FLD2003-08040 (2)
FLD2003-08040
SALVATION ARMY
1521 E DRUID RD
N.W. CORNER OF II
S.E. 1/4 OF S.W. 1/4
OF SEC 14-29-15
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DESCRIPTION:
A PORTION OF SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, MORE
PARTICULARLY DESCRIBED /IS FOLLOWS:
FROM THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWE~T
1/4 OF SAID SECTION 14, RUN S.Ocr03'29-E., A DISTANCE OF 50.00 FEET,
THENCE RUN 5.89"03'55-E., A DISTANCE OF 50.00 FEET TO THE POiNT OF
BEGINNING; THENCE RUN S.00.03'29"E., A DISTANCE OF 265.20 FEET;
THENCE RUN S.89.03'55-E., A DISTANCE OF 356.00 FEET; THENCE RUN
S.00.03'29"E., A DISTANCE OF 228.48 FEET; THENCE RUN S.89.03'22"E.,
A DISTANCE OF 260.59 FEET; THENCE RUN N.00.05'28"W., A DISTANCE OF
513.73 FEET; THENCE RUN N.89.03'55 "Wo, A DISTANCE OF 616.26 FEET TO
THE POINT OF BEGINNING, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA
TOGETHER WITH:
LOTS 1 THROUGH 12, BLOCK A, DRUID GROVES /IS RECORDED IN PLAT BOOK
15, PAGE 46 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND
THAT PORTION OF FLORIDA AVENUE LYING WEST OF LOT 1 AND LOT 12.
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF DRUID GROVES
/IS RECORDED IN PLAT BOOK 15, PAGE 46 OF THE PUBLIC RECORDS OF PINELlAS
COUNTY, FLORIDA SAID LINE BEARS N.00.05'28"W.
2. LEGAL DESCRIPTION W/IS PROVIDED BY THE CLIENT.
3. THE PROPERTY SHOWN HEREON LIES WITHIN FLOOD ZONE X /IS DEPICTED ON
FLOOD INSURANCE RATE MAP 125096 00160, MAP INDES DATED AUGUST 18, 1992.
4. THERE ARE 256 PARKING SPACES ( OF WHICH 7 ARE STRIPED /IS HANDICAP ).
5. THE SURVEY SHOWN HEREON W/IS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT
OF TITLE, THEREFORE, THE UNDERSIGNED AND CUMBEY AND FAIR, INC. MAKE NO
GUARANTEES OR REPRESENTATIONS REGARDING INFORMATION SHOWN HEREON PERTAINING TO
EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, AGREEMENTS, RESERVATIONS OR OTHER
SIMILAR MATTERS.
6. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM
~NGVD) OF_ 1929 AND ARE B/lSED ON PINELLAS COUNTY BENCHMARKS -BM 349" AND
BREEZE G .
7. NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
LE;END:
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SET 1/2- CAPPED IRON ROD, LB 2168
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ELECTRIC
GENERAL TELEPHONE & ELECTRIC
OVERHEAD WIRES
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8"PVC W a 51.75
8"PVC SE= 51.29
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N SLOT = 41.26
S SLOT - 41.41
W SLOT - 41.34
E SLOT = 42.13
30"RCP SE= 38.12
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8"DIP E = 51.66
DRUID GROVES
(PLA T BOOK 15. PAGE 46)
BLOCK 0
SA
DRUID GROVES
REVISED PLAT
(PLAT BOOK 53. PAGE 44)
SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COUN1Y, FLORIDA
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181 CAMPHOR
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CERTIFICATION:
THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY
THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER
6'iG17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 OF
THE FLORIDA STATUES.
..
FOR CUMBEY &
~,h/;1A (
~ATHLEEN C.
FLORIDA REGIST
FAIR, INC. LB 2168
2/14/03
mITE OF SURVEY
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DATE:
BY:
REV:
PREPARED FOR
The Salvation Army
1625 N. Belcher Road
Clearwater, FL 33765
PROJECT
CLEARWATER COMMUNITY HOSPITAL SITE
PLAN
BOUNDARY SURVEY
PREPARED BY
CUMBEY
CONSULTING
ENGINEERING
PLANNING
LAND SURVEYS
(727) 797-8982
2463 ENTERPRISE ROAD, CLEARWATER, FLORIDA
33763
SCALE: 1"= 30'
DATE: 01/27/03
DRWN/CHK: MFC/KCL
FB/PG:
JOB NO: 0449
SHEET: 1 OF 1
-$-
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Signed & Sealed by:
LENNIE M. NAEYAERT.
P.E. # 52943
MBA
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MASON BLAU
AND
ASSOCIA TES, INC.
ARCHITECTS. PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST BAY DRIVE
SUITE 228
Clearwater. FL
3 3 764
Comm. No. 02019
Date, 09/22/03
Drawn. I.B.
Revised, J . V.I.
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,5740.5 · I 0 SERVICES ~ ~ ': i 3D" 51"'" M1t' !' . .~. - - ~l'.';" .I.~~~ A S MINE l'1;'}; ~9 ~~~5oIzz:?'
I I ONE-STORY 0 . l + fO.40 · 51.39 + 52.:!7 + 53.10 (fW RIGHT:.OF~~v WAY · 54.71
.55.70 II: 8.C . 10,000 SQ. FT. (,) .55.~51.49 I I · . .. 54.47
54.1 54.4 ~I; ? . 65.5 63.8 FLEL.56.25 ~'Jo.98 +50.88 51 6
~2~p .Otb6.01 +55.77 55.27.. 55_0SJ ."".41 ,5..71e. _~5J.~ +53.11 !54.0+ . I ,52.13 50.90 ~ ~ I 06~
55.7r+ "-- 54.9 12X" :;1:>.1:> 54,89. 5t;6f,~:58"352 6~ ~24 I rl~R:~,,!C~~ w ~'~~.1~' f\ rr''''''' .1. ~ I
.. 55.29 -4.4 ' "..OJ ' C>4.~~, , ~ ' ~.O'" _ f ~ 14 4 C"P S .. 50
~ _H__ -.. g8":r78 C~p 5!5.0' .3.05 63J+ 54.54 .53.13 / ~2k .....~+52.29 8. I · /- -
+15J.28 ~~~c~~ ~ ~2li.94k 6~?~ @ 036~ ~' +54,13 · 53.77 / .52.1 . 1.89 .51.65 51.15 ~. ~e.92 . 50.37 t.~ . 41~~ :~
54 4' ..~ fr ~ ~ . L '~LDREN'S o. 5" t"
...: . - -~ IN.lI '!l!!'l __~. - _ _ _ _ + 5 '410 52 __ ~ -;)I
~LE\' ~ MIL =- =-' '::'~- - -::: ilirie-- _ _ _ )'. '1s/:ffA.. 1.39 '/H 50.47
P 06" ~1~Z9/ SiGN~"'ZlY - - . ll~8~H 8 J.82 INTI
() _ 49. I I
--- --s' 89.03'55~E '--356.00>-" ~-~~,:,,~ -~u.~- ---::t~:r.ZI -~~y -49: .~:-. ~~'JO~49'~.njH". ;~'~I * 50.84 ~0.44 ;7? ~,96 L:'
S 89 08' .. , RIM EL = 53,98 (0 r--: n ~I ~ .1: I
. 09 E 355.96 14"PVC N = 50.73 49,06 ~J2. U If) I
.50.78 <50.35 ~~:cC~PpEw-4848.8888.50.12 .49.71lrOPEL=49,06 INL'P r R(ESIDENTIAL SHELTER ~ 12" n\ I~ I
-... '" = - 112"PVC E = 46.46 EXISTING MODIFIED) U '....
II 4918 49.52 n " ~
· 49.52 UPPER LEVEL OF TWO-STORY , 49.57 49.16 ,49,02 HI ,22:;1, ,/ ;~71 ......o~
9.2( I + 48.56 8.12 31,497 SQ. FT. TOTAL BLDG. *4 t27 24" _
I 9 ..~~
4 4 n I ir<
nu__ * 01.. Be
~'I 4700 I _m46 46.57 47,77 AlUM. I re I I
~..?1.~ STAIRS I + 4804 SHED I
I I ~ 4669 45. L ~ . 42.6:' 0':: Cd'JfrNG DOCK r~Moe 46.J3~ + 4562 p.J9 + 47.89 ;~;,{... ~tXo.-l;H 1"'8.' ,
I I 45 8_~45.85 . f8.~~+ 4.5 39 D PUIolP AWAP.wAlL ." ~n 4(; 41 46.99 / <1h'?-56 If? 6 , ~ f f'; ~ L-
'~715.e5\~~;?', ,/P)}. 85 /35"'0+;;;6 _1/1995{O~.M~~'-_. ;ffi~-~'~~:J~'J \~":J. + 47.40~ f( I '~J4;6fJj-fl V'f46.3f
~I . '\ (j t>./ 45,9/ 4~D ~\ 45.67\ \ .69 \ \, 1 'j" I'
O'G:: ! ~ - "n. _ -.J 4592 ~~t- _ \ \_. \. \ \ 46"'76 n', / II !r\4"Ct~?~:!
~'t:II'! I r~ '~,,45:1 'JJlJ 4f.66 ';589 ~ .,,~i'~,; I <)45.;;:,- \)4~;\ 45~.':.7E ~,.t'/~'['""'~f(~" IIC.~) '.4~~I.LiU::'lTi'_'f',i
"'7 --.:t:~ ,IF.) 4~'21 Wv o~+ 45 5' < 4561 I ~ I e'..:p't .. ~ ,- -,or
, '~~ f:: L-I r'o , · :':,,, ~ 4535 fJJ ,', ,,' '''' . 4f '2 " ntf0hi:J1 d'+C5' I
I, I )14" ,.- I , ... /;' / 4'. T~I -"'--:' n4W,;:il 1 "IA'!' . .-'f' i
-- WW h 'IU~l ,i"",:UJ , / / / / " ~/ "\, ~5V !I:: i \"'-,:A~' I i
r;'~\p u= 44 JS ~I :::: I' '<f..iY",,'" ! , :' . lUll ! \ I -! ~ -'!l' !
',_'4"F-'l J:' t _ 4' (-,4 .#': J I /.\ ---11 ~, ..... \
l?4"R(~~t~ ~:~.i -p~!0.~",Jr",!" /.40,' 40 '" ~'" NEW 'S'T'ORAGE """'2J'.j~"" i", /, 1"" - ~ iii \. ""/6 ','LU::.TER'
00 . ~ / I LOWER LEVEL --...., '--;:;-~-", \,,,"':!-.:: r - i 4" ,J r ^, . .;:;: -----;;-nL '4{\ +1",
. ""POlt,: 1\ i .' . . , ..' i I ~ '45:".~ ~:.(~ ...~JWi~.,r 1 \ : flf~!"~~"", ~
(f)(f) , _ ,/ I I " '.', .. . L i: . ---'ri:. ;,1\' r'7~lf 4 .- LlJ::;Tf ~ :
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'\' -' _ j .f~-' E;r + -, u :-;-, + '-' (" + -'i4,'sC-- _.. !;,~ :,' c'L~:_, It i,
U~5 :,{';\'~'i' {'L .:.; ~,' ". ".. '4- " 4" 6J. '5 44 :; ~ : 11(:,;.~j -'.;3r,
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400, J~" ~ f+'IIL~:" --, 441:.'-o'802~i~4':O~:I~;';li ~4'c4,:,,- rT'" '.r- r i "+ '8'/, ";'14 \ :
i I I 4143 :;'9,94- I1!i! --.. ,1I.:.. U4044 ~O 4, 130 /11 \ 1683.3
45,81 -' :rD I / 1~~,9 ME,S. -- 399;:' ITOP El = 4444 I IA.NJ ,4(<.16 I11I I f.4~1~~\ \
CONe !r.:'~\/~~F .< 41.04 .3952 .39.85 + 39,23 I~ ~cg~ : 1~:~~ I . ]gS 40.03 44.r. I i L40, 8'1G~2 17
45, 70 q~ I !W SLOT = 41.34 I 44.44 ,I t61 < -25. ",I
.'~ \ ""'" E SL01 = 42.13 ! I \ 1,;\]1'1_
"t~11R "L ... , 39.92 TOE or SLOPE , ,0.71 30"RCP SE= 38,12 ! I I 1 ' ~ 1
~ \-r1 f,r, ......... 40.13 . . - ,39.88--13 iTROl , ' \3 . ;:~'1~'<CLlISTER
ALUM SHEO . . ~ 41.9.'1 -'....- - - - - RUCTUR ,\ 8'/+\;
,/ I " 4 ~J8, 1 L-.::J
45.4" i 4,55 _"_ '- 44.04 r q. TOP or SAW , 4: 66 p" ,/ 1,t"g~; ;;",\1
- , - ..;:;; -_ _ j" . -. -- .n 7(; ;'4.." ! J+ ,.- ':'Jp,OU"':,j;,,'
45.74 _'_-l4~" - - - - - - - _':1 Q
I Lt IS'+ .16" SS- 8899:0034:2426::EE - 22-6600.~5796:(DF)MODIFY ~6~R~L STRUCTURE . 44 Ye';}~-73~~-14j.:'.
I ( ) NORTH, SOUTH '" WEST SLOTS TO B~ 3E 14.;
I, . .13 6:~ . 401 '4 . .; , &9 BRICKED CLOSED. WESJ~$l:OT TO BE ,0 "
MODIFIED TO ELEV. 4t.3' , . \
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THROAT F 56.77 l5i .77
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56.2_
1
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. 55.65
.56.08
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56.32 .J
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TREE LEGEND:
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---
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5115
DRUID GROVES
(PLA T BOOK 15, P A.GE 46)
J .J"
51.24
1
+ 51.57
* 51.04
U N P L A T TED
+ 48.51
BLOCK D
o BOTTLE BRUSH
[gI CAMPHOR
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o LAUREL
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() CED.AR'
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. ELM
o MYRTLE
+ PALM
. CITRUS
() rllAPLE
A
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STORM SEWER STRUCIURE TABLE
#
STRUCTURE TYPE
TOP. ELEV.
INV.ELEV.
CD
52.0
PINE
55.0
TYPE "c" INLET
UNf(NOW~\;
o
@
o
TYPE "c" INLET
54.75
51.5
54.17 TOP
3,80 Tl-IROAT
FDOT INDEX 210 '
TYPE 4 INLET
49.25
TYPE "E" INLET
52.51
48.94
E:~ l~,
,-. '0': ; 1 ,
~ ~ ~-. (;
WHEEL
STOP
FUTU R E
PARKING
TOP
F'.
:.- 1..-'
F ~
WHEEL
STOP
10'
v ,
AT B(:
,.:,-'. f-'!..C:[ ...:":
ilElIE:3iE ,,,::;::IIEi Ii::;::
37'
STORM SEWER LINES SCHEDULE
EX. PARKING
LINE
LENGTH
(FT)
SIZE
(IN)
1.0
N
SLOPE(%)
TYPE
4.C' ..;8
BOT.
EL. 53.5
0-0
@-0
0-0
15"
RCP
0.24
212
NOTE:
SAND BASED SOD
SIDES & BOTTOM
1.55
18"
RCP
165
SECTION A-A
0.20
RCP
18
155
MAGNOUJ., DF~!VE
(60' R/V{,
N.T.S.
45.30
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le"DIP NI =: ::'5:f::
tlS"PVC E =55 14
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1"4"Rrp ';W := L:.? \1,-,1
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le.pvc N = 51381
'S"PVG W = 51.751""
----..--..._____._____.____________ !>3-PVC SE~ 5! 29 ~~\,____/
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,,;" .. H': "';,~~~ ';".:", - - '" - - - - - - , - - - -:-''', _ _ /'SAN '~79 ". 'I i ' ! I' ..... i j ::.:;;;.... -; -~=iiJ'~lo;;..l-,i i Ii ! . ( .
c..~'Li'~I~,:"" ; ,', r.: ,- , " .>, ,." - . ,1 ~', :'. ,':'~lr. '.'f,'~,;':;,:, "1.'-.'..>" .""',' ',....., "" ..'" 66,005 '5""" ",~,~., /;''';'~'51''j-2 '."."... . <~, ~A :o::!f~.,:"~":'__' /''/' ,,)9 ,{5'9 i I'" "J.~~EW!~::.d-"rl' ,J- i I i tJ -i - f Ii -i -I -I :; if -I - :-'~ -ti -: _ i i (-1-..j -I II 'I I
"0 , ". ".-- " , .. . . __ '. ,.~,~" ~ 5521,! SAN, S~R~ O,~--------: I '_ ."""", , :' ~
'::I.!Grn ;;" =60~===-1:8~6 ~= = =.""".. ",,=,,/,7~~8>;8-- .~::.c_'';' '- .6., ';-'-58,- J5~2_ ~NEW.390Lf.Of8-.P\lC~SAN.'T!i6t~CO.$6" ~ ,::'1'..) , ~g~ /"/"/ U~.l~t ':!~E'ii2 \ I' I I \ iPIM~L.~5~.:',)!, ii, ~~./.. j
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' · - - - - - "'"" ".r' - - . '0. 'L ~ , '''J - - - ,';2.{',,,, - - -, - ~. -" ." ,~, ",,:<M' '-':: I."" ,,.. '. -, -, -,~ """"':,' :;' ~.' ,....".., ':"5'''' 1-'!4I! , .4'" 1"'"'''.''' ~ 1 j;',U,! _ ..;, I. 504Q
, 1 20' . . '.. 6113 ~ ,.~ 6 "''' ,:;,;';, ,"og! : ~~;- ~ ''/!.}, ,55"6 ,"" ,.555 ." , 55,4 .... $S.."' ;~~ ',':. ~~ (.1'" t ~NEW .-,' '_';7,:;. .' ,-t54 9'6;r.,!~' 0., "" - - i-I '-NEW SAN,MHi g W;'i..;,~e..::';';.O '21,."" .. ??j ~!..('O: ~~i rS7 ~~ ~
1 i I 6" 6" J 6~9.0 --....! 'i :; . ' "'<; Du ; 560 557 I .'~-~~~9 ...5561 ..J.. .:15.38 ~5.:!j- ;;,...0 : . ~ /jGV .i .." PI" 84 k'\~ spl I ~,it ~~',~ <14 :;D~'I ! I ~"
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p . f ~U , 568 56 0 r/,51~ '.:NJECTlON ,..13 , ....""- " V' NEW. I'Ve 1 , _, 4' . .' r /7"5: ' __" <<~ FLUS THRU .,,, , , , I: II j '.-:{' ~lll .; : I ! i i I I (I.Q , I r-5'--9.0~
,,;.55! .6745 6i70 /J,p' 6.1 +6142' ~.- vlrl +. +' ;PI ',v+;POINT · " ....~-_.... p~ft ~ ~ ~NEW2WC , . T,55.61 D~18F _ . -,'iliill-_........ .,._... ~ ._"'~O 'J_",- HYDRo\NT ~--l ~i I I I r . /,i ,I ii'" I I I I ,i '
~ . +60.9,< I. i J J '" WA'.... 'NV, :>U.O 5.58 . r . 36 MIN COVE ~NEW I r I {I I : . 'ii' ! i I' ii' I,
' · SAN INV 529 + ,. OOM W. I 'I .' , ,.' >;' 4-0 I 60 j It" I '.",' If .J'~ ' I I " ! ;'1 " I II
I 57 25's 1 , "'71'\ 1:1)0' .La.'6 .. I" .."'"'' 1<6.3 55,9 - MIN COIIf , , . ,.. FOe , . , , ,', jl" . I . ,_ 1 II q'>_,
I 'rn ..};J~~,~rr;~'~.r:;.15;'fij!~~.2 ~I~,.., "5..L ..." v.b - - -- ~ ~ 65, 'I. 'J '" ~ - . <:0.".. II <;4RR <;"''< ==~:...~<;.Jk';,.,......l="i=,-==++fil=i=-I=-I=/ ~J720 L_jj1"i,,'j
il I 'I I /.".c , . . h ..! _!+7~~ 559 56,2 56256,2 55,9 ~....,... - - - - - - - ~ '- - ,. "C-: 56 q - - - - - -~,e- ~ - - '5'll,,! -1'. I I '5fi,R · 54,7 It- 10' n ,-'''illf~ENT '" ~ ',!,c 1_ _ - -)'1/ r mp Of """ 1'62' n
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. S.40r ~.
. .. ~_~"I' : \ -'--:';:1--~1~\.~-:"- or
-- ""--,.",,;-'-::,i=:',, , --";'1-::::-;\ . 8 L1MEROCK BASE
,'::"!':c' ,.' ~ ~f~9;~~i~Js~:
SUBBASE
STABILIZED
40 L.B.R.
COMPACTED TO
98% MAX. DENSITY
-
R.O.W. DRIVEWAY SECTION
N.T.S.
$-
GROUT TOP OF HOLE
6' LONG PRECAST
CONCRETE WHEEL
STOP W/HOLE TO
ACCEPT 66 ~ FOR
A SNUG FIT 8"
FROM EACH END
/ 2-65 ~ DRIVEN
THROUGH WHEEL
STOP TO COMPACTED
1 SUBBASE
5-1/2"
/ ~ PAVING
/
.V
.' .,
.lll~:t II~ I 1=--:11 E :III==III~IIF--:I
-'II 1/ T=-"'.
-=1 =-
i -I
7-1/2"
1/
~~.'..
.--2'
t.:
( '.
BASE
-
COMPACTED
SUBBASE
NOTE:
LOCATE WHEEL STOP
2-1/2' FROM EDGE
OF PAVEMENT TO
CENTER OF WHEEL STOP.
WHEEL STOP DET AL
N.T.S.
...... ~
-
-
or&. y
.. PIE
,... 318.14
\
(
6'
~
~.' MP
:~
..' ,.DOWN
CONC. WALK
-ttt
~
~1 TOP ELEV. 56.00
41 SIDE SLOPE
2 ~' .
..) BOTTOM
/ / ELEV. 535
q;:-:'.'
NOTE:
SAND BASED SOD
SIDES & BOTTOM
N.T.S.
RETENTION BASIN DET AIL
/
. ....
t\'2;~~~~~~;~\7e~~~(}
..
ASPHALT @ 1/4"
PER FT. MIN.'
EXCEPT AS NOTED
NEW BLDG.
.,/
.1 1
'. I ,
: : 5'
L1MEROCK BASE
F,D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSITY
FIN. FL.-.
. ' ., 1.
f .. ," '.. .' . I 'fv.,.
IIEI!U=1I8'1'= I I
. , I
I I
\ \
\ '-
SUBBASE
COMPACTED TO
98% MAX. DENSITY
I.
