FLD2003-12067 (2)
FLD2003-12067
720 LAKEVIEW RD
SHEPPARD, PAT
PLANNER OF RECORD: BSB
ATLAS # 305B
ZONING: 0
LAND USE: R/OG
RECEIVED: 12/24/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDD:
CL WCoverSheet
.NOdhsllle
&~~ Se;t~ 1?a,
(j\'! ~ .
LA N D P LPd~, i'~ i j\, C .
E I'J\/! R.O ~,J iv" ~ :\,;1 ,~\: .
:R"':',NS;::O;rT"Ai:Oi\! .
STORMWATER REPORT
FOR:
f(~' \7':='C ~ F ~VF" D
~~J~~ ~f!:-~~.j \ '~.c" ~
,,';:.,b:-.--::L.,,~ ~
FEB 0 fl 2004
Pfj''t~~N~[\,j(~ D~~{' "'" 'T~J!:;::~"!T
--. -'I. II '" ~ tJ\.Hl'.-~~
cr.ry-y c:::: "'/ ,r' .' .-;\. r -"'~-R
Ii u ~ J (.., t-t:.$'''\t.~'''- \. \~.. ~.. ~ :=.
LAKE VIEW MEDICAL CENTER
PROJECT
Arthur R. Patak, P.E. #44894
February 2004
Project No. 0346
601 CL~VELAND STREET. SUITE 930
CLEARWATER, FLORIDA 33755
N ESADIV\I N@MINDSPRING,COM
N ESTECH@MI N DS PRI NG,(OM
727 . 443 . 2869 FAX 727 . 446 . 8036
112,807 SF
o SF OF IMP. AREA @ CN =
o SF OF POND AREA @ CN =
112,807 SF OF PERV, AREA @ eN =
(LAWN IN FAIR CONDITION, HYDROLOGIC GROUP A)
49,00
PROJECT NAME:
PROJECT NO. :
EXISTING CONDITIONS
TOTAL DRAINAGE AREA=
IMP. AREA=
POND AREA=
PERV,AREA=
CN CALCULATIONS
TOTAL DRAINAGE AREA=
IMP. AREA=
POND AREA=
PERV.AREA=
CN =
C CALCULATIONS
TOTAL DRAINAGE AREA=
IMP. AREA=
POND AREA=
PERV.AREA=
C=
0.20
T,O,C, =
PROPOSED CONDITIONS
TOTAL DRAINAGE AREA=
IMP. AREA=
POND AREA=
PERV.AREA=
Lakeview Medical Center
346
112,807 SF =
o SF =
o SF =
112,807 SF =
2.59 ACRES
0.00 ACRES
0.00 ACRES
2,59 ACRES
98
100
49
112,807 SF
o SF OF IMP. AREA @ C =
.0 SF OF POND AREA @ C =
112,807 SF OF PERV, AREA @ C =
0.45
1
0.2
60 MINUTES
112,807 SF =
67,084 SF =
12,377 SF =
33,346 SF =
2.59 ACRES
1 54 ACRES
0,28 ACRES
0,77 ACRES
CN CALCULATIONS
TOTAL DRAINAGE AREA= 112,807 SF
IMP. AREA= 67,084 SF OF IMP, AREA@ CN = 98
POND AREA= 12,377 SF OF POND AREA @ CN = 100
PERV, AREA= 33,346 SF OF PERV, AREA @ CN = 49
(LAWN IN FAIR CONDITION, HYDROLOGIC GROUP A)
CN = 83.73
C CALCULATIONS
TOTAL DRAINAGE AREA=
IMP. AREA=
POND AREA=
PERV.AREA=
C=
0.44
T.O.C, =
112,807 SF
67,084 SF OF IMP. AREA@ C =
12,377 SF OF POND AREA@ C =
33,346 SF OF PERV, AREA @ C =
0.45
1
0,2
60 MINUTES
"
PROJECT NAME:
Lakeview Medical Center
PROJECT NO. :
346
POND'S STAGE STORAGE DATA:
BOTTOM EL.=
STAGE AREA AREA STORAGE
ft-NGVD SF AC CF
47.75 13,977 0.321 23,348
47.25 12,377 0.284 16,760
47.00 11 ,577 0.266 13,766
46.75 10,777 0.247 10,971
46,58 10,233 0.235 9,185
46.17 8,921 0.205 5,259
45.50 6,777 0.156 0
!
T.O.B. EL.=
D.H.W. EL.=
W.Q. EL.=
TOTAL WATER QUALITY CALCULATIONS:
DRAINAGE AREA =
112,807 SF
REQUIRED WATER QUALITY DEPTH =
0.50 IN
REQUIRED WATER QUALITY VOLUME =
4,700 CF
PROPOSED OUTFALL ELEVATION =
46.58 FT
AVAILABLE WATER QUALITY =
9,185 CF
NORTHSIDE ENGINEERING SERVICES
25 YEAR STORM EVENT
PROJECT: Lakeview Medical Center
PROJECT NO. 346
RUN-OFF COEFFICIENTS
PRE-CONSTRUCTION
TOTAL DRAINAGE AREA=
IMP. AREA=
POND AREA=
PERV.AREA=
C=
0,20
POST -CONSTRUCTION
TOTAL DRAINAGE AREA=
IMP, AREA=
POND AREA=
PERV,AREA=
C=
0.70
STORAGE CALCULATION
PRE-CONSTRUCTION
DRAINAGE AREA =
TIME OF CONC, Tc =
I @ T c =60 (25 YEAR EVENT)=
Q(out) = C x I x A =
POST -CONSTRUCTION
112,807 SF 2,59 AC
o SF OF IMP AREA @ C =
o SF OF POND AREA @ C =
112,807 SF OF PERV. AREA@ C =
0.45
1
0,2
112,807 SF 2.59 AC
67,084 SF OF IMP, AREA @ C =
12,377 SF OF POND AREA@ C =
33,346 SF OF PERV, AREA @ C =
0,9
1
0.2
2.59 AC
60 MIN
3,50 IN/HR
1,81 CFS
TIME I Q(m) INFLOW OUTFLOW STORAGE
(MIN) (IN/HR) (CFS) (CF) (CF) (CF)
60.00 3.50 6.38 22,973 6,526 16,447
MAX, STORAGE =
WEIR DESIGN
TOP, OF WEIR ELEV.=
BOT. OF WEIR ELEV.=
H=
Q=
L=Q/3.31*H^1,5 =
TOTAL VOLUME REQUIRED = MAX, STORAGE REQUIRED =
16,447 CF
47,25 FT
46.58 FT
0,67 FT or 8"
1,81 CFS
1,00 FT
16,447 CF
"
NORTHSIDE ENGINEERING SERVICES
POND DRAWDOWN ANALYSIS
PROJECT:
Lakeview Medical Center
PROJECT NO,:
346
VOLUME PROVIDED = 9,185 C.F,
BOTTOM OF SLOT ELEV. = 4658 POND AREA (SF) =
BOTTOM OF POND ELEV. = 45,50 POND AREA (SF) =
UNDERDRAIN INVERT ELEV, = 4450
COEFFICIENT OF PERMEABILITY (K) = 0,09 FT/MIN
LENGTH OF UNDERDRAIN = 106 FT
SIZE OF UNDERDRAIN = 6 INCH
10,233 S.F
6,777 SF
ELEV. AVG,HEAD INCR HEAD L (AVG) HYD. GRAD. IL TER ARE) FLOW POND AREA INCR VOL. INCR TIME
FT FT FT FT FT/FT S.F. CFM S,F. C.F, MIN.
46.58 10,233
170 0.27 2,75 062 166 9.23 2,645 287
46.31 9,369
1.43 0.27 275 0.52 166 776 2.412 311
46,04 8,505
1,16 0.27 2.75 042 166 629 2,179 346
45,77 7,641
0,88 0.27 2,75 032 166 4.82 1,945 404
4550 6,777
TOTAL DRAWDOWN VOLUME =
9,181
C.F,
TOTAL DRAWDOWN TIME =
22,5
HOURS
R-""~Crr::PlVED
~, 1~J7 . L " ' - ,
"\ t' 1'--- id ;~ ~
I."; ~~ ~~ t.
Tree Inventory FEB 05 2004
_ Lakeview & Myrtle Site PL(~'~N!~G D:EPP.RTMENT
C~" V O? (;n~~f~rr'r::R
As required by the City of Clearwater Community Development Code, I have cOmpleted"an' IJ. c l.::
assessment of all trees (8" dbh or greater) on the subject site and within 25' beyond the property
lines.
My opinion is set forth below as to the viability (rating of 1-5) and potential hazards of these
trees,
Rating Scale 1 through 5 (1 = poor,S = excellent)
#
S' &S
Ra'
d th
Tree lZe . :ioecles tmg an 0 er pertment comments
1 Sabal Palm Rating = 5, Fully booted,
2 Live Oak Rating = 3, Leaning
3 Laurel Oak Rating = 3, Crowded appears healthy
4 Laurel Oak Rating = 3, multi-stem (3), epicormic growth
5 Live Oak Rating = 3, tip diebac~ twin 8" and 20" w/4" coming out of
, base, dieback is likely due to existing canopy to south
6 Live Oak Rating = 4, Minimal growth on western side due to other
canopIes
7 Laurel Oak Rating = 2, Co-dominance, le~ tip dieback
8 Laurel Oak Rating = 2, Tip diebac~ evidence of decay
9 Cherry Laurel Rating = 2, Growing into existing Laurel Oak (#10 below),
potential hazard
10 Laurel Oak Rating ~ 2, Evidence of decay, internal dieback, growing into
existing Cherry Laurel (#9 above)
11 Live Oak Rating = 3, Leaning, one-sided growth
12 Live Oak Rating = 3, Leaning 45 degrees to east, co-dominance
13 Laurel Oak Rating = 2, Dieback to trunk, trunk decay, hollow cavity in
trunk ,
I
14 Live Oak Rating = 3, Dead interior branches, crowded, 40 degree lean
to northwest
15 Laurel Oak Rating = 3, over crowded by other trees
16 Bay Tree Rating = 2, Interior branch diebac~ leaning, evidence of
decay
17 Bay Tree Rating = 2, Co-dominance, decay, potential future hazard due
to amount of decay in crotch
.
18 Live Oak Rating = 5, Minor small interior branch dieback
19 Bay Tree Rating =. 2, Evidence of fungus and decay
20 Laurel Oak Rating = 3
21 Sabal Palm Rating = 4
22 Sabal Palm Rating = 3
23 SabalPaIm Rating = 3
24 Bay Tree Rating = 2, one main branch leaning at 90 degree angle
25 Live Oak Rating = 2, Strong co-dominance, interior branch dieback,
severe lean
26 Live Oak Rating = 3, Interior dieback
27 Camphor Rating = 2, Extensive diebac~ watersprouts
28 Live Oak Rating = 4
29 Saba! Palm Rating = 5, fully booted
30 Laurel Oak Rating = 3, leaning, one-sided, no canopion west side of tree
31 Bay Tree Rating = 3, Interior branch dieback
32 Laurel Oak Rating = 3, almost no canopy on north side of tree
33 Bay Tree Rating = 2, Interior dieback, no c.anopy on east side of tree
34 Bay Tree Rating = 2, 45 degree lean to sout~ canopy is all to south
35 Laurel Oak Rating = 3
36 Laurel Oak Rating = 2, Extreme dog-leg in trunk headed east
37 Laurel Oak Rating = 3, Leaning, all canopy on south side of tree
2
-'-.
38 Live Oak Rating = 2, Poorly formed due to tight clustering of other live
oaks (see #39, and # 40), one-sided growth
39 Live Oak Rating = 2, Poorly formed due to tight clustering of other
Live Oaks (see #38 and #40), one-sided growth
40 Live Oak Rating = 2, Poorly formed due to tight clustering of other
Live Oaks (see #38 and #39), one-sided growth, leaning
toward southeast
41 Laurel' Oak Rating = 2, Extensive dieback, Y:z of tree appears to be dead
42 Sabal Palm Rating = 3
43 Sabal Palm Rating = 3
44 Live Oak Rating = 2, co-dominance, root collar damage, interior branch
dieback, potential hazard
45-50 Sabal Palms Rating = 4, cluster
51 Sabal Palm Rating = 4
52 Live Oak Rating = 3, Interior branch dieback
53 Bay Tree Rating = 2, Trunk decay, leans to southeast
54 Live Oak Rating = 3, Leaning, canopy is all north and west
55 Live Oak Rating = 3, Minor interior dieback
56 Laurel Oak Rating = 2, extensive dieback
57 Sabal Palm Rating = 3
58 Live Oak Rating = 3
59 Laurel Oak Rating = 2, Excessive dieback and decline, decay
60 Live Oak Rating = 2,45 degree lean to the east, interior dieback
61 Bay Tree Rating = 3, Co-dominance, decay, interior branch dieback
62 Sabal Palm Rating = 3
63 Bay Tree Rating = 1, Branch dieback, root collar damage, decay,
fungus, termite infestation
64 Bay Tree Rating = 2, Extensive decay, potential hazard due to decay
65 Bay Tree Rating = 2, Extensive dieback of stems
3
66 Sabal Palm Rating = 3
67 Laurel Oak Rating == 4, Triple from same trunk
68 Laurel Oak Rating = 2, One sided canopy, dieback, leaning, no branches
on north side
69 Bay Tree Rating == 3, Leaning, one-sided
70 Laurel Oak Rating = 3, canopy all one-sided to northwest
71 Laurel' Oak Rating == 3, some interior dieback
72 Live Oak c Rating == 4, one-sided and overcrowde~ not much of a canopy
on northeast side of tree
73 Sabal Palm Rating == 2
74 Laurel Oak Rating = 2, dieback and decline
75 Bay Tree Rating = 3, co-dominance, leaning to west
76 Sabal Palm Rating = 3
77 Laurel Oak Rating = 3, interior dieback
78 Live Oak Rating = 4, slight interior dieback
79 Sabal Palm Rating = 4
80 Laurel Oak Rating = 2, located within electrical wires, one-sided, leaning
on wrres
81 Sabal Palm Rating = 3
82 Laurel Oak Rating = 3
83 Laurel Oak Rating = 2, one-side~ poor branching
84 Laurel Oak Rating = 4, straight trunk, good synnnetry
85 Sabal Palm Rating = 4
86 Bay Tree Rating = 3, diebac~ inclusion
87 Laurel Oak Rating = 2, one-sided, leaning, branch dieback, canopy all to
the south
88 Bay Tree Rating = 2, 30 degree lean,
89 Laurel Oak Rating = 3
4
90 Bay Tree Rating = 3
91 Bay Tree Rating = 2, severe southwesterly lean
92 Bay Tree Rating = 2, dieback, extensive trunk damage due to decay
93 Laurel Oak Rating = 2, lopsided, poor branching, internal branch dieback
94 Laurel Oak Rating = 3, twin trunk
95 Laurel Oak Rating = 3, crowded by other trees
96 Laurel Oak Rating = 3, decline, dieback
97 Saba! Palm Rating = 5
98 Saba! Palm Rating = 4
99 Saba! Palm Rating = 4
100 Saba! Palm Rating = 3, leaning
101 Live Oak Rating = 3
102 Laurel Oak Rating = 3, twin, minor dieback
103 Laur~l Oak ~ Rating = 2, one-sided to northeast
104 Laurel Oak Rating = 3, slightly one-sided growth to southwest
105 Washingtonian Palm Rating = 3
106 Saba! Palm Rating = 2
107 Washingtonian Palm Rating = 3
108 Saba! Palm Rating = 3
109 Jacaranda Rating = 1, decay, decline, extensive dieback, potential hazard
110 Laurel Oak Rating = 3
111 Saba! Palm Rating = 3
112 Laurel Oak Rating = 2, leaning, poor branching, canopy is all to west and
northwest
113 Laurel Oak - Rating = 1, extensive trunk cavity, hollow trunk
114 Live Oak Rating = 3, interior branch dieback
115 Laurel Oak Rating = 3, no canopy on southern side
5
116 Laurel Oak. Rating = 3
117 Bay Tree Rating = 3 -
118 Saba! Palm Rating = 2
119 Live Oak. - Rating = 3
120 Laurel Oak. Rating = 2
121 Bay Tree Rating = 2, Severe lean to southeast
122 Live Oak. Rating = 2, Severe lean to southwest
123 Live Oak. Rating = 3, co-dominant ~
124 Live Oak Rating = 3, leaning
125 Live Oak. Rating = 2, co-dominant, leaning, crowded, canopy only on
southwest of tree
126 Bay Tree Rating = 2, decay and decline
127 Bay Tree Rating = 2, many dead lower branches
128 Laurel Oak. Rating = 2, leaning, diebac~ one-sided
129 Bay Tree Rating = 2, severe lean, root collar decay, canopy all on west
side of tree
130 Live Oak. Rating = 3
131 Live Oak. Rating = 3
132 Live Oak. Rating = 4, low wide branches -
133 Laurel Oak Rating = 1, hollow trunk, excessive decay, extensive decline
134 Live Oak Rating = 2, leaning northwest, crowded
135 Laurel Oak. Rating = 2, leaning northeast, crowded
136 Live Oak. Rating = 3
137 Live Oak. Rating = 2, extreme lean
138 Bay Tree Rating = 2, leaning.southwest, crooked
139 Laurel Oak. Rating = 2, co-dominant twin, poor branching, one-sided
140 Saba! Palm Rating = 4
6
141 Sabal Palm Rating = 4
142 Laurel Oak Rating = 4, minor branch dieback
143 Live Oak Rating = 4, some dead interior branches
144 Saba! Palm Rating = 3
145 Laurel Oak Rating = 3, leaning and crowded
. Rating = 3, slightly one-sided towards south
146 Laurel Oak
147 Bay Tree Rating = 3, co-dominan~ diehack
148 Live Oak Rating = 5 '
149 Sabal Palm Rating = 4
,
150 Sabal Palm Rating = 4
151 Sabal Palm Rating = 4
I affirm that my opinions have been made in good faith, with no coercion from others. I further
affirm that I have no interest with the parties or people involved with neither this issue nor any
interest with regard to the outcome.
Sincerely,
~/lJJC-
Chuck Butler, Certified Arborist
Certificate #FL-1235A
Butler's Nursery, Inc.
7011 75th Street North
Pinellas Park, Florida 33781
(727) 544-0445 - phone
(727) 541-5027 - fax
7
.___...JT\~
\ ~
\ ~
'"
\ ~
\ Ji
I:'
\ g
\, ~
1
I
"-<'
-1
"
"\
~
~
~
I~
OWRAU. HEIllIHT TO Tl:P oP RtJi(JI
-----,!
U
t"'
~
o
:z
~
~
c:
Ji
I:'
s
~
[]
1547 Douglax A_1M Ounedln f'lorldu 3.....
727/738-1911 phon_ 727/731-1810IG.
............rddtKta.com [-MAlL~_
ROBERT p, RESCH. III
ARCHITECf
LAKEVlEW PROFESSIONAL OmCES
N W CORNER OF MYRTLE AVE & LAKEVlEW AVE
CLEARWATER, FLORIDA
if:
SHELL BUILDING FOR
------
~ 'tl
~ ~
0
!. 'tl
b. 0
u:J
t'l
0
"l
t'"
0
0
~
'tl
s:
Z
.....
0
~
r
iD
C
;= .- I
0
Z I
c;)
UJ Z
0 0
."
0
0
~
c;)
fTI
OJ
a
Ol
OJ
CD
..
"
---------------------------------------
---------------------------------------
L_______
....
"l
..J
~
"l
Line of North Building Extension
---~
Lme of North BUlldmg Extension
I i I f
0 i ~ ~
~
. ~ i
~
647 Do4.IgJaa o4....nllll Dunedltl. Florid. ~1S'lJ
727/73&-1911 phon_ 727/736-UI1Q flU.
_~ [-lilAIL .-eIllllo-a.-
SHELL BUILDING FOR
PROPOSED FlOOR PLAN
ROBERT r. RESCH, III
ARCHITECf
LAKEVlEW PROFESSIONAL OFFICES
N W CORNER OF MYRTLE AVE &< LAKEVlEW AVE
CLEARWATER, FLORIOA
\
\
\
\
\
\
\
\
\
\
\
\
~
I
I
I
I
I
I
"-
l,_/
;'
\
\
\
\
COMMON MAIlE
BOTAlI&CAl NAME
SIZE & SPACING
Q1Y COllE
I. EO
. 0
. L
. lilt
2 C
. U
"" P
,... ...
7T7 ""
.. YA
.. Dt
... .
'Q ""
... ..
,.. '"
. ..
... SC
1IlD SlIIl
IWD CYPRESS '1:MDZJ:W asn:cHUlt to' fCDH,. 2-Vr CI;L
1M "'" CUIlCIS """""'^ ,11' It:IllL 2-Vr" ....
~ 'nZED IJDI.ISIIiWI WCZIIAt r/rft. or Q\rL
0fdCDC:if HDID' ILIX C>>iS3:XE 10' tCS2H" 2-vr eM.
c::IW'E tft'RIlE ~ catCA ff ttGH. or CL.
......... Ill' It:IllL 2-I!r CA\,.
~ PODOCIQI\S ~ .zr.ttr. 1tr o.c.. :a cw..
0;;. ~ ~~cr.1r.1~Ut"o.c.
~~ ~~ 3GM.....o.c.Ur..ur
WI5tIW'ED ARBDZCDlA tr.1r. 1 fWI.D:I. $ a.c.
c:D* ~ RAfHIl:II.IFiS EXD:Q\ ,......... U- Q.C.. 3 GM..
RJCI ~ 18-'Ur. 24- o.c.. 1 cw..
t3GtE c:7. AZI4EA ~ '.......4.. 24- o.c.. 3 GM.
~ I1DRE IiZI4D ~ RED RUFflE ,.....4-. 24- o.c.. 3 k.
SAI..tm /IZJIEA ~ IIUC at: == ,........... 24- a.c.. 3 cw..
~ ~ 1REE t1JDAYA PAK::CLIlAIi\ 4' d. 7 CR..
pi:::( ADlD. m.JDCED ~ ~ 3 OIL. 1ct"1t1a-. 311" o.c.
-- -
\
\
~
SCALE: 1 "=80'
~
II . II 80
QC\J. e!~
CJ : :1
Big:;;
=. !l;el!;
z "t
: ~3
DDVl ..:;
(JD 'f ~ !;
t)[) z ...~
B- r~
(:::j~ !
fL-. ~!
LJ ~~i!
Q ~~~
D aEl!
8 H~
~ ?'
d
~ ia
NES Comm :
.....
Clle<bd By-
Issue Dale
Revl i ns:
2::
:5
a..
IAI
....
e;)
IAI
a..
~
~
CI)
C
2::
:5
NOn
1M nt:E AREAS CHERI: DISItxD TREES ME. TO BE PRESERVED
~~~___B.ISE
1-:=18
utoCAD Pr()jects\0346\~ 3ite.dwg, 2/11/2004 9:01 :47 AM
., I
--
----
--
-----
In
j~!!
ilh
III:
..il
!JI
=---
I
I
~
. ~~z
~
:z::
I STAKING SITE PLAN
I ~ I LAKEVlEW MEDICAL CENTER
Nort!!!,!!,.
CIY... LAND PLANNINC,. INYIIONMI...T4L. TRANSPORTATION
601 CUVILAND STRUT, sum 9JO (fIn ~~.186'''X (71'. .....016
CLlARWAna, ROaD. U7D I-M." NunCH M.......G,(OM
~
....
G")
=:
~
t.':I:j
~
<:
>
~
....
o
~
IIIIIIIIIIIJJIIWmII
H;jr
"%J
~
t.':I:j
t""
t.':I:j
~
~
....
o
~
!
Q
~
~
~
~,
~
t.':I:j
>
~
t.':I:j
~
~
~
....
o
~
J
\
~
~
~
E
I
~ ~
~ ~
.... "
; I
t
~
I
I
!
ll!
~
~
~
~
~
~
\
- ~ ~
~~ '~
"";l("- ~
~0 \'
t~ g;
~
~
~'
Elevations
SHELL BUILDI~ FOR'
f
)>
I
ROBERT P. RE5CH, III
ARCHITECf
LAKEVlEW PROFESSIONAL OFFICES
N.W. CORNER OF MYRTLE AVE, & LAKEVlEW AVE.
CLEARWA TER. FLORIDA
~
647 Douglol AVlnul Dunedin. Florida 34698
727/736-1911 phonl 727/736-1810 fox
..w.rnc:harchltocta.com [-MAIL: ruchlllOaDl.com
Rtv Oole Item
\J"
9"..-
1"\
.rJ
LEGAL DESCRIPTION
A PARCEL OF LAND LYING IN THE SOUTHEAST (1/4) OF THE NORTHEAST (1/4) OF SE.CIION 21,
TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNlY, FLORIDA. BEING MORE PARTICULARLY
DESCRIBED ftS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST (1/4) OF THE NORTHEAST (1/4)
OF SECTION 21, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNlY, FLORIDA; THLNCE NORTH
89'00'46. WEST, ALONG THE NORTH LINE OF THE SOUTHEAST (1/4) OF THE NORTHEAST (1/4) OF
SAID SECTION 21, A DISTANCE OF 33.00 FEET; THENCE SOUTH 00'16'19. WEST, ALONG THE WEST
RIGHT-OF -WAY LINE OF MYRTLE AVENUE, A DISTANCE OF 175.00 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUE SOUTH Olr16'19. WEST, A DISTANCE OF 31.91 FEET TO THE POINT OF CURVATURE
OF A CIRCUlAR CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 187.20 FEET; THENCE
ALONG THE ARC OF SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 183,62 FEET, A CHORD
BEARING OF SOUTH 28'22'19. WEST, A CHORD DISTANCE OF 176.35 FEET TO THE POINT OF
TANGENCY; THENCE SOUTH 56"28'19. WEST, A DISTANCE OF 351.50 FEET; THENCE NORTH 12"22'46.
WEST, A DISTANCE OF 365,57 FEET; THENCE NORTH 0/54'52. WEST, A DISTANCE OF 32.38 FEET;
THENCE SOUTH 89'00'46. EAST, A DISTANCE OF 459.87 FEET TO THE POINT OF BEGINNING,
CONTAINING 2.590 ACRES MORE OR LESS.
~
n..
;'1)
"<t
C')
"<t
"<t
o
o
N
--
o
.....
N
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE MAP 12103CO 108 G
MAP REVISED: 09/03/03
OJ
~
1:J
...:
Q)
>
o
()
--
CD
"<t
C')
o
--
CIl
-
U
Q)
'Q
l-
n..
o
<(
()
o
-
::l
<(
("',
o
o
S:!
X
SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
BRUCE A. KLEIN, PSM NO. 5052
DATED: 09/09/03
..:
,~
";~'.
'-'",-:.~( /,,:/ J5 ,::~;I I~ IIJ aft ~S)
8~'-:- /,<./'/ >- I ~) =C~'E~ [I. ~ h.~O
::":';'_/ B,~/ ,JJJ"" I ,__
/.:/' r~' - li~,
,/? i~~ __ ~'"' :~'IN~
.. ( -..... ~- ~<-...,
! ! .I I I
,/~;: .. /J =+1 - !
./i~/ ...~, ~-i I' ~ -- -Ii
,.. ,( ; - J~-E --
/'::<f/ L""-"'~'~_' J-,- ;i lllo.:c"'--- .-
-:- .......A I "-
.t fO :! --
i ,/ ::I: ~ \ ~/';~ II
/r',' I ~'~~
l/ ~~ t::' ~ROJECI I_@
, Ii \ S~T~ J -..
/( , I ~,I;1' :Il \\ i _ >- ·
, , =-~<,O\ ~ I I "
. ,. I
I,
~ -- '\
- '~l- -?~ >- !
. /~~l ", -. --,- 'I ~ - ~
//>.:/ ;g2~; L~ON -I
/'--.,,/' -,,/' ,,/\.., "','/ /' - I r
I "',,1 -"", 1'/ , -
H ,,I',...; I I -
-l/.... -,.'~' _ I
,l i / "i.,.',"'A'/" i~:t-....,r-
LL~'-'-'\ t.~, ~~
,,' . \ \...~ r.!tJ 'il".;.
/;-l I I I \.:1) f!T ~ RDp.D
i \ I 111~~.n,
SECTION 21 , TOWNSHIP 29 S, RANGE 15 E
PINELLAS COUNTY, FLORIDA
-_...-/
-----
,
~ ~'
"",
, ,
,~
"
}~~~~:~"
,<
.I
I~
~,
ORT.,
n
=t=t- ROSE FlY
SITE DATA
.........---.-""~---_.--..----..-..--.... ___>'or__-.......................,_,..,:--_......_-___.._~ ~,
EXISTING (E) PROPOSED (P) REQUIRED
- ___~"'___..-.-r~_____.. -,~ . _..__....."..--~........- --~~~
0 0 0
ZONING:
R/OG R/OG R/OG
LAND USE:
VACANT OFFICE OFFICE
USAGE:
112,807 S.F. 112,807 S.F. 3,500 S.F.
LOT AREA: 2.59 ACRES 2.59 ACRES .08 ACRES
BUILDING COVERAGE: --- 17,829 S.F N/A
(S.F. & % OF GROSS SITE) 15.8%
GROSS FLOOR AREA (S.F.): 16,473 S.F 0.50
F.A.R.: --- 0.146
FRONT: --- 15' TO PAVEMENT 35'
BLDG. 10' TO PAVEMENT &: DUMPSTER 20'
SETBACKS: SIDE: ---
REAR: --- (NO REAR YARD) 20'
TO TOP OF ROOF 30'
BLDG. HEIGHT: --- 31.56'
PAVED VEHICULAR USE AREA: 44,534 S.F. N/A
(V.U.A.) ---
IMPERVIOUS SURFACE RATIO: 67,084 S.F. 0.75
---
(I.S.R.) 0.60
OPEN SPACE: 100% 45,003 S.F. N/A
(S.F. & % OF GROSS SITE) 40%
PARKING LOT INTERIOR LANDSCAPING: --- 3,920 S.F. 0.10
(S.F. & % OF V.U.A.) 3.5%
91 83
PARKING: ---
PLUS 1 LOADING SPACE
PARKING CALCULATIONS: 5 SPACES PER 1,000 G.F.A.
16,473/1,000 = 16.47 x 5 = 83 SPACES
LEGEND
...
J
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
, I:
+ 10.00
NEW CONTOUR
- - -10- -
EXIST. STORM SEWER ~-
... tJ}
en.
NEW STORM SEWER -
NEW UNDERDRAIN I ___________ 1
EXIST. SAN. SEWER
NEW SAN. SEWER
_,-,_,-
EXIST. WATER SERVICE ..--.- -- - - - - - -
~~ -11
-- -II
.. "I
_ ,!tla- - -
NEW WATER SERVICE - - - - - - - - -
.~
..
NEW INLET .
NEW SAN. MANHOLE ..
-
~h -
< J) -~ .
~~(;OURT --
!r
-.,--'
r; I'lIII I~..
NEW CLEAN-OUTCC.O.)
C.O.
- 1 -Iil- 1 -
:
NEW BUILDING AREA
I I,' ',:':: l I l I I ! ! I i J I , ~ I '. \ I
I' I' l l, I 1.11 I:! f'!: I I: I
l..~,_~.....:~~.:..~ "'~" " ~:_~,..' ':' '" , 'I
I I
I-
--
NEW ASPHALT
NEW CONCRETE
-R( AD-I---
U~
e- ~ EW-=TIJ ~~~
-)...' 1-
'7/ ~
_.J L--- ;;J ==
I /.:C --
-l- .. l!J ==
I 'I -'-:1--
I '.f"'; :a:--
~t 1
-1~ ~) J4j.1.
W Ulli --
lW:, ~l!!
-~ gD ~ J
I I c ,i~~_...
, tl r r-~~
~ ~
~"AD r-
TEMP. SILT BARRIER
POINT OF CONNECTION
OF NEW UTILITY TO EXIST,
4
M
B.F.P.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
....
Z ~t
o 00
- co '"
... . .
-A ~"
~ "It Z
... "It ~
~ -Do.
O to- '"
1'40
~ t:z
Z xi
~ .:1:
~ ... '"
... ~ 110I
~I-
co'"
· ~Z
... ""..
"It...
~ "It;(
... ~t
Z 1'4.
.... to- 110I
t -
z
o
~
-
>
z
....
. 0
""
" ~
Z 110I 11\
- !: 11\
Z :;) to-
Z ~:
~ 1-.
... t: 0
A. ~-
I-~
o ",g
z 0'"
-A Z ~
~ .m
"'" ... I-
110I.
. ~~
... ~~
> -.
- o~
\J ~ '"
NES Comm.: 0346
I prawn By: B.J.V. I
Checked By: H.G.
Issue Date: 09/23/03
Revisions:
No. Dote Descri tion
r
SITE p~ APPROVED
CASE # U> lPo3- 11-0h 7
CASE TYPE ~
ORe DATE - ~ - ~D~
CDBOATE ~
SIGNATURE .' ~
DATE 3--l - V
/ /
INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C1.2 CIVIL SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING, DRAINAGE AND
UTILITIES SITE PLAN
C5.1 CIVIL SITE DE:-AILS
C5.2 CIVIL SITE DETAILS
LS1.1 LIFT STATION DETAIL
L 1.1 LANDSCAPE SITE PLAN
L 1.2 LANDSCAPE L\ETAILS AND
SPECIFICATIONS
c:c
~
C
LU
I-
....
en
..J
~
U
0:::
w
I-
Z
w
(..)
-J
<t
(..)
-
C
w
:E
3:
w
-
>
w
~
<t
-J
THIS DRAWING IS AN INSTRUMENT Of SERVICE ~~D ':,HAIl ~f.WJN IP.f PROPERlY llf THE
ENGINEER. AND SHALL NOT BE REPRODUCrn, P0i3lJStjE!) ')R l~, It. mY WAY WItHOUT
THE CONSENT Of TIlE ENGINEER. ~:X>~~11T:2no3 NuT PUBUSHED
"
, ,'1',' r~ "t,,<:' c'.,
Il-' : -0 FE~B 1 i 2004
chONG M. J VNfS. P.tc, 145903_____
COPIES OF THESE P , S AI~E NOT VAl'D UNLESS
BABOSSED WITH THE .'SIGr-.;I!.~ E~G!NrrR'S SEI.L
C1.1
'q.-
S. W.F. W.M.D. / EROSION CONTROL NOTES
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. ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BEITER.
3. 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
40D-4 &: 40D-40 FAC. CAN RESULT IN A PENALlY NOT TO EXCEED $10,000 PER
OFFENSE WiTH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
4. 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.
5. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINllY 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.
6. 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 REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANlY PERIOD.
7. 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.
8. 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 THIRlY (30) CALENDAR DAYS.
9. 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,
CLEARING AND GRUBBING NOTES
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILllY 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.
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTILllY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINllY 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 RETENTION/DETENTION AREAS WILL BE
CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED.
12. CONTRACTOR is TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
WATER SYSTEM NOTES
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2, ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111, FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 15FO AND MEET TIHE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE lYPE JOINTS,
8, ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTIUlY AND FIRE MARSHALL.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHIING AND DISINFECTION.
11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12, MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPI NG AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE. WATER PIPING,
WA TER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLU[)ING FITTINGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER MAINS
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 COUNlY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANITARY SEWER NOTES
1. ALL SANITARY 5E"'iER MAINS &: LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS &: SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIOE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3, ALL SANITARY SFWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATF,:,- ~~j.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EYISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFUCTS t'~ DISCREPANCIES.
5. PVC PIPE AND I iTlNGS 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 02321.
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 TAPE SHOULD READ
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY St.tvER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.I,P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEI,'IER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVllY 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 GRAVllY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPO IPER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILllY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREf,TED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINA.TION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILllY.
WA TER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GAVllY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE 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 MiETHODS OF PROTECTION SHALL BE
UTILIZED:
WA TER/SEWER CLEARANCE REQUIREMENTS (CON'T)
A. THE SEWER SHALL BE ENCASED IN CONCRET E FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINrS);
B. THE SEWER SHALL BE INSTALLED WITH D,I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINrS);
C. THE SEWER SHALL BE DESIGNED AND 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.
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
GRAVllY 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 CONSmUCTED 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
BACKFIWNG.
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 BETWEEN 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 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRllY 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.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E, MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MMERIALS 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 AW\V^ C-900, ClASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFF'C AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
7. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE NALL(S),
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH,
PAVING, GRADING & DRAINAGE TESTING AND INSPE.CTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOH 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.
PAVING NOTES
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, PARKING 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 TOP 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 PROPERlY SHALL CONSIST OF 1" ASPHALT,
lYPE PC-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSllY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM
DENSllY PER MSHTO T -180.
7. PAVEMENT IN R.O.W, SHALL CONSIST OF 6" THICK, 3000 PSI
CONC. W/6x6x10 WWM ON COMPACTED GROUND TO 98% OF
MAXIMUM DENSllY.
PINELLAS COUNTY RIGHT OF WAY NOTES
1. ALL PROPOSED WORK WILL COMPLY WITH FOOT "ROADWAY PLANS PREPARATION MANUAL"
2. ALL R.O.W, INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELLAS COUNlY LAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S, DEPARTMENT OF
TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE
FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS"
INDEXES 600 THRU 665 (LATEST EDITIONS).
5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JEITING IS ALLOWED.
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH MSHTO T-99(100%).
7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM
DENSllY AND SODDED.
8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINELLAS COUNlY HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNlY
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES.
10. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED,
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL.
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT.
11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
PINELLAS COUNTY RIGHT OF WAY NOTES (CON'T)
12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO REMOVAL OF CURB.
13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF
MAXIMUM DENSllY AND SODDED.
14. DO NOT DISTURBED EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUNlY HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
15. PROVIDE A MINIMUM OF 3' COVER OVER UTILITIES AT ALL DITCH CROSSINGS.
16. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS
COUNlY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
17. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY
ACT (FLORIDA STATUTES, 553.60 et. seq,) AND THE OCCUPATIONAL SAFElY AND HEALTH
HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650,
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND M1AINTENANCE
PURSUANT TO THIS PERMIT.
18. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX #515.
19. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT IND#104 &:
105.
20. ALL STRIPING SHALL BE LEAD FREE NON-SOLVENT BASED THERMOPLAS,IC AND MEET
ACCORDING TO THE FOOT SPECIFICATION SECTION 711,
21. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FlJOT
SPECIFICATIONS SECTION 706.
22. REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FOOT
STANDARD INDEX NO. 17352.
23, STRIPING WITHIN RIGHT-OF -WAY SHALL BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO, 17346.
24. SIGNING AND STRIPING WITHIN RIGHT-OF-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
25. PLACE EXPANSION JOINTS WHERE 4" AND 6" CONCRETE ABUT.
26. PLACE EXPANSION JOINT BETWEEN BACK-OF-CURB AND CONCRETE DRIVIEWAY.
27. lYPE OF SOD USED TO RESTORE OWNER-MAINTAINED AREA IN RIGHT-OF-WAY
SHALL BE COORDINATED WITH OWNER.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILllY TO PERFORM A SURVEY (ACCOMPA.NIED 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 F'OR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDIUSTRY WIDE
STANDARDS IN QUALllY 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 RESPONSIBILllY 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 BE A PART OF THE CONSTRDCTION, 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,
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED, AND ANY ADDITIONAL 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 RESPONSIBLE 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 JLlNES
RECLAIMED WATER SUPIPLY
T.V. CABLES
TELEPHONE CABLES
SECURllY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILllY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNILESS
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 RESPONSIBILllY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILllY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BonOM 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.
GENERAL CONSTRUCTION NOTES
1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN
IN PINELLAS COUNlY LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES.
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 OTHER FEATURES 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
UTILllY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY 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 REQUIRED IN THE VICINllY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILllY 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 ::::NGINEER.
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
PERFORME9 PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY 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 DENSllY AS
DETERMINeD BY MSHTO T -99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERlY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BEITER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS, ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER C:';"STRUCTlON 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 ENGIt-.t:ER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND On!i::r~ EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS ,:/PENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENA,.JCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15, THE S01:.; 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 3Y THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SOD[;:~JG, 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.
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 PAVEMENT 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 COI'-iTRACTOR 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 SECURllY (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 UTILllY 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 RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
... Z
~ ~t
0 00
- COu
~ l- I .
~ ~~
"IItZ
" I- "IIt~
~ -A.
0 ....\1\
""0
~ !::Z
V\ -
Z xt
~ ~X
... \/} ~ IIoU
I- ~III
~I-
CO:
m. . ':4z
... Moo
~ "IIt...l
"IIt;(
I- ~t
Z ""I
UI ....11I
~ -
z
0
~
-
.~ >
z
UI
0
.. . M
\7 ~
Z 11I11\
- 1::11\
Z :;)....
\l\M
Z M
..
. I-~
... :0
~ c:-
I-C:
0 \1\0
...I
Z 0110
. Z ..
~ei
... ...II-
III~
. ~~
... "c:
- ~~
>
- o~
\J ~u
I NES Comm.: 0346 I
I Drawn By: B,J.V. I
I Checked By: H.G. I
Issue Date: 09/23/03
Revisions:
No. Date Descri tion
/ /
CI)
Z
0
.....
.....
~
.....
LL.
-
(.)
LI.I
0...
CI)
LI.I
.....
-
CI)
...J
-
>
.....
U
-'
llllS DRAWING IS AN INSTRUMENT Of SERV',,:( AH[\ 'iiHALL R'.:l'.AlN''{tlE PROPERTY Of TliE
ENGINEER, AND SHALl NOT BE REPROIJUCrlJ, PI ~HED OR USED '~ Nff WAY WIlHom
m _00 OF m D<>N'(t~f~rB filo;
CHONG M, JAY~~~.f..~~
COPIES OF THESE PLA:.i~ AHF. N:>T VAI..!O I,J~llESS
EMBOSSED Willi THE SIGNING EtJ('!~lff.i\'S SEAl
0:::
w
t-
Z
w
(..)
..J
<t
(..)
-
C
w
~
3:
w
-
>
W
~
<t
..J
C1.2
...
~
~
z ~~
o 00
- cov
t- · .
.J# ~"
~ ~z
t- ~~
~ _A.
O .... '^
1'40
A. !:: ~
Z x~
. .:1:
~ "'v
L ~III
.- ~...
CO:
· ,:,z
... ""..
~...
. ~.
t- ~t
z 1'4.
III .... III
t -
z
o
~
-
>
Z
III
"
\
'\
~:'\'\
"-;-'\
,~ ,
" (, ,
'~~;\' ~
\ '~
\ \
II
.: ' <[, "~
"<()",:> \ '-<('. "
, -<
, ,
", I
"":, )
-"-.:,
I
(
t,
/l}) "-:~'I~
~h /_"f.._1 ,(f (,\,
\ >~" '<'! 111
\ ~
- \ ~
J t~'(:'
(i,):,\'\ >
t'~ " (1
/ t......U
~ 1" ~ 0/))' ~I,;'
t~1~~~ ~ ! '/ Jr'
((l! ~.. \D ( , '1
Ii'" q'~;-< (OJ 1; ~
\. ,,'~~" Of <(I, c:}j 'L....
"D~KW..>tC> ~/~?) t~)["""""""1
, " I (/) , )''/ , '/).'
l,t! , }, AU,C.,fF,IC ~:J/ l
Wlr" PUll HUX ~ '/
W^ITIC !"')~ c;;,/ I~'
11(;111 '-. t2:>/(',}, ,'0/'
SU"p7r< I i I~j I /~:(;) , ,""'/j! ~)/ \\
')I(;~'I 130;': I t:Y) ~ \, "
., ,~
2 II I t1 )..Vl\\ "
)-TRAFFIC '<:9 ~" ('ll)/
, 7.1J/ SIGN I ''\,~,' <\l~/
II ')',\ f'- --.ffl I '.,. ';<~"..:',~,.
. /~;lfi , 1/,\,\:, "
lli /;7/-~t:Xi / cS)C~,~})
..,' f t-/ U'I'JC
/..~/ ,,;,./' . '11' l)I' ",
,~, I ,);/'I ,. , "".
'i" I~' 11 t./
/'''<-''''-J G t:' ~1f' / 5 ,." ...
-' '0'\.,W 5~' fJ '10" I
":," Z::;1 1/ I /
l,J:'" II 'Fi',fJ /
,,/\! I 4H.H?
"-'/ fl ' I
t I
,,/ ! ,IV,) j
. ,ll)',"
// t:yl
) /
,t /
"I,/
./:-;-(-'-"'/. i'U,. I ,!
n
(/)5;./
\</
rw'/'
(',/
tj
,,(
"
u, (/'
l-/'
/
"
", ~ ~/
,>/
'"
C'j
t.
/
,i
!,~y
t-/
~
/,"V',I'~---"'\_,
(( ,\f;"liij\"'" \,
589'00' 4~\~v :~'~S9'81'~D{t.1)
':.'1)' ':"'" \...-.. J '
20" ~J
1_ \Il
tn.
'1' ,'II,'..IIJ
lltJI' II !Iel
\
\
,1' CIlt,II'1
11t~1~ I'[IJCF
(<.))/
\/
t-</
/
(h\!/
t. '
/
,./v
"
f",
') ,
t;~/"
'"
() ;/
t>/
\I
'h
t.,
/
(("
_..- ,/ ",Cy
\/ _\( X.., / ,/
~\)vVV~
l B~) ;]
\--'~Q."
1~1 - ':~J
(~)
~2" )
12 /
.-/~--- .-".,_/J
J ,,'1')
( ;JO" .... :/
.,'Q.,., '10" . (fil') ) '"
, -<~ / (!l) 12)(
, ~~~,/'-.../~-
"
\
\
,I
.j
\/.
48"
~
11'N
8"
\
\
\
\
L1r;,,')
\ ~"'.
8~
5"
~"
5~
~"
104" ~"
)Il(2)24"
(3)10"
~
12"-16-
30~
.~
..
.(l,,/
':/
1~0" 0"
(2)6~ 6"
12"
5"
.,/
6"
~
C1
14"
~
14"
. 0
""
~ ~
Z III 11\
- t: 11\
Z :)....
Z ~~
. ....
... :0
A. ~-
...~
o '^9
z 0'"
.J#Z~
~ .ei
... ......
III.
. ~~
... ,,~
> ~.
- O~
\I ~v
(1) /
t>!':~/
,/
---
1 ~RIPLE
8~8"
\
\
\
\ ~,,' I)
\
..,1
~d \
[J
''', \
I r ~
\,
" \
/.... \
8~2"
5"
5" 5
~" "
12i<<-
(2)7"
M
\
\
(hI'
,\, ,
\, '/
/
,.,.
12~
~9"
--:::>
...
~"
A
12"
~
,.,'(/
'0/
t,/
/
~
L.F.F.EL.=49.67
nJ"~T..J'~u~q
'I-Ll-LLLLLM110"
I_LLLLLLL
kL,L\_LLLL
I LLl_LLll. .., .,
ILL\_LU.L~-\~ ')'.. ''1':,
ILl_LL l!:;\:':LLI 14,\~, [)] :c)
LLLt.,LLLL '\. 3 ~ -
l_Lk.l~LLLL' /
~tit!j;~t"~11 l( ,jREMOVE EXISTING (
l \ ,:;,1" ~ liONG. FOUNDATION)
,;', , \ LOt,/,;\-:--:/r:) / (
"~J,' \ ~ J '
~ '-,,-. //J \..
\
'\ ...
\'
-\.
N,I'lj',: !
r ) I' \-' [ I. ~ f : i i
6k,,"
~ ,t,
, .(~)1':
12"
~
6. 5~
~
A
(2~
A
~"
14"
~8"
1~20"
~20"
16*
:/
8"
~"
~
12~7"
.-~5"
6"
~4"
1~
'" 1;;
", '!,c; ,\~
" ')
'"
':/(1
.~,(\)~
""-"
~"8"
8"
12"TWIN
. ,~;, ./
-::: ~
~O",~,:~u
~7"<
10~6"
~8"
/! .
/"
U
i/ (1)1 !e.
/ Iyl[ iII/I! I
9~ 'd"
:,N1",-
I,~)
~," ~
/,' ,
~ .'";--:;:>'
*
20"
",'.\
<.1,"
,,' r/
"
,;~.{).., r'
''''.~
7~8"-15"
10~8"
6
'.;:-",//
\
\
i
'<)
..,
DEMOLITION NOTES
7"~. 5~t
22 I O":..7'\'
,) 1" ')
~)'GC/i>( . "
6"~ (~i~)l s~" )
"70" /, /
Jf-'"
../
7~
7~.
.~ r'
"r::.r.,
}1..7"
./
~2"
'1 '),UlJ ' ;/,/
n~",:/./
/;;/;-:--'
5~" 10~
3QU
18" 12lL .~~."'\'\ ~2" ~
)( -~ (( '-,- 12~
'it 1(,\,~~j~I" pC;" .~\''-.,
;t:( 1 U (~ )) I 1\" \ '\
1" 4~Wft,~, 12~ (\ ,'::/ 'k )\ " , "'.:?/' '1'L~"~('
1Wr.~ 4)( ! (J'I ' ()",,'. "
~I" \, , /~)~"V__ __ ':,I'f 1.1)"
3[:, l 'j;,/ /\"/,,</ 11"11 <'ICtJ
~"K \_~", r!1."/./">.:':J;''''/}[~I~~dJ. L "'~"'.1 ~ ,1').',,(; .',/;'
?~~}". '-*8"\-.. 8~, .'" ;r.f(;<;-:/;,/ ~'" >.,>,7":
"......'..., ,r;:f.j:"I~i.'jn... ,...J; -, .~" ",:;:;/ 'W,T.J:.:,\ :,,/'c'.
, )( \ 1 ~ (' (!i.lJ '-Y,' ~~{':/m ----~o'~ ' .;/.
~l?~:;., 16)(, <:,:.;r:> ~. 171;,-;" ",]l~.<f;[!;;i'- . .' .","1 / ~. ,1 '~I,O,l , ,;,,;:;"
, I\^,! lilj/'0 ". Ie ....S'1;,r::f;V' ~t\.~~ -,~.}'!c~~
'OJ'"'' )'Y.";:./:t;f'j:; '''(J_l;V~ ~~;;(;j/ ,
CO (,}.''''-''~;''''III ", / ~y. ' /.:"'"
r/_,~,/:',' "1 <,,(1,.) ~ /';/'-'
~:;' , U3? >lf~'l::P//
-/./'
'Y'f~;\ '-.
, './'
"
'~
1 ,i ' .
\ '-: ,',
\
DEMOLITION OF THE SiTE INCLUDES
THE REMOVAL/RELOCAtiON OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILllY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
/
LEGEND
'113,;(1
'1,.
. :,,;
('
, I
l:/
/
REMOVE:
./ ' /'
I NES Comm.: 0346 I
I Drawn By: B.J.V. I
C~ecked By: H.G.
~1 ' ) ~ _~ l 1
,'~'
~" 12" "
7" x~~;o~::--.. f <((~o
~_ .' ~ 12"
~f "
......\ J
~ ' ~
""~'- rJ
5" ~-rt ., ,
8~~O. 30' '.' )
. '-~ /,j----)
-----
r-' .:'., , ",', :. ~
'" ,. " ...,.. , ,
':~ . ~~..~' \. ~~.~ .'~ ~;.. :~~--~:
CONCRETE
L"J
' / ,.- / ,',,' <> .
--------
ASPH. & BASE
.',/,
.:l:tY.,
','
',.
\
\
} ,; ~i
f
{" '"
\
\
\
1 0"
,"/',
.
./
/~;;:"
/;-; >:/
L LL L L I_LLLLLLLLL
I.LLL L<,LLLLLLLLLL
LLLLLLLLLLLLLLLL
(jl
,', VI
'-..... '1 <!'
",'(C U'
-.1
'0
~
3
\
\
Issue Date: 09/23/03
Revisions:
No. Date Descri tion
BUILDING
1~
.,1,'> ..
'':/
....
OJ
[I]
[}]
[I]
~
REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
f-~r_MOVE EXIST. SIGN.
9~'12"
" ~ ~":J(
6~ 16"
P'=MOVE EXISTING STRUCTURE AND FOOTING.
"/ "-
~"~ / C'
"",,)
5"-~10"
J)(8"
"
REMOVE EXISTING WOOD POWER POLE AND
ASSOCIATED O.H.W. COORDINATE W/ FLORIDA POWER.
REMOVE CURBING TO THE NEAREST EXPANSION JOINT.
\
\
'-,1 n ',;quI!'::
Cl1l'(3' t", (;1) I il Ii
,;S""./''<'
....,' "
. '
/'
SILT FENCE
\
\
'Hl.'1 n~
,<I,' ,
..........,:/.
~,,~
\
\ 1/:G.
--,;.,,/,
, /.'
//::/
20"1.-':"
':.-))
16"
~
~)
( @) 70
'---""".r"
ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF
Tf~EES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSllY.
OFF-SITE DISPOSAL OF STRUCTURES, UTiliTIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
PINELLAS COUNlY.
6
./
,1 tl t1 <\ /
P,,-.,IIj'
/
/'./ '
/ ,-;~/
'1,
"",'- .....
'..:...;'
"-0
/
,'/:--:"-
'17 pc). '/'>./"
n '-::- .:~~
/://
/,~;:-;c./"
.. .
/,,-?,
/,;:,'
\
\
I
~, ":~(,
7
,W,Jb .-
---~ ----.-
/:;;;:;3:;-;> I
t\ 7 ,fJU --:.~;,,>
..,-, u-;p'.,c-/
.; ;,:"
/; ,
.-,~ /
.--: ".
"'[,'11.,1 fOl, ',\f~,;1
~; I (If!~,1 tJi-,1 if I~i! f
I, :OUI [) "JU I UPEI J
../
/./"
\
\
X DENOTES EX. TREE TO BE REMOVED
,,//
0:::
LLI
I-
Z
w
(.)
....I
<C
(.)
-
C
LLI
:!:
3:
w
-
>
W
~
<C
....I
wr,','-
u
/'
t1 D..!':J ./
__ _.- .~-f"f
.."
//.~:;::-.,
, /:,,:'
,/ ;.;;~ :,; .
_ 'I Q~:;~{;"'./
/..-/ ~
/;,,-:;."/ ,
,,<-;-;;~/
/ ::::'
/"///
//;;-;-::/
/1 ~'fJJ/;~/
.____. ___ d ~~'
/':;:;;~-
. 7" /,,/;p""-
".' ,G)~,,;.;?" "" "~I f: S {!'J1UUI. LleU-,lU
..;;::';:::~ ._"." ",____n___ _. ,__'__n' ___,___ ____,,.._.... _______..,___",_ ___'_.n____
/;;,-/ .;
-1 1'" /'-;?" ,-
7
/'
./
z
c:c
......
a..
LLI
I-
,....
en
:z:
o
.....
I-
,....
......
o
:E
......
~
.-
.-/
'\(3,0"', ../
--- ---/,/(1"
//
./
t\ 7, ') 1
-- -- ---.g.
./
../
~,LZ~" //
.......
............
Ir~UIC!\l LD
~;I': r.
! f:~f [:
@1 U" DU,K) Ir:; I\t.) 01\1',
'--'--.-
--~-'
'--,
~
a..
t--
ll)
N
C'>
v
v
o
o
N
--
o
.-
--
N
Cl
:i:
"0
2
(f)
:i:
Q)
z
...-
<0
v
C'>
o
...-
rn
t5
Q)
'Q'
...
a..
o
<(
()
o
-
::J
<(
C'>
o
o
N
-:-:
X
--------
----~--
~~;, 1 U" lJlIJU I t.~) />. 1)!\Uv1 II~f L
':)171. IrmlC/\Il: U
1\ 6" [) I, IJO r f.:,; /\ C/\i;lII~) Ilor~l f.; U ", ~;Ilf: II,JlJI C/\ lfJ)
SCALE: 1 -=30'
Cjb" Ull'lOIl,S /\ IV"] rr,:u
:;In: IIJUJUIl U)
(;1/1 II~IJIC/\ r I I;
IA4 ()" UU.,j () II.~; A JI\C/,!<AfJ[)/\ 11< r J
30
60
15
o
30
A H:lT '-ADELl!' "1'1//1"(' Ie; ? If<UI'-l!.t,::; 1,,-1l"N;Uf<ED
'1' /1[30\)[1 H[ (~IWlm[) FrWrA 1 IdM'JI 1~lmv:,
"II~IPII" IS .,3 1!<UIW'; 1,1I'/\~;Ur~r[) 4' !\130v'frI-lF
Gl';UUrm FROI,j I UAIN !1.;uI~V
.!'!-
THIS DRAWING IS AN INSTRUMENT Of SEHVl('-E Mil SHAll, REWIlN THE PROPERlY Dr THE
ENGINEER. AND SHAll NOT BE RE.PRr.lOl'CEP, PUel.1.':HI:D cOR USEJ IN Nf( WAY WITHOUT
THE CONSENT OF THE ENGINEER. ..: ~C~,IGHT 2003 NOT PUlIUSHED
, ~ kfEB\~ lOO~
CHONG Nt Ji.NES.J. p ,[ # 45il03
COPIES OF -/tlESE~J;ANS ARE NeT VWO UNLESS
EMBOSSED WITH -'HE SIGt-iIl~G ENGINEiJtS SEAL
C2.1
----
----------
~
a..
N
'<t
M
('t)
~
'<t
o
o
N
--
o
~
~
"0
2
U5
~
Q)
z
--
<0
'<t
('t)
o
--
en
.-
u
Q)
'5'
...
a..
o
<(
()
.8
::J
<(
,,')
o
o
~
X
~ II
~
~
~
~ II
~ II
~ Ii
~ \~i
~ '.'\
~ 1,1.,,',
"
" ,\
VISI \"
FORBI~16Xo~RIANGLE
FOOT 546 AY TRAFFIC
\
\
\
'\
\
'\
1
\
\
'I
\
\ ,,'
,I I 11'" ell' !!I
\ ,,1 '!iief
i
V
',-/~'
,/
{/-y..
(/-v-' "'\
! 't
( \(,,'f " 1
, ) ,J- ) , ~
( (<':0 \
S89.00' )
46iE 5
" , 459 81 '( r
'~ _\ ~., D&:M)
~ 0/
~ -._,/~-~
OUBLE 10' .
wJOO. PSI cxd~ x6N THICK
& G~TEHIGH FE~'C~U3MPSTER
. SIDES
\
}'
L' (II/,II~'
It'JI< fr.~ICf
\
\
\
It
-
-.'
.
- I
,. ,.\(0'
'-'
,'\ -~'~--
\
\
\
\
\
\
\
i \"
I,
,"
i ,J
,
i
~ i
! 1 I
:,1 i
!
\
\
I I
': I
I
1.1 I
I'
.," I
\
-z..
..>
~
tv
tv.
-'>-
01.
i
, 'I"
\ .~~.
".)\'
./
\
\
~\
~
s\
?!!
3-
../
./
\
\
\
;"(,1",(;- \
':')'
RETENTION
AREA
TOP EL
BO .47.75
TEL,45.5
, ,
.,/
't\
,;;/ ./
, ;;;::;;::::/~~,
./
VISIBILllY
FOR ROA TRIANGLE
FOOT 54~WAY TRAFFIC
\
\
!II~: II, '.J'"
;,i11H1 t lJ" 1
COII!" ,WI! j~)1 f
,1) tJU r UfTI J
VIP!'
o
;:,;;;;;;'):?/
, ;;;<:'..;
", /,:-;;:;-:/ ,
/-:::: / ..;
J :;~,;-/ ,
d:C/
/,~~,/
"A~?~ ..-
. /9<
//~::;/
//;;;;:2-:::;///
:.:;- ./
~//~- .-"
,/ >/ ..;
,..;;;:J,':' ,
C;\,'y<:'
WI!<'I '
./
-------.
1[,:1 f ....'
___ __ __ ____...:. :-'H ,J (t,,1t 3CJ I I
(~)1 ()" ['1[' I,' (' " , ..,~ ..,':"..,' -- I r ) I r ,II)
" ~) 1 I (' , --
,,' ,) M J Ul'" [f'
\IC .t, \ I [
:1\ 1 ()" l)[J~O I [ "
.,) II f'^l~
'1'1/1 1 I~[ I
~)iiT
If'JlJICAII [)
:~Ii L If I
' !.liC;\ liD
1\ 1:3"
[l!.f,JO r F(-
.,) /\ l~i'd.,IIJIIOI':
IX I'JOll': ^
) f 1(\ Y I r< I I'
UI:JJO [ f' (' I '
"J \ ,J/\(;/,/< i\JJl);\
(~) (, "
~;I/I IIJlli(' '\' '
n ,'/ 1 L [)
, :;I,.f Ii
il )1(>\ 11 ['J
11,:1 ['
fA r) "
I ! (~I 1
(il,~ [ I f.,j[)IC/\ r II)
1\1 f?ET I AP [' " "
'1 ' 13' ",Ij [1 1 \"if "
" II ,) V I:: II: ~, I vJ I ~; ) " ,
[I<II'!E" I( ~~, (,I,OUI\IU !y( 'I:' 111,11,' J.I~" tMF,lJI:J[: I'
(' ,) ) If' I J . ), il r '! ,,\)
,IWUlliJ 1 I<() 1,,1 ,. I'I~:,; ["1/\';111.,1" ,I,N ,IHli'lI<, .
I kl/,m IT<LJI~V ' I) ,1 {IUChTIIII
'i "
ri '
U
'Ii fli I'
./
./
,I
I
"
---
\')'
/
\ ': I.,' i
! 1 /J '. f ~. ~; ( i i
./
./
/
... tii
en.
"",WJ
..
Z ~t
2 00
t- cp "!
" . ~~
L.. ~z
r- ~-
~ -f
o t-V\
A. ~Q
V\ -~
z xt
. .x
~ ~\I
t- :=
. co:
~z
... ;..
. ~::!
t- _~
Z t-<
UI 1"4 I
t elll
z
o
~
-
>
z
UI
. 0
""
" ~
! =11\
Z 5~
Z V\:
. ...:.
... :Q
A. e:-
Q !;:~
Z Q~
j ~m
-'t-
Ill.
. ~~
\Ie:
"",.
011I
~~
I NES Comm .
I Drawn By' . .
I Checked ~y:
Issue Date:
~evisions'
o. Date'
0346
B.J.V.
H.G.
09/23/03
-
I
I
Z
:3
Q.;.
w
I-
-
(I) 3:
C)
w
z -
>
-
::=.:: w
<t ~
I- :3
(I)
I
- 1-
0::
w
I-
Z
w
(.)
....I
<C
(.)
-
C
w
:E
60
THIS DRAWl
ENGINEER, ~ IS AN INSTRUM -,
THE CONSENl SHAlL NOT B Em OF SERV'~, -,--.-
OF THE ENGIN E REPRODll;-rnf. ,~D ~. -,
EER, ,. PUausHro ~~H M !.Ift
Jill' "'f< ,'Q ,COPYR1~~,~:3 ANY~ ~omE
/11. " . ' NOT PU8lJSHED
V"'" r ,F" FEliJl
tHO ' . ,,-' 1 200L
NG M ",' '... . .'''; ,,'.', ~ T
COPIES.JAY~S::' ',>" " "
EMBOS~[D THESE PtANS''''A' .E. # ~993,~
WITH THE ,I'"I'E Nor' -----
SIGclJUG rHG~~" UNIl:S3
_ ___ ' , S ~E"L
.---
C3.1
SIORM SEWER STRUCfURE TABLE
...
J Z ~t
0 00
- ca'"
l- I .
~ ~\J
" ~z
I- ~it
~ -A.
0 ~~
MQ
A. !::~
'^ )it
z
~ .%
l_tIl ~ 110",
e>....
I- ~...
ca:
. ,:,z
en. ... Moo
~...
~ ~~
I- ~t
Z MI
1M ~....
~ -
Z
0
~
-
.~ >
Z
1M
. 0
.. M
~ e>
Z ....11\
- !:II\
Z ::)~
~M
Z M
..
~ ....
... :Q
A. a:-
...a:
" ~O
...
Z QIIo
~ Z ..
.m
... ......
.....
. ~~
... ~a:
- -.
>
- O~
\J ~'"
# STRUCTURE TYPE TOP. ELEV. INV. ELEV.
ill TYPE "c" INLET 48.1 46.2
F.D.O. T. INDEX 232
0 TYPE "c" INLET 48.1 45.9
F.D.O. T. INDEX 232
0 TYPE "c" INLET 48.1 45.6
F.D.O. T. INDEX 232
0 NEW MITERED END 45.5
F.D.O. T. INDEX 272 ---
@ TYPE "c" INLET 48.2 45.7
F.D.O. T. INDEX 232
@ NEW MITERED END --- 45.5
F.D.O. T. INDEX 272
(7) NEW MITERED END --- 45.5
F.D.O. T. INDEX 272
@ NEW MITERED END 45.5
F.D.O. T. INDEX 272 ---
@ NEW CONTROL 47.25 44.0
STRUCTURE
@ EX. CURB 48.0 42.9 (EX.)
INLET 43.5 NEW
\
n j
, ) ~ ,
(),',,( '. ',f',
t')), '\ r) ',,~ f,
',' ~!(;.' <.~{<
c;y
t>
,,'
"~(,, ^ 1
". )
"
'I
"l/
h ./
/
(j
\'>/
<~,l/ "
('
( ,
() ,'/
,),
1/
,,'
(i '/
t./
',.') /
t:"~,/
/
of'
/') ,
'\ //
/'
[{,l
(,1) "
t,',
./
O(
",
~,,~,): >
~
[ i
~
., ~
t r"./
'uX\\ ~
t>~() ~
,:'-; ~~)/
OJ}/ ~ /
~)/ t::,I,/
~
?~'J/ -...,
Q)>~~0 j' 1-,-4
t).:,'1'J C"~
:-/t;t)' t'oJ~
,f! rCII,<IC / ~(/;)
I'UII 110X ~/
"~~/t" I ~ 'I '
t-()~~;: ~'\} \
/;;' ,p! ::;g / '~~\
I ,1';16,)\\
I ' , , '~\\
:,'
~~v-
I ~\
{('" )
1G" ("J,) \
NEW a. '" WYE ' J (,iY)' NEW 235 L.F. OF
x I ,,) a.,Pvc SAN. SEWER
INY. EL. 41'"12 ~V @ fo.51 % ('>j
S8~.OO' 46'l~v / \' 459.81 '~P~M), .t.J/' ,
\._\. ........ . ~/
~.. ". _.~/.......r-
\
\
<16
"-.!::'~:"l
"
\
\
\
\
SILT FENCE
NEW 6. PVC
SAN. SEWER
@ 1/a'" IFf. MIN.
\( :(. ' ' ,
" .. ,1' CIIAII'J
Illn< ITNU."
\
1
1
, I
\'"
{<J,/
X:
\
\
\
~ ,j ') ')
\ - -~. (
\
/
"
SIORM SEWER LINF..S SCHEDULE
"""-
"
t'>
'1/
~"/
"'v",,
", ~ '\
".t. I
\
\
LINE LENGTH SIZE TYPE SLOPE
(FT) (IN)
(D-0 152' 12''><18'' ERCP 0.2%
0-0 152' 15" RCP 0.2%
0-0 42' 18" RCP 0.24%
@-@ 71 ' 15" RCP 0.28%
(7)-@ 67' 19''><30'' ERCP 0.0%
@-@ 24' 15" RCP 2.1%
(":<.:: ~~,
,. ~ C ' u,.uc,J.)
C),/
h/ cut Ie
~,1L[)I/',i~
\
\ :'b,:
I
\
,W.JJ
't H. '}~J
I\~,I '11/\1 r
r '1,1, 11/1FI~ r
" ~
() 1 ~I
,,/1
t::Y
1/"
~~\
~,//'
,/ ,-','
_/~:;::~~F
,. ;,{:/;,;::;;." :,~;<"
/,-,
..;~'
r\ ,t{
f()V''-_ _ __
(~1 ,
h/'
()~ .~/
'J /
t,,/
I
l \ \
'U
LI
t:': \
T'
:,' \
" ,
\ ":':1
\
\
\
/
... ._' at
~/
.. i CUi I(
'," (', <, k1! UI'\I,J
'~' C) /1
'\2/
1/
/1
1/
/1
I
I
I
"j
(":;1
or/I'
Iy,
'" /
// ;~:,.-'
\
\
/
//
,
./ /~
.", /'
,1';1nll<~'<'
-"... ";'~,//
--,~'
/ ./'
',':' ,;
I,' ,
G/ /;:
{ ~-:
.:-. '~/
(i~/ '
(J'/
t.,,'
I
/
NOTE: WA TER METERS WILL BE FIELD LOCA TED / INSTALLED.
I NES Comm.: 0346 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
//
,,/~'!.'),i.2
:/
/ / /:j;"
/" :/ ,/I!
/F .):~' . y
~'~1 i.~,c)(~
".,0", ",
...:". flU}."
//
r-:>"
/....-/"
,^ '-3 7' 3 .. /;<::' .
!_ I .../::~'/
.<-;/'
/;::--'/'"
/,-:.,.
. >:-
,_,,:F/'
o
\
\
\ ,.1,7 'J'
t --' ~
I
1,t"
,~..,
,)1
EX, SAN. MH
INY. EL. 39.a7:t
NEW INY. EL. 40.0
CORE BORE EX. MH
09/23/03
Issue Date:
Revisions:
No. Date
\
\
U til. Ease.
Dr.
Descri tion
MAINTAIN 1a" MIN.
YERTICAL CLEARANCE
I -1-
~< /,1
\ --"-
o
ft-,' ,.
I I~ ,.--- DIRECTIONAL
, ~ DRILL
I
K!>I
I I
I I
I
II ,.--- NEW 720 L.F.
~ OF 3'" PVC FM
I
ilW
-.-J
II--
I~
12
I
I
I
I
\
\
\
\
TUSKA WILLA 4"PYC(91) STREET
43.60
44.00
\
\
72'
6-"
4"0.1.
.
In
.
aSln
20':Ofr~
;},
\!~~
/ /
Z
:3
c..
w
......
......
(/)
(/) ~
LLI
...... W
l- I--
-
-I Z
......
...... W
::) (.)
~ ....I
w <t
C) (.)
<C -
C
:z
- w
~ ::aE
c 3:
-
C) W
-
Z >
......
C w
~ ~
<t
60 C) ....I
\
\
\
l'j/G
-:!.:~ ,>
".....
I
I--
=>
o
(f)
T 11 ,1 r I, . ,1 F3 /1
~; I r Jln.! MM~IIUI I:
COUlU tJUl OFLlI
\
\
I ~DIRECTIONAL
/ DRILL
STREET
V AC. 5258- 2045
WPFc;~
I
6"
I
I
I
I
I
I
"
,
t1 H.O::.> //
.--------.-(Y
,/
,'//
/
'17,91
-----v
///
,1 1,7':) ,./'/
--"---'..~
1I<[T SY 1'/1l 30 I L.LC[f',JU
~~
//
s~~
(~1(j" DUW1T,S AI,] CJ/\I< 11;;[[ -- SILT 11"jUIC/llU>
~
a..
<0
~
<0
10 -
'<t
'<t
o
o
N
--
o
..-
N
,./
~,~- 1 U" U\,I'K) I L:-; 1\ I'ALM 1 H F
~~I/l I r,JI)I C/', liD
-------
1\ f.3" ULI'jOr[:) /\ (~/It,II'11 or ,; 11;[[ - :~I/'- 1I,IDIe!\ 1 U)
@G" DE},JO rES 1\ f)1I'1' II<[T .., SIX[ IIWIC!,l LD
[AI f')" [) L 1\) 0 II,:; /\ cJ/\C/\f<!\JJ DI\ Ir~u .., ';lll~ II~UIC;\IIIJ
SCALE~ 1ft=30'
OJ
~
'0
C1)
~
(/)
~
C1)
z
--
<0
'<t
(t)
o
--
II)
-
u
C1)
'(5'
....
a..
o
<(
()
o
-
;j
<(
(t)
o
(,)
S:l
X
15
o
30
A 1 [-nT \ A[\iJXf) "I vm,!' , I:; ) II~lIIW,'~\ IvH I\':;tJf<c ['J
,\' N30VI: 1 HE GI<OUhIU fvur,1 1 r,1A, II\JI r~lJt,lI<,
", f?lfJLC' IS ,3 1 f~UI.Jf<~'; tv1fN;t mfl) ,,' ;\BOVElllf
c;rWlJ t\J [) F f;;() H 1 1.1;\1 f'J r IW I\Jf/
~~~
~~
~~
'v
nilS DRAWING IS AN INSTRUMENT Of SERVICE AND SHf,tL REIMIHniE i'!ruP,fR1Y OF !
ENGINEER, AND SHAlL NOT BE REPRODUCED, PU8lISHEO 00, ~ IN, mr~AY .,IITHO
niE CONSENT OF THE ENGINEER, ~.COP'i1~1I.:HT 2O:lJ : 'NOT PUEUS
tI-' - A- ,JEt! i 1 2004
CHONG M. JAYM~S. P'.E. '45903
COPIES OF THESE Pu.NS AlRE -NOr,yAUC UNll.'!,-:S--
EMBOSSED WITH THE SIGNllllG ~INEER'S SS-\L
lIniia!
C4.1
;;df1~.X2_1/2.Xl/2.
4.x3/S.'
ANCHOR STUD
GRATE FRMIE W/STUD. STEEL
FRMIE W/2 ANCHOR STUDS
PER SIDE - EQUAL CENTERS.
GALVANIZE AFTER FABRICATION
Ul
W
0::
~
NOTE:
1. CUT PIPE FlUSH
w/INSDE FACE OF
WAlL
2. MORTAR BOTTOM TO
IAATCH INVERT OF
OUTFAU. PIPE.
NOTE:
ALUMINUM BARS 0 6" O.C.
ANCHOR
STAN>ARD DET AL
18"
3'-1"
NON TRAFFIC GRATE
ELEV. 47.25
TOP VIEW
BOITOM OF SLOT
ELEV. 46.58
rDl'-o:.rr( 10'
CAST IRON RETICUUNE
GRATE, TRAfFIC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC. WALL
4000 PSI 0
28 DAYS
#4 ; 012" O.C.E.W.
10x10 W.W.M.
.
IX)
SIDE VIEW
1 5" RCP
INY. ELEV. 44.0
2"
H
3"
~
r 2'-4" .~
6" UNDERDRAIN
INY. ELEV. 44.50
GREASE BAFFLE TO BE
1/4" THICK ALUMINUM
w/STAINLESS STEEL ANCHORS
N..ET DET AL
N.T.S.
MITERED END SECTION DETAIL
N.T.S.
N.T.S.
CONTROL STRUCTURE
SLOT & GREASE
BAFFLE DETAIL
N.T.S.
TOP ELEV. 47.75
4: 1 SIDE SLOPE
BOITOM
ELEV. 45.5
NOTE:
SAND BASED SOD
SIDES & BOITOM
RETENTION BASIN DETAIL
N.T.S.
1-1/2" TYPE S-3
~ ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT PS NOTED
I~ --\\\\---\\\\:.::::\m==\\\\.::-::"\\\\:=--:\\\I -:- 6" L1MEROCK BASE
\II = -:::::: - ~ F.D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSITY
SUBBASE
STABILIZED
40 LB.R.
COMPACTED TO
98% MAX. DENSITY
IN R"O.W. & DRIVEWAY SECTION
N.T.S.
2
<(
co
o
0>
c::!
co
~
o
o
N
--
......
......
N
OJ
~
"0
~
co
Q)
o
--
<D
~
(")
o
--
III
t5
Q)
'0'
r:t
o
<(
()
o
:;
<(
(")
o
o
~
X
HANDICAP PARKING STRIPING DETAIL
N.T.S.
SEE PI>>I
P/L
PLACE SOD 1/2.
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SOOOING
POSITIVE DRAINAGE (4:1 MAX)
MEET EX.
~ COMPACTED GROUND
SEE PLAN
P/L
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
~__ POSITIVE DRAINAGE
"'''''' ",,""'", , '~ COMPACTED GROUNO
GROUND TRANSITION
AT Tf-E PROPERTY LINE
PLACEtvENT OF
SOD AT PAVEMENT
NOTE:
SOD BOTTOM AND SIDES OF
RETENTION AREA W/ SAND GROWN
BAHIA GRASS,
T.O.B. 0 47.75
.
'<t
I
N
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BPSE
NEW SURFACE
EXIST. BPSE
NEW BASE
NEW SUBBASE
N.T.S.
N.T.S.
PAVEMENT TRANSmON DETAIL
N.T.S.
GREPSE SKIMMER
(SEE DETAIL)
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
L1MEROCK BASE
F.D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSITY
SUBBASE
COMPACTED TO
98% MAX. DENSITY
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
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 ACCESSIBILLlTY
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
BLUE
BACKGROUND
WHITE
BACKGROUND
WHITE .
BACKGROUND U)
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
NEW BLDG.
.r9(
<,II
. :.1
.)11
. .;
ROOF DRAIN
FIN. GROUND
f UTIUlY (i.e. SANITARY
SEWER, WATER SERVICE,
. .,.,,, FIRE UNE OR ~;TORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM f-l'.DG.
-.,......,.' 0:]
:~:.~\~~~~'/:~~u
lffiUIY wm-tIN 5' ()f BLDG.
BY PLUMBING CONIRACTOR.
FINAL CONNECllON BY PLUMBING
CONTRACTOR U~IL;:.'S OTHERWISE
COORDINATED BY liE G.C.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
.
CO
1-1/2"R
, /2" WIDE
WHITE BORDER
AND SYMBOL
8IBN SPECFlCATIONS
PARKm BY 1. 18"x12" LOGO SIGN
DISABLED 2. 2 SIGN COMBINATION
1" SERIES "C" REFLECTIVE SHEETING
PERMT LETTERS
ON.. Y 1/2" BLACK 3. LETTERS TO BE
BORDER 1" HIGH SERIES "C"
1.5" 4. SIGN TO BE MADE OF
$255 FIE 1" ALUMINUM
1" 5. POST TO BE MADE OF
F.8. 318.14 1" GALVANIZED STEEL
1.5" (SEE DETAIL)
3" 6" 6. SIGNAGE PER A.D.A.
FTP - &G REQUIREMENTS
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
HANDICAP PARKING SIGN DETAIL
N.T.S.
FINISHED
GROUND~
~-
1 "DROP
NEW BLDG.
-. -
SS
D.H.W.L 0 47.25
PROP. RETENTION AREA
SOD BOTTOM 0 45.50
S.H.W.T. 0 45.50
NO. 57 ROCK WRAPPED
W/AAMOVO 45/45 FILTER
FABRIC. NO UMESTONE
ALLOWED.
CONSTRUCT 106 LF-6" PVC S1DEDRAIN INSIDE
#57 COARSE AGGREGATE WRAPPED
W/AAMOVO 45/45 FILTER FABRIC.
SIDