAL SHRUB PLANTING DETAIL
JUTE OR OTHER
BIODEGRADABLE TWINE
18"
.\
3" MULCH OVER
PLANTING AREA
3" MULCH
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GRADEJ TTT TTT :;:;:;l ~ lll- _"": .<,:: _.tII~ I - =:J ::I
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MUL TI TRUNK TREE PLANTING DETAIL
TREE STAKING DETAIL
2"x 2"
WOOD STAKE
-':T~
BACKFILL
PLANTING AREA
o
BACKFILL
NOTE: USE DETAIL
ON ALL SHRUB BEDS
NEXT TO GRASSED
AREAS.
NOTE; STAKE TREES ONLY AS NEEDED
NOTE; STAKE TREES ONLY AS NEEDED
NOTE: PLANT TREE SLIGHTLY
ABOVE ORIGINAL GRADE TO
ALLOW FOR SETTLEMENT.
WA TER TREE IMMEDIA TEL Y
AFTER PLANTING.
LA WN/PLANTING AREA EDGING DETAIL
DRIP LINE
-
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PINES
TREE PIT DETAIL
~
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~ 'aU~~-----------------2"'4"'3" HARDWOOD STAKE
~~~~ ---------------2"X4" HARDWOOD BRACE
---CLEATS BANDED TO TRUNK
OVER BURLAP WRAPPING
=--------- ROOTBALL
.11
11
TREEPIT
~~
3" EARTH BERM SAUCER
SPECIFICA nONS - WOOD BARRIER
1. MINIMUM RADIUS TO BE PROTECTED:
A. HARDWOODS - 2/3 OF DRIP LINE OR 6', WHICHEVER IS GREATER.
B. PINES - DRIP LINE OR 6' WHICHEVER IS GREATER.
2. MINIMUM 3' IN HEIGHT.
3. METHOD OF ERECTION (SEE DIAGRAM):
FOUR CORNER UPRIGHTS OF NO LESS THAN 2" X 4" LUMBER WITH HORIZONTAL
MEMBERS OF NO LESS THAN 2" X 2" LUMBER,
4. BARRIERS TO BE ERECTED AROUND REMAINING TREES BEFORE CONSTRUCTION OR
NEARBY TREES ARE REMOVED.
5. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF AREA.
MINIMUM
2"X4"
"L MINIMUM
2"X2"
2/3 Of lliE DRIP LINE
FOR HARDWOODS
{]
5 LAYERS OF BURLAP
(WRAP AT POINT OF
SUPPORT)
. FULL DRIP LINE FOR PINES
~
-::::::
~
(4) 2"x 4" WOOD CLEATS
(BAND TO TREES)
(4) 2"x 4" WOOD BRACES
NAIL TO CLEATS; SPACED
90' APART & SECURELY
FASTENED TO 2"x4"x36" WOOD
STAKES DRIVEN INTO GROUND
NOTE TO CONTRACTOR:
~\~~
~T~<<I'~
~l ~~/ \\~
~~
2.' .. 7 ~==-- J
MINIMUM MINIMUM
'-5"
1/3 HEIGHT 3" MULCH
OF TRUNK
TO BRACE
TREE BARRICADES & EROSION CONTROL MEASURES
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN
INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO
MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY
INCLUDE CITATIONS AND/OR PERMIT REVOCATION.
.... . '<.(\ jFINISHED GRADE
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TREE BARRICADE DEl AIL
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1,
GENERAL CONSTRUCTION NOTES
ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM.
LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PLANS, THE CONTRACTOR SHALL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA,
THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROViDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTiLITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING
FACILITIES, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE
WORK PERFORMED BY THE CONTRACTOR.
ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION,
IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST
REVISIONS AND/OR LATEST EDITION,
ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER, SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH ARE FROM THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE, ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER,
AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED, ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE,
WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES,
IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
COMPANIES.
BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS
DETERMINED BY AASHTO T-99,
SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P,S,I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
REINFORCING SHALL BE BILLET STEEL BARS CONFORMING TO ASTM A615 GRADE OR
BETTER.
PAVING, GRADING AND DRAINAGE NOTES
ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E, MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS, ·
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED, DEWATERING SHALL BE USED AS REQUIRED,
IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE
ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COORDINATE
WITH OWNER'S ENGINEER PRIOR TO ANY ELEVATION CHANGES.
PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE,
5. FITTINGS FROM 4" THROUGH 12" IN SIZE WILL BE COMPACT DUCTILE IRON CAST IN
ACCORDANCE WITH ANSI/AWWA C153/A 21.53 WITH MECHANICAL JOINT BELLS. BOLTS, NUTS,
GASKETS SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ANSIjAWWA C153/A 21.53. THE
WORKING PRESSURE RATING SHALL BE 350 PSI. DUCTILE IRON FITTINGS SHALL BE COATED
AND LlNEDIN ACCORDANCE WITH REQUIREMENTS OF ANSI/AWWA C104/A 21.4. MECHANICAL
JOINT GALNoS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI/AWWA C111/A 21.11.
WHEN REFERENCE IS MADE TO ANSI/AWWA STANDARDS, THE LATEST REVISIONS APPLY.
5,
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 EQUALLY
SPACED FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY
TWO JOINTS, WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED,
THE SEWER SHALL BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR 20 FEET
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
FEET 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:
GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET 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 FOOT
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 INCHES
ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE
STAGGERED.
FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN.
SANITARY SEWER/RECLAIMED WATER AND 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
FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE
MAINTAINED BETWEEN RECLAIMED WATER LINES AND EITHER POTABLE WATER MAINS
OR SEWAGE COLLECTION LINES. AN 18 INCH VERTICAL SEPARATION SHALL BE
MAINTAINED AT CROSSINGS.
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS
IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, A 10
FOOT HORIZONTAL AND 18 INCH 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, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION
(DEP) 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.
6,
THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES,
IT is THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING
ANY EXISTING STRUCTURES FROM THE SITE,
THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN
DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY
FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND
TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY, THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY, WHETHER SHOWN ON THE
PLANS OR LOCATED BY THE UTILITY COMPANY, ALL UTILITIES WHICH INTERFACE
WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE
UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY
COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
CAUSED TO THE CONTRACTOR BY THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO
THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED,
THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION,
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC" WHICH SHALL BE MAiNTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS.
ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION is COMPLETE,
WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SOooEo IN ACCORDANCE
TO THE PLANS,
CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS, IN ADDITION,
THE CONTRACTOR SHALL PLACE STRAW, MULCH, OR OTHER SUITABLE MATERIAL ON
THE GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND
EX I T THE SITE, IF, I N THE OP I N I ON OF THE ENG I NEER AND/OR LOCAL
AUTHORITIES, EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO
REMOVE SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR
AUTHORITIES.
I F WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR
SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION, OR OTHER
ACCEPTABLE METHODS.
THERE IS TO BE NO DISCHARGE (I ,e, PUMPING, SHEET FLOW, SWALE, DITCH,
ETC,) INTO EXISTING LAKE SYSTEM, WETLAND, OR RIVER, WITHOUT THE USE OF
SETTLING PONDS. IF THE CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING
LAKE SYSTEM OR RIVER, A SETTLING POND PLAN MUST BE SUBMITTED AND
APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
CONSTRUCTION,
WATER SYSTEM NOTES
2,
7.
3,
8,
4.
5.
9.
6,
7,
10,
8.
9,
11.
10.
12.
13,
11.
12,
14,
15.
13,
14,
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS,
3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER TO BE RESOLVED BY
ADJUSTING THE WATER LINES AS NECESSARY,
4. DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSIjAWWA C151/A21.51-81 OR
LA TEST REVISION. PIPE THICKNESS CLASS, WALL THICKNESS AND WORKING PRESSURE
SHALL CONFORM TO THE FOLLOWING TABLE:
RA TED WATER
WORKING PRESSURE (psi)
350
350
350
350
15,
1,
16.
ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTrl~EO
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AN8
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED, ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY
AND ENGINEER OF RECORD.
CHAPTER 77-153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY
ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING.
MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW
SERVICE LINES, THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR
SERVICE LINES IS BY AN ON-SITE INSPECTION BY THE RESPECTIVE GAS
PERSONNEL. THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE
RESPECTIVE GAS COMPANY TWO (2) WORKING DAYS BEFORE ENTERING A
CONSTRUCTION AREA,
THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERING INSPECTION AND CERTIFICATION, IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO HAVE PROPERTY CORNERS, WHICH HAVE BEEN LOST DURING
CONSTRUCTION, RE-ESTABLISHEo BY A PROFESSIONAL LAND SURVEYOR,
THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS, THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING APPLICABLE TESTING WITH
THE SOILS ENGINEER, TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING
REQUIREMENTS AS SHOWN ON THE ENGINEERING CONSTRUCTION DRAWINGS, UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER IS TO SUBMIT CERTIFICATIONS
TO THE OWNER'S ENGINEER, STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
THE CONTRACTOR IS TO REVIEW THE SOIL REPORTS AND BORINGS PRIOR TO
BIDDING THE PROJECT AND COMMENCING CONSTRUCTION,
THE IRRIGATION SYSTEM SHALL HAVE COLOR CODED PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE,
THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY,
ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER,
15,
2,
17.
SIZE CLASS
4" 51
6" 50
8" 50
12" 50
THICKNESS(in)
0.26
0.25
0.27
0.31
3.
18,
THE TRENCH LAYING CONDITION SHALL BE TYPE 2, FLAT BOTTOM TRENCH BACKFILL
LIGHTLY CONSOLIDATED TO CENTERLINE OF PIPE, PIPE SHALL BE MANUFACTURED IN
ACCORDANCE WITH ANSI/AWWA C151/ A21.51-81 OR LATEST REVISION. PIPE SHALL
ASPHAL T COATED ON THE OUTSIDE AND SEAL COATED WITH APPROVED BITUMINOUS SEAL
COAT IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-80 OR LATEST REVISION.
4,
5,
6.
ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FDOT STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES,
19,
7.
THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES, SEE "EXTRA BASE FOR CROSS CULVERTS UNDER
FLEXIBLE PAVEMENT DETAIL."
STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS".
ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS I I I (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED,
PIPE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE
STRUCTURES, PIPE LENGTH FOR MITERED END AND FLARED END SECTIONS ARE TO
END OF PIPE,
ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS,
THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, 1991, OR LATEST REVISION THEREOF AND
SUPPLEMENTAL SPECIFICATIONS THERETO,
UNDERCUTTING AND/OR OVEREXCAVATING THE RETENTION/DETENTION AREAS WILL
NOT BE ALLOWED,
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND
SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW
FIN'AL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES
INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES, THE
CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO
THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT
SYSTEM.
10, GATE VALVES 4" TO 16" DIAMETER, INCLUSIVE, SHALL BE RESILIENT SEATED GATE VALVES
IN CONFORMANCE WITH ANSI/AWWA STANDARD SPECIFICATION C509-80 OR LATEST
REVISION.
11. ALL FIRE HYDRANTS SHALL BE IN CONFORMANCE WITH CITY OF CLEARWATER CONTRACT
SPECIFICATIONS AND STANDARDS - TECHNICAL SPECIFICATIONS - ARTICLE 41.02.E.
HYDRANTS SHALL BE IN ACCORDANCE WITH THE LA TEST REVISION OF A WWA SPECIFICATION
C-502,
12, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES, PLANS, AND
SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND
SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL
POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE
COORDINATED THROUGH THE LOCAL REGULATORY AGENCY.
13, THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR, THE RECORD DRAWINGS SHALL
SHOW THE LOCATIONS ON ALL WATER MAINS AND SERVICES. THE CONTRACTOR SHALL
PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.
20.
6. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION,
7. RESTRAINT OF PLUGS, CAPS, TEES, BENDS, ETC" SHALL BE ACCOMPLISHED BY THE USE
OF APPROVED MECHANICAL RESTRAINING RINGS OR GLANDS INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS, HYDRANTS SHALL BE RESTRAINED BY THE USE OF
SWIVEL CONNECTING JOINTS, RESTRAINING MECHANICAL JOINT GLANDS ON HYDRANTS
SHALL BE USED ONLY WHERE HYDRANT RUNOUT LENGTHPRECLUDES THE USE OF SWIVEL
JOINT CONNECTORS.
8 , POLYVINYL CHLORIDE (PVC) PIPE 4" THROUGH 8" SHALL BE IN ACCORDANCE WITH
ANSI/AWWA C900-81 OR LATEST REVISION AND THE AMERICAN SOCIETY FOR TESTING
MA TERIALS (ASTM) STANDARD 0-2241 AND PVC RESIN COMPOUND CONFORMING TO ASTM
SPECIFICA TION 0-1784, REFER TO CITY OF CLEARWATER TECHNICAL SPECIFICATIONS.
ARTICLE 41.02.B.2 FOR FURTHER DETAILS ON PVC PIPING.
9, WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89.
8,
9.
21.
10,
11.
22.
12,
23,
13,
24.
14.
25.
26,
16,
1 .
CLEARING AND EROSION CONTROL NOTES
PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE
CONSTRUCTION PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL
REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN
GOOD CONDITION, NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT
WRITTEN APPROVAL FROM THE OWNER,
THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH TH SOILS TESTING REPORT, COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY,
THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION,
THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER,
ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS, ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
2.
PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS
THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL, THE CONTRACTOR IS TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE AN INSPECTION,
THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER, TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET,
1,
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER, PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
CONTRACTOR TO PERFORM CHLORINATION. BACTERIOLOGICAL SAMPLING SHALL BE
BY THE LOCAL PUBLIC HEALTH UNIT AND/OR LOCAL UTILITY.
CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM.
COPIES OF ALL BACTERIOLOGICAL TESTS TO BE SUBMITTED TO OWNER'S ENGINEER,
2,
2,
3,
4.
5,
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1,
SANITARY SEWER NOTES
ALL SANITARY SEWER MAINS & LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER,
ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS,
ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES,
PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
o-3034-77C, MA SoR 35, INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION 02321,
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR,
ALL PVC FORCE MAINS SHALL BE CLASS 200, SoR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN" .
ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21,50
(AWWA C 150) AND ANSI A21,51 (AWWA C 151), DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21 ,6, A 21 ,8. OR A 21 . 51 .
ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE 0, I ,p, ARE TO BE POLYLINEo OR EPOXY LINED,
ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING,
THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR, THE RECORD DRAWINGS SHALL
SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS AND
SERVICES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER,
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10.
1.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE
OWNER'S ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE
TO SCHEDULE INSPECTION.
THE CONTRACTOR SHALL PERFORM AN INFILTRATION/EXFILTRATION TEST ON ALL
GRAVITY SEWERS IN ACCORDANCE WITH THE REGULATION AGENCY HAVING
JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD
AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL,
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY,
ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL, COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY,
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SAFETY NOTES
DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT, ALL SAFETY
REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR, THE CONTRACTOR OR HIS
REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE
TRAVELING PUBLIC AND THE SAFETY OF HIS PERSONNEL. LABOR SAFETY
REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE
FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
THE MII,IIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE STATE
OF FLORIDA, MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND
HIGHWAY CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS: SHALL BE
FOLLOWED IN THE DESIGN APPLICATION, INSTALLATION, MAINTENANCE, AND
REMOVAL OF ALL TRAFFIC CONTROL DEVICES, WARNING DEVICES, AND BARRIERS
NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE
PROJECT LIMITS,
ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS
SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY
THE U.S, DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION,
LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY
OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION,
IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND
ENFORCE ALL APPLICABLE SAFETY REGULATIONS, THE ABOVE INFORMATION HAS
BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY
THAT THE OWNER OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY
REGULATIONS.
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NOTE:
1. TRENCHES LOCATED UNDER PAVEMENT
SHALL BE COMPACTED TO 100% OF
MAXIMUN DENSITY BY A.A.S.H.T.O. T-99,
METHOD C.
2. TRENCHES NOT LOCATED UNDER PAVEMENT
SHALL BE COMPACTED TO A FIRMNESS
EQUAL TO THAT OF THE SOIL ADJACENT
TO THE TRENCH.
3. REPLACEMENT OF PAVED SURFACES SHALL
BE MADE IN ACCORDANCE TO APPUCABLE
LOCAL REGULATIONS.
EXISTING PAVEMENT
................................... EXlSTING GRADE 7
'>~7;:('(/i<<A..................................... '-<:0S7F:r,r-1
' "'~\ ..'. " '... " ..'. " '... '. ',., '. '.'. '. ..., " .,'. " .,.. " ',., " ..'. " .... '. ..., ' ?>> .
~ '. '. " '. " '. '. '. '. '. '. " . ('\(
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EXISTING ROAD BASE ~ '....','.,..,'......,....,..,...,,"...'.,.,,',.'..,,'...,..,.,.....,',"..,..,....".."..,.....,'. ~
~"" , '.' , ',' ..,. ,',. . '. . , ',' . '.' . '. ' . " ' . '.' . " ' , ',' ~ COMPACT IN
~ . " . . . , " . " , .' . .' , .', '. '. '. '. '. . ~ 12" LAYERS
~ A'\"
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~'<< " '. '. " " '. '. '. '. " '. '. '. rf::~ 12" ABOVE
~ ~ PIPE
0: y)\S COMPACT IN
;< <<'-\ I 6" LAYERS
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.:;y " '. '. " . '. '. '. '. V0-Y-
>>; '.' " '. ' " " ' " '. ' "1 ',., ' '. " . " " . '. " .~"0
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.~ " '...'.'. '. '. " " " " . /<<~
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COMPACT IN
3" LAYERS
t
TRENCH BACKFILL
DET AIL
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GEOTEXTILE CRITERIA --- ~ I. ,. ,,/
GRAB TENSILE STRENGTIi 90 LBS ..~
TRAPEZOIDAL TEAR 35 LBS
MULLEN BURST 180 PSI
SEE FDOT INDEX NO 199
POST (OPTIONS: 2"x4" OR
2 1 /2" MIN DIA WOOD; STEEL
1.33 LBS/FT MIN)
6' CENTERS MAX
PREASSEMBLED SILT FENCE
14:W-tt ~tt 14
~ II ~
>--< '>--<
tt ' fl
j!~tt ~~~
STORMWA TER INLET
PLAN
2"x2" WOOD STAKES WIRE OR NYLON
2 PER BALE~ BOUND BALES
~l.l rEXIS11NG GRADE
II
u ~ 2' (MIN.)
SEC11 ON
I FLOW I FLOW I
ill $tw I ~i~ I :W-~ ill
I DOWNSLOPE
ANGLE FIRST STAKE
TOWARD PREVlOUSL Y
LAID BALE
n nn nn nn n
j~ i1it r -fH it j- t111t ~f-t
~ I f- II-I ~!+- vttttlt- J I -:-1m= 1* +
II 1/ II 1/ II /I II 1/
UlJ u/J UlJ ulJ
BALES BUTTED TIGHTLY
TOGETIiER
ELEV All ON
STRAWBALE SILT BARRIER
EROSION CONTROL DETAIL
ERO-CON.DWG 6/09/94 NTS
DITCH WIDTH (W) + 4'-0"
6"
~1
SURFACE REPLACEMENT
TWICE THE ORIGINAL
THICKNESS - SEE NOTE #4-
~_I/ SAW CUT
f-
2T OR 10" MIN.
BASE CONSTRUCTED
IN TWO COURSES
AND PRIMED.
AREA
3
REPLACEMENT BASE
SEE NOTE #3 j
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r<)
TYP.
6" LIFT
6" LIFT
AREA
2
SEE NOTE #2
12" LIFTS
AREA S
SEE NOTE ~6 C
PIPE ZONE ~ [
0,
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T = THICKNESS OF
ORIGINAL BASE
DIAMETER, D, VARIES
TRENCH WIDTH, TW
MAX, = D+3' -0"
MIN. = D+2'-0"
TW
GENERAL NOTES:
1, Base and backfill materials shall be either of the same type and
composition as the materials removed, or of equal or greater struc-
tural adequacy. Material contaminated with deleterious substances
during excavation shall not be used.
2, The mea of the trench above the pipe zone and below the base
course must be backfilled and compacted in layers not exceed-
ing t.welve inches, except that the last two lifts shall not
exceed six inches per lift.
3, Base material shall be placed in two courses and each tested to meet
specified density.
4, Replacement asphalt shall be twice the original pavement thickness
with a minimum of two inches and be of Type S1 or S-3,
5, lAW Subdivision Ordinance, shoulder extends eight feet from edge of
pavement. Use LBR 30 (or better) back-fill material in top 24 inches
of tr,ench.
6. All fill up to the spring line of the pipe must be hand tamped,
OPEN CUT DETAIL
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CONCRETE SLAB DETAIL
N,T.S.
Ql
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1)' ~.<5
f
r Inlet Type 2 Symmetrical About f
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Detail This Sheet '6. V
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Support Post
10'-0'
lo~
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'=. f Inlet
~
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13'-0'
L_A
PLAN (INLET TYPE 2 SYMMETRICAL ABOUT V
I:
10'-0'
I To B~ Paid
1~~1As C, & G'I ~
1.-/ ..~
I 1~
: 3'-0' kJ
G<Jtter
Trans,
ABOUT V
TO Be Paid l
For As C. & G, .
F.L. Of G<Jtter............ ,..... \-! ~
-*-+ ~ ~.(
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3'-0'
Gutter J.
Trans.
SECTION BB (INLET TYPE 2 SYMMETRICA
Limits Of Inlet Construction
I
_ : <4 f-LLJ ~'t ~!1
~ II llr~,.-V~~
See Note \- 5' 0 Concrete .........~~'
No, 4 ..:. 'I ~ SUPpo;'1 Post I : I .-;:; ~
~ ~~r;;k.ete Or ~~. 3'-5" ../l'~
DIMENSIONAL SECTION
INLETS TYPES I AND 2
#5 Bars '-
~#5 Bars Unless
# Otherwise Shown
/ 6 Bars " o~ 'i' 'i' 3'
~ 'i' Ctrs, I K
II #5 Bars" 'i' Ctrs.
~lr : ::..--~~.~~:r-u
/Y '14'1 I'-~~
'7 Bors/ f- ..
U #4 Bars" If' Ctrs.
I. 3"0' Diameter ~
#4 Bars
" 8" Ctrs. .L'
Both Ways
REINFORCING SECTION
3'-6" DIA. STRUCTURE BOTTOM (SECT/ON AA)
/L1GHT DUTY GRATE
2" DEPTH
2.0'
/
o'
Z.
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l' /-:::~-:::'~~~~/~,..~.. .~,..:... <-BOLTED OR OTHER
t........ ./ ./ ./ ./ ./ '/./ / ./ · . .'. :'. CONNECTION EACH
./ ./././././/././/
./ SIDE OF SKIMMER
/ _..-r----- ;y!,o- ~
II I I I ( +
I ~ ....J- _- -=- _- _- _ -.J,) I, 0 \,
I 0 """" ,-
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~ ./,,"
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10 GA ALUMINUM SKIMMER; ",' ./ (" + '\ /"/
OPEN TOP AND BOTTOM-J .',. '. : .7 \ I"
/; '; ~.>~-':'/
t :' ~': _~','~" :~,:'. '~'.,/
. to. .: .. . "">.' 1/
4" TIiIICK CONCRETE
SLAB W/ 6"x6" #10 WWF..J
WEIR EL
OUTFALL
PIPE
SKIMMER EL
CONTROL
STRUCnJRE
SLAB EL
BOTTOM EL
WEIR
CREST
40.33
WEIR
LENGTH
12"
WEIR
HEIGHT
GRATE
ELEVATION
40.58
OUTFALL
PIPE
6" PVC
PIPE SKIMMER
INVERT ELEV
38.75 39.83
SLAB
ELEV
39.00
3"
MODIFIED TYPE .C. INLET
OUTFALL CONTROL STRUCTURE
CON-STRDWG 6/09/94 NTS
6.CONC. SLAB wi
6x6 10/10 W.W,M.
~1
7' ~.O'(MIN)
WA TER QUALITY EL = 39.68 1/ -i
~~:.:'.. t:~;:;)_:-':..~:~;~..:"~ ~..~
_.........,;-<;;.~ ~ .~-..T......">-.....~ ro"':'''"..1'
. .. ..~..: :-=...: ..~~' ~ :::::....!.-:C A :.~..; ,.".~.. ,"
~= >!:;~_...;,~~:...~~"::~~~~ -'c.~...
,,...:...~:..;."..,~....:. :.~..-<:.~-':-:s.-A:~ ~~~~
". '.lCi-......)' ""~. .. .c... _. -.:r-I":... .. .~;.~ .,_....,
NVvl - 39.50 .....~=.~ ~;A:";i~"~'":''''' ~;~~~~.' ~i.~;";-
.... ... '"';!o.';:;'Zr"''''-:'-'::' ':;"~!: ,,_...-.-:~ ".A..
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. :\:.____:.,) ..... . t,;: .. "(,~ ;_....."
. '.. ;, "'". ...~~..:..~a: "to ~"';.": ~ 'W_ .... -
~-~-::....;,.-..~:..:..;.:~...f..,.., ~~:;..~ li:"~ "'I:~-..;.~~
r~-'.': ...,,"\....!.,. -........ .
..~...~~~;..'"--r:..r~..,,;~....~t..~ .t')~~:"~
~ ~.~ ~-;:"f;,....._,.... ~...~.... ,_~ :
'"\. .. '" .... ..... ;..-..~ ,. ., ---:- -
".._~~....".. '"" ... .'\--",J-."~:C .
-roo ...!~":AL.-f":......~ :....-.~"'~ v
...V:.~:..::-.,,~;.~..~:": .....- ~
.'!lo-.~-::<""";~ .-". -~..>::..> .~"" .'
__. r ....".."--~."""- ,.. - ,- &.
:.-o':"'$-. .oQ.......~~..~:~?...:
OPEN GRADED GRAVEL
(NOT L1MEROCK)
~6" PVC
\ PERFORATED
SAND GROWN SOD
ENTIRE SIDE SLOPES
PIN IN PLACE IF
NECESSARY
~H
)...,
)...,
)...,
)...,
)...,
'H
'H
\.~
)...,
/
\.
6"
6"
8" CLEAN COMPAClED FILL
(96% DENSITY - lEST LAB)
PERMEABLE FILTER FABRIC)
~
:
~
\,MPERV,OUS UNER:\O MIL
(MINIMUM) THICKNESS
POND BTM = 32.0
STABILIZED SUBBASE
SAND FILTER MEDIA SHALL MEET THE FOLLOWING CRITIERIA:
A) WASHED MA TIERIAL MEETING FOOT ROAD AND BRIDGE SPECIFICATIONS FOR SILICA SAND QUARTZ GRAVELS,
OR MIXTURES THEREOF (LESS THAN 1 PERCENT SILT. CLAY AND ORGANIC MA ffiR). UNLESS FILTER CL01l1 IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTIER WITHIN THE FILTERj CALCIUM
CARBONA TE AGGREGA TIE IS NOT AN ACCEPTABLE SUBSTITUTIE;
B) UNIFORMITY COEFFICIENT 1.5 OR GREATER; AND
C) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER.
POND SIDE DRAIN DETAIL
NOT TO SCALE:
~ Inlet Type 4 Symmetrical About f
~~ I
~ ~\C>'~\r,. ~- ~
-So ..IS
~
-- 2' 010, Cover
See Slab Reinforcing
Detail This Shee~, +
~'~ 5'> II f Inlet
~ _/ c
l ~. J -. ~ ~ lot j
-T 5' 0 Concrete--::;::/ , lo__,,!
I Support Post i _1
5'-0'
']'-0'
r-A a,?
il
~ #5 Bars (j 'i' ~ l;
/ /X /r\.~ S~
?'" #5 Bars t ~
~~
f;;~
1\ _. Ji
r~r0
~~~~- ~
/ '\ \"IL..~
/
#5 Bars /J
, , --.;><;:/ I'"'
Back Of Curb--..
'f'
Face Of Curb/
#5 Bars" 'i' J L-<>-~5" 0 Conorete Support Post
INLETS TYPES I AND 3
I:
I, 3'-0' j
L_A
r-A iI
~ #5 Bars " 'i' l::!'-
/ /A':: S l(
1 y( ~ ~"... #5 Bars ~ ~
(?I.-I 1- ><1 ""5
/l~ I 1 i\. ~.-
\ .......~.......-".. ~r" '- ~
'\ '\" / ~ / "" :J~ g:
~ .~
,\ ~~#5Bars
.~ ~
L A~ 5" 0 Conorete Support Post
PLAN !INLET TYPE 4 SYiI.IMETRICAL ABOUT I{)
To Be Paid I Limits Of Inlet Construction I To Be Paid
For As C. &- G., I For As C. & G.
F. ,[. Of, Guffer........ c....... '\.1 taj I .-1' '~
~IO r ""1.:. I 19- )>
'q' i. "4J.~. : "4 J'-~ I 'if
Gutter ' Gutter ~
Trans. Trans,
./
Back Of Curb--......
#5 Bars~ ./"
~
Face Of Curb /
#6 Bars " 'i'
SECTION BB (INLET TYPE 4 SYI. METRICAL ABOUT V
INLETS TYPES 2 AND 4
SLAB REINFORCING
I. 4' -It 1',5"
: ~j' \-1 1~
11 1 ~~lo-. ~
5" ~ Concrete_ to ~ I
sUiport Post : ~
,. II {,-'i' ~
4'-0' ~
DIMENSIONAL SECTION'
GENERAL NOTES
See Notet \-
No, 4 ..:.
_7 f-
0" Conore te Or.../ I ~I
If' Brick. !$ ,
I, The finished grade and slope of the Inlet tops are to
can form with the finished cross slope and grade of the
proposed sidewalk and/or border.
2. When Inlets are to be constructed on a curve. refer to the
plans to determine the radius and, where necessary, modify
the Il1let details aocordlngly, Bend steel when necessary,
3, All steel In Inlet top shall have I t" minimum cover unless
otherwise shown. Inlet tops shall be either cast. In -place
or precast conore t~.
4, The rear wall portion of Inlet tops Types I, 2, J & 4 may
be constructed with brick, Dowels to top slob required.
5. For supplemental details see Index No. 201.
5. Only round concrete support post will be rxx;eptable,
9'.,.0:,.7" 101' #5 Top Bars 7, These Inlets are to be used with Curb and G<Jtter Types E
~ i::~ and F, Locate outside of pedestraln crosswalk where practical,
f- tO~' ~ J" #5 Bottom Bars 8. For sturcture bottoms see Index No. ZOO,
f!1J' For 3'-5" Structure Bottom 9. Inlet to be paid for under the contract unit price for Inlets
.... B tto B s 'I~' (Curbl (Type_I, Each.
- lOin o'....if '" 18 For 4',0' Structure Bottom
#5 Bars (j 'i' Chi ~ ~ ~~ 1
n '-':::.:' ':..bl,::::Z;--=- ..,
~~~ ~[
; ~~
I e _.;;.-5" #4 Bars" If' Clrs.
r ~~
DIMENSION & REINFORCING HALF SECTION
TYPES A & E CURB (HALF SECTION AAJ
(TYPE E GUTTER SHOWN)
3 P 1
INLETS TYPES 3 AND 4
#5 Bars,
#4 Bars
" If' Clrs, ./
Both Ways
RJ
~Wli.5 Bars Unless
'i' 5" 7" 7" ~Otherwlse Shown
#5 Bars " 'i' Ctrs,
'\
ill,~~
I ~M !'-~
#7 Bars~ ~I
["i'--
~ #4 Bars ~ If' efrs.
CURB INLET TOPS
TYPES I, 2, 3, & 4
~.5 Bars" I
t'i' Ctrs,
I.
4'.0' Diameter
~
REINFORCING SECTION
4' -0" DIA, STRUCTURE BOTTOM (SECTION AA)
TR0fw1/[-n"c C',-,~TIOIIr- FO,'J I~/( C?
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-t
1'-0"
,-",(
'00'1> r::,v'-
0.... ~'-"
A\e, 00'1> 1~\'1>'-. 3' Transition
e,\ ' '\,\ 0<;0 "r
~c>-.l ".i W~><S'
(l- Y "",,>~~ .,I
\' ,<,v
A o(
" 12" Max Slope
1 c:::::=-
CONCRETE MASONRY WALL CONSTRUCTION
NOTE: Wings only if
Side Slo es Re uire.
Materials, construction and quan tity control of masonry shall be in accord once
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 24-04 (f),
during grouted masonry work.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615"
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
2. If a slab dowel does not line-up with a vertical core, it shall not be slloped
more than one horizontal in six verticals (1: 6).
3, Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16' o.c..
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1,900
PSI.
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concrete block (8"x8"x16"). Materials used should be consistent
with those used in the construction of and architectural style of
the principal building, (Section 3-802 Moterials)
b.) Existing: maximum 6'-0' high replacement materials can be
made of the same materials as long as they are made of
approved opaque material.
2.) FOOllNGS
8'x16" concrete w /2- #5 continuous rebar Imbedded,
3.) CONCRETE SLAB
Monolithic, min, 6" thickness w /imbedded 6"x6" / 1 Ox1 0 welded
wire fabric (W.W.F.), 3000 P.S.1.
4.) CONCRETE FILLED CELLS
With 1 -#5 vertical rebar tied to footer steel at each corner and
every 4' D.C.
Remove Curb if Existing
t
Exist Conc Drive
Exp, Joint
STANDARD PRE-PAINTED
DISABLED PARKING SIGN
ON 1/8" THICK SHEET
ALUMINUM
Back of Curb
Max Slope
WHITE BORDER
& SYMBOL
BLUE BACKGROUND
. ,.
i&
Non-slip surface require-
ments. see Note 8.
<0
.
4"
I
0>
.
'+=
BlJICK BORDER
& LETTERS
WHITE BACKGROUND
PARKING BY
DISABLED
PERMIT
ONLY
R.O.W, line
TYPICAL DRIVEWAY CROSS SECTION
v
c
o
()
<IJ
.n
<0
.
BlJICK BORDER
& LETTERS
WHITE BACKGROUND
B
L
E.o
o I..
I.. :l
.....u
ex.....
.- 0 0
~::;; Cl..
. . 0
nNI-
J
1/4" per Foot
I/)
I/) I- Z
:::! Q 0
~ ~ F
I- ~ a.
Wo
o () 0:::
~ 0 0
z ~ ~
<3 ~ 0
~I/)
Wo::
o::w
0..
D
z
o
F
u
;:)
~
(J)
z
o
o
D
NN
00 W
I I I-
LO LO <(
I I Cl
~N
.....J
<(
Z
I.J.-
PLAN VIEW
o
~
$255 FINE
F.S. .318,14
01
.
5. Mortar shall be type M or S, in accordance with ASTM C-270. Place alii
masonry in running bond with 3/8" mortar joints. Provide complete coverage
face shell mortar bedding, horizontal and vertical.
6. Coarse grout shall conform to ASTM C-475, with 0 maximum aggregate size
of 3/8", 8" to 10" slump, and 0 minimum compressive strength of 2,500 PSI at
28 days,
5.) GATES
Constructed of min. 1 -1 /2" diameter galvanized tubular steel
w/privacy-type slats inserted in galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvanized steel post.
(Gates and post constructed and installed per applicable building
code by licensed fence contractor).
5.) DROP PIN
1/2" die. 18" long metal rod gate latch. Provide 3/4" dia. hole
5" into concrete for rods. In asphalt provide a 3/4" P,V.C.
sleeve, 6" long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S,F.
...
14'-8"
10'-8"
S'MNG GATE
(TYP. )
4'
Min.
PLAN
N,T.S.
DROP PIN HOLE
(TYP.)
NOTE: Concrete to be 3,000 psi
--i
f
1- 2-1/2" min
l
~
""
~
I
.
N
""
~
I
LO
.
N
""
~
I
LO
. II
~
L
L
7-3/4" _~ ::::::T
TYPE A
#3 Bar
Typical
I.
It
l' Cit R W
2' County R/1
Z "-J
;-. ,"
v> q
Remove Back of Curb on State or Verticall Curbs with a vertical Sow cut
or Remove entire Curb and Replace as Part of Sidewalk Ramp.
4' Min Residential Street
. 5' Min Arterial Street
N
d
z
ALL LETTERS
1" SERIES "C"
2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
7. Mlnlmum 3" X 3" clean-out holes (saw-cut) are required at the bottom course
of all cells to verify grout placement. Clean-outs sholl be sealed after
masonry inspection-provided in accordance with ACI 531-4.5, and before
grouting.
8. Prior to grouting, the grout space shall be clean, with no mortar projections
greater the 12", mortar droppings or other foreign material. All cells shall be in
vertical alignment. and shall solidly be filled with coarse grout as specified!.
9. During placing, grout shall be consolidated with flexible cable vibrator. First
grout pour shall be stopped a minimum of 1 - 1/2" below the top of tI'le
middle bond beam masonry,
ill
Modified and Valley Gutter Curbs
join exist back of curb
. ..~:. :~ :::~: .:';,. ......~.<.: :.:. 1::-::... '(:'..
Cl::w>-(/)-OZ(/)
3000 psi Conc 4" Thick. Constr,
6" Thick at Driveways with
6x6 #10 Welded Wire Mesh,
See Note 7,
D:::
W
o
<(~u)~L
CD .~rn
..Z~L~n::
W .
.....J J
~ ~ 0
() 0:: 0::
Vl 0 0..
12" ~ Textured Surface
1"c::=:==- Max Slope ~_
,'0. ~~~ . ..__............,......... . ...........:,.:........
~".....,.
'. - ,'," :'..,~ 1/2" Expansion Joint
... . :'J, ".... :'
.~.Jt:. :: ::--:.>:. :::. '4
..' . ....'. I
;. "'~ .. . : '~".' "~:' . ; ~ '.
4' ...>,.::),....,.:~
'~ ::: :: : ~ ~::::: : ; ~~
it....... ;',. ... ..
Back of Curb
Remove to on
even joint or sawcut
,111m,'::;: :~'?ml'l
-'11== " I I" - 11-
-,...I 1.".-
tJ"'114"
'.; L.J ..;
" .j'.
. '"
. . ...1 ',' , "
_{ 8" +
8"X2' -6" CONCRETE MASS,
FINISH TOP OF MASS LEVEL
I\.? WITH A SLIGHT RAISED WASH
I APPROXIMATELY 1 /2" ABOVE
0i LEVEL OF TURF/SOD.
D
..-
o
o
I
~l'0
,<.0
C3~
0::
0..
"
z
..- i=
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I ~
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.. I D
~..-
<{..-
o
SECTION B-B
Z I' >-
0:::0 LO "0 <>>
o en N CD It~,'..,"" ~
o (/) IX) l/)tc. ...... <(
!o'l :::i "'~::':, 8~'~i ~ ~
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...... z ;~ CD')'~1'tn d 'ra .
~ Z - 'db: c1d,'I~.9 .~~ :.
~ - . -.. -0 ~li't1, ~
6 - ~ ',~tk,\J: : :''{, 'Ltl.!:~L: ,~
Z fi ffi "~ aU) M: ~~ or
~ ~ ~ 0 ~.'::~ ':':~~1 ji~ i
:2 0 ~ ~'-a ~_.~ ,~~. ~.
~ j!: W ~~ :.2 ~ .L.,., ','<, ,~~ yd
< ~ 0 - ~ ~./ .....,y .lL
...J 5 M ;g. ,.,,,. \ 1;)'
0.0 .... aA.~"() 0
w<o. > ,,, lo:: W
W[i: 0 "0 / .-;:)
~6~() a'() 15 (J)
F!=~B:0 ~ Z () (J)
SECTION A-A
NOTES:
1. Provide Tooled Joints At Distances Matching The Width.
Also Place Expansion Joints At Driveways.
2. If Some Physical Obstruction Exists Which Preventts
The Placing Of Sidewalks As Shown, Contact The
Engineering Division For Alternate Location.
3. Wooden And Other Spacers Will Not Be Permitted
In Sidewalks Or Driveways.
4. No Coatings Of Any Kind Will Be Permitted On CQ)ncrete Sidewalks Or
Driveways Without Specific Approval Of The City E.ngineer.
5. All Concrete Shall Be 3000 psi Min. @ 28 Days.
6. Concrete Surface to be Light Broom Finish.
7, Concrete Drlvewoy Construction shall be 6" thick w 6x6/10xl0 W.W.F..
8, Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FDOT
Roadway and Traffic Design Standards. Detail 304
Or Most Recent Modifications.
01
.
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINIISTRATION
ENGINEERING
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
REV.
DRA'IlN BY
E.A,
CHECKED BY
D.M.
DESIGNED BY
P.H,
APP.
DAn::
6/01
INDEX NO.
701
3 OF 3
RED:,~~ BY
CHECKED BY
M.O.
DESIGNED BY
M.G.
DAn::
5 99
INDEX NO.
119
1 OF 1
REDRA'IlN BY
J.C.J,
CHECKED BY
T.C.J.
DESIGNED BY
C.M,H.
DAn::
1 93
iNDEX NO.
109
1 OF 3
1/95 added note
DUMPSTER ENCLOSURE
NOTES
TYPICAL HANDICAPPED
SIGN DETAIL
HAND ICAPPED SIGN DET Al
12/99
REV. DAn::
UpOo\Od nne
M.G.
'1/93
REV. OAn::
modified curt cut
J~
OAn::
DESCRIPTION
APP.
DESCRIPTION
APP.
DESCRIPTION
r HANDICAPPED SIGN
/ SEE INDEX NO. 119
,': :.:.', ~ :~:~,..:~
' .' .."., , D
'...:.:: " 'j, ~:~ .:~ ~ :;
SINGLE-COMPONENT
POLYURETHANE SEALANT
3/4" THICK
... . . ~ ,,;, ~
.. . 'If:: .. .7..:. ...... ~...
. <I"OR.. '.
~ d::." .
. .'
CONC. WALK
RAMP DO~ CONC. WALK
-
SEE INDEX NO. 109
O.2*D
. .
, " ......".
'.:' ~.,~' '.. . .... : ~ . ; .
I .~"," ::.','.: .<1:
CONSTRUCTION JOINT
TIE BEAM Wll11
2-#5 REBAR
CONTINUOUS
6' I'I1DE TRAFFIC BLUE
STRIPE (TYPICAL)
6' I'I1DElRAFFlC 'M1ITE
STRIPE (TYPICAL)
CLOSED CELL SEMI-RIGID
PLASllC JOINT FILLER
STRUCTURE
SINGLE-COMPONENT
POLYURETHANE SEALANT
3/4" THICK
1/2" EXPANSION JOINT
<.>
...J
-I
m
.....
............
:z
3:
o
0::
CO
12'
CLEARANCE MIN.
SWING GATE
(TYP,)
..
TRAFFIC WHITE
-r
'-:~"~'4 ~.:.:, ~:.. ..,.! .
. <I .' "
. . : .~. :.. of.
of ... . . .~: ....
.'
.
o
I
in
,.' '....,': '.: '::'.. :'J
. . ~ 4".. . . .. . _,' :
,. . . . . ,;., . '. ..,' D
......~... :~..: .~.:: "'~' :~~.~.~
1-#5 AT 4' CENTER
.
o
I
~
.. . ": "4 .', 4. .:"
1/4"-~-D/4
6'
DROP PIN
(TYP.)
.:, '.:~,;.: "4.'.:- :4J
,f '., 0' ..... ".. D
"~" ".:: :': ,:'A ~..~ : " ':- ":: !~
..... .....".1
.:' ~. .~. .... . ..... : "0.; . ..:.
I .~"," ::' '<... ,<I (,
GRADE
2' (TYPICAL) ~l
1~-~ _ S-~
17'-0'
l
5'-0'
CLOSED CELL SEMI-RIGID
PLASllC JOINT FILLER
6" J
NOTE:
All pavement markings to be thermoplastic,
1/4" EXPANSION JOINT
3000 PSI. CONCRETE SLAB
-MONOLITHIC, tvAIN 6"
THICKNESS, 6"X6" / , OX1 0
W.W.F,
CONTROL JOINT
8"X 16" CONCRETE FOOTING
W/ 2- #5 REBAR (TYP.)
ELEVA TION
N.T.S.
8"
HANDICAPPED STALL DETAIL
() #4 - REBAR CONllNUOUS
1 STOP @ EACH SIDE OF CJ'S
STRUCK JOINT~ _' 3"
SLOPE
...
:.:" .,.'.. ~
':"~';:~.:-; >~~\',.. .~. ..;..
':. ';., .' .~ . . .....4 .... ~
. . .' .~. :"~.,'.., ..'. .' . ...... "
1 ~ .- ..., "
1 ': 4 :. " '\ ','
. . . <t .
, . '
6"
6"
-1
ROUND EDGE
CITY OF CLEARWATER,. FLORIDA
PUBLIC WORKS ADMIN ISTRATION
ENGINEERING
.
lD
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
.",4.. '.. ",
.~ ..',.
REV.
DRA'IlN BY
E,A.
CHECKED BY
D.M.
DESIGNED BY
P.H,
:-. i' " .:
. , ,ol
. ", ~ . ." <tf4 .
DAn::
6/01
INDEX NO.
701
1 OF 3
.' .,
" ':.4 4': .":
I:
.q-
REDRA'IlN BY
A.C.
CHECKED BY
M.O.
DESIGNED BY
M.G.
DAn::
5 99
INDEX NO.
118
1 OF 2
DUMPSTER ENCLOSURE
SINGLE
TYPICAL SINGLE
HANDICAPPED STALL
PAVEMENT
SURFACE
DAn::
f :.. ",,' .'.
DESCRIPTION
APP.
.
IX)
..--
REV.
DAn::
DESCRIPTION
APP.
RETURNED CURB RAMPS
CONC,
SIDEWALK
. .', ..',
., ':'.~ ...~.,.. .:.
I:
IX)
Grass Planting or Other
Non-Walking Surface
Match Existing if
Existing Sidewalk
~'. ~. .:
~
~
6" J
.. :'" .~ .'
.. -;
. .. '.
Grass Planting or Other
Non-Walking Surface~
6"
PAVEMENT SURFACE
CONCRETE SIDEWALK
WITH 6x6 W1.4xW1.4
4'/5'
-4-- 6 If
6" Vertical Curb
in Transition
HEADER CURB
RAMP CURB
TYPE "0" CURB
[IS
INTEGRAL CURB & SIDEWALK
[.Remove Back of curbJ ~ Flow Line
if Existing
Exist. Type I Curb
48" MIN.
HYDRANT GUARD
I
--i
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12: 1.
1- 2" min
ISOMETRIC VIEW
6" D.I.P, OR SCH. 4
STEEL PIPE FILLED
WITH CONCRETE
N
""
~
I
('oj
PAINT SAFETY YELLOW____________
CURB DROP CURB
TRANSITION l~ TRANSmON ~/",BACK
~~I I~
ELEVATION A-A
EXISTING PAVEMENT
"
CONC. RAMP
~. ~ ~: 4: :.:.: .~.:.:.: -:.:.:.:.:.: .~.~ .:.:.: .:-: .:.:.:.:.:.:.:.'
OF SIDEWALK
.
EXISTING GRADE ~
EXISTING BASE
Textured Surface
"."
. lit '4~
. 4.4
:.:l '
1- 7-1/2"
"
,', G
, "
4' '4'
#3 Bar
Typical
MAX.
"
. .
TYPE C
~4 ~ .. .
SECTION B-B
.:l :
"
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINiSTRATION
ENGINEERING
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to comply with the Americans with Disabilities Act.
2. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FOOT
Roadway and Traffic Design Standards, Detail 304
Or Most Recent Modifications.
;" -~ ,-:
UNDISTURBED
SOIL
. ~ .
48" MIN.
0.40 YD3CONC. MIN.
(2500 P.S.L)
"
" .<1 . .
I
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSICALLY HANDICAPPED
REV.
REDRA'IlN BY
Novo
CHECKED BY
G.L.B.
DESIGNED BY
R.C.S.
2 OF 3
DAn::
7 92
INDEX NO.
117
, OF 1
REDRA'IlN BY
P.W.D.
CHECKED BY
T.C.J.
DESIGNED BY
C.M.H.
DAn::
, 93
INDEX NO.
109
4/14/95
1/95
IfJOfTHtulc vlow redrawn
" '. <If' .
WHEEL STOPS
REINFORCED CONCRETE
Addod note
FIRE HYDRANT
BOllARDS LAYOUT
".
'4
lJ)
lJ) ~
~ II)
II) ,~
.~ ~
~llJ
llJ~
.~ ~
::: II)
~ E:
t..: ~
.~
:s;
~ c:::
<l)llJ
c:::
~ lJ)
Ci:t
~
.....
~.c:
<l) ~
11)",
.~
~~
llJ ~
(.)
:;::: CJ)
.~ 'l:i
~~
-...I
N
f.O
f.O
f.O
I
On~
o IX) CO
~f.OI'
(ll ~".....
3n~E
1/)01'0
'O"-"U
.. 'C .. .
'00 x 0'>
0- 0 e
o lL. lL. Q)
O::":O~
~ 000
Q).oLO .
-1..0)3:
I.. 0 I 3:
8:r:0)3:
oE~
0-
nO".....
No.. I'
N
I'
"-"
Q)
I-
...:
~ "q)
~ .~
h.' ...
~ -2
~
~ ~
~ ~
~ II)
~ ~
&::
~
~
~
Q
U
5
o
(f)
...J
-
<C
I-
W
C
<(;3
N-
<(0::
-Jg
c.. LL
...
0') r:w::
.- w
,,~
3:~
W<(
a: w
0-1
<.>
DAn::
DEseRIP TION
S
H
E
E
T
N
o
APP.
DAn::
REV.
DESCRIPTION
APP.
11
f"l,~.:t,,~"'-;: .~!t,~~",?,.1t:Z.~lf,~L:!,~.;,,':'._ ',.11 "J:i,J"r;;'I.z:~..."~,',
,,":lUot .
~~
. -: ',.L,~;f>:,;:;-,.r~R ::aa....k..L,,~, .:W.'IU
~;,..af.i:
":"..t.';:go
-- 24" MIN.--
TRAFFIC SOlLARDS
..~:,;.';__'";,..t:~J'f..!.;I~.:il'.l..~~~<:;.s:lr;:;.', ,~~
''''~,;..,..'h.:dj
!r:..JlI,
."LJ<
.,....
~
.....,;
;~jji',
~
.~
.tat~~,
.
.'UC .
llilI
J<
'!...ii.
::.Jt,,'
"'"
t~;
Wi.
..
J$..;
.:.Jt.
'..a;.
.....,
L*-
-.it,
~.
~.
;Jt,'
~
~
ijj
...:.UI&"".,-.. ;a:
a
'dli.~' .
~:~.",.:,:'~,,-'
.J.
:<&It,L; ~.,
:a:..
,:.,'~..
Ull;...._-..+.....'.,d............
NOM.
PIPE
SIZE
4
6
8
P.v.C.
PIPE
REs-rR AI NT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1, BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5, PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
I.
--j ~ Megalug Restrainer (Typ.)
L
~
~
<~
~
Ebba 1500 Series (Typ,)
~,
TEST PRESSURE.
ELBOWS (deg.)
VALVE
TEES
BRANCH
28
47
66
NOTE: THRUST RESTRAIN TAT FI TTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBB A IRON SERIES 1500
RESTRAINERS.
DEAD
END
46
65
85
11.25
2
3
4
22,50 45
4 9
6 12
8 16
90
21
29
38
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
THRUST
RESTRAINING
jlA TE
9/02/99
INDEX NO.
403
1 OF 2
REDRAWN BY
B.V.D
CHECKED BY
REV.
APP. DESIGNED BY
G.C,H.
DATE
DE SCRIP TlON
DUCTILE
IRON
PIPE
RESTRAINT
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2, TEE - ALL BRANCHES
3, OFFSETS - INLET AND OUTLET
4, CAPS
5, PLUGS
6, DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Restraining Gasket
(TYP.)~.
,
L
--j ~ Thrust Restraint (Typ.)
~
A
~
<'y
I
~
ON ALL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG,
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
* = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30" BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON'T APPLY TO POLY WRAPPED PIPE
NOM.
PIPE
SIZE
4
6
8
12
16
20
DO NOT USE FOR
VERTICAL OFFSETS
ELBOWS (deg.)
VALVE
TEES
BRANCH
18
30
42
*
*
*
NOTE: TI,RUST RESTRAINT ON SLlPJOINT DUCTILE IRON PIPE SHALL BE U.S.
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-GRIP
GASKETS FOR AMERICAN FASTITE PIPE. THRUST RESTRAINT ON !DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS.
DEAD
END
30
42
54
76
97
117
11.25
2
2
3
4
5
6
22.50 45
3 7
5 10
6 12
8 17
10 22
13 26
90
17
23
30
42
53
63
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
REDRAWN BY
B.V.D.
CHECKED BY
THRUST
RESTRAINING
, P.A TE
9/02/99
INDEX NO.
403
2 OF 2
REV,
DATE
DESIGNED BY
G.C,H.
DESCRIPTION
APP.
V>..V>-' '>>,,,,""
r Cleanaut Plug
'(" llu
I~ ~4l "N",' '<VAV
N
-........
: 1- 9 5/8" I
L~,m//@
T-
6" or 8"- 1/8
~
IE]
r--
Bend AI
Iff
Sewer Main -.I ~
10 5/8"
9 7/8"
i
j
~71
~
...
Concrete Pad 4"
Thick x 1'-6" Sq.
----
Plug
(See Note)
"'<;j-
-........
n
n
A
//
/
rT:;/
h
I I
8"
-
.
13 1/2"
CLEANOUT DETAIL
CLEANOUT PLUG DETAIL
N,T,S,
N,T,S.
NOTE: Cleanout plug to be
U,S. Foundry 7621
or equal.
REV. DATE
CI TY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REDRA: BY STANDARD l1J$jE/9S
CHECKED BY CLEAN OUT INDEX NO.
W.J.S, (Sanitary) 304
APP. APPTROCVCD BY 1 OF 1
. .J.
DESCRIPTION
TYPICAL FIRE HYDRANT SETTING
.J / Valve Box
i/
V/W~~~ " ~~~<:!!
';l~ I ~0" /
I v
I
~
I
I
,
! / Mech. Joint Valve
~
~i~
~1~
i ~ Restraining Joint (Typ.)
(j)
c
~
.
( I
ON ALL TEES, A MININUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.)
FIGURES BASED ON 30" DEPTH BURY, 150 PSI
8" PVC MAXIMUM SIZE USED IN SYSTEM
:=
-........
L
.
'Y
I
I
(~
I
1
VIV'//Y%" ,,)'>:V'/~/~ I,
'</~,,'<,~, (;<</-<..'<<.<<
/~Y//, I /~>")'
i
I
I
i
I
I
I
1
i III
(~! ?
~
NOTES: I
1. Steamer Connection to Face Street.
2, All Fire Hydrants to have 5 1/4" Valve Seat.
3. Fire Hydrants Shall be Placed at Street Corners
or in the R.O, W, Adjacent to Side Lot Lines
Whenever Possible.
4, See Sheet 3 for Typical Connections & Fittings.
18" Min,
24" Max,
Distance Varies
c
L
r..o
I
N
.I..
n. t.s,
Max, 15' - Min. 4'
Back of Curb
or
Edge of Pavement
1
V'''>>'Y%\)/ I
/<-<<'\,
ONLY APPROVED
~
Kennedy Guardian No. K-81 A
Muller Centurian No, A-423
U.S, Pipe Metropolitan
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
CROSS SECTION
REV.
REDRAWN BY
B.V.D.
CHECKED BY
G.C.H,
APP. DESIGNED BY
T.C.J.
DATE
DESCRIPTION
TYPICAL HYDRANT SE-rTING
Connecting Piece w/integrally
cast Mech. Joint Gland on
one End-D,I. Rotatable Mech, ~
Joint Gland on other End.
,
Valve and Hydrant Tee
w /0.1. Rotatable Mech, Joint
Gland on Plain End Branch.
...
NOTES:
1. On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Detail 403 (2 of 2),
~ [,
~
I~
n, t.s.
@J.
~
Fire Hydrant Assembly
(Typ.)
--
-
~
~
Length v<J(es
(See Note 1)
~
--
( @ ) ~
Mech. Jr)int
Valve
u
.
~ Water Main
REV. DA TE
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
PLAN VIEW
REDRAWN BY
B.V.D,
CHECKED BY
DESCRIPTION
APP. DESIGNED BY
G.C,H.
e'i!
~
'l;
TEMPORARY BLOWOFF
AND SAMPLE TAP
2" Ball
1l-
~ Illl! ~
~ ~~
Valve ./
~
...
Fl
~
(
I\':
~ .g~
e:-
~
~
~'
~
Restrained 2'~
Tapped Plug
~
J
g
~
l ~~
END CONNECTION
Hose Bibb --- ~
3/4" Galvanized -.-/
2" Galvanized ~
~
2" Corporation ~ ~
~I
rrn'
, -.+-- r
\~ I;)
--=
Tapping Saddle
TOP CONNECTION
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TEMP BLOWOFF
AND
SAMPLE TAP
REDRAWN BY
B.V.D,
CHECKED BY
REV. DATE
APP. DESIGNED BY
G.C.H.
DESCRI? TlON
.--.-
~~TE "
01/15/92
INDEX NO.
402
2 OF 4
DATE
01 7i 5"/92
INDEX NO.
402
3 OF 4
DATE
06/24/91
INDEX NO.
408
2 OF 2
-
D
?
PROPOSED GRADE
325'
~"'-
PL\I
~
I
I
-
PL,
\
.}ft~
I
44
4538,-,_ _S~RViCE ~CA~ _ _ 45.30 l ~~ .
I ~- -----_ _____ --->~~~
43f-- L..J
-~~
~~J!_
~~~:=---~~
........... ..........~i'-...............
,~~~~
-.......
_oM"
4-2.41
EXISTING GRADE
.rv\/'v-
PROPOSED GRADE
45
44
82'
49,~ '
--
43
I~~
~.
4-2.37 b<
0.6%
24'
I SERVICE f OAD
4-2.25
~-----------
42~t-: -
LJ
~~
~.
4-2.37. b<
~
0.3%
~
-
r-
41
SECTION A-A
F,D.O,T STANDARD INDEX 515
SCALE: 1" = 1 0' (HORIZ)
1" = l' (VERT)
45
72'
24'
I---
42
41
SECTION 8--8
F, D. O. T STANDARD IN DEX 515
SCALE: 1" = 1 0' (HORIZ)
1" = l' (VERT)
---
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NW COR, NW 1/4,
N 1/4, SECTION
17-29-16
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1/4 COR,
SECTION
1\ ) 17-29-16
FOUND
PINELLAS
COU TY DISK
CURVE D L A
4 53'0 '31
53'08'19"(D)
5 84'23'09"
6 33'45' 3"
7 39'34'24"
S 3'06'27"
9 46'41'14"
10 15'26'53"
11 9'05'OS"
-
00 .
, i
,
, ~
5....1
()I
I
I
FO
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