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
, ~'"
SEE PLAN
P/l
NEW ASPHAl1
AND BASE \
V~_;'A~5:"i):;
~" ..'~"
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
If ' TO SODDING
. / - POSITIVE,DRAlNAGE (4:1 MAX)
j / MEO EX
~ COt.lPACTED GROUND
SEE PIAN P /L
PlACE SOD 1/2"
~ BELOW PAVEt.lEtfT
FIN. GRADE PRIOR
~ ~:\T ~~' 10 SODDING
POSITIVE DRAINAGE (4:1 MAX)
~ MEn ~.
',' '",. 'W. '\l" .
.' ',' .. -
..~" . COMPACTED GROUND
GROUND TRANSITION
A T THE PROPERTY LINE
N.1.S.
.
ROOF DRAIN
FIN. GROUND
NEW BLDG.
FIN. FL." '; /'
r ........ ~ /'
l-;:.-l"iI.::-n,lZ", :f-:
UTILITY WITHIN 5' OF BLDG,
B'f PlUMBING CONTRACTOR.
FINAL CONNECTION BY PLUMBING
CONTRACTOR UNLESS OTHERWISE
COORDINATED BY THE G.C.
I "I
EXIST. SURFACE
~
ilL ~"ri1B. '?i;--1.'
~"
- ~~:-?"" .
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST. BASE
NEW BASE
:: i.
,;:'" ":L~:,'
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N.T.5-
NEW ASPHALT
AND BASE \.
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE
~,,--
::-;'-'
'..
.,."':..,~
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
.
PLACE CONC.
SLAB IWALK
4" BELOW FLOOR
ELEV. EXCEPT AT
NEW BLDG. DOORS REMAIN fLUSH.
" 0:- EXPANSION JOINT
SLOPE AT 1/4"
, : PER FOOT
F;~. ._FL.\ ~ '" .r" .~ ~g~ MAX. SLOPE
!I~ll!t':. '::_~-1!E ~. ::::mgl:i~~l'::~i,lr:
FILL GROUND AROUND
BLDG. TO 3" BELOW-
FIN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4:1
MIN. SLOPE 2%
UTILITY CONNECTION
A T ALL BUILDINGS
N.T.$.
GROUND PREPARATION
A T ALL BUILDINGS
N.T.S.
-- #4 CONT.
_ #4 @ 16" a.c.
Vl
ILl
lr-
~
STUCCO
-- 8" CONC. BLK.
CAVITY FILLED
13 0 24" O.C.
63 CO NT.
3000psi CONC.
RETAINING WALL DETAIL
N.T.S.
5' , 6' t)1~N
, ~ rWHEEL
( .... I STOP
.~MP- /j
DOWN
.,
~~ ~~~~~~
()6v ~ (I" ,( ) ~
I SEE 1 \ 12' S' i?: 1\
ISlTE PlAN \. -j ~ :"
/6" 6"\sf~ I ~~
t;E H01H ~ [ ~IOi
~ 15 -ll-
-II;- 2.
2
i
.
or
-
-
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSISILLlTY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
} PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.DA
~-r-
! 1 f
BLUE
BACKGROUND
i
h-;
~
; 1 I
r,
H;
4,
i i
~~-l-~~~- -- ~~~--T--t=j
1~i~:I-~-Ti~t~
,! : I I I ,
; ,~~ l=T~r+i
--;-r-- ~._- :_ u:
. -: ! ~!
";;",
. '----j-l
--+-{
. I
WHITE
BACKGROUND
in
__ J I ,i i
, I I I I : ,
: i I I I I I
l I I 1 I
! i
.-i
I j
-i I i I 19:
~
WHITE :
BACKGROUND 10
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
I.
12"
FTP - 25
NOTES:
.1
,. PROVIDE S'lS'x4"
THICK CONC. SlAB
o All EMERGENCY EXITS.
10
PARKNG BY
DISABLED
PERMT
ON.. Y
$255 FN: =
-
F.S. 318.14_
3"
6"
FTP - e6
2. CONFORM TO IBCNE
OnAlL FOR PLACING
WAlKS AT THE BLOGS.
PLACEMENT OF CONCRETE
SLAB A T ALL BUILDINGS
N.T.S.
I
FINISH GRADE
FLUSH TO TOP
OF CURB
1" RADIUS
MEDIUM BROOM
FINISH CONC.
PAVING
/0
Illff V 6"
II~
1:=
16" II -:-,,<:,:., ... ~
I~ '.L.:.<.~'" -,:\:'(
1M 'n"'11 ,JJ 1- .
. u., ~II NOTES:
- - l:J 1. WHEN REMOVING EXISTING CURB
-II' THE CURB SHALL BE SAW-CUT
" AT NEAREST CONTRACTION
6, JOINT AND FULL SECTION OF
CURB REPLACED.
2. INSTALL EXPANSION JOINTS AT
50' INTERVALS, CONTRACTION
JOINTS AT 10' INTERVALS.
3. CONCRETE SHALL BE 3000 PSI.
BASE
COMPACTED
SUBBASE
VERTICAL CONCRETE CURB
N.T.S.
~ I
1-'/2"R
;:'-(
, /2" WIDE
WHITE BORDER
AND SYMBOL
1" SERIES "c"
LETTERS
'/2" BLACK
BORDER
~
---1.5"
:..,"
-1"
--,"
--1.5"
SIGN SPECFlCA TIONS
1. 18"x 12" LOGO SIGN
2. 2 SIGN COMBINATION
REFLECTIVE SHEETING
3. LETTERS TO BE
1" HIGH SERIES "c"
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
1 "DROP/
FINISHED
GROUND
3'
HANDICAP PARKING STRIPINGDETAIL
N.T,S.
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
HANDICAP PARKING SIGN DETAL
N.T.S.
SIGN POST DETAIL
N.T.S.
HANDICAP RAMP DETAIL
N.T.S.
I
I 2' I
1"[~
r 6" CONCRETE CURB
/' (
)
~ EDGE OF PAVEMENT
I
CURB ENDING DET AL
N.T.S.
I
--
-
-
-y
--
fa_,.
-- ~
;.....
:
V
N
12"
6' MAX.
.1
] f(iJ;~t:i~~; j ~}?~,':;~:~~l({; : };f;:;, ~
MIN. ''- ~~'"/'',(''/,':'>.''' .'//./,' -:" .';/-,^x",,'/y ..' '.. ':c''X, ". ;
f~JI > '" :: Y " .:" ,',x",,' :>':;: (.;.;" t 'N .:>;, III ""
L
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER LIP OF
THE BARRICADE.
nO'
OPTIONAL...J ~
POST <(
POSITION ~
. ~I / I~ILT
'/~ FLOW
;
'i!, c!il7) !""~"".''''''; ..
SIL T BARRIER DET AIL
N.T.S.
..
I
NEW SURFACE
(SEE NOTES 1 & 2) r EXIST. SURFACE
~-...-
~~~~~"';~l);~~~Ek~:~~(9~J~"" .... )
l;~~Av..";."'Y(SEE NOTE 3)f~~~~j~ --- }
J'"1..J "~f ';J .. 'r _I"'Ll"3J9._M
l' I 2' ,JTRENCH 2' I l'
. BACKFILL
. (SEE NOTE 4)
,
O'
EXIST. SURFACE
I VARIES I
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1 L2" ASPHALT F.D.O.T. TYPE S-3.
3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS
TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
T-180, LAB REPORTS ARE REQUIRED.
4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED
lAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-99, LAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
FINISH GRADE TO
1'" BELOW
EDGE OF WAlK
MEDIUM BROOM
FINISH CONC. WAlK
EXPANSION JOINT
/ / 1-1/2" RADIUS'
/ ~ VERTICAl CURB
11l1-:1.:;':~~l(':':J ~:'< /f;.. ~ PAVING
COr.4PACTED FIlL I" I==UU ":i..:: BASE
OR UNDISTURBED = ~ : : ~
SOIl II1I ;' .,": I~ COMPACTED
III1 ;~::';;.'"1111111 ~~:~E
~ == PROVIDE 1/4"
~ II1I CONTROL JOINTS
o 4'O.C., 5' O,C.,
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWAlKS, 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DETAIL
N.T.S.
V9ALVANIZED METAL
SIGN POST WITH 3/8"
HOLES DRILLED
ON 1" CENTERS
~3000 PSI CONC.
~
"''-''L~k~ ..
~. ..A
.',-'.'. "';E'~ ,. ..
....- - . -. -
... -" -.'
t>f
I
-$-
, .
. ~J~z
<0_
P'>::E
h
GRADE
WATER MAIN OR
STORM DRAIN-..,.
<i
j
18" MIN. VERTICAL ClEARANCE
I
w
1I!~~~:PL-._1.~ D~","~~/
10' 10',
I
DJ.P. IS USED IN PlACE Of PV.C.
FOR II MIN. Of' 10' EACH WAY
.. FROM II or WATER MAIN WHEN
_ THE VERTICAl ClEARANCE BElWEEN
I WATER & SEWER MAINS IS 18'" OR LESS.
18" OR MOiE VEIl1ICAl CL I
~$~~~~//j~~W~~~~.7~3-
P.V.C. OR V.C.P.
SAN. SEWER GRAVITY MAIN .HQIE;
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITTED.
w~
"'::E
WATER IoWN ~""""-
STORM DRAIN '\
GRADE
_..~~
~WA:.: ffl:;$-~.' .
HORIZONTAl CLEARANCE
STORM SEWER +
OR SAN. SEWER
GRAVITY MAIN
PRINlCIPAL POST
POSlrrlON, CANTED
20. TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
N.TS.
..
2'-0"
..
~.~~~
I 1'-0"
I
! ! :~-tf---
'.1' ..
I
I. . -l.. ).'..
I. ,.-.1 j .
'~-'='='I "::':':USTABLE
30"MIN. . L VALVE BOX
R.W. VALVE
li-'
UNDISTURBED e
EARTH -........ .. --
(TYPICAL) '"'~ L PI_'"
# ~;;;;
~ tJT TJ :"..".~
NOTE:
RESIUENT WEDGE ALL BOLTED FITTINGS
CONTROL VAlVE:(M.J.) SHALL BE POLYETHYLENE
WRAPPED
GATE VALVE & BOX DETAIL
\ N.T.S.
~ MEDIUM BROOM
FINISH CONC. WALK
r F1NISH GRADE TO
1. BELOW
EDGE OF WAl.K
2" LE.\n
SIGl.DER VARIES (SEE PLAN) ~
I' SOD I' SLOPE 1/4" PER FOOT tl, SOD I
IIIEIIIE"";' :;....:..... I~"; '.. .~....."I: 111=11I
- 11113111= III~lI--"'-
.. ~ COMPACTED FILL OR
UNDISTURBED SOIL
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
o ""O.C., S' O.C.,
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOiNTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CONCRETE WALK DETAIL
N.T.S.
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
TOOLED GROOVES
3/8" WIDE,' 3/8"
DEEP" 3" D.C. TO
BE MADE ;AT INITIAL
POURING
" .r--.
'.V...
#~~~~~
.....\
\ "'.
S~V
CURB 0'\J'~
~~~?~~i-
n'\
\V
CURB
lQ 1.-
\'~
CURB
"- FLUSH CURB
-,...-
1:.J;<
FLUSH CURB
RAMP DETAIL
N.T.S.
CURB
CURB
CIVil SITE DETAILS
..
I
I
r.:;J .:'
. .,." ~ .
.'/r.:;
~ '"~
t"'~ -;:,
~..
Nj4r... ........~t.~$E;~.~!< ~'
fj (,l t.f~f;~:(~; (': ,:,e.__
SEP'e~~a;:2003', ,>r'.'
'.:",p"., -.: ., ,':
Signed & S'eaie'd'tw :
LENNIE M. NAEYAERT,
P.E. # 52943 ,.'
MBA
MASON BLAU
AND
ASSOCIA TES, INC.
ARCHITECTS, PLANNERS
A ADO 0 2 7 7 9
NEWPORT SQUARE
4625 EAST BAY DRIVE
SUITE 228
Clearwater, FL
33764
727/530-0570
.
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; '1-' - '.i :,.1 ... ........
I;' f~-..i I ! ~~---= .',. . .~-
;-- . 'WI~ ..t
~ ~:.I ....
111/ .... I.~-;
FILL ..J '.'
AS "
REQUj'RED . . '1 ':'" ~
.~ I'. ~
'.' I~. . '_n --
~. ',. '...
~ ..~: ,':. III == III 6':.-
/:.... /t
;-~:.#J~:~ S"
"".: .:. '.. iJo '" " " ,,-.: ~ '. '. .:.
I.. 20" " ,\1
! UTILITY (i.e. SANITARY
SEWER, WATER SERVICE,
. '. ..... 'w,. FIRE LINE OR STORM
DRAIN) BY SITE CONTRACTOR
TO S' FROM BLDG.
- .-{.~{~:j~.~~
" ,~~.~.
.1
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1.33LBS./FT
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEe. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GRQlUND
<ji;;'f~.;":Y/
//.."',,..,', ~:?'//.<.;, ~'\
.. : ..u~jj:ii~~~<;:;:~" bt~' FLUSH
". - ~#~/~. ,
~::;~ . lQ ,'),
,'.
w
C!'
<C
~
(.)
<C
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-I
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<Cw
Wt-
-l-
OW
Comm. No. 02019
Date, 09/22/03
Drawn. ADC
Revised,
I-
C6.1
. _.....]ltl..mca ..nn..... .I^-- -.
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BLOWOFF DETAIL
, .>:, .':........ ,.
',J', "
NTS.
.><"f' '
:~{ti
~ .~~
~.
EcLipse No, 85-B~"" 0
Blow-Off Assy.
Including LOCko.ble
Co.st Iron Box
,
\Jo.ter Moin ~
~
rI'
~D
Restoiner Plug /
Per Deto.il No. 403
Concrete Pod 4'
Thick x 1'-6' Sq.
A
II
Sewer Mo.in ~
CLEANDUT
DET AIL
N.T,S.
I-
.. ......rf
~..... ",,~ot', ~ . NOTE: Wings only If
~e ~.. 1,..,...... :3 Transition Side Slooes Reauire.
..),0" . "'(~o~ v
<( <> i:("5...".~ r,- ----
~ ",e."... ,.. r~~1
~~~\V /" ,
A <J. v--- A Bock of Curb
t lx"J6l! ---J Non-slip surface require-
i<<'X' ____ ments see Note 8.
1/ ~
~
B
t
ti
"
o
l.>
Q)
.0
~
:::E
\
I Prooertv / R.O.W. Line
\
~ Cone.
B
Sidewalk
PLAN VIEW
2# Bro.ss
REV,
Plug
(See Note)
REV. DATE
Remove Curb if Existing
~2# Bro.ss
~
IIJ A
~900
Bend
DATE
CITY OF CLEARIJATER, FLORIDA
ENGINEERING DEPARTMENT
RE~A\IN. BY DATE
B.V,D. 01115/92
CI€:CKED BY BLOIJOFF /N~U<<J.
DEl AIL
1 IT 1
IlESCRIPTmN
APP. APPROVED BY
G.C.H.
..
.
C\J
"-
L'- 9 5/8' -,
~/////@
t
I-;--- 10 518# -----;i
, 1r-97/86-----l1
~~/1 ,/
LEZ:n I I V/j
~13:~2.~
CLEANDUT PLUG DETAIL
N.T.S.
NOTE:
Cleo.nout plug to be
U.S. Foundry 7621
or equol.
DtSCRIPTIOl
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~~ BY STANDARD 1l,ro~"I
ClCCI<ED BY CLEAN OUT INIIEX N1
....,J,S. ~l:>o.nlto.ry) 304
1I'f'. APP~~. BY 1 IF 1
Exist Cone Drive
J Max Slope ~1"
'Ie,
t4" /T'
1/2" Exp. Joint'/ .
I
::~Jr,~
II
~
", :'-:i6:."'..-:.tt!.
.,........... .
12"
1" t:=='-=- Max Slope
t
14"
cX-
.- 0 0
::i::i c-
. . 0
~r~
~.>)
'. .' .' :.~~
....:......;.. ",
Remove Back of Curb on State or Vertical Curbs with a vertical Sow cut
or Remove entire Curb and Replace as Port of Sidewalk Romp.
[I] \ Modified and valle.Y Gutter Curbs
join exist back of curb
r./W~ Max Slope ~~~~tur~d Sur~ace
R7:1:'~1/2: Exp~nsio:JOint \ :::Oj~in\O o~nsawcut
SECTION A-A
NOlES:
1. Provide Tooled Joints At Distances Matching The Width.
Also Place Expansion Joints At Drivewo)'8.
2. If Some Physical Obstruction Exists Yhllch Prevents
The Placing Of Sidewolks As Shown, Contact The
Engineering Division For Alternate Location.
3. Wooden And Other Spacers WIll Not 8e Permitted
In Sidewalks Or Drlvewa)'8.
4. No Coatings Of Any Kind Will 8e Perm Itted On Concrete Sidewalks Or
Driveways Without Specific Approval Of The City Engineer.
5. All Concrete Shall Be 3000 psi Min. 0 2S Da)'8.
6. Concrete Surface to be Light Broom Finish.
7. Concrete Driveway Construction shall be 6" thick w 6x6/'0xl0 W.W.F..
::'~:':..~.:'
~ 1 /2" Exp. Joint
16"
TYPICAL DRIVEWAY CROSS SECTION
EJ:l
o L..
~3
It
4' Min Residential Street ,. Citv R/w
5' Min Arterial Street 2' County R/,^
1/4" per Foot
.'~.::. ':.:~" .:', ", 'lII',."
'. ,',., '-," J
Bock of Curb
3000 psi Cone 4" Thick. Constr.
6" Thick at Driveways with
6x6 (110 Welded Wire Mesh.
See Note 7.
SECTION B-B
S. Ramps Shall Have a Tactile Surface, Textured to a
Depth Not Exceeding l/S" by use of Tamp or roller
In Conformance with Requirements of FOOT
Roadway and Traffic Design. Standards, Detail 304
Or Most Recent Modifications.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
RErt.'f BY TYPICAL SIDEWALK 1%1
J~ CK:CKED BY CONSTRUCTION AND INIlE:X N1
T,C,J. RAMP DETAIL 109
APP. DEg~~~~~ BY 1 OF :3
e 1/95 o.dded now
I 11/93 1'lOdf1.d curb cut
REV. DATE DESCRIPTION
TYPICAL FIRE HYDRANT SETTING
N.T.S.
.a
. F I- - Fire
I ~ .
0$0
ONL Y APPROVED
Hydro.nt AsseMbly
<Typ.)
Kennedy Guo.rdio.n No. K -81A
Muller Centurion No. A-423
U.S. Pipe Metropolito.n
Disto.nce Vories
~I
r 18' Min.
24' Mox. I i=
\-
/Vo.lve
--;-. .
.'!'
Box
/Vo.lve
;j."-:" ','
.'-
Box
. .., /:?:,<~~:s.
I ::/ ;.(~~;?;< ;'
j;
:::E
=~ -
(~
Connecting Piece W/integrOllY/
Co.st Mech, Joint Glo.nd on "y
one End-D.l. Roto.to.ble Mech.
Joint GlQnd on Other End.
/ Meeh
,
\D
I
C\J
To.pplng Sleeve & Vo.lve
By City, Fee by
Owner or Contro.ctor
Joint V 0.1 ve
_A(
.-
JUl..
. ..
JU[ l\/f
--
-
"-- Restro.inlng Joint <Typ.>
"--Exist. \Jo.ter Mo.in
NOTESl
1. All Fire Hydro.nts to hove 5 114' Vo.lve Seo.t.
2. See Index # 407 for Jo.ck & Bore Deto.ils.
IlESCRIPTmN
ClTYDF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
RE~~.BY TYPICAL HYDRANT 05~~/93
CNECKED IY SETTING INDEX 1(1,
APPING SLEEVE 8. VAL V 402
APP. APPROVED BY BY CITY 4 Dr 4
REV. DATE
..
r See Index No. 301
~ '
IMI~ 4 [.yers of br;ek
- ~
- ~
Approved bo.rrel joint seo.ls / ,
ore 'O-Rings' o.nd 'Ro.M-Necks", / ,
Two continuous rings o.t o.ll / '"
joints. .i1jr r 8# Brl'ck ~,
I JJ Steel relnforcervlent
~ J - I t- 5' Min. wo.ll thickness:
\= ~ r"< ~ 4' Min. I type ~I :oc6~ re~isto.nt
:::~ - f.~. ~I ~I ~ceMen Grout :i'l~'l.opening with
_- 2' 1ft Min.
',:';. .. .L .L, non-shrink Mortor
~ ~'-- 1 f ~
Poured Ene.seMent ~ !;:': 'II ~,::JT ~'
,:,,':.-."~ :J _ _ _ _ ...;,...:t... :.J 2' joint in pipe entry
~ <Typlcol)
Grout flow cho.nnel P.V.C. pipe requires Monhole
o.do.pter coupling by Fto
Control, Inc., or o.pproved
woter stop coupling,
Concentric cone (Fto. t cover
on shollow Monholes 0' to
4' depth)
.
NOTES
1. Preco.st I"\o.nhole drop I"\o.y be opproved by City
Engineer, Shop drowing subMittol required.
2, Drop required when 2' olr over,
3, Mo.nholes sho.ll ho.ve on Ilnterlor o.nd exterior co tlr Q
of o.t leo.st 15 Mils dry thickness PRoLo EP214-: 51
Epoxl-Mo.stlc or Koppers bituMo.stlc block solutlol"l
300M.
CITY OF CLEARIJATER, FLORIDA
ENGINEERING DEPARTMENT
REY:t~g BY
CHECKED BY
"',J.S.
APP. plI:SlGNED IY
T.C,J.
PRECAST
SANITARY MANHOLE
DET AIL
OUTSIDE DROP
DATE
9191
INlIEX N1
302
211F"3
REV.
DATE
IIESCRIl'TIOl
14'-8"
Tie beoM with
2-*'5 rebor
continuous
-----------------------r
I. . I. I I. 1.1
I r l U-'f- I
I I I I
I , I f- I
I I 6' 0110.. Steel I I
I . 1 bollorols I . ,
I? cone. Fllleol (typ,~ . ~ <} I
10'-8'. U I Li '7 I I
I I ~ ~ ~ I I
I Fi' I 0 ~L.. I. I
I u~ 0 ~ I ,
48" I I ~^ ~ Vi I I
I I ~v, 12' I I
Maxi cleoronce Min. :
r---i-f.e 00 . I
t 1! 1"\ _AIL- swing gote
4' I : " : ~ (typ.>
MLin. i L_ .--~------- _ ----~ :
I I
12'
cleo.ro.nce Min.
swing go.te
(typ'>
T
6'
Grnr:lp! .
14" r '
_L~
r 8"J
I
~1-*,5 ot 4'
center
1 rol:Op
1 - 1/ pin
( typ'>
Groole
6"J
J
I~
L 3000 p.s.l. concrete slo.b
with fiber Mesh reinforcing
- Monolithic, Mln 6'
thickness, 6'x6' I 10xIO
W.W.F.
8'x 16' concrete
footing
wi 2- *'5 rebo.r (typ'>
o
~
ELEVA TION
N.T.S.
PLAN
N,T.S.
oIrop pin
hole (typ.)
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
1 4/9/02
REV_ DAlE
DRAIIN BY
E.A.
R.ll. CHE~ BY
,...". ~if BY
DAlE
8/01
INDEX NO,
701
1 OF 3
Rei. Not..
DUMPSTER ENCLOSURE
SINGLE
DESCRlpnON
I
I
/Inlsh To Existing Surfo.ce 'WIth
PC III Asphol tic Concrete
16' ~ 16' ~
/ / / /'/ / / / / / / / / /
~ " ~ Orlglno.l Po.vlng
\ /- Originol Bo.se
>:.>~( . i< . '(. ~,:"""". '/, ,'.' '.'..'
',' <; .' ::, :<:< >~':&~:>~::~~': '. >;) :>~:
", >'~, "y<;<:<>'.x;~,:>;.X '~';;.
~ -,'>,.,~:~/~X~l~X)0J~>:;~ ~
'> d~<~':(>-,-::;"" oMpocteol Bo.se - Thickness of Orlglnol + 2'
>.9}:v::./ ' MiniMUM Thickness 8'
>c/-/. '
12' - - 12'
."'.,",,/",
COMpoc1:eol
Bockfill .< ~ Unolisturbeol Trench Siole
~~ rJ./~~~f~
, :X:\:',
~ 2J )>~
:~ ;;-.:>x. ~. ~'::
. ':::<::~:.~,:,,~<<::<\-(
NOTES
1 Trench bockfilleol in 9' cOMpocteol
lo.yers, Density to.ken every 300 ft,
2 Bo.se 1'I00y be replo.ceol with Aspho.ltlc
Concrete with prior o.pprovol of
City Engineer.
3 On longltuollnol Insto.llo. tlon requiring
resurfacing full wiolth of po.veMent,
finish bo.se to Motch existing poveMent
surfo.ce o.nol priMe, Then resurface os
oIlrecteol by the City Engineer.
REV. DATE
CL
Vories
I--.
-
.
.
r
~
~<<.
~~[(?!'
',", VA.." JJJ7A..... 'A
l' (/2(/' ~
,,~ '-:'
'Y.::\: ,&...
Moln
SECTION
NOTE:
All lo. tero.l 1"\0. teriols, Including
o.pproved Cleo.nout hordwore, o.re
to extend to the R/~ or to the
eoseMent line o.s noted.
REV. DAlE
~---- --------------------------------------,
I. I . I I. I. 10 I . ~ I . I. I
j .! z ~~,~~.:t.., a -7 ~~ IT!
: p cone, Fllleol (typ.> 0 3, Q. cj
10'-B"U I I
I I I
I .. : L 6' cone. Slo.b I .
4S" I I 12' 12'
mox : cleo.ron e "II- cleoro.nce
ri. w;ld Ly';~"n. .'" I. i
I : <typ.) I I
4' I I 1 I
, I I I I
m~ 1 L_____ ----- ------------ ------ -----~ 1
o 00
j
TIe beam with
2-115 rebar continuous
12'
cleoronce
Min.
PLAN
N.T.S.
Drop pin hOle-'
(typ.>
12'
cleo.ro.nce
Min.
.,
I"
"1/"
t
6'
Gro.de !
'-
rdrop pin
~ (typ,)
.., ,...
1 -
" ,
14.~_ J
r 8"] 6"
DESCRIPTION
CITY OF CLEARIJiATER, FLORIDA
ENGINEERING DEPARTMENT
REr:~ BY STREET REPLACEMENT .m~
CK:CKED BY FOR UTILITY AND lNOCx NO.
GLlI. DRAINAGE CUTS 105
APP. ,,",St~~ BY 1 OF I
R/\J
I
18' Mitn. t-
- 24'
M(().X.
I
~s~~:Wo.~K/.'~Y~"\ ! ,;<)1
/0 ,,,,v I I ~
1 ,,~.<<' Hi l t
>f>. C eo,:,ou
~v /.</ /.
30#-36# or o.s / Ul
Directed by 'i.
the Oty -
~-
,y---;y OImED MOMEOWNER OWNED
AND
MAINT AINED AND MAINTAINED
6# Service Lotero.l
ANY VARIANCE MUST HAVE
'WRITTEN APPROVAL OF THE CITY
ENGINEER.
CITY OF CLEARWATER, F'LORIDA
PUBUC WORKS A.DMINISTRATION
ENGINEERING
DESCRPTIDN
REDRAIIN IlY
B.V.D.
CHECKIl) BY
M.D.Q.
WP. ocsr.f.M~
STREET LATERAL
DET AIL
5~~/00
I~~.
1 OF 2
"'-'-15 at 4' center
i'-- Swing go.te (typ.)
Gro.oIe
1111
~ 3000 p.s.l. Concrete slo.b with fiber =2 reInforcing -
Monolithic, Mln 6> thIckness, 6'x6'1 10xlO w......F.
S'x16' concrete footing wi 2- #5 continuous
rebo.r (typ.)
ELEVA TION
N.T.S.
1 4/9/02
REV. DAlE
I
CITY OF' CLEARWAlTER, FLORIDA
PUBLIC WORKS AIDMINISTRATION
ENGINEEIRING
Rev. Not..
DRAWN BY
E.A.
R.ll. CHE~~ BY
APP. ~~~ BY
DUMP5:TrR rtl-lCI 05:URE
DOUBILE
DAlE
8/01
INDEX NO.
701
2OF3
OESCRPTION
-$-
r
~. 5/8'
Min. 4 Required
.
Pick Hole 7 S
1-1/4# 1 r7 T
~ R W-4~
~ 000 ~
..., ~
()SANITARY"
000000
SEWERo
Non Skid
Po.ttern
Required
RING - HALF PLAN
~
Required.e-
o
o
000
01: L ",0
.
fU
~
o
36'
.
v
,
('I)
I
......
~23-#~
21'
Mo.chined Surf'o.G
'i / l
!\
/\ ~
1'\ '\ "
SOLID COVER
~
.
..q-'
,fU
('I)~
.!..o
" 22-3/4' I I
~r~,
Mo.chined sur~ce/
..
(1\
~
D
..
"
t
RING - SECTION
MiniMUM ~elght 7" 232 lb5
9# 278 lbs
SOLID COVER SECTION
MiniMUM \Jeight 128 lbs.
NOTES
1. \Jhere roodwo.y bose is 8" or thicke'" use 9" rln~,
o.ll other co.ses 7' ring Is perMissible,
2. Mo.nufo.cturers Model of storM ring :l.nd cover tJ
be approved by City Engineer.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~~BY
CHECKED BY
....J.S.
APP. 1IlE~~~D BY
SAN IT ARY SE'WER
MANHOLE COVER
DATE
8/91
INDEX Itl
301
1 or 2
'/~/'6 101._ _~. 2..
DATE DtSCR~
II.J.S.
REV.
..
Lot
2Jf-
IOWM
:
,
Ma in--- -- roo -.. --- - .:.oo--oo- oo - - - oo - ---- oo oo - - ----- - -- - - _____ _oo __ - - - - - ___ __ ___ - - _oo - __oo_ - ___ - - _____ - ___________
Lot
Lot
'<:t \.
__________________L_____________ \J 0. te r
Curb..) t
r"r/w line
J
,
,
,
I
I
@ :
S' I
'W 0 t ere r VIce-......... ;
CTyp.> ~
, c
0--
......::::E
"
~
Son.
o
M.H.
/
~Sonito.rv Loterol
CTyp.>
Cur~
f\Sidewo.lk
~
r/w llnv
, I
WM 0,
21~
I
I
,
,
''''-Side Lot
I CTyp.>
-j -10'
~
I
2' joint in pipe entry
NOTE: SANITARY LATERALS TO BE
W'ITHIN 10' OF CENTER OF LOT ON
DO\JNHILL SIDE OF CENTER OF LOT,
Line
Lot
PLAN VIE\J
.
RiM M,H,
~ of St....eet
......
~o.ter Mo.in
r
Sonlto.ry
Mo.ln
.~
PROFILE
REV, DATE
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
~v~," SANITARY LATERAL 06~1f/94
~ rt LOCA TIONS INIIEX N1
305
-. AI'P~t~..T 2 IIF" 2
DESCRlI'TIOl
CIVIL SITE DETAILS
. "',
I 11/Li1" ..:,
v \ .}F'.I~. )' ,)I?~1f~ '
S~Pt226Di)',;.7";. ,
Signed & saled by: 0('>') '.
LENNIE M. NAEYAE.RT.
P.E. # 52943 /
MBA
MASON BLAU
AND
ASSOCIA TES, INC,
ARCHITECTS. PLANNERS
AA0002779
NEWPORT SQUARE
4625 E;AST SAY DRIVE
SUITE 228
Clearwater, FL
3 3 764
727/530-0510
.
0-.,.....
.~
,....
.. ~..
I_'~
.a ~
", \.1)
.=~
.~
"01
.~
III .~
~,
.\f~
Z
....
-
00
::>
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~
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en
w
u
:>
a:
w
en
....I
<C
-
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-<(
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<Cz
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<(I-
00<(
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J:<(
1-00
r Cleo.nout Plug
~V>-' ',,"""" k~' I u ..~~ "YAV
I
ILc
Q
6' or 8'- 118 BendJ)
I
Finish gro.de to
ollow 0.4' Min., 1.0'
Mo.X. fo.ll frOM
property line to
I;JULK UT Lur'u.
z
o
j:
-<
...
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0-
Ii!.
'"
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_..~
t!~xo
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...,,=
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t~...;.i
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"~-..
.. ...~
o ~c;
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<(
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a..
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l-
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a..
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We
....z
~:5
0:0..
<(W
WI-
...l_
OCI)
Comm. No, 02019
Dote, 09/22/03
Drown. AD C
Revised.
-
C6.2
NES COMM. 0330.
84
82
80
78
76
74
".
72
70
68
66
64
62
60
58
56
$-
-
54
52
50
48
46
44
~
42
I
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I
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--CHAIN"
'-L1NK ,- ~ ....
FENCE In"'. ___
_____ ~.:_~~_=--_ __~_ ,-':~-,~_:=:,:'::--J ::_~,:-=.::.::___...:~ .. '___n___'::~: ---.- ------ - ---
. ----- ------- --,--- ---------,_._---- ------ ------- .---- _.--_._---,------ -----------_._,--,
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__n___ __,_
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': __ ,____ ___________-=-= __~.:.::__:__J~~ .~.::==::h:: - _:= .::=-_-=-:,___== ,.:::_~-=-____________~____~~---:~_=____-.:::-_,____.::_::__ :-::.: _.::.___~________ n__::~~:___n_____ _____ ___,_,,__--== ________________
_._, _ _._____________ _______._,'..__ ,____________ ,_____.___._____ _____________,_ ________ __._____._________ ___________,__. ,______.__u.___ ___.__________ _____________
.-. --,--. ..-
:::=:===-==--= -==:-----.:::::_=~~~~== =~~--=---::::=_:::=:= =:::=--:-----~~= ---.::-::----------- ~:- -~=I-------
---.-- --.----- ---------
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.
I
-- -, --- --,
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-- -
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,- -,
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---,-- --------------- -------- -------------,---- -----.-.----- I -------- --.-.
__ _____.________ ______ ___ ________.____ ,_._. . ,---- .--. -- 1--- ------
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--,-.------.-.----- ----------- --' ---- ,---...--,-.--------. ---,--,-----._- ------ --------- ------=---- .-----, ---------.. -- ------,-- -------.- --------. ----------,----._- --, ._-----,----- --.,----.------
.._______'_m___._______ __" _____,___'_' .... _,___ _______._____ ---.- ------ .-, ----- .. -.----- -- --_.- -- -.--- --.--- - -----.------,- ,----.---- .-.-.-., --.-.---.- .--.--,..-.---- --.- --- --.-- -. -------.,---.--- --, ,-- - --.- .---------- -. ---.-, ,- , ---- ' .-. ,------ ---. -.--.- --. --- ,.--, --.---,- -------,----
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: :--,~ --':~ ... ,"," ..-::-,::_' --~, -- ..-
-'~J _
..
F.F.46.5
'-
...
'--
--
,
..
VERTICAL SCALE 1 "=2'
HORIZONTAL SCALE 1 "=30'
~
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AA0002779
NEWPORT SQUARE
4625 EAST SA V DRIVE
- SUITE 228
Clearwater, Fl
3 3 764
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- GENERAL LANDSCAPE NOTES
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213 Tree drlphne
I . All plant materials shall be Florida # I or better and Installed to highest nursery standards. Plants shall be
healthy. free of pest and disease.
2. All plants shall be container grown except as noted on plan.
3. All palms and trees shall have straight trunks With no tWists, knotting or other defective characteristics.
4. Mulch shall be I 00% Fine Bark, Installed to a minimum thickness of 2".
5. Sod shall be 95% weed free 5t. Augustine MFloratam", Installed With tIght JOints,
b. All dimenSions shall be field checked by the Landscape Contractor prior to construction With any
discrepancies reported to the Landscape Architect.
7. All materials shall be as speCified on the plans. If materials, labor or Installation techmques do not adhere
to the speCificatIons. they Will be rejected by the Landscape Architect With speclned materials and Instal!atlon
carried out by the Landscape Contractor at no additional cost.
8. No substitutions of materials or changes to the draWings or speCifications shall be made.
9. All reqUired permits are to be prOVided by the installing contractor unless speCifically stated otherwise m
the speclf1catlons,
10. Contractor Identl'ncatlon signs shall not be allowed on the project.
1 I. Contractor shall be responSible for all Items as shown or described on thiS plan and speCifications.
12. All proposed landscape and sod areas containing turf or weeds shall be treated With IIR.ound-upll per
manufacturerls speCifications.
13. Landscape Contractor shall prOVide all necessary SIte preparation reqUIred to ready the sIte for planting as
speCified. :
14. The landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for
shrubs and groundcover, palms and trees. Warranty and guarantee period shall begm upon date of completion.
I 5. All repaIrs anO,lor replacements shall be made by the Landscape Contractor Within I 0 working days upon
notlflcatlon of any defiCienCies by the owner or their representative.
1 b. All questions regardmg the Landscape Plans and SpeCIficatIons shall be directed to the tandscape
Architect at (727) 787-2840. .
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o TREE PROTEGrION DETAIL
U N P L A T TED
o't ·
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rootball I 1/2" 0-\1
a~qve finish 0
ejr~cle - ·
Rubber ho--
# I 2 ejaueje wire y.........
2" Mulch
So Tree wel
Finish ejracl~
~~::a~~ke~;2~I{:'$;11:
Native SOil
backfill
J 2" lenejth reel
plastiC flaej
tape
Exlstlnej native
SOil
FERTI LIZA TI ON
5hrubs and T ree5
All trees and shrubs shall be fertilized With IIAgnformll 20- I 5-5 plantmg tablets at time of planting and prior to
Installation of plant pit backfill. Tablets shall be placed Uniformly around the root ball at a depth that IS between
the mIddle and bottom of the root ball.
o TREE PlANTING DETAIL
Application Rate:
1 Gallon Container:
3 Gallon Contamer:
5 Gallon Contamer:
7 Gallon Contamer:
Trees:
I - 2 I gram tablet
2 - 2 I gram tablets
3 - 2 I gram tablets
4 - 2 I gram tablets
3 tablets per each 1/2'1 caliper of trunk
_ .0J -I. . Set shrub
~ ~ plum\::>, With top
2" Mulch f/ - o. . of rootball I"
-,~ ~ . alx>ve finIsh
OL. · ejraele
FInish Graele-. 0
1'-1 -
.......... ...Jr......""\ ......... '.'
Root ball ",:. ;':,\::~'(:~l;J.:- <::':--Exlstlnej native
Native soil ~i:~i:::::.:t 50"
\::>acl:.flll
Groundcover Areas
All groundcover areas shall receive fertilization With IIQzmocote" time release fertilizer per manufacturer's
specIfications,
o SHRUB PlANTING DETAIL
Botamcal Name
Alplma zerumbet IVanegata"
Crmum aSlatlcum
Common Name
Var. Shell Gmger
Crlnum LIly
Thryalhs
Dahoon Holly
Parsonls Jumper
Crape Myrtle
Llgustrum Tree
Giant Llrlope
Magnolia
Podocarpus
LIve Oak
Lady Palm
Indian Hawthorn
Formosa Azalea
Cabbage Palm
Bald Cypres~
Dwarf Confederate Jasmme
Confederate Jasmine
Var. Confederate Jasmine
Drake Elm
Suspen5um Viburnum
Washlngtoma Palm
Cardboard Palm
SpeCification
7 gal., 3011 x 30"
7 gal.. 30" x 30"
3 gal., 30" x 30", 2411 O.c.
121 ht. X 31 spr.. 2.5" cal.
3 gal., 12" x 18", 24" O.c.
81 ht. X 41 spr., 2.5" cal.
7-81 ht. x 7-81 spr.
1 gaL, /211 x /2", , 8" o,c.
1 21 ht. X 31 5pr., 2.5" caL
/0 gaL, 51 x 31. 3G" O.c.
/41 ht. X 51 spr., 4" cal.
10 gal., 3G" ht. x 24" spr.
3 gal., 1811 x 18", 24" o.c.
3 gaL, 18" x 18", 24" O.c.
C. T. as noted on plan
121 ht. X 31 5pr., 2.5" cal.
I gal., G" x /2". 18" O.c.
3 gal.~ /2" x 3011. 30" O.c.
3 gal., I 2" X 30", 30" O.c.
/0' ht. X 51 spr., 2" caL
3 gal.. 24" x 24", 24" O.c.
1 21 - 221 c.t.
Galphlmla glauca
lIex casslne
JUniperus parsonll
Lagerstroemla indIca
LIgu5trum spp.
Llrlope spp.
Magnolia grandlflora
Podocarpus spp.
Quercus vlrglnlanla
Rhapls excelsa
R.aphlolepls indIca
Rhododendron spp.
Sabal Palmetto
T axodlum dlstlchum
T rachelospermum aSlatlcum I'mlmma"
T rachelospermum JCl5mlnoldes
Trachelospermum Ja5mlnoldes "var."
Ulmus parvlfolla
Viburnum suspensull1
Washmgtoma robusta
Zamla furfuracea
10 gal., 3G" ht. x 3G" 5pr.
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COA
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
1666 L~ey Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
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SERVICES I
ONE-STORY I I
12.112 SO.FT. I
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ADMINISTRATION
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ONE-STORY
5.492 SO. FT.
FL.EL.56.25
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355.96' (F)
DRUID GROVES
(PLAT BOOK 15. PAGE 46)
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TREE LEGEND:
U N P L A T TED
<) BOTTLE BRUSH
@ CAMPHOR
h:. PUNK
o LAUREL
o OAK
o CEDAR
I!J EAR
. ELM
o MYRTLE
. PAL~1
. CITRUS
o MAPLE
.. PINE
V UNKNO'w'N
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" Ilf1>UMP IOl;l A.AMP" ALL '^~ I........
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1/2' PVC PIPE
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at each head - L.:....:J
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b-IOGPM
3/4' f'VC PIPE
,-- Poly eU
- Poly ell
11-15 GPM
I' PVC PIPE
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LOWER LEVEL
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50~GPM
2 1/2' PVC PIPE
o IRRIGATION SPRAY HEAD DETAil
- GENERAL IRRIGATION NOTES
-IRRIGATION LEGEND
CONC
Symbol
. 5F-6
. 5H-6
. 50-6
. 5C5T-6
O'OF
O'O'TQ
D'OH
0'00
O'5F
O'5TQ
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.615SST
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Specification
Toro 5' Rac:hus Full Circle 6ubbler
T oro 5' Rac:hll5 Hillf Circle 6ubbler
Toro 5' Rac:hus Ouarter Circle 6ubbler
Toro 5' RadiUS Center 5tnp 5ubbler
Toro I 0' RadiUS Full Circle Sprayheilci
T oro I 0' RadiUS Three Ouarter Clr,:::le 5pril}'head
T oro I 0' RadiUS Half Circle Sprayhead
T oro I 0' RadiUS Ouarter Circle Sprayheild
Toro 15' RadiUS Full Circle Sprayhead
Toro /5' RadiUS Three Quarter Clr-:::ie Sprayheild
Toro '5' RadiUS Hillf Circle Sprayhead
T oro I 5' RadiUS OUilrter Circle Sprayl1ead
o ,jf5ADJ
U 1-25ADJ'9
o 1-25ADJ
o 1-25A p3;J-'
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I . Repair or Install a new automatic Irrigation system to prOVIde I 00% coverage of all landscape areas.
2 Shrub risers shall only be used In hedges or mass plantlngs. Risers shall not extend more than 2" above the
Installed height of the plant. All risers shall be schedule 40 pipe, painted black. In no case shall 5hrub risers be
Installed adjacent to walkways, driveways or other areas where they may be damaged,
3. All heads Installed In planting area5 along walks, drives and parkIng lots shall be 12" pop-up fixed spray
heads. All heads shall be Installed With the top of the spray body flush With finish grade. All groundcover areas
shall be Irrigated With 12M pop-up fixed spray heads and extensions as required.
4. All soddJd arJas shall be Irrigated With 4" pop-up spray heads or pop-up gear driven heads unless-
otherWise specified.
5. flpe, valves and other Irrigation equipment may be shown In drives, walks or bUildings for clarity only. Install
all valves and other equipment In landscape beds for best acceSSibility and concealment.
G. Valves shall be Installed In a manifold wlthm a valve box of suffiCient size to selVlce all valves Within the box.
Valve box shall be free from any debriS which may cover valves. frovlde a 3" depth gravel sump at the bottom of
the valve pit.
7. All Irrigation equipment and installation techmques shall meet federal, state and local codes, regulations and
ordinances.
8. All ~ear driven heads and all heads along walks, curbs, drives and parking areas shall be Installed on fleXible
polyethylene sWing JOints.
9. Gear driven heads and fixed spray heads shall be Installed on separate zoneswhere pOSSible. freclpltatlon
rates and head type should be compatIble Within each zone.
10. Gear driven heads shall not be Installed In shrub areas or be Installed on risers where pOSSible.
I I. Controller shall be mounted as shown on plan
12. All sleeves shall be schedule 40 pipe Installed a minimum of /4" below grade. Sleeves shall be used only
to Install lateral Irrigation lines through. Sleeves shall not be used as a method to convey water through the
system.
13. Adjust all heads to prOVide maximum coverage and effiCiency and minimiZe overthrow. Irrigation heads shall
not 5pray over walks, drives or any other non-irrigated areas.
14. EqUipment shall be manufactured by, I"-ord', "Ralnblrd" or "Hunter" or as otherWise stated on the plans.
15. Contractor shall field verify water source to deliver the proper pressure, pounds per square Inch (fSI) and
water flow. gallons per minute (GfM) as required by the Irrigation system. Notify the Landscape Architect If there
IS any discrepancy.
I G. All permits required for installation shall be prOVided by the contractor.
I 7. Refer to the Landscape flans when locating all Irrigation equipment. Allow ample room near irrigation
equipment for the proper installation of tree5, shrubs and other work shown on draWings to be Installed.
18. All wires shall be Installed In wire sleeves.
19. Contractor shall be responsible for all Items on the plan and Irrigation speCifIcation.
20. Contractor shall 1n5truct the owner on the full operation and maintenance of the Irrigation system.
2 I. Contractor shall be responsible for all final repairs or adjustments to prOVide proper coverage to all
landscape areas.
22. All questions regarding Irrigation speCifications shall be directed to the Landscape Architect at (727)
787-2840.
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-e IRRIGATION GEAR DRIVEN HEAD DETAil
T oro End 5tnp Sprayhead
T oro Side Strip Sprayhead
T oro Center Stnp 5prayhead
Hunter Full Circle Gear Dnven Head b GPM
\
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U N P L A T TED
Hunter Adjustable RadiUS Gear Dnven Heild 3 GPM
Hunter AdJ./Full RadiUS Gear Dnven Head - Altemat:e
Gate Valve
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-IRRIGATION SYSTEM REQUIIREMENTS
l;;; r',nl5h GracIe
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Pop-up fDr&:l ~ head
Water Source - Deep Well wI 5HP
sub pump and pressure tank
COA
I, Shallow wells. open surface water bodies. or reclaimed water must be used as a source of
Irrtgatlon water. The distribution system for Irrl~atlon mU/st not be connected to county or
mUniCipal water sources, unless It can be demonstrated that these sources are not available.
Netaflm low volume under'3round drip Im'3at1on
Install per manufacturer's 5peC1flCiltlons
12' mln'mum ~ Install sleeves under all paved area!!
. ~ Lateral zone Ionell
J a' mlmmum c:lepthtE Install sleeves under all paved areas
Ma,nhne ptpln'3 (!lChedule 40 PVC)
Remote control valve Wlr= to I>e ,nstalled under mainline
5eCUre to ma,nhne a~ 8' Intervals Wl~h waterproof
tape wrapped 4 t,mes around pipe at each local:lon
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Valve - 2"
2. IrTlgatlon systems must utilize low volume deSign such as low trajectory heads or soaker
hoses to prOVide direct application and low evaporation. Systems that overspray areas that do
not require Irrl~atlon, such as paved areas Will not be acceptable. High Irrtgatlon need areas
must not overspray low need areas.
Tor!) Sohd State Dual PrO'3ram Controller
COPLEY DESIGN ASSOCIATES, INC.
LANDSCAPE
ARCHITECTS
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3. High water demand landscape areas such as turf must be served by a separate Irrt~atlon
zone than low water need areas, such as planter beds. Olr mulched areas With trees. In no case,
shall any planted ve~etatlon area be more than 50' from a water supply hose bib.
-e IRRIGATION PIPE DEPTH DETAil
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
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4. AutomatIc Irrigation systems must operate by an Irrlglatlon controller capable of
dlfferentJatln~ between schedules of high and low water demands areas. Controllers must have
multiple cycle start capacity and a fleXible calendar progr:am able to be set to comply With local
or water management district Imposed restrictions.
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MASON BLAU
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ASSOCIA TES, INC,
ARCHITECTS, PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
33764
727/530-0570
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ALUMINUM LOUVER
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(GALVALUME WI KYNAR FINISH)
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MASON BLAU
AND
ASSOCIA TES, INC,
ARCHITECTS, PLANNERS
AA0002779
16" DIAMETER REINFORCED CONCRETE
COLUMN WI CEMENT PLASTER
VENEER AND ELASTOMERIC COATING
0' 0"
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4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
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Comm, No. 02019
Date, 09/22/03
Drawn, ADC
Revised,
SMOOTH - FACE ARCHITECTURAL
BLOCK WI 8" X 8" PATTERN
HURRICANE -RESISTANT
ALUMINUM LOUVER
27' 0" t-
TOP OF ROOF
~ 19' 9"
TOP OF ROOF
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DOWNSPOUTS WI KYNAR FINISH
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SMOOTH - FACE ARCHITECTURAL
BLOCK WI 8" X 8" PATTERN
0' 0"
FINISH FLOOR
0' 0"
FINISH FLOOR
ALUMINUM SPANDREL
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EXISTING CEMENT PLASTER VENEER
TO REMAIN. PAINTED wi
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NEW ADJACENT BLOCK.
MASON BLAU
AND
ASSOCIA TES, INC.
ARCHITECTS, PLANNERS
AA0002779
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- REPLACE ALL EXISTING WINDOWS .J
WITH ALUMINUM CURTAINWALL WI
HURRICANE-RESISTANT LAMINATED
GLAZING (TYP.)
J
ALUMINUM ENTRANCE DOOR
WI HURRICANE-RESISTANT
LAMINATED GLAZING
ALUMINUM SPANDREL
PANEL (TYP.)
- REPLACE ALL EXISTING WIINDOWS
WITH ALUMINUM CURTAINWALL wi
HURRICANE-RESISTANT LAMINATED
GLAZING (TYP.)
EXISTING BRICK VENEER TO REMAIN.
PAINTED WI ELASTOMERIC COATING
TO MATCH NEW ADJACENT BLOCK.
REPLACE ALL EXISTING WINDOWS WITH
ALUMINUM CURTAINWALL WI
HURRICANE-RESISTANT LAMINATED GLAZING
(TYP. )
'-- EXISTING CEMENT PLASTER VENEER TO REMAIN.
PAINTED WI ELASTOMERIC COATING TO MATCH
NEW ADJACENT BLOCK.
EXISTING BRICK VENEER TO REMAIN.
PAINTED wi ELASTOMERIC COATING
TO MATCH NEW ADJACENT BLOCK.
EXISTING CEMENT PLASTER VENEER TO
REMAIN. PAINTED WI ELASTOMERIC
COATING TO MATCH NEW ADJACENT BLOCK.
NEWPORT SQUARE
4625 EAST BAY DRIVE
SUITE 228
Clearwa ter, FL
33764
NORTH ELEVATION
1/8" - l' -0"
.
727/530-0570
GALVALUME FASCIA, GUTTERS &
DOWNSPOUTS WI KYNAR FINISH
38' 2"
TOP OF ROOF +-
STANDING SEAM MANSARD ROOF
(GALVALUMEN W/KAYNAR FINISH)
32' O"~
TOP OF WALL ..,-
SMOOTH-FACE ARCHITECTURAL CONCRETE
BLOCK BANDING IN CONTRASTING COLOR
o-~
GALVALUME FASCIA, GUTTERS &
DOWNSPOUTS WI KYNAR FINISH
NEW ROOFTOP HVAC
PACKAGE UNIT
NEW ROOFTOP HVAC
PACKAGE UNIT
., 28' 6"
TOP ROOF
23' 6" +-
~TOP OF PARAPET
21' 6"+-
ROOF DECK
EXISTING BRICK VENEER TO REMAIN.
PAINTED WI ELASTOMERIC COATING
TO MATCH NEW ADJACENT BLOCK.
14' 3" +-
TOP OF SLAB
A 23' 6"
~ TOP PARAPET ~
A 21' 6"
~ ROOF DECK
EXISTING CEMENT PLASTER VENEER
TO REMAIN. PAINTED wi
ELASTOMERIC COATING TO MATCH
NEW ADJACENT BLOCK.
SMOOTH - FACE ARCHITECTURAL
BLOCK WI 8" X 8" PATTERN
A 9' 6"
~ FIRST FLOOR
EXISTING CEMENT PLASTER VENEER
TO REMAIN. PAINTED WI
ELASTOMERIC COATING TO MATCH
NEW ADJACENT BLOCK.
9' 6" +-
FIRST FLOOR
/
/
/
"
:--.
"
"
"
"
EXISTING BRICK VENEER TO REMAIN.
PAINTED wi ELASTOMERIC COATING
TO MATCH NEW ADJACENT BLOCK.
/
/
/
EXISTING DOOR TO REMAIN
0' 0" +-
TOP OF SLAB
EXIST. BLDG
REPLACE ALL EXISTING WINDOWS WITH
ALUMINUM CURTAINWALL WI
HURRICANE-RESISTANT LAMINATED
GLAZING (TYP.)
SMOOTH - FACE ARCHITECTURAL
BLOCK wi 8" X 8" PATTERN
REPLACE ALL EXISTING WINDOWS WITH
ALUMINUM CURTAINWALL WI
HURRICANE-RESISTANT LAMINATED
GLAZING (TYP.)
EXISTING CEMENT PLASTER VENEER TO
REMAIN. PAINTED WI ELASTOMERIC
COATING TO MATCH NEW ADJACENT BLOCK.
EXISTING OVERHEAD ROLLING SERVICE
DOOR TO REMAIN
EXISTING DOOR TO REMAIN
EXISTING BRICK VENEER TO REMAIN.
PAINTED wi ELASTOMERIC COATING
TO MATCH NEW ADJACENT BLOCK.
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(GALVALUMEN W/KAYNAR FINISH)
GALVALUME FASCIA, GUTTERS &
DOWNSPOUTS WI KYNAR FINISH
NEW ROOFTOP HVAC
PACKAGE UNIT
NEW ROOFTOP HVAC
PACKAGE UNIT
-+ 32' 2"
TOP OF WALL
23' 6" +-
TOP ROOF
SMOOTH - FACE ARCHITECTURAL
BLOCK WI 8" X 8" PATTERN
23' 6"J....
/ TOP PARAPET l'
21' 6"J....
ROOF DECK l'
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SMOOTH - FACE ARCHITECTURAL
BLOCK WI 8" X 8" PATTERN
9' 6" J....
FIRST FLOOR l'
EXISTING CEMENT PLASTER VENEER
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ELASTOMERIC COATING TO MATCH
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1
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REPLACE ALL EXISTING WINDOWS WITH
ALUMINUM CURTAINWALL WI
HURRICANE -RESISTANT LAMINATED
GLAZING (TYP.)
"-
"
"
GROUND F OOR EXIST.
SMOOTH - FACE ARCHITECTURAL PARKING DECK
BLOCK WI 8" X 8" PATTERN VARIES
REPLACE ALL EXISTING WINDOWS WITH
ALUMINUM CURTAINWALL WI
HURRICANE-RESISTANT LAMINATED
GLAZING (TYP.)
REPLACE ALL EXISTING WINDOWS WITH ALUMINUM
CURTAINWALL WI HURRICANE-RESISTANT
LAMINATED GLAZING (TYP.)
EXISTING CEMENT PLASTER VENEER TO REMAIN.
PAINTED WI ELASTOMERIC COATING TO MATCH
NEW ADJACENT BLOCK.
SMOOTH - FACE
ARCHITECTURAL BLOCK
ARCHITECTURAL BLOCK wi 8"
X 8" PATTERN
~
WEST ELEV A TION
1/8" = 1 '-0"
EXISTING DOOR TO REMAIN
Comm. No, 02019
Date, 09/22/03
Drawn, ADC
A 38' 2"
~ TOP ROOF
STANDING SEAM MANSARD ROOF
(GALVALUMEN W/KAYNAR FINISH)
GALVALUME FASCIA, GUTTERS &
DOWNSPOUTS WI KYNAR FINISH
EXISTING CEMENT PLASTER VENEER TO REMAIN.
PAINTED WI ELASTOMERIC COATING TO MATCH
NEW ADJACENT BLOCK. ..J,. 23' 6"
~TOP OF PARAPET~
A 21' 6"
~ ROOF DECK
SMOOTH - FACE ARCHITECTURAL
BLOCK wi 8" X 8" PATTERN
STANDING SEAM MANSARD ROOF
(GALVALUMEN W/KAYNAR FINISH)
NEW ROOFTOP HVAC PACKAGE UNIT
EXISTING CEMENT PLASTER VENEER TO
REMAIN. PAINTED WI ELASTOMERIC COATING
TO MATCH NEW ADJACENT BLOCK.
28' 6"+-
TOP ROOF
Revised,
NEW ROOFTOP HVAC PACKAGE UNIT
23' 6" J....
--.I TOP PARAPET"
21' 6"J....
ROOF DECK"
SMOOTH - FACE ARCHITECTURAL
BLOCK WI 8" X 8" PATTERN
) \.
) '--
"
,
9' 6" +-
FIRST FLOOR
EXISTING CEMENT PLASTER VENEER TO
REMAIN. PAINTED WI ELASTOMERIC COATING
TO MATCH NEW ADJACENT BLOCK.
., 9' 6"
FIRST FLOOR
EXISTING CEMENT PLASTER VENEER TO REMAIN.
PAINTED WI ELASTOMERIC COATING TO MATCH
NEW ADJACENT BLOCK.
o
I
N
m
. "
GROUND FLO R EXIST. BLDG
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~ VARIES
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ALUMINUM CURTAINWALL wi
HURRICANE-RESISTANT LAMINATED
GLAZING (TYP.)
REPLACE ALL EXISTING WINDOWS WITH
ALUMINUM CURTAINWALL W/
HURRICANE-RESISTANT LAMINATED
GLAZING (TYP.)
SOUTH ELEVATION
EXISTING CEMENT PLASTER VENEER TO REMAIN.
PAINTED WI ELASTOMERIC COATING TO MATCH
NEW ADJACENT BLOCK.
A 10-3A
1/8" = l' -0"
SITE PLAN KEY
PROPOSED ELEV A TIONS CHRISTMAS JOY CENTER/ RESIDENTIAL SHELTER BUILDING
1"=200' -0"
LEG-APT.DWG
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~. SOCIAL SERVICES BUilDING, SAl VA TION ARMY CORRECTIONAL
SERVICES BUilDING, RESIDENTIAL SHEl TERI ASSISTED liVING
FACiliTY ICHRISTMAS JOY CENTER AND ASSOCIA TED SITE WORK
1521 DRUID ROAD, CLEARWATER, FLORIDA
........<,
OWNERS:
THE SAL VA TION ARMY
1625 BELCHER ROAD NORTH
CLEARW A TER, FLORIDA 33765
VICINITY MAP
SITE PLAN APPROVED
CASE # FLl? 2-003- (;_~ 04-0
CASE TYPE ~p ;. ~ l P
DRe DATE~
COB DATE iJ1!iJ o~
SIGNATURE ~ ~
DATE \l J "1 o:i ~
, ..
Best Copy
Available
DRA WING INDEX
NORTH
Laura ;t....'!' ., ~ t ~ u' '9001
ClavelandSt t:'\ .S!;? !!: CI I d I
~'" . > . '" eve an
Park St . ~'^ ~ . ~ ~ f/l ~ ~ I
P' St "\o'^ :r \ Harvard St ~.~ 0 .
tet~B \~ liS' . ",,_ ~ "". ~
<II \:.<- .~ ; Crest Lak,e DallmoLlth St;:.' !'; I: g I
~ & F l!.~\t,\ln St '\~1. ::0: Park 2 ::0 S .~ )lo :
~?, r ()' a. Rain bow 0 r ~ '" '" ,II) <( .
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o ~ 031. < Co <'II I) t; :
g ~ ~ II) '" .
~- ~, !i;. Court St _.': ., .., G!lnoBa~.BIVli.__ .Ifi.s
!. Rogers St ~ ~ . ..'J . ~.
Turner St Glen oaks ~'<( 0 ~.
. Golf Course !f I FUTURE SITE ~. r;
Sally Ln S ~ (I) ..Pinll St~~ 1521 DRUID ROAD ~ ~
Druid Rd E .fT1 C"l Druid A.d E ~ ..:l ~ ~::o II) 011
. F! ( Jasmine Wa (JJ ~;. ~ i
~iilll <)> ~
Magnolia Dr \;jI!i '" II) iii UJ 0
~!;? ~
Latus path: ~ E Lotus Path F Ia9stone Ct ~
~ ~ . , Jeffords St I ~ ~
I: ~ roo Barry St <II oarry Rd ~
~. it ::0 Tuscola St ~. TUSiColll. A.d . ~
~. ~ Milton St -g Illinois A.d Sunny Lake ~);
~ iii Browning St ~ Ottawla Rd Co II
iii Lal<Qvlew Rd ~
~ " Nl>rl'nllndy Pirie DUJ Valencia 6t Emerald Dr
t8 f ~ r TangerinQ(/lI Balmoral Dr - 0
"'''' ..... I Satsuma St - PinllWOOdDr~' ,ll;
- <tf' IQ Martha Ln
II) l OranQQ St Parks Ide Dr ~ I
SITE PLAN DEVELOPMENT
APPLICATION SUBMITTAL PACKAGE
SEPTEMBER 22, 2003
MBA COMM. # 02019
,
5000'
COVER
X 1 -1 DESIGN CRITERIA
ASO-1 EXISTING SURVEY
AS3-1 ARCHITECTURAL SITE PLAN
C 1.1 CIVIL SITE DATA
C 1 .2 CIVIL SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING, DRAINAGE AND UTILITIES SITE PLAN
C5.1 UTILITIES SITE PLAN
C6.1 CIVIL SITE DETAILS
C6.2 CIVIL SITE DETAILS
C6.3 CIVIL SITE DETAILS
L -1 LANDSCAPE DEVELOPMENT PLAN
IR-1 IRRIGATION DEVELOPMENT PLAN
A 10-1 A PROPOSED ELEVATIONS (SOCIAL SERVICES ADMINISTRATION OFFICES)
A 1 0-2A PROPOSED ELEVATIONS (CORRECTIONAL SERVICES)
A 1 0-3A PROPOSED ELEVATIONS (RESIDENTIAL SHELTER/CHRISTMAS JOY CENTER)
A 1 0-4A PROPOSED ELEVATIONS (FUTURE SENIOR HOUSING & FUTURE SOCIAL SERVICES)
EB~
I
1 000'
SET NO.
~
-$-
ALUMINUM CURTAINWALL WI
HURRICANE-RESISTANT
LAMINATED GLAZING
A 50' -0"
-,., TOP OF ROOF
A 40' -0"
-,., TRUSS BEARING
A 30' -0"
~ FOURTH FLOOR
0'-0"
FINISH FLOOR
PACKAGE HVAC UNIT (lYP.)
PRE-FABRICATED LAMINATED
GLASS AND ALUMINUM CANOPY
ALUMINUM SPANDREL PANEL (lYP.)
16" DIAMETER REINFORCED
CONCRETE COLUMN WI CEMENT
PLASTER VENEER AND
ELASTOMERIC COATING
ALUMINUM ENTRANCE DOOR
WI HURRICANE-RESISTANT
LAMINATED GLAZING
1/8n = l' _On
ALUMINUM CURTAINWALL wi
H URRICAN E -RESISTANT
LAMINATED GLAZING
STANDING SEAM METAL
ROOF (GALVALUME WI
KYNAR FINISH)
GALVALUME FASCIA,
GUTTERS & DOWNSPOUTS
WI KYNAR FINISH (lYP.)
SMOOTH-FACE
ARCHITECTURAL
CONCRETE BLOCK
BANDING IN
CONTRASTING COLOR
SMOOTH - FACE
ARCHITECTURAL BLOCK
WI 8" X 8" PATTERN
SMOOTH-FACE
ARCHITECTURAL
CONCRETE BLOCK
BANDING IN
CONTRASTING COLOR
EAST ELEVATION
FUTURE SENIOR HOUSING
PROPOSED FRONT ELEVATION
-$-
A 34' -0"
---,.. PEAK OF ROOF
!'!'!o
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GALVALUME FASCIA, GUTTERS &
DOWNSPOUTS WI KYNAR FINISH
7e:..
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STANDING SEAM METAL ROOF
(GALVALUME WI KYNAR FINISH)
....L. 13'-0"
,... TOP OF FASCIA
I,ll'
I III II
Ill,
SMOOTH-FACE ARCHITECTURAL CONCRETE
BLOCK BANDING IN CONTRASTING COLOR
SMOOTH - FACE ARCHITECTURAL
BLOCK WI 8" X 8" PATTERN
SMOOTH-FACE ARCHITECTURAL CONCRETE
BLOCK BANDING IN CONTRASTING COLOR
.'1 I'Ll
1.1.1
/
,I 1,1
1,1
....L. 0'-0" /
" FINISH "f OOR
ALUMINUM SPANDREL
PANEL (lYP.)
ALUMINUM CURTAINWALL WI
HURRICANE-RESISTANT
LAMINATED GLAZING
~
16" DIAMETER REINFORCED
CONCRETE COLUMN WI CEMENT
PLASTER VENEER AND
ELASTOMERIC COATING
ALUMINUM ENTRANCE DOOR
WI HURRICANE-RESISTANT
LAMINATED GLAZING
PRE-FABRICATED LAMINATED
GLASS AND ALUMINUM CANOPY
ALUMINUM SPANDREL PANEL (lYp,)
NORTH ELEVATION
1/8n _ l' _On
FUTURE SOCIAL SERVICES BUILDING
PROPOSED FRONT ELEVATION
L
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) \.
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MBA
MASON BLAU
AND
ASSOCIA TES, INC.
ARCHITECTS. PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
3 3 7 6 4
.
727/530-0570
0-.......
(lD w
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SITE PLAN KEY ~ a..
1"=200' -0" LEG-SEN.DWG < ..J
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Comm. No. 02019
Date, 09/22/03
Drawn, ADC
Revised,
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SITE PLAN KEY
1"=200' -0"
(lD
LEG-HIS.DWG
A10-4A
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FLOOR PLAN KEY NOTES (~22811
f0 FILL ALL VOIDS IN EXISTING MASONRY WALL WITH NON-SHRINK
V GROUT.
o
ffi
t;;\ INSTALL NEW 5/8" GWB ON 6" GALVANIZED METAL STUDS 16"
V ON CENTER. PACK STUDS WITH 6" UNFACED BATT INSULATION.
INSTALL NEW 5/8" GWB ON 3-5/8" GALVANIZED METAL
f;\ STUDS 16" ON CENTER. PACK STUDS WITH 6" UNFACED BATT
V INSULATION.
1;\ INSTALL NEW 5/8" GWB ON 20 GAUGE 3-1/2" GALVANIZED
\.J METAL STUDS 16" ON CENTER.
o INSTAL NEW 5/8" GWB ON 7/8" HAT CHANNELS @ 16" O.C.
OVER 6" CMU.
o
@
f11\ EXISTING RATED PARTITION TO BE INSPECTED AND BROUGHT UP
V TO MEET RATING INDICATED.
f12\ NEW 5/8" GWB ON 3 5/8" METAL STUDS BUILT AROUND
V EXISTING ELECTRICAL PANELS TO REMAIN.
f13\ NEW 6" STUD WITH 5/8" LEAD-LINED GWB AND SOUND BATT
V INSULATION.
f14\ INSTALL LEAD LINED GWB ON FIVE SIDES AROUND ALL ITEMS
V RECESSED IN WALL OF THIS ROOM.
f15\ NEW 5/8" LEAD-LINED GWB OVER EXISTING COLUMN WRAP.
V LEAD THICKNESS SHALL BE AS SHOWN ON FLOOR PLAN.
@ NEW 5/8" GWB ON 6" GALVANIZED METAL STUDS 16" O.C.
@ APPLY BLACK PAINT TO INSIDE FACE OF EXISTING GLASS
I I I I
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8-. -. -. -. -. -. -. ~. -. -. -. -:. -. -. ~. -. ~. -. -. t. -. -I:. I
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INSTALL NEW 5/8" GWB OVER 1" Z-FURRING 16" ON
CENTER WITH 1" UNFACED, SEMI-RIGID FIBER GLASS
INSULATION.
INSTALL NEW 5/8" GWB OVER 1" Z-FURRING 16" ON
CENTER.
CERAMIC TILE SEE ELEVATIONS.
~A ,.,
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MAINTENANCE SHOP I
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Michael R. Mason, AlA
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MBA
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MASON BLAU
AND
ASSOCIA TES, INC,
ARCHITECTS. PLANNERS
AA0002779
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l ~HANICAL
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FILL CELL SOLID WITH GROUT AND 1 #5 REBAR.
EXISTING WALL TO REMAIN. REPAIR TO MATCH NEW
CONSTRUCTION.
UP
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
3 3 7 6 4
B020 //'.-
SHOP STORAGr~
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B007
INTAKE ROOM
FLOOR PLAN GENERAL NOTES M-002
(122401)
CD
1. ALL CONSTRUCTION SHALL BE SCHEDULED SO AS TO
COORDINATE WITH THE OWNER'S OCCUPANCY REQUIREMENTS
FOR THIS FACILllY.
2. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE
OWNERS USAGE REQUIREMENTS FOR THIS FACILllY.
3. THE CONSTRUCTION SCHEDULE SHALL BE COORDINATED
WITH THE REQUIREMENTS OF ALL OTHER CONSTRUCTION
SERVICES TO OCCUR ON THIS SITE, WHETHER PART OF
THIS PROJECT OR NOT, DURING THE DURATION OF THIS
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Michael R. Mason, AlA
MBA
MASON BLAU
AND
ASSOCIA TES, INC,
ARCHITECTS, PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
3 3 7 6 4
727/530-0570
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ROOFING NOTES
M
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A9-002 (122401)
IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE FOR
A COMPLETE AND WEATHERTIGHT INSTALLATION OF ALL ROOF ITEMS,
PENETRATIONS, ETC. THE CONTRACTOR SHALL PROVIDE ALL ROOF
ACCESSORIES, FLASHING, SEALANT, SCUPPERS, DRAINS, LABOR,
MATERIALS, EQUIPMENT, ETC. REQUIRED FOR COMPLETION OF A
WEATHERTIGHT ROOF INSTALLATION. FOLLOW ALL RECOMMENDATIONS
OF THE NRCA REGARDING INSTALLATION PROCEDURES, UNLESS MORE
STRINGENT REQUIREMENTS ARE INDICATED.
1. GENERAL - REFER ALSO TO GENERAL NOTES ON SHEET X1-1.
2. COORDINATION - GENERAL CONTRACTOR SHALL COORDINATE
ALL TRADES TO ALLOW FOR TIMELY INCLUSION OF ALL REQUIRED
ITEMS NECESSARY TO COMPLETE THE ROOF WORK.
3. ELEVATIONS - LOCATIONS THAT ARE NOTED THUS (+5") INDICATE
THKNS. OF ROOF INSULATION ABOVE ELEV. (0) AT ROOF DRAIN.
4. SLOPE- ROOF SURFACE SHALL HAVE A MIN. SLOPE OF 1/4"
PER FOOT IN A PERPENDICULAR DIRECTION FROM THE ROOF
EDGE DOWN TOWARD THE ROOF DRAINS AS INDICATED BY THE
ARROWS DRAWN ON THE ROOF PLAN. WHERE REQUIRED TO
FACILITATE DRAINAGE, PROVIDE VALLEYS, CRICKETS, RIDGES, ETC.
OF REQUIRED SLOPE TO PROPERLY DRAIN ALL ROOF SURFACES.
5. ROOF DRAINS- ROOF DRAINS SHALL BE SIZED AS INDICATED ON
THE PLUMBING DRAWINGS. LOCATE ALL ROOF DRAINS AS
INDICATED AND TO AVOID RATED WALLS, BEAMS, COLUMNS, AND
TRUSSES BELOW. INSTALL ALL REQUIRED FLASHING, COLLARS,
STRAINERS, GRAVEL STOPS, PANS, SEALANT, ETC. AS REQUIRED
FOR A COMPLETE AND WATERTIGHT INSTALLATION.
6. PENETRATIONS - PROPERLY FLASH, WATERPROOF, SECURE
AND SEAL ALL ITEMS THAT PENETRATE THE ROOF MEMBRANE. DO
NOT INSTALL ANY PITCH POCKETS, BUT RATHER FOLLOW
GUIDELINES OF NRCA CONCERNING FLASHING AND WATERPROOFING
ALL ROOF PENETRATIONS. SEE ALSO ROOF DETAILS. -
7. ROOF EQUIPMENT - MOUNT ALL ROOF EQUIPMENT ON STRUCTURAL
EQUIPMENT SUPPORT CURBS WITH INTEGRAL INSULATION, PROVIDE
ALL CANT STRIPS, BASE FLASHING, COUNTERFLASHING AND ALL
REQUIRED WATERPROOFING AS REQUIRED FOR A COMPLETE
WATERTIGHT ROOF SYSTEM. WHERE EQUIPMENT IS RAISED ABOVE
ROOF SURFACE, ALIGN SUPPORTS PARALLEL TO DIRECTION OF
WATERFLOW TO FACILITATE DRAINAGE. VERIFY ALL REQUIREMENTS
WITH EQUIPMENT AND CURB MANUFACTURERS. WHERE ROOF
MEMBRANE EXTENDS BENEATH EQUIPMENT, MOUNT EQUIPMENT HIGH
ENOUGH ABOVE THE ROOF SURFACE TO ALLOW FOR INSTALLATION
OF ALL REQUIRED ROOFING COMPONENTS.
8. ROOF EDGES - WHERE INDICATED, PROVIDE ROOF EDGE CONDITION
AS SHOWN ON DRAWINGS. MATERIAL AND COLOR SHALL MATCH
EXST. COPINGS & BE COMPATIBLE WITH ROOFING MATERIAL.
PROVIDE GRAVEL STOPS OF SAME MATERIAL WHERE INDICATED.
9. SCUPPERS - INSTALL SCUPPERS OF SIZE, MATERIAL TO MATCH
EXST. CONDITIONS AT EXST. LOCATION. IN PROJECT MANUAL OR AS
OTHERWISE REQ'D BY CODE OR GVRN'G AUTHORITIES. SCUPPERS
SHALL BE CO NT. FLASHED, SEALED AND INSTALLED WTHRTGHT. AT
ALL LOCATIONS. PROVIDE GRAVEL STOPS OF SAME MATERIAL AS
SCUPPER WHEN ROOF MEMBRANE IS A BALLASTED SYSTEM.
10. ROOF MEMBRANE - UTILIZE A THREE-PLY FULLY ADHERED
MOD. BIT, ROOF MEMBRANE AS INDICATED IN THE PROVIDE ALL
REQ'D ACCESSORIES, BASE PROJECT MANUAL. FLSHNG., WTRPRFG.,
SEALANT, NON-CORROSIVE MECH. FASTENERS, ETC. NECESSARY
FOR A COMPLETE AND WEATHERTIGHT INSTALLATION. REINFORCE
ALL CORNERS, BENDS, PARAPETS, ROOF EDGES, EXP. JOINTS, ETC.
WITH AN ADDITIONAL LAYER OF FABRIC AND MASTIC EXTENDING A
MIN. OF 2" EACH SIDE OF JOINT, CORNER OR ITEM. ROOF SYSTEM
SHALL MEET ALL REQ'S. FOR AN F.M. 1-90 ROOF INSTALLATION
AND CONFORM TO U.L. REQS. FOR A CLASS A ROOF ASSEMBLY.
11. ENGINEERING ITEMS - REFER TO STRUCTURAL, MECHANICAL,
PLUMBING & ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR
ADDITIONAL INFO ASSOCIATED WITH THE ROOF CONSTRUCTION.
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Michael R. Mason. AlA
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MASON BLAU
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ARCHITECTS. PLANNERS
AA0002779
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1. CONTRACTOR AND ROOFING CONTRACTOR SHALL PROVIDE A
COMPLETE AND WATER TIGHT ROOFING INSTALLATION.
2. WHERE NEW ROOF IS TO BE FLASHED INTO EXISTING WALL,
REMOVE EXISTING BRICK AND REWORK THRU WALL FLASHING
SO THAT CAVI1Y WEEPS OUT ONTO NEW ROOF.
3. CONTRACTOR SHALL MAINTAIN A COMPLETE WEATHER-TIGHT
ROOF DURING CONSTRUCTION OF THE OVERBUILT ROOFING
AREA ON THE EXISTING BUILDING.
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(/ ~j-- I -~ ~ 6'-0* 1 0.1 t;.;\ 11 ~ "27\ 6'~', SOCIAL _.VICES 1) ~f -~ o? \ -----------------.-- - -- --------------1-/. ~ .'~.' j~f ~:t-, --\-,~_. "-'
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1\ ... / 29'~ ~ II\JIV'\I. ~ \ S"e 0 /' ./;1-STORY MASONRY (26' MAX) _ \. / .. /-'.~! I
/ SERVICES . 5,492 GFA
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l' _ 7" /'I' ...--. ~ -(4) CONe .-l';.LEANDUTo --- I' ! I; \t-li vi.v,) It:r\ NEW RESIDENTIAL
~ /,,, [7 '\ 24 ~ Cl I ~ rt ~I I..-~~ SHELTER STORAGE
MIN. i ~"':""~--'--r-- F" J~~i- - -=n:=-~ ____}, · l/ r ~---" LOWER LEVEL OF 2-STORY
Ji ::JP-V e---'--q---'- -~ '-~---) -J L 0\ ,r I It, \ '\ '\ 2,B96 GFA
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10'-0"
FACILITIES MAINTENANCE
(EXISTING MODIFIED)
1-STORY MASONRY (15' MAX.)
638 GF A
SITE PLAN KEY NOTES
REGRADE AND RESURFACE ASPHALT DRIVE; SEE CIVIL DRAWINGS.
2
NEW CONCRETE RETAINING WALL; SEE CIVIL DRAWINGS.
~,.......
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ASSISTED LIVING FAQLlTY
6-UNITS (EXISTING MODIFIED)
UPPER LEVEL OF 2-STORY
2,745 GFA
3 NEW STANDARD GRAY CONCRETE SIDEWALK W/ 2' X 2' SCORED
PATTERN. ALL WALKS SHALL RUN PARALLEL AND
PERPENDICULAR TO EACH OTHER. SEE ALTERNATE BID #2.
o NEW LIGHT POLE; PROVIDE CUT -OFFS WHERE REQUIRED; SEE
ELECTRICAL DRAWINGS.
5
NEW FCD; SEE CIVIL DRAWINGS.
6
NEW FIRE HYDRANT; SEE CIVIL DRAWINGS.
SITE DATA - PHASE I
GENERAL NOTES
'\
. )
! . LSTE'R
7
AS3-DAlA-2
(122401)
NEW PAD MOUNTED TRANSFORMER; SEE ELECTRICAL DRAWINGS.
AS3-GEN
(122401)
8 NEW HVAC CONDENSING UNIT; SEE MECHANICAL DRAWINGS.
o NEW 8" ARCHITECTURAL BLOCK SCREEN WALL TO MATCH
BUILDINGS; SEE ELEVATIONS FOR HEIGHTS AND COLORS.
f1O\ NEW CONCRETE STAIR AND METAL HANDRAIL; SEE DRAWING
V A12-1B.
@ NEW 5' CONCRETE SIDEWALK; SEE CIVIL DRAWINGS.
@ 20' X 20' SIGHT TRIANGLE.
t;3\ NEW 6" THICK FIBEROUS CONCRETE SIDEWALK, MIN. 3000 PSI
V W/ 6"X6"/10X10 W.W.F.
@ NEW TURF DRIVE FOR FIRE DEPARTMENT USE ONLY; SEE CIVIL
DRAWINGS.
@ NEW PAVEMENT; SEE CIVIL DRAWINGS.
@ NEW 8" ARCHITECTURAL BLOCK DUMPSTER CORRAL W/ METAL
GATE; SEE CIVIL DRAWINGS.
TOTAL ACREAGE:
6.96 ACRES = 303,200 SF
ZONING:
I - INSTITUTIONAL, LMDR - LOW MEDIUM DENSITY RESIDENTAL
1 .
NO SITE LIGHTING WILL SPILL ONTO ADJACENT SITES.
USE:
COMPREHENSIVE INFILL, RESIDENTAL SHELTER, ASSISTED LIVING FACILITY
2.
REFER TO LANDSCAPING DRAWINGS FOR ALL LANDSCAPE
INFORMATION.
A. SOCIAL/PUBLIC SERVICE AREAS (COMPREHENSIVE INFILL)
1 . CORRECTIONAL SERVICES 12,11 2 SF
2. SOCIAL SERVICES ADMINISTRATION 5,492 SF
3. CHRISTMAS JOY CENTER 8,789 SF
4. FACILITY MAINTENANCE (ACCESSARY BLDG.) 638 SF
SUBTOTAL: 27,031 SF
RESIDENTIAL SHELTER
19-UNITS (EXISTING MODIFIED)
UPPER LEVEL OF 2-S~ORY
19,963 GFA
TOTAL SOCIAL/PUBLIC SERVICE BUILDING AREA ....................................... 27,031 SF
PARKING REQUIREMENTS: ( 3 SPACES PER 1,000 SF) ........................................................... 81 SPACES
B. RESIDENTIAL SHELTER
1. 18 TOTAL UNITS: (2) 3-BED, (8) 2-BED, (8) 1-BED
2. ACCESSARY MANAGERS APARTMENT: (1) 2-BEDROOM UNIT
3. RESIDENTIAL STORAGE: 2,896 SF
17 NEW ALUMINUM AND LEXAN ENTRY CANOPY.
TOTAL RESIDENTAL SHELTER BUILDING AREA ............................................ 19,963 SF
--
18 NEW RUBBER WALK-OFF MAT.
PARKING REQUIREMENTS:
RESIDENTIAL UNITS (1 SPACE PER 2 RES.)(ESTM. 60 RES.) ............................................
ACCESSARY MANG. APT. (1 SPACE PER 2 RES.)(ESTM. 2 RES.) ........................................
RESIDENTIAL STORAGE (NOT REQUIRED)
19 NEW BIKE BOLLARD.
@ NEW 8" ARCHITECTURAL BLOCK RETAINING WALL.
@ NEW CLEAR ANODIZED ALUMINUM WALKWAY COVER; SEE
ALTERNATE BID #3.
f22\ NEW 4' HIGH WHITE PVC PICKET FENCE AND SWING GATE W/
V LOCK.
@ NEW LIGHT BOLLARD; SEE ELECTRICAL DRAWINGS.
@ NEW WALL MOUNTED LIGHT; SEE ELECTRICAL DRAWINGS,
f25\ NEW 12' WIDE CONCRETE SIDEWALK; MAINTAIN POSITIVE SLOPE
V TOWARDS FLOOR DRAINS.
30 SPACES
1 SPACE
C. ASSISTED LIVING FACILITY
1. 6 TOTAL UNITS: (6) 1-BEDROOM
AL TERNA TE BIDS
(2)
Xl-ALl
TOTAL ASSISTED LIVING FACILITY BUILDING AREA .................................. 2,745 SF
ADD RECESSED MAT GRATINGS AT ENTRIES TO BUILDINGS
"A" AND "C". CLEAR ANODIZED ALUMINUM FRAMES AND
RAILS W/ HEAVY DUTY CARPET TREAD INSERTS. SEE
PROJECT MANUAL.
PARKING REQUIREMENTS: (1 SPACE PER 1,000 SF) ............................................................... 3 SPACES
NORTH
ARCHITECTURAL SITE PLAN
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UPGRADE ALL NEW 2' X 2' PATTERNED CONCRETE
SIDEWALKS FROM STANDARD GRAY CONCRETE TO 1NTEGRAL
COLORED CONCRETE; COLOR TO BE SELECTED BY
ARCHITECT.
ADD CLEAR ANODIZED ALUMINUM WALKWAY CANOPY
BETWEEN BUILDINGS "A" AND "B" AS INDICATED ON
ARCHITECTURAL SITE PLAN. APPROXIMATELY 86' LINEAL
FEET.
TOTAL GROSS BUILDING AREA .................................................................... 49,739 SF
TOTAL PARKING SPACES REQUIRED ................................................................................................... 115 SPACES
TOTAL PARKI NG SPACES PROVIDED ..... ....,........ ,.......... ........ ........ ............. ............ ... ...., ........ ............. 203 SPACES
TOTAL ADA PARKING SPACES REQUIRED (ADA REQ: 7 PER 201-300) ............................................. 7 SPACES
TOTAL ADA PARKING SPACES PROVIDED .......... ........ ...... ............ ........ ........... .... ....... ............. ....... ..... 8 SPACES
TOTAL GROU ND FLOOR BUILDING AREA .... .............................. ...................... ..... ....................... ......... 30,081 SF
TOTAL PAVED AREA .... .............. ..................... ...,.. ......... ..........., ....... ....................., ........ .... ................ 48,017 SF
TOTAL IMPERMEABLE SURFACE ....... ............................ ...... ...... ........ ........ ...... ...... ........ .... ........ ........... 112,31 7 SF
I.S.R. (IMPERMEABLE SURFACE/LAND AREA) ......... ...... .............. ........... ,. .............. ............... ...... ........ .37
OPEN SPACE (PERCENT OF GROSS SITE) .........,.....,......,............,......,............,......,....................... 63.0%
F.A.R. FOR ALL NON-RESIDENTIAL UNITS ( 37,031 / 303,200 ) ................................................... .09
LIVING UNITS PER ACRE ( ESTM. 25 UNITS / 6.96 ACRES ) ........................................................ 3.6
l' =30' -0"
26 NEW PAINTED STEEL PIPE BOLLARD.
27 NEW GRAVEL OVER GEOTEXTILE FABRIC.
28 NEW SCISSORS LIFT ON NEW 6" THICK CONCRETE PAD.
29 INDICATES LOCATION OF DEMOLISHED TREE.
30 NEW CONCRETE WALK/DRIVE. EDGE SHALL BE FLUSH WITH
PARKING STALL TO FUNCTION AS VEHICLE ACCESS.
CD
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Michael R. Mason, AlA
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MASON BLAU
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ARCHITECTS, PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
3 3 764
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MBA
MASON BLAU
AND
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ARCHITECTS, PLANNERS
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NEWPORT SQUARE
4625 EAST SAY DRIVE
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Clearwater, FL
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2-20-04
A5-BB
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DESIGN CRITERIA:
SOCIAL SERVICES BUILDING
DESIGN CRITERIA:
CORRECTIONAL SERVICES
CODE CRITERIA
DESIGN CRITERIA:
RES. SHEL TERI A.L.F./C.J.C.
DESIGN CRITERIA:
FUTURE SOCIAL SERVICES
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DESIGN CRITERIA:
FUTURE SENIOR HOUSING
lC1-Cl111E (Cl72III2)
AMERICANS WITH DISABIUTlES N:r REGULATIONS (A.DA) TITlE III (28 CFR PART 36),
LATEST EDmON
AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDmONING
ENGINEERS (ASHRAE)
. ASHRAE HANDBOOK, LATEST EDmON.
NATIONAl FlRE PROTECTION ASSOCIATION (NFPA)
Xl~
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NFPA-105 (1999), RECOMMENDED PRACTICE for the INSTAllATION of SMOKE -
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NFPA-110 (1999), STANDARD for EMERGENCY and STANDBY POWER SYSTEMS
Xl--5-DE1a1
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Xl~
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NEW 5,492 G.S.F. 1 -STORY MASONRY SOCIAL SERVICES
ADMINISTATION OFFICES BUILDING. MAXIMUM HEIGHT 26'.
THE PROPOSED BUILDING IS TO BE ONE STORY OF CONSTRUCTION
TYPE IV, UNPROTECTED, SPRINKLERED PER FLORIDA BUILDING CODE
2001.
OCCUPANCY - GROUP B BUINESS OCCUPANCY
NEW 10,000 G,S.F. 1-STORY MASONRY FUTURE SOCIAL SERVICES
BUILDING. MAXIMUM HEIGHT 34'.
THE PROPOSED BUILDING IS TO BE ONE STORY OF CONSTRUCTION
TYPE IV, UNPROTECTED, SPRINKLERED PER FLORIDA BUILDING CODE
2001.
OCCUPANCY - GROUP B BUINESS OCCUPANCY
FIRE RATINGS
PARTY AND FIRE WALLS
NEW 12,112 G.S.F. 1-STORY MASONRY CORRECTIONAL SERVICES
BUILDING. MAXIMUM HEIGHT 28'.
THE PROPOSED BUILDING IS TO BE ONE STORY OF CONSTRUCTION
TYPE IV, UNPROTECTED, SPRINKLERED PER FLORIDA BUILDING CODE
2001.
OCCUPANCY - GROUP B BUINESS OCCUPANCY
FIRE RATINGS
PARTY AND FIRE WALLS
SCOPE OF WORK FOR THIS PROJECT IS AS FOLLOWS:
1. GENERAL: RENOVATE 18,029 G.S.F. OF GROUND FLOOR AND 8,789
G.S.F. OF BASEMENT FROM EXISTING CLEARWATER COMMUNITY
HOSPITAL INTO 3 NEW COMPONENTS: RESIDENTAL SHELTER, ASSISTED
LIVING FACILITY AND CHRISTMAS JOY CENTER. COMPLETED PROJECT
INCLUDES 2,896 G.S.F. OF NEW CONSTUCTlON FOR A TOTAL
COMPLETED BUILDING AREA OF 31,497 G.S.F.. THE FOLLOWING NEW
COMPONENTS ARE TO BE ADDED TO THE EXISTING BUILDING:
3-LEVEL MASONRY AND ALUMINUM CURTIAN WALL ENTRY VESTIBULE
WITH STAIR, HYDRALIC ELEVATOR AND CORE, METAL MANSARD ROOF,
UPGRADED HURRICANE RESISTANT WINDOWS AND ARCHITECTURAL CMU
VENEER.
2. RESIDENTAL SHELTER: 19 TOTAL LIVING UNITS ON GROUND FLOOR
OCCUPYING 17,067 G.S.F. OF RENOVATED SPACE. NEW 2,896 G.S.F.
BASMENT LEVEL MASONRY STORAGE ROOM. TOTAL RESIDENTAL
SHELTER AREA 19,963 G.S.F..
3. ASSISTED LIVING FACILITY: 6 TOTAL LIVING UNITS ON GROUND
FLOOR OCCUPYING 2,745 G.S.F. OF RENOVATED SPACE.
4. CHRISTMAS JOY CENTER (SOCIAL/PUBLIC SERVICE): 8,789 G.S.F.
OF RENOVATED BASEMENT SPACE.
.
SCOPE OF WORK FOR THIS PROJECT IS AS FOLLOWS:
NEW 45,000 G.S.F. 4-STORY MASONRY FUTURE SENIOR HOUSING
(CONGREGATE CARE) BUILDING. MAXIMUM HEIGHT 50'.
NFPA-111 (1996), STANDARD on STORED ElECTRICAL. ENERGY EMERGENCY and
STANDBY POWER SYSTEMS
NFPA-140 (1999), STANDARD for MOTION PICTURE and TELEVISION PRODUCTION
STUDIO SOUNDSTAGES AND APPROVED PRODUCTION FACIUTlES
.
.
NFPA 1, 2000 EDmON.
NFPA-10 (1998) PORTABLE FlRE EXTINGUISHER
NFPA-11 (1998) LOW EXPANSION FOAM
NFPA-11A (1999) MEDIUM c!c HIGH EXPANSION FOAM SYSTEMS
NFPA-12 (2000) CARBON DIOXIDE EXTINGUISHING SYSTEMS
NFPA-12A (1997) HALON 1301 FlRE EXTINGUISHING SYSTEMS
NFPA-13 (1999) INSTAllATION OF SPRINKLER SYSTEMS
NFPA-13R (1999) INSTAllATION OF SPRINKLER SYSTEMS in RESIDENTIAL
OCCUPANCIES up to c!c including four stories in height
.
THE PROPOSED BUILDING IS TO BE 4-STORY MASONRY,
CONSTRUCTION TYPE IV, UNPROTECTED, SPRINKLERED PER FLORIDA
BUILDING CODE. MAXIMUM HEIGHT 50'. MAXIMUM AREA ON SINGLE
FLOOR 11,250 G.S.F.
.
NFPA-211 (2000), STANDARD for CHIMNEYS, FlREPLACES, VENTS and SOUD
FUEL BURNING APPLIANCES
NFPA-214 (1996), STANDARD on WATER - CooUNG TOWERS
.
.
FIRE RATINGS
PARTY AND FIRE WALLS
INTERIOR BEARING WALLS
SUPPORTING COLUMNS, OTHER BEARING
WALLS OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
COLUMNS
SUPPORTING OTHER COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
BEAMS, GIRDERS, TRUSSES, ARCHES
SUPPORTING COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE: FLOOR ONLY
SUPPORTING ONE: ROOF ONLY
FLOORS & FLOOR CEILING ASSEMBLIES
ROOFS & ROOF CfElLlNG ASSEMBLIES
EXTERIOR BEARING WALLS, GABLE ENDS
HORIZONTAL SEPARATION
0-3ft
3-10ft
10-20ft
20-30ft
OVER 30ft
EXTERIOR NON-BEARING WALLS, GABLE
HORIZONTAL SEPARATION
0-3ft
3-1 Oft
10-20ft
20-30ft
OVER 30ft
4HOURS
.
MBA
.
4HOURS
4HOURS
.
INTERIOR BEARING WALLS
SUPPORTING COLUMNS, OTHER BEARING
WALLS OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
COLUMNS
SUPPORTING OTHER COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
BEAMS, GIRDERS, TRUSSES, ARCHES
SUPPORTING COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
FLOORS & FLOOR CEILING ASSEMBLIES
ROOFS & ROOF CEILING ASSEMBLIES
NFPA-220 (1999), STANDARD on lYPES of BUILDING CONSTRUCTION
INTERIOR BEARING WALLS
SUPPORTING COLUMNS, OTHER BEARING
WALLS OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
COLUMNS
SUPPORTING OTHER COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
BEAMS, GIRDERS, TRUSSES, ARCHES
SUPPORTING COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
FLOORS & FLOOR CEILING ASSEMBLIES
ROOFS & ROOF CEILING ASSEMBLIES
.
.
OCCUPANCY - GROUP R4 RESIDENTIAL
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOM BUSTI BLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NFPA-221 (1997). STANDARD on FlRE WALLS and FlRE BARRIER WALLS
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
.
MASON BLAU
AND
ASSOCIA TES, INC.
ARCHITECTS. PLANNERS
AA0002779
.
FIRE RATINGS
PARTY AND FIRE WALLS
INTERIOR BEARING WALLS
SUPPORTING COLUMNS, OTHER BEARING
WALLS OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
COLUMNS
SUPPOR~NG OTHER COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
BEAMS, GIRDERS, TRUSSES, ARCHES
SUPPORTING COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
FLOORS & FLOOR CEILING ASSEMBLIES
ROOFS & ROOF CEILING ASSEMBLIES
EXTERIOR BEARING WALLS, GABLE ENDS
HORIZONTAL SEPARATION
0-3ft
3-10ft
10-20ft
20-30ft
OVER 30ft
EXTERIOR NON-BEARING WALLS,
HORIZONTAL SEPARATION
0-3ft
3-10ft
1 0- 20ft
20-30ft
OVER 30ft
.
NFPA-23O (1999), STANDARD for THE FlRE PROTECTION of STORAGE
4HOURS
.
NFPA-14 (2000) INSTALLATION OF STANDPIPE c!c HOSE
2-7 shall be omitted.
NFPA-15 (1996) STANDARD FOR WATER SPRAY FlXED SYSTEMS FOR
FlRE PROTECTION.
NFPA-16 (1999) STANDARD on DELUGE FOAM-WATER SPRINKLER c!c
SPRAY SYSTEMS
NFPA-17 (1998) STANDARD for DRY CHEMICAL. EXTINGUISHING SYSTEMS
NFPA-17A (1998) STANDARD for WET CHEMICAL. EXTINGUISHING SYSTEMS
NFPA-20 (1999) STANDARD for INSTAllATION of STATIONARY PUMPS for FlRE
PROTECTION
NFPA-24 (1995) STANDARD for INSTAllATION of PRIVATE FlRE SERVICE MAINS
and THEIR APPURTENANCES
SYSTEMS, except
.
. NFPA-232 (1995), STANDARD for the PROTECTION of RECORDS
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
.
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOM BUSTIBLE
NFPA-241 (1996), STANDARD for SAFEGUARDING CONSTRUCTION, ALTERATION and
DEMOumON OPERATIONS
NFPA-251 (1999), STANDARD METHODS of TESTS of FlRE ENDURANCE of
BUILDING CONSTRUCTION and MATERIAlS
NFPA-252 (1999), STANDARD METHODS of FlRE TEST of DOOR ASSEMBUES
.
.
.
.
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
.
.
THE PROPOSED BUILDING IS TO BE 31,497 G.S.F. 1-STORY
MASONRY WITH BASEMENT AND STAIR PENTHOUSE, CONSTRUCTIONI
TYPE IV, UNPROTECTED, SPRINKLERED PER FLORIDA BUILDING CODE.
MAXIMUM HEIGHT 39'. MAXIMUM AREA ON SINGLE FLOOR 18,029
G.S.F.
OCCUPANCY - GROUP R4 RESIDENTIAL
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
3 3 764
NFPA-253 (2000), STANDARD METHODS of TEST for CRmCAL FLUX of FLOOR
COVERING SYSTEMS USING a RADIANT HEAT ENERGY SOURCE
.
.
.
NFPA-255 (2000), STANDARD METHODS of TEST of SURFACE BURNING
CHARACTERISTICS of BUILDING MATERIAlS
NFPA-256 (1998), STANDARD METHODS of F1RE TESTS of ROOF COVERINGS
.
NFPA-25 (1998) STANDARD for INSPECTION, TESTING, and MAINTENANCE of
WATER-BASED FlRE PROTECTION SYSTEMS,
except quarterly flow test shall be required for those systems supplied by
municipal water supply
NFPA-3O (1996) FlAMMABLE c!c COMBUSTIBLE UQUIDES CODE
NFPA-31 (1997) INSTAllATION of OIL BURNING EQUIPMENT
NFPA-45 (1996) FlRE PROTECTION FOR LABORATORIES USING CHEMICALS
.
.
EXTERIOR BEARING WALLS,
HORIZONTAL SEPARATION
0-3ft
3-1 Oft
1 Q-20ft
20-30ft
OVER 30ft
EXTERIOR NON-BEARING WALLS,
HORIZONTAL SEPARATION
0-3ft
3-10ft
10-20ft
20-30ft
OVER 30ft
GABLE ENDS
EXTERIOR BEARING WALLS,
HORIZONTAL SEPARATION
0-3ft
3-1 Oft
10-20ft
20-30ft
OVER 30ft
EXTERIOR NON-BEARING WALLS,
HORIZONTAL SEPARATION
0-3ft
3-1 Oft
10-20ft
20-30ft
OVER 30ft
.
GABLE ENDS
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTIBLE(20%)
NONCOMBUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTIBLE(20%)
NONCOMBUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
GABLE ENDS
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTIBLE(20%)
NONCOMBUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
727/530-0570
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTIBLE(20%)
NONCOMBUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
GABLE ENDS
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTIBLE(20%)
NONCOMBUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
FIRE RATINGS
PARTY AND FIRE WALLS
INTERIOR BEARING WALLS
SUPPORTING COLUMNS, OTHER BEARING
WALLS OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
COLUMNS
SUPPORTING OTHER COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
BEAMS, GIRDERS, TRUSSES, ARCHES
SUPPORTING COLUMNS
OR MORE THAN ONE FLOOR
SUPPORTING ONE FLOOR ONLY
SUPPORTING ONE ROOF ONLY
FLOORS & FLOOR CEILING ASSEMBLIES
ROOFS & ROOF CEILING ASSEMBLIES
EXTERIOR BEARING WALLS, GABLE ENDS
HORIZONTAL SEPARATION
0-3ft
3-10ft
10-20ft
20-30ft
OVER 30ft
EXTERIOR NON-BEARING WALLS,
HORIZONTAL SEPARATION
0-3ft
3-1 Oft
10-20ft
20-30ft
OVER 30ft
NFPA-257 (2000), STANDARD on FlRE TESTS for WINDOW and GLASS BLOCK
ASSEMBUES
NFPA-259 (1998), STANDARD TEST METHOD for POTENTIAL HEAT of BUILDING
MATERIAlS
NFPA-260 (1998), STANDARD METHOD of TEST and CL.ASSIFlCATlON SYSTEM for
CIGARETTE IGNmON RESISTANCE of COMPON~ of UPHOLSTERED FURNIlURE
.
.
4HOURS
0-_
.
.
.
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
.
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTIBLE(20%)
NONCOM BUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
ENDS
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTlBLE(20%)
NONCOMBUSTlBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
NFPA-261 (1998). STANDARD METHOD of TEST for DETERMINING RESISTANCE of
MOCK - UP UPHOLSTERED FURNIlURE MATERIAL ASSEMBUES to IGNmON by
SMOLDERING CIGARETTES
.
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NONCOMBUSTIBLE
NFPA-SO (1996) STANDARD for BULK OXYGEN SYSTEM at CONSUMER SITES
NFPA-265 (1998), STANDARD METHOD of TEST ~"r EVALUATION ROOM FlRE
GROWTH CONTRIBUTION of TEXTILE WAll. COVERINGS
GABLE ENDS
RATING (MAX GLAZING)
1 (0%)
1 ( 1 0%)
NONCOMBUSTIBLE(20%)
NONCOMBUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
.
.
NFPA-SOB (1999) STANDARD for UQUID HYDROGEN SYSTEMS at CONSUMER SITES
.
NFPA-266 (1998), STANDARD METHOD of TEST for CHARACTERIST1CS of
UPHOLSTERED FURNIlURE EXPOSED t;, FlAMING IGNmON SOURCES
.
MAXIMUM BUILDING AREA
MAXIMUM BUILDING HEIGHT
STRUCTURAL DESIGN LOADS
SLAB ON GRADE
ROOF
34,000 S.F. / FLOOR
55' - 5 STORIES
34,000 S.F. / FLOOR
55' - 5 STORIES
MAXIMUM BUILDING AREA
MAXIMUM BUILDING HEIGHT
STRUCTURAL DESIGN LOADS
SLAB ON GRADE
ROOF
MAXIMUM BUILDING AREA
MAXIMUM BUILDING HEIGHT
STRUCTURAL DESIGN LOADS
SLAB ON GRADE
ROOF
34,000 S.F. / FLOOR
55' - 5 STORIES
NFPA-54 (1999), NATIONAl FUEL GAS CODE
NFPA-69 (1997), STANDARD ON EXPLOSION PREVENTION SYSTEMS
.
.
NFPA-267 (1998), STANDARD METHOD of TEST f(>r FlRE CHARACTERISTICS of
MATTRESSES and BEDDING ASSEMBUES EXPOSED TO FlAMING IGNmON SOURCES
.
100 PSF
1 6 PSF W /
AREA RESTRICTIONS
100 PSF
16 PSF W/
AREA RESTRICTIONS
100 PSF
16 PSF W/
AREA RESTRICTIONS
NFPA-70 (1999). NATIONAl ElECTRICAL CODE
NFPA-72 (1999), NATIONAl F1RE AlARM CODE
NFPA-80 (1999), STANDARD for FlRE DOORS and F1RE WINooWS
.
.
NFPA-286 (2000), STANDARD METHOD of FlRE TEST for EVALUATING CONTRIBUTION
of EVALUATION of WAll. and CElUNG INTERIOR FlNISH to ROOM FlRE GROWTH
.
MAXIMUM BUILDING AREA
MAXIMUM BUILDING HEIGHT
STRUCTURAL DESIGN LOADS
SLAB ON GRADE
ROOF
STRUCTURAL WIND CRITERIA
BASE WIND SPEED
BUILDING CATEGORY
IMPORTANCE FACTOR
EXPOSURE CATEGORY
ENCLOSED COEFFICIENT
24,000 S.F. / FLOOR
55' - 5 STORIES
.
STRUCTURAL WIND CRITERIA
BASE WIND SPEED
BUILDING CATEGORY
IMPORTANCE FACTOR
EXPOSURE CATEGORY
ENCLOSED COEFFICIENT
STRUCTURAL WIND CRITERIA
BASE WIND SPEED
BUILDING CATEGORY
IMPORTANCE FACTOR
EXPOSURE CATEGORY
ENCLOSED COEFFICIENT
130 MPH
II
1.0
B
TBD
130 MPH
"
1.0
B
TBD
130 MPH
"
1.0
B
TBD
NFPA-703 (1995), STANDARD for FlRE RETARDANT IMPREGNATED WOOD and FlRE
RETARDANT COATING for BUILDING MATERIAlS
.
NFPA-82 (1999), STANDARD on INCINERATORS and WASTE and UNEN HANDUNG
SYSTEMS and EQUIPMENT
NFPA-88A (1998), STANDARD for PARKING STRUCTURES
NFPA-9OA (1999), STANDARD for the INSTAllATION of AIR CONDmONING and
VENTILATING SYSTEMS
NFPA-90B (1999), STANDARD for INSTAllATION of WARM AIR HEATING and AIR
CONDmONING SYSTEMS
NFPA-91 (1999), STANDARD for EXHAUST SYSTEMS for AIR CONVEYING of
VAPORS, GASES, MISTS, and NONCOMBUSTIBLE PARTICULATE SOUDS
.
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTIBLE(20%)
NONCOMBUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LIMIT)
100 PSF
20 PSF W/
AREA RESTRICTIONS
.
NFPA-704 (1996), STANDARD SYSTEM for the IDENTIFICATION of the FlRE
HAZARDS of MATERIAlS for EMERGENCY RESPONSE
.
.
STRUCTURAL WIND CRITERIA
BASE WIND SPEED
BUILDING CATEGORY
IMPORTANCE FACTOR
EXPOSURE CATEGORY
ENCLOSED COEFFICIENT
130 MPH
"
1.0
B
TBD
.
NFPA-780 (1997), INSTAllATION of UGHTNING PROTECTION SYSTEMS
.
GABLE ENDS
RATING (MAX GLAZING)
1 (0%)
1 (1 0%)
NONCOMBUSTIBLE(20%)
NONCOMBUSTIBLE( 40%)
NONCOMBUSTIBLE(NO LI MIT)
.
NFPA-909 (1997), STANDARD for the PROTECTION of CULTURAL RESOURCES,
INCLUDING MUSEUMS, UBRARIES, PLACES of WORSHIP, and HISTORICAL PROPERTIES
.
NFPA-92A (1996), RECOMMENDED PRACTICE for SMOKE - CONTROL SYSTEMS
.
NFPA-1962 (1998), STANDARD for the CARE, USE, and SERVICE TESTING of FlRE
HOSE INCLUDING COUPUNG ond NOZZLES
.
NFPA-96 (1998), STANDARD for VENTILATION CONTROL and FlRE PREVENTION
of COMMERCIAL COOKING OPERATIONS SUBDMSION 7-2.2 of NFPA 96 APPUES
PROSPECTIVELY ONLY. EXISTING INSTAllATION are PERMITTED TO REMAIN IN
PLACE SUBJECT TO THE APPROVAL of the AUTHORITY HAVING JURISDICTION
.
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O...J
...JW
LL>
...w
ffic
....Z
~:5
a: 0..
<W
W....
...J_
OUJ
NFPA-1963 (1998), STANDARD for FlRE HOSE CONNECTIONS
.
en
~
a..
~
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SHEET METAL AND AIR CONDmONING CONTRACTORS NATIONAl.. ASSOCIATION, INC.
(SMACNA)
MAXIMUM BUILDING AREA
MAXIMUM BUILDING HEIGHT
STRUCTURAL DESIGN LOADS
SLAB ON GRADE
ROOF
24,000 S.F. / FLOOR
55' - 5 STORIES
NFPA-99 (1999), STANDARD for HEALTH CARE FACIUTlES
NFPA-101. UFE SAFETY CODE, 2000 EDmON AND CHAPTER 32 FOR ADDmONAl
STANDARDS.
NFPA-101A (1998), GUIDE, on ALTERNATIVE APPROACHES to UFE SAFETY
.
FlRE, SMOKE AND RADIATION DAMPER GUIDE, 1993 =~mON.
.
.
FLORIDA BUILDING CODE
100 PSF
20 PSF W/
AREA RESTRICTIONS
BUILDING CODE, 2001 EDmON WITH 2002 REVlSION'3
FLORIDA FlRE PREVENTION CODE 2001
TEST PROTOCOLS FOR HIGH VELOCITY HURRICANE ZONE, 2001 EDmON.
MECHANICAL. CODE, 2001 EDmON
PLUMBING CODE, 2001 EDmON
FUEL GAS CODE, 2001 EDmON
.
.
.
STRUCTURAL WIND CRITERIA
BASE WIND SPEED
BUILDING CATEGORY
IMPORTANCE FACTOR
EXPOSURE CATEGORY
ENCLOSED COEFFICIENT
NFPA-101 B (1999), STANDARD on MEANS of EGRESS
NFPA-102 (1995), STANDARD for GRANDSTANDS, FOLDING and TELESCOPING
SEATING, TENTS and MEMBRANE STRUCTURES
.
.
.
130 MPH
"
1.0
B
TBD
.
.
.
UNDERWRITERS LABORATORIES, INC. (U.L)
FlRE RESISTANCE DIRECTORY, LATEST EDmON.
BUILDING MATERIAlS DIRECTORY, LATEST EDmON.
.
.
-$-
Comm. No. 02019
Date, 09/22/03
Drawn, AD C
Revised,
X1-1
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-$-
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srgoe-<r t'~f1J'~' by~'./
Michael ~; Mason; - A"IA
RIM EL - 58.01
24 "CMP NE - 52.00
12"DlP W - 52.15 l
18"PVC W = 51.85
24"CMP S- 51.90
MBA
SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COUNTY, FLORIDA
TOP EL - 56.36
THROAT - 55.51
r- 24"RCP sw _ 52,00
36"RCP N = 51.82
\
~~
~i
MASON BLAU
AND
ASSOCIA TES, INC,
ARCHITECTS, PLANNERS
AA0002779
p'W' CORNER Of ~I
S.E. 1/4 OF S.W. 1/4
OF SEC 14-29-15
I
.. - -
l
RIM EL - 58.40
8"PVC N = 51.38
8"PVC W - 51.75
\ Loo.
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1 r \_- " =
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~~ ~ ~~ ~SAN~
~ - -- --- _0 RM MH ,_ N avoo'OO"W 327.29' P
-: - - - - - -'- .; - ~R ~~" " -., CONe WALK - N avoo'OO"W 327;J.8' ~~_
.Q. .Q, .J:) v I~-....... - -IRRIG ~dl .... cf8" .7.2.' 0 8" t J!I a _,
/r-/ / / 7 8" - IaJaSIGH VALVES 8" . ~ ~MH L' _ SO' 8" I 06" eo' \.:O'JERHEAD1\\1RES eor-a ., 0.,. .,,' GAC: I
~ ~~~ 1 .- L_ r I ~ ~
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,- /.J.. / // - II I I RIM El .. 55.55 \...J , . J, I
-- 8"PVC NE=..:~ .08 I ,""t'" ~
'- // L..J:::. ell 10'0.R.F.P.~- .- I I ... 8"OIP NW- 1""'.84 - 2 3' 4 I 5 lw:j
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CON~ON ~"'- --/7/ .- -... : I i ~'I I, ~ I ,~)_ 1m m'~\I_
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-~;.t'o' 8' ~/o1' /~ M~S 20' III~ELEV - 55.1911 C'.. . - , --r-- ' _ , . _..n I I F=C 'iiC I
..;L .. I ~I ~ LD~' r~. Ff. - .- I I _1 - .~I!tUT - I -~. - , - . - , L . - , ~.n ,_ ~b;..
3oJ.2 / 1 /11.0' 238 <D J" C~OUT .- il STORN X" -- . -. ---fU" -. -, _.~' -. -. -. -:8. -' -' 18' ~ilC R \
IJI I ~..s 1.0' !!i --~,'T----..:I.'::::"""" ~__ I __ I "" Of SlOPE, · ," 1" 15"AAi..8l! .11, _
/ / ~ ABANDONED-""I"""il I s ;!;~ ~--'::' --'=.!:- ___'::'':'':-_~_~'-="~ '::'-;il!IIl!I.;:-';;;'.~-'Aa::U-~.-=..,-=-_ ~-:-__.!_ '__ \... 12"t'il'
I.. I "8 POlE I" ~, 8"\L TOP El · '0.0. I .-;-t;---------~-=-----___ :::r:::~ - - - T .~ - _ ~ ~ trl J _ -I
-J :IiI " I ! ; i ~ 1 itiH::~ I L.JW.RC~ W ;.t~oll : " - """ 1 18". - -,-..- ~J - I 14' .- -~.: ~1...0~ . ~~ ~
,- r '../ i llJa I I , B L 0 C KI 36'0 A I I ~ aa iil
10.: ~ CONe .,... ... I ~ ~ 1 I I I Iii ~!5
~ ~ -'- ~ ,../ ~ I I 'I, 8 zz
. ,., SJ ~..- I ~ '-I~ 12 '-,~ 11 ~I- 10 i 9 ~.L 8 -I 7 53"0~ ,- _'Ct j-
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5.2 F= - II /, I' lOR U I 0 I G R 0 V E S 1 -, 8",
ElEC :' ._ I (PlAT IIOOKp" PACE 40) 600 I I
.. a BOX ~TE _ X : I . rl8" I', ' I 10". , I I
PUMP h:lrc~OUT 37"',,,
- ,- !I--t- I 12"0 I I!J 281!J , ,
ii' J _AT'" 10" ~ eo' I .- ./- eo....1 _ I 6' CONC WALL
,I 47.10',_ - 1# .....'1"~- ...___ '" eo'
I' .~~ VII IRRIG V....... ~ t.7"""'I"{''''' , AT I
II ~1~\~2" VALVE 8" .- s aVoo'oo"E 327.10' (P)._ ._
~ (0." E) S 89'OO'OO"E 327.21' (FJ <il 'i7i8"
II (30" INLET _ .-_
STO~ NH q -
.- (!).~ .e! - - _
SAN t.AH!-'- ._
,
RIM EL = 59.26
r 8"DIP N ... 56.58
8"PVC E ... 55.14
8"PVC W - 53.57
I - .--
~H
/
rlR1M EL = 58.48
8"PVc SW .. 51.53
8"DIP E - 51.88
RIM a - 57.51
8"PVC E ... 53,54
8"PVC W = 53.57
E. DRUID ROAD
(RIGHT-OF-WAY WIDTH VARIES)
-~ -
v....,,: _ "
--
- I""
1U
'- -
'"
... -
-
.-
TOP EL = 59.00 I ~
JON-SITE BENCHMARI(~ 18"DIP N .. 54.13
NAIL IN POWER POLf 18"PVC E ... 54.20
_ ELEV .. 61.004-
12"0 a.(h12" 1/ ~s'f 0 \ _ mm=
1/ INLET l_
J _ _ - .~_
- - ...
~s
~'-'
I~~ /' /"""_ q
~:8 '/' BOX
(I)
- - 1L - - _ V~"''''''; c_.. - _ 00 __
-. ... -...-.... ... ~ ,;:0:
PUll. BOX -r,P,P. 1"
OUGHT
c:::J SIGN ~.
~ -------
OUGHT 8"
o .
2rf'
-- -
...
-- -
-~
...
o 2"-
-
-
- ...
.,
-
.-
,MIl -
'~~a~ r
m SAN t.AH
~' C:ORNER NOT ,
r=--: SET. FALLS IN
1- -....... POWER P~
qo;so' - ~ \~ '\.\ - I --
q. (\ ,
\
4' CONC WALK
,-
-
-
-
.-
.-
4' CONe WALK
-
---..:
(&
-J;f
.Q, .Q. .Q, .Q, ... .Q. METERS ~.Q, - - .Q, J;f .Q, - -
/-eV03'55'W _'16.26' (I) ,/ /- / // / 7
.- ~,__L~aoJ a~01""W/ 61/.17;(1 .).:IIi BJ..I. / / /
.2' -I'. r
. Ii< .- .~ COVERED ._
I CONC I
J[BI Id~UMN (lYP)
I II'" v
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, Fl
3 3 764
--;-..-
- ~..
::::---
~-
,,' t.AEI ~ - GATE DEVICE
8 ~ ~El'Ef ~~RIG - -,-7i.- _
-I J- J.OX .Jc U SIGN s:I
.. --
I
t8.
18" .
.-
-
.-
.,
-
-
1M
--
2.."
o
'-OVERHEAD WIRES
.
..
.-
-
...
-
.-
727/530-0570
-
-
.-
.-
....
- I J
I II i
I I!
I I j
ItJ<r ,;
I-, !
I tJ L!
I tJ I I ell 10' F.P.C.
rASEMENr O.R. JOO8
I PC 45J-W
tJ d II ! ,_
..aM I tJ q II /
- 1 IL -
1 ' 8" -
1 / /.. ...
.-
_ - RAt.lP .;. I I ~i.....
M"mj__ }-
PLANTER ,"" I. -
.J q[J 00
- I I'
IllctloO
I I
I ct I 00 ._
I I I
, :~:'.o
t I
I ctJI
I ct I
I let I
I ~
...
~
6" 8"
8'"
.-6"
-
r=
~
..n
'BOL1.ARDS -
....
.-
.."
,-
r
.- -.:.-
~---
... '1= ...
X
vSlGN
INLET
0_...-
1..;:;; IN
I!I!
1- ~
,-
'"
85.0'
TOP EL - 55.55
8"PVC E - 52,4.3
'- 6"PVC S ... 52,53
12"PVC W = 52.45
4 "HDPP E - 52,41
;....
oj
-:r
FlAG POLES
C'l
.n
C'l
.n
....
-...
-
8-_
,-
-
122.3'
TOP El .. 55.23
6"PVC E .. 53.23
8"HDPP NE- 53.08 I-
8"HDPP N = 53.11
6"PVC S = 53.32
8"PVC SW .. 53,09
-
7.9'
-0
0-
/ . "-
~ "-
.- <. ~- "-
- ".. ..,
.. '-.:.-
"-
;..
T [f
I I
I ~ I
I~-I
I I
I I
,- I
CONe -
13"0 I
I
1.." I
o I
,- .- -: . - '--,
~ I
fa~ ,- I
~ :8:8 I
I NN
.- ._~.~~._..,
""co I
00 ..
~~. I
I
.- I
-I
.- ._~ - - I
.- I
-'1
I
18" I
0-'"
.-- )-
in
.0
C'l
.-
.-
M~._
.. i7T
b'
N
I
i~.-
'iiC1
.-
IRIM EL - 55.38 ,\ L
I(GREASE TRAP FULL) I
· I!... 15,2'
" TOP EL = 515.08
1;..-- 14"pvc SW-151.73
'~~ 10"PVC NE"51,83
8"PVC E ... 51,88
_ NLET _ 45.4' ~I
~ORM MH 2""0
90
.10" I~
. _ ,~9.5'
a. 10" :: RI~ EL .. 55.20 : I
~ 14 PVC S = 51.70
- 0 4,0' 14"PVC NE.. 51.70
COVERED /0.
CONC /"
- L..4,O'
~~
-
,=OVERHEAD WIRES
r
Q
~
ii,
%
-
-
29.8'
-
o
CLEANOUT ~
,.:
~
-
18"
.
28"
.
PlANTER
.-
42,0'
.-
- 225.8'
in
N
~
62.8'
en
b
.0
~-
- _1 rr
I I
I I
I -y I
I ~ I
I -:a" I
I I
I I
I I
I I
._ 1
-(
-
.-
1'-
38.8'
(I)(/)
.-
8".
,-
56.4'
1-3 STORY MASONRY BUILDING
11521
.8" TOP EL - 54.38
12"PVC S = 51.16
.......~ 14"PVC N - 51.21
~LET 8"PVC E .. 51.11
J..
a.
Cgj
Go
Iii
.--.. .r-
~
<
~
o
<
Il.
..J
<
~
~
~
m
::)
o
z
o
-
~
<
Q
..J
Il.
Il.
<
I
~
<ffi
g~
a:ll.
00
..J..J
LLW
..>
a:W
We
~z
~:5
a:ll.
<w
W~
..J_
00
-
-.
rTOP EL - 51.18
12"PVC S - 44,41
15" W = 44.36
-
,-
eo'
(f)
::>
Q.
~
<
()
(f)
W
()
:>
a:
w
(f)
...J
<
>-0
~O
a:(f)
<>-
z~
Oa:
-<
I-
<z
>0
...J-
<l-
(/)<
>
W...J
J:<
I-(f)
56.4'
-
~RV
'16"
-
;.-
"
~
-
rTOP EL 1= 57.17 N
THROAT 1= 56,77
18"Ct.AP SW= 52.77
I ~
- .-
.,."
l
- -
.-
II W 4,1'
IlNtoNc ~
~4,O'
.-
It)
8" "
P -
~ELEC
BOX
-
.-
.-
JASMINE WAY
J60' RIGHT-OF:!A'Y)
I pl. t-~
--- - \..
\. ~ ~~
- -
--
22.3'
;..../
9,6'a:i/- CONC
~~
.-
54.6'
-
....
.....
-
.an
~
--
d J2"0)-
-
~
SAN MH
...
)-
d
,-
;-iRIM EL = 52.06 :1
24"CMP W = 46,11
24"CMP S .. 44,50
86,5'
I
I 5" --::::
10 _:--
---,------
I
,- .. ,
EII'M n ;~~ N ;oa 21
INLEr I T; 24"CMP S - <<.pj/
-
I MIl C.V. S I
io= I
~~ . og ~ ,
4,2. 12" I ~ ~ ~ I
~ - ,--.... ,- I-~..", ~iS' I
.., ... 24' I ~ 1" ., ~ ~
~ 1'-1' 'V - I ~ ~ ~j: I
r}8'l' ~ ) z 8 ~k~ ,
89,1' ~ b L&..
r- ~ Sf. .. ... - -._ ~~~. 'f.v 0 I
.- - b"" Z
..: C'l ~.- .- RAMP ,- ~.- -.- _ _ . I
- ~ ~ "' . . /EP ~:m - - - L
.. ~-~-~;;~- ~-~~~P ~ ~PWALL ,:-~",,- V-.;. - _.::." 1~:18r<<A'~~~44-" -1-----
~ ~~ _42.3' ~\ J\\~ STOR~~ ~r /.
;;:: I "" - '.J.. \ ~ - ~ 92.' - - - 1 i . ~,,'" 1
- .... ~~;..- CONe PARKING LOT .- I 118~1 6" ,~,,"1....--1.
. GOGO... r- ~ 2-STORY MASONRY BUILDlNG'- 'r'- ... 0'" J 8" ~ ~:)ft.f(
l::!l::! l..?~ ~ WI PARKING BElOW '" T 1 · -:'JlP"- I
~~: ~::1.:: ~ IN : I -... _ 1Sr~ I 'If / ff / jJ- / jJ- / O'~7r ~- : I j I.. 'iJ :
~~ . /! A/...../A./.....~/....//....~ I ,-, I I \ :~411uS1ER1
.- ~~ ~I ~__ _ Jll111JlllZ~~~'i--: .a. .": ~,j~,~~=i
rt-.: .: _ CONe _'- _ CLEN<<Xrr_ 1 ilL 4~~
, -, . .Y, . -Aa . ~ .~. 'I . ...:Y.~, . --. "v_ , - . _ - L:9" - -r }I- ~4, L _ _ _ _ _
~ ...1- --. - , l- . \
. \ RIM EL = 42.40
I - .. . - - 1_- , . I 18~" . S"P\-t NW- 39.82
-rl-- . - . -. - , - . - , . - 7"""_ . - ,'" ~ L..Aa ~. 8"PVC W.. 38.05
I ~ t.A.E,S...- . -;,~ ~ '<<-;;' llut . ~.. ~~ ></ / _\10':. g~ ~NW=~~~5
1- ~ ,....- .- N SLOT.. 41.28 ! SAto~ r
.- .- ~ ~tg~ : ~U~ ~.- I-...l _' - MAGNOLIA DRIVE
. ~ E SLOT = 42.13 -, (-r~.CONC (60' R/W)
:: ;CURB \ ~ ... . _ . _ . _ . ___ . _1llI; or "1"'L . ___ . _30"RCP SE.. 38.12 " 12~.
'INLET -\.;~ ' , .. I ,
ALUM SH-./ ~- " " ' - . - . ---- . -- ~~~kE~ I~' 8'" .."a.uSlER
~. .....". ----. TO~OF~K ,____, _, 12"../ 14" ri ~.
/ " ( - . - . --- Mil) \. L__
/TOP EL = <<.89 ~~R~ 1;2",~ :> ~"18" '+18" 55 aaV03:22~ 260.59' CO} ~ \.5'C.LF,'- . r' . - -.. ~ ,.12"\;~ _~ ~ _ _ _ _ _ _
ITHROAT .. <<.09 (0.1 S. 0.3 W) ge04 46 I:. 260.76' (F) ,,;;
.- '-.- \ I
U N P L A T TED .- \.an, I
\ I I
I I
I I
-
,-
-
-
.-
.N
.-
,-
39,5'
-I~ -
.-
a.
_00
-
b
.0_
82,7'
-
-- / TO~V
.- ~ORMojj}
FIR l' .-
__N~
-- -~._~-
INLET
TOP EL .. 49,08
12"PVC E = 46,46 I N
.- I ~
.-
.-
39.6'
.-
I ~-fl~ 16.9'
.-
_ 8.
It)
. I ·
. ~_.'
-......
.- TO~ EL = 52,51 ~_ IN 036"
24 Ct.AP E = 48,94 ~
~ '-(~STORM t.AH
U8" ~ SiGN -
s ~3',55'! 356.00' CD r- RI~EL _ 53.98
S avos 09"[ 355.96' (r. 14":PVC N = 50,73
'- 24"Ct.AP E - 48.88 ...
,- 24"Ct.AP W ... 48,88
25.7' ~I
.-
..-
...
.8"
.-
.-
r- I"" .12"
!!!!Ij -JL
I\::"O~HEAO I'ARESIIII ~ FCIR 5/8 CONr
N3913 ....,
'"
-
irl_
It)
C'l
'"
-1
-1~~
~~ At
~~ ..d'~
T~
~8"
;.-
l(f-
p
.-
Go
,.:
C'l
a.
oj
~
.-
a.
oj
.-
-...,
-
15.5' 0
_!!'_~ I
19.8' r--
-
44.0'
~-
.-
-.-
-
80,5'
b
N
30
I
15
, I
SCALE IN FEET
SCALE: 1>>= 30'
o
-.
30
I
-
-
.- ...
-
.-
DRUID GROVES
(PLAT BOOk t~ PAGE..fe)
.-
.-
.-
.4UI
-$-
UNPLATTED
1
TREE LEGEND:
o BOTTlE BRUSH
. CAMPHOR
fj. PUNK
o LAUREL
GOAl<
o CEDAR
[!]EAR
. aM
[J MYRTLE
. PALt.f
. CITRUS
o MAPLE
A PINE
'V UNKNOWN
i
,- ..
DESCRIPTION:
A PORTION OF SEC110N 14, TOWNSHIP 29 SOUTH, RANGE 15 E'AST, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF THE SOUTHEAST 1 14 OF THE SOUTHWEST
1/4 OF SAID SECTION 14, RUN S.00'03'29"E., A DISTANCE OF 50.00 FEET,
THENCE RUN S.8V03'55"E., A DISTANCE OF 50.00 FEET TO THE POINT OF
BEGINNING; THENCE RUN S.OO'03'29"E.. A DISTANCE OF 285.20 FEET;
THENCE RUN S.89'03'55~., A DISTANCE OF 356.00 FEET; THENCE RUN
S.00'03'29"E., A DISTANCE OF 228"48 FEET; THENCE RUN S.89"03'22"E.,
A DISTANCE OF 260.59 FEET; THENCE RUN N.OO'05'28-W., A DISTANCE OF
513.73 FEET; THENCE RUN N.89"03'55-W., A DISTANCE OF 616.26 FEET TO
THE POINT OF BEGINNING, PUBUC RECORDS OF PlNELLAS COUNTY, FLORIDA.
TOGETHER WITH:
LOTS 1 THROUGH 12, BlOCK A. DRUID GROVES AS RECORDED IN PLAT BOOK
15, PAGE 46 OF THE PUBlIC RECORDS OF PlNELLAS COUNTY, FLORIDA AND
THAT PORTION OF A.ORlDA AVENUE LYING WEST OF LOT 1 AND LOT 12.
LEGEND:
PG
O.R.
SClR
FCIR
FPP
FIR
l
GTE
OHW
a
SAN
MH
C.V.
BFP
IDrJ
CONC
G.V.
INV
M.E.S.
~
eLF
WI
.q:
@
tJ
]:I
~
-
I
PAGE
OFFICIAl RECORDS BOOK
SET 1/2- CAPPED IRON ROD, LB 2168
FOUND CAPPED IRON ROO
FOUND PINCHED PIPE
FOUND IRON ROD
FIElD MEASUREMENT
PLAT MEASUREMENT
DEED MEASUREMENT
aECTRIC
GENERAl TElEPHONE at ELECTRIC
OVERHEAD WIRES
aEVATlON
SANITARY
MANHOlE
CHECK VIJ..VE ASSEMBLY
BACK FLOW PREVENTER
lYPlCAl
AlUMINUM
CONCRETE
GATE VIJ..VE
INVERT
MITERED END SECTION
RIGHT-OF-WAY
FIRE HYDRANT
CHAIN UNK FENCE
WITH
UGHT POlE
VIJ..VE
SIGN
POWER POLE
ANCHOR
38.9'
-
-
,-
CERTIFICATION:
THIS SURVEY MEETS THE MINIMUM TECHNiCAl STANDARDS AS SET FORTH BY
THE FLORIDA BOARD OF PROFESSIONAl SURVEYORS AND MAPPERS IN CHAPTER
61G17-6, FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027 OF
THE FLORIDA STATUES.
BLOCK D
FOR CUMBEY & FAIR. INC. LB 2168
2/10/03
DATE OF SURVEY
KATHLEEN c. LANZNER, LS 5120
FLORIDA REGISTERED SURVEYOR
8A
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE WEST UNE OF DRUID GROVES
AS RECORDED IN PLAT BOOK 15. PAGE 46 OF THE PUBlIC RECORDS OF PINElLAS
COUNTY, FLORIDA. SAID UNE BEARS N.OO'05'28-W.
2. LEGAl DESCRIPTION WAS PROVIDED BY THE CUENT.
3. THE PROPERTY SHOWN HEREON UES WITHIN R.OOD ZONE X AS DEPICTED ON
FLOOD INSURANCE RATE MAP 12~6 00160, MAP INDES DATED AUGUST 18, 1992.
4. THERE ARE 256 PARKING SPACES ( OF WHICH 7 ARE STRIPED AS HANDICAP ).
5. THE SURVEY SHOWN HEREON WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT
OF TlTLE. THEREFORE, THE UNDERSIGNED AND CUMBEY AND FAIR, INC. MAKE NO
GUARANTEES OR REPRESENTATIONS REGARDING INFORMAllON SHOWN HEREON PERTAINING TO
EASEMENTS, RIGHTS-OF-WAY, SETBACK UNES, AGREEMENTS, RESERVATIONS OR OTHER
SIMILAR MATTERS.
6. ELEVATIONS SHOWN HEREON ARE BASED ON NATIONAl GEODE11C VERTICAl. DATUM
(NGVD) OF 1929 AND ARE BASED ON PINEllAS COUNTY BENCHMARKS -eM 349- AND
"mE G-.
DRUID GROVES
REVISED PLAT
(PlAT BOOk 53, PAGE 44)
DATE:
BY:
REV:
PREPARED FOR
.-
-
Comm, No. 02019
Date, 09/22/03
Drawn, ADC
The Salvation Army
1625 N. Belcher Road
Clearwater, FL 33765
IlL
CONC
Revised,
..
..
PROJECT
CLEARWATER COMMUNITY HOSPITAL SITE
PlAN
BOUNDARY SURVEY
PREPARED BY
CUMBEY &
CONSULTING CIVIL
ENGINEERING PLANNING
2463 ENTERPRISE ROAD, CLEARWATER, flORIDA 33763
FAIR, INC.
ENGINEERS
LAND SURVEYS
(727) 797-8982
I JOB NO: 0449 I SHEET: 1 OF 1
SCALE: 1"= 30' DATE: 01/27/03
DRWN/CHK: MFC/KCL
FB/PG;
NORTH
EB
EXISTING SURVEY
SCALE: 1" - 30'
ASQ-1
I
I
I
L
I
I
-ED-
L
-ED-
-ED-
I
I
I
c
o
Ow
~>
zc(
W
...J
~
~
w
.
-w
>>
>c(
~
en
ZONED : lMDR
I-
en
w
a::
OW
>
:I:c(
I-
::)
o
en
ZONED : INSTITUTIONAL
i
-
REGRADED & RESURFACED
ASPHALT DRIVE (TYP.)
NEW RETAINING WALL -
EXISTING ENTRY WIDENED-
RELOCATED ENTRY
....'1 t~' ,'~ !.I A.' I..... I ,. "t,r;: r \;
.
'.
1.
20' X 20' SIGHT TRIANGLE---,
-20' X 20' SIGHT TRIANGLE E. D ~ M~ I D R 0 AD, = . ~ ~.....-- ~ -=,;"'''''-''''' ~'-"--'~-~'-"'~' '.' " ,"" .",""~'~-~~~'''~ '''~" LE..X~STING SIDEWALK J ~
:;:. '"' ____ __fu-, ----- - ' ,..,'-, """ ('J .j\" INlfl, I ,!J, '--, - ........ rei' ,I," , CORNER NOT
-- , ,- - - -... -_::._ -.. .. -- 1_ '..-- --.:::~ '--- - -- ' ,- -::. d ,"..- - --- .-.'----- - ---"- c ~ ,,'" ,If "1\',(" ,,,,,.. ", ,AN l<l1i '''' ''oJ'. '>+H, , ~ SET, fALLS IN
'" ,,' '. J~" .,~, "1;: ^" .4" V",:t,_u < ' ~. 1M ' LS,ii~~,~i ";'-t-'~F'~~' ';~-~-;~'t~':!!!I'-'~:!~~~'~~.~.2~116~~'-~~;'; ~~[ "~~-",,-,, "'I~."" PO 'viER POLE,
\- .-, - .- -- .. Ll) ~ ." ~J ~\ .; [iJBf P VA'jL ~'" _" ~ ~A!.'l-,~.. -1'\ ..~~~l- .-,.-- -~-- --, ...... . -..- --~--r-..~-.~-'" -.--'-.].....J-- _...-~-=-~~l.~ ~-- "~".._,.L'_,, __,- .....}...........-__._ _\ __ ,":,."'! ,
,?;I ,,,"' ....'. "', "," )' ~"_ PROPERTY LINE ~ ~\',..,t~~;.,~,l\,\JM ,III, _ fCI~1/2' f:;::::~ -T '1 j " 0 I ' ~;ft ' ," L <Ii 0' :"':':'~ · "" I "
.. ,. , . -' -=:~:.:..'. ' , '.;.:,:.:.,' .:.:.:.:' LO ~ '.:.:.:.:.t ':':':'. '- 20 X 20 SIGHT
," ;'1 L _\ ,- - _...... - r -'>1- _I 1_' 1- _I'_"_"_'I_~'-~"~ 1'_'1_"_'1_"_"_"_"_"_8" I, ,I - ';::::::::. I \ ii' ':::::;::::t; , '::::;:;:~b NW ~:::::::::f :;::::::::::..-'-
, I ~ I , - I , f' - '~A' 1 - I 1 , , , 1 , , , I , 1 1 ~ ~ . ..:::.....".::::: ~'i :::::,:.::fl I -.t:::::rET8ACLLlNE I (f)~ I ~:;:'::~ I ~ r::::::::::::::', , " TRIANGLE
,.,~ ~~ ,,'8'. ,- \ F .,..."""""",t:tl':~\, 9~ '<"""'" .. ADD ONE. """,}l ",~",,~iOl"}. r- ~H'ATCH IN1-DIC:ATE-+-S' VE..H....I.'CULA+-R - ~ EXIS-TNi' 'p.:t.ARKN3':' - .., ~ '-9'-'~~0:!:::';':' PAR'K~ING4- I~":/;:::::::::::::;:::::;"~\" 1,0-.~~~~2M-WI;.1 F~~~UFSDE~~O~VNR\Ly:~N~
---...J / ~> r. , \ ... . ':::::::f~:~:~:~:~:}~:;:~:::::::::::;::~:::}f:::: in ~ ~ .... I a 0 AUA ~ t-' ~L; t. 1 , /. I' ~ '"
'ir-..... ~ '\J. - - ...,.. - - - -#-' .....;;:'Ir:~: - - - ~/ - -- - .:.:.:..,...............:.:.:.:.:.:.:.:.:.:.:...........,'.' N W 0 PHASE II
~~.... j '::::::::::~.. // :::::;::::::::;:::?~::::;:::::;::::::::::::::::::::"", (f) SETBACK LINE .- _ I _ I _ I I _ ,_ ,_ ,_ ,_ _ I~,...." _ I _, I
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NOTE: PER THE ZONING DEPARTMENTS REQUEST REFER TO DRAWING
C1.1 FOR THE SITE DATA BROKEN OUT INTO "LMDR" AND "I" ZONING
AS3-DATA-2
(122401)
TOTAL ACREAGE:
6.96 ACRES = 303,200 SF
ZONING:
I - INSTITUTIONAL, LMDR - LOW MEDIUM DENSITY RESIDENTAL
USE:
COMPREHENSIVE INFILL, RESIDENTAL SHELTER, ASSISTED LIVING FACILITY, CONGREGATE CARE
A. SOCIAL/PUBLIC SERVICE AREAS (COMPREHENSIVE
1. CORRECTIONAL SERVICES
2. SOCIAL SERVICES ADMINISTRATION
3. FUTURE SOCIAL SERVICES
4. CHRISTMAS JOY CENTER
5. FACILITY MAINTENANCE (ACCESSARY BLDG.)
INFILL)
12,112 SF
5,492 SF
10,000 SF
8,789 SF
638 SF
SUBTOTAL: 37,031 SF
TOTAL SOCIAL/PUBLIC SERVICE BUILDING AREA ....................................... 37,031 SF
PARKING REQUIREMENTS: ( 3 SPACES PER 1,000 SF) ........................................................... 111 SPACES
11'-11"
LOWER LEVEL PARKING
(EXISTING MODIFIED)
B. RESIDENTIAL SHELTER
1. 18 TOTAL UNITS: (2) 3-BED, (8) 2-BED, (8) 1-BED
2. ACCESSARY MANAGERS APARTMENT: (1) 2-BEDROOM UNIT
3. RESIDENTIAL STORAGE: 2,896 SF
RESIlENTIAL StEL TER
19-UNITS (EXISTING MODIFIED)
UPPER LEVEL OF 2-STORY
19,963 GFA
TOTAL RESIDENTAL SHELTER BUILDING AREA ............................................ 19,963 SF
NEW RESDENTlAL
SHEL TER STORAGE
LOWER LEVEL OF 2-STORY
2,896 GFA
PARKING REQUIREMENTS:
RESIDENTIAL UNITS (1 SPACE PER 2 RES. )(ESTM. 60 RES.) ............................................
ACCESSARY MANG. APT. (1 SPACE PER 2 RES.)(ESTM. 2 RES.) .................. ............... .......
RESIDENTIAL STORAGE (NOT REQUIRED)
30 SPACES
1 SPACE
C. ASSISTED LIVING FACILITY
1. 6 TOTAL UNITS: (6) 1-BEDROOM
TOTAL ASSISTED LIVING FACILITY BUILDING AREA .................................. 2,745 SF
PARKING REQUIREMENTS: (1 SPACE PER 1,000 SF) ...............................................................
3 SPACES
GENERAL NOTES
AS3-GEN
(122401)
D. SENIOR HOUSING (CONGREGATE CARE)
NO SITE LIGHTING WILL SPILL ONTO ADJACENT SITES.
TOTAL SENIOR HOUSING BUILDING AREA .............................................. 45,000 SF
2.
IN PHASE II, (2) PARKING SPACES WEST OF THE FUTURE
SOCIAL SERVICES AND (2) PARKING SPACES NORTH OF
THE FUTURE SENIOR HOUSING WILL BE RE-STRIPED TO
CREATE (2) ADDITIONAL ADA PARKING SPACES FOR A
TOTAL OF (10) ADA PARKING SPACES.
PARKING REQUIREMENTS: (1 SPACES PER 1,000 SF) .............................................................. 45 SPACES
TOTAL GROSS BUILDING AREA .................................................................... 104,739 SF
3.
IN PHASE II, EITHER (3) ADDITIONAL DU~~PSTERS OR A
COMPACTOR WILL BE ADDED.
TOTAL PARKING SPACES REQUIRED ................................................................................................... 190 SPACES
TOTAL PARKING SPACES PROVIDED ................................................................................................... 274 SPACES
TOTAL ADA PARKING SPACES REQUIRED (ADA REQ: 7 PER 201-300) ............................................. 7 SPACES
TOTAL ADA PARKING SPACES PROVIDED ........................................................................................... 10 SPACES
TOTAL GROUND FLOOR BUILDING AREA ............................................................................................. 51,331 SF
TOTAL PAVED AREA ........................................................................................................................... 97,470 SF
TOTAL IMPERM EABLE SURFACE ............... ........................................................................................... 1 61 ,770 SF
NORTH
EB
ARCHITECTURAL SITE PLAN
1 '=30' -0"
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o 10'
I
100'
I
30'
I.S. R. (IMPERMEABLE SURFACE/LAND AREA) ..................................................................................... .53
OPEN SPACE (PERCENT OF GROSS SITE) ...................................................................................... 47%
FAR. FOR ALL NON-RESIDENTIAL UNITS ( 37,031 / 303,200 ) ..................................................... .12
LIVING UNITS PER ACRE ( ESTM. 78 UNITS / 6.96 ACRES ) .......................................................... 11.2
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MASON BLAU
AND
ASSOCIA TES, INC.
ARCHITECTS, PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
3 3 764
727/530-0570
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Comm. No. 02019
Date, 09/22/03
Drawn, AD C
Revised,
~
AS3-1
-$-
LEGAL DESCRIPTION
SECTION 14 , TOWNSHIP 29 S, RANGE 15
PINELLAS COUNTY, FLORIDA
A PORTION OF SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHWEST
1/4 OF SAID SECTION 14, RUN S.00.03'29"E., A DISTANCE OF 50,00 FEET,
THENCE RUN S.89.03'55"E., A DISTANCE OF 50.00 FEET TO THE POINT OF
BEGINNING; THENCE RUN S.00.03'29"E., A DISTANCE OF 285.20 FEET;
THENCE RUN S.89.03'55"E., A DISTANCE OF 356.00 FEET; THENCE RUN
S.00.03'29"E., A DISTANCE OF 228.48 FEET; THENCE RUN S.89.03'22"E,
A DISTANCE OF 260.59 FEET; THENCE RUN N.00.05'28"W., A DISTANCE OF
513.73 FEET; THENCE RUN N.89'03'55"W., A DISTANCE OF 616.26 FEET TO
THE POINT OF BEGINNING, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
TOGETHER WITH:
LOTS 1 THROUGH 12, BLOCK A, DRUID GROVES AS RECORDED IN PLAT BOOK
15, PAGE 46 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND
THAT PORTION OF FLORIDA AVENUE LYING WEST OF LOT 1 AND LOT 12.
.
.
.
SITE DATA
(I ZONING)
PROPOSED (P) REQUIRED
EXISTING (E)
$-
ZONING:
LAND USE:
INSTITUTIONAL
INSTITUTIONAL INSTITUTIONAL
USAGE:
HOSPITAL
RESIDENTIAL SHELTER
ASSISTED LIVING FACILITY
CONGREGATE CARE
NON-RESIDENTIAL
OFF -STREET PARKING
LOT AREA:
235,833 S.F.
5.41 ACRES
N/A
COt.4PREHENSIVE INF'lU
235,833 S.F.
5.41 ACRES
BUILDING COVERAGE:
(S.F. &: % OF GROSS SITE)
GROSS FLOOR AREA (S.F.):
F.A.R.:
70,687 S.F.
30%
90,362 S.F.
0.383
40.8' FROt.4 DRUID ROAD
225.6' FROM HIGHLAND AVE.
BLDG.
51,331 S.F.
21.77%
104,739 S.F.
0.44
13' FROt.4 SOUTH HIGHLAND
71' FROM DRUID ROAD
91.5' FROt.4 HIGHLAND AVE.
N/A
0.65
25'
FRONT:
SIDE:
6' FROM JASt.4INE WAY
2' (WEST) TO PAVEt.4ENT
8' (EAST) TO PAVEt.iENT & SHE
N/A
30' FROt.4 AVERAGE
SITE ELEVATION
30'
25.4'
10'
SETBACKS:
REAR:
N/A
25'
BLDG. HEIGHT:
1-3 STORY
FLOOD ZONE INFORMATION
PAVED VEHICULAR USE AREA:
(V.U.A.)
IMPERVIOUS SURFACE RATIO:
(I.S.R.)
OPEN SPACE:
(S.F. &: % OF GROSS SITE)
PARKING LOT INTERIOR LANDSCAPING:
(S.F. &: % OF V.U.A.)
91,806 S.F.
56,711 S.F.
N/A
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE t.4AP 125096 0016 0
t.4AP REVISED: AUGUST 18, 1992
121,011 S.F.
0.51
169,642 S.F.
0.61
66,191 S.F.
28.1%
0.85
114,822 S.F.
48.69%
15%
~i-""V
~
10%
PARKING:
204
150
(274- WHEN COt.4BINED
WITH LMDR)
190
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
KATHLEEN C. LANZNER, LS # 5120
DATED: 2/10/03
PARKING CALCULATIONS:
37,031 S.F. SOCIAL PUBLIC SERVICE BUILDING AREA 0 3 SPACES / 1,000 S.F. OF GFA = 111 SPACES
19,963 S.F. OF RESIDENTIAL SHELTER AREA 0 1 SPACE / 2 RESIDENTS = 62 RESIDENTS = 31 SPACES
2, 745 S.F. OF ASS:ISTED LIVING FACILITY AREA 0 1 SPACE / 1,000 S.F. OF GFA = 3 SPACES
45,000 S.F. OF SENIOR HOUSING BUILDING AREA 0 1 SPACE / 1,000 S.F. OF GFA = 45 SPACES
CR 576
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SITE DATA
EXISTING (E)
ZONING:
LAND USE:
USAGE:
LOT AREA:
BUILDING COVERAGE:
(s.r. &: % OF GROSS SITE)
GROSS FLOOR AREA (S.F.):
F.A.R.:
FRONT:
BLDG.
SETBACKS: SIDE:
REAR:
BLDG. HEIGHT:
PAVED VEHICULAR USE AREA:
(V.U.A.)
IMPERVIOUS SURFACE RATIO:
(I.S.R.)
OPEN SPACE:
(S.F. & % OF GROSS SITE)
PARKING LOT INTERIOR LANDSCAPING:
(S.F. & % OF V.U.A.)
PARKING:
PARKING CALCULATIONS:
N/A
LMDR
INSTITUTIONAL
HOSPITAL
67,367 S.F.
1.55 ACRES
o S.F.
o S.F.
N/A
N/A
N/A
N/A
16,680 S.F.
16,680 S.F.
0.236
54,007 S.F.
76.4%
1,850 S.F.
11.1"
52
Sl REEl"
LVD
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LEGEND
EXIST. ELEVATION
EXIST. CONTOUR -..--.----... ,., ---.-
NEW ELEVATION .10.00
NEW CONTOUR - - - - -10- - --
EXIST. STORM SEWER - - - - - - -
NEW STORM SEWER _ _ _ _ _ _ _
NEW UNDERDRAIN
1.......................1
EXIST. SAN. SEWER
- -----'---'.-.-
NEW SAN. SEWER
.'_'_'_1_'_'_'.
EXIST. WATER SERVICE - - - - - - - - - - -- - - - --
NEW WATER SERVICE -..............._
NEW INLET
.
e
.
NEW SAN. MANHOLE
NEW CLEAN-OUT(C.O.)
C.O.
.'_'_'-fip.l'_'_,.
NEW BUILDING AREA
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
4
M
B.F.r.D.
F.H.A.
F.D.C.
T.B.O.
T.&V.
METER
BACKFLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
(LMDR ZONING)
PROPOSED (P) REQUIRED
LMDR
INSTITUTIONAL
NON-RESIDENTIAL
OFF-STREET PARKING
67,367 S.F.
t .55 ACRES
o S.F.
o S.F.
2.5' FROM S. CREST AVE.
10' FROt.4 DRUID ROAD
91.5' FROM HIGHLAND AVE.
6' FROM JASMINE WAY
N/A
N/A
N/A
40,759 S.F.
40,759 S.F.
0.577
29,928 S.F.
42.34%
6,925 S.L
17.0%
124.
LMDR
LOW t.4EDIUM DENSITY
RESIDENTIAL
NON-RESIDENTIAL
OFF - STREET PARKING
N/A
COt.4PREHENSIVE INFlLL
INDEX OF SHEETS
0.40
C1.1 CIVil SITE DATA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTiliTIES SITE PLAN
C6.1 CIVil SITE DETAilS
C6.2 CIVIL SITE DETAILS
C6.3 CIVIL SITE DETAILS
N/A
25'
10'
10'
30'
0.65
35%
10%
N/A
CIVIL SITE DATA
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LENNIE M. NAEYAERT.
P.E. # 52943
MBA
MASON BLAU
AND
ASSOCIA TES, INC
ARCHITECTS. PLANNERS
A A 0 0 027 7 9
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
3 3 764
727/530-0570
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I
S.W.F.W.II.D. I EROSION CONTROL NOTES
CLEARING AND GRUBBING NOTES ICON'TI
. A TER/SEWER CLEARANCE REQUIREMENTS ICOWTI
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BElWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS):
C. THE SEWER SHALL BE DESIGNED Af..ID CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF -SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY ftGRADING BY
HAND. IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN
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.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A V:ISUAL 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
9. 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.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTlON/DITENTlON AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. 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
-
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN. AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE.
4 AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5 ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS OR FORCE MAINS 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 10FT. 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.
If IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BElWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10 FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALt.. BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, 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.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
400-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECT~NS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER ""0 CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER
3. SWAlE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
~
WATER SYSTEM NOT!S
1. PER ARTICLE 41.03(B)( 1) CITY OF CLEARWATER CONTRA<:;1 SPECIFICATIONS
;..ND STANDARDS, THE DEPTH OF COVER OVER THE WATE:"RMAIN SHALL
BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELOW FINISHED GRADE.
L. A'_L WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI 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, 1 21.8 OR A
:"1.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-ll0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-ll1. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04.
5. 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 D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER AS.TM D2241-89.
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 EXCAVATING 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. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED fOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETE"JTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STRE:.TS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO TEr: INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT MO SMOOTH FINISH.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUilD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTiONiNG CAPI\BILlTIES OF THE SYSTEM. I.E.
GASOLINE, OIl. GREASE, CHEMICALS, ETC.
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTCR MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
GRADING AND DRAINAGE NOTES
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 IpVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GATE VALVES 2- OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REOUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE CITY OF CLEARWATER STANDARDS
AND SPECIFICATIONS.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. PER ARTICLE 20, CITY OF ClEARWATER CONTRACT SPECRFICATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERIOR POLYLlNED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DI'STRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS.
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS. PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REOUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDmON, PERMANENT RETENTION AREAS MUST
BE TOTALLY ClEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: AlL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CAlENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHAlL BE CHECKED
REGUlARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (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 CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEiER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL.
W\TER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. Al.L COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS. HYDRANTS,
C.ONNECTION, 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.
PAYING, GRADING a DRAINAGE TESTING AND INSPECTION REQUIREMENTS
2: NEW WAitR \WNS . -... --.
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH 'COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINIEER. UNDER NO CIRCUMSTANCES
SHALl A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL
2. 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.
SANlT ARY SEWER NOTES
PAYING NOT!S
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALl PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PhRKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAl. WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOF OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS'-
6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT,
TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98?'; OF MAXIMUM
DENSITY PER AASHTO T -180.
1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
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. AI..l 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
E~ EVATlON OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. ;- IC 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 2000, 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 TAlPE SHOULD READ
"FORCEMAINft.
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). DUCTULE IRON PIPE SHALL
RECENE 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 POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-l
ON 8" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98?'; OF MAXIMUM DENSITY PER AASHTO T -180.
CLEARING AND GRUBBING NOTES
-
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTIO~
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 THE 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.
3. 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.
4. 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.
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THIE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JUIRISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AN[) SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVlTY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BElWEEN 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 EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
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Signed & Sealed by: ','
LENNIE M. NAEYAERT.
P.E. # 52943
MBA
CONTRACTOR'S RESPONSIBILITY NOTE
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S). CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHAlL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BrE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
MASON BLAU
AND
ASSOCIA TES. INC
ARCHITECTS. PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST BAY DRIVE
SUITE 228
Clearwater, FL
3 3 764
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. 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 WILL VERIFY
THE LOCATIONS, ELEVATIONS. AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHERrEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. 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.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY CO~PANIES. IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADV/NCE OF CONSTRUCTION, B' CALLING .SUNSHINE-
AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE .SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REOUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
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Comm. No. 02019
Date. 09/22/03
Drawn, ADC
Revised,
-
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN
PROVIDED, AND No{'( ADOITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY. THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPOtfSlBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT UMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
8. 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.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR 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.
10. 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, ~AY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. 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.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT lEAST 3,000
P.5.1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRNATE AND PUBLIC PROPERTY AFFECTED BY THE 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.
14. 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,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. 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.
16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVlED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. 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.
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
_ INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
_ THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
_ A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
_ A TRENCH SAFETY SYSTEM SHAlL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. AN'( FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVlEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM
SHALl BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALl BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE .DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DlES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES. FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHAlL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECENE WRITTEN APPROVAL FROM THE ENGINEER.
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DRUID GROVES
(PLAT BOOI< 15, PAGE 46)
DEMOUTfON NOTES
LEGI!M)
DEMOunON OF THE SITE INCLUDES
THE REMOVAl/RELOCATION OF
AU EXISTING STRUCTURES WITHIN
PROJECT AREA. PAVING AND
BASE. UTIUTY LINES (SANITARY
SEWER. STORM PIPES, WATER
LINES. POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES. GAS LINES,
lREES. SHRUBS. ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
TREE LEGENC':
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CEDAR
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REMOVE FENCE AND GATE AND ASSOCIATED POSTS.
REMOVE FUEL TANK W/ BOLLARDS
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REMOVE SIGN AND FLAG POLE.
REMOVE EXISTING INLET.
11
ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUrrABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95" OF MAX DENSITY.
~< 30
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OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P.. AND
PINELLAS COUNTY.
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MBA
MASON BLAU
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ASSOCIA TES, INC
ARCHITECTS. PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST BAY DRIVE
SUITE 228
Clearwater. FL
3 3 764
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727/530-0570
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Drown, I.B.
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ADD
IN PHASE II EITHER THREE DUMPSTERS
OR A COMPACTOR WILL @ ADDED.
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SCALE: 1-=30'
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STAKING SITE PLAN
Signed & Sealed by:
. LENNIE M NAEY AER'P, .
P.E. # 52943 . ,,"
MBA
MASON BLAU
AND
ASSOCIA TES, INC.
ARCHITECTS, PLANNERS
AA0002779
NEWPORT SQUARE
4625 EAST SAY DRIVE
SUITE 228
Clearwater, FL
33764
727/530-0570
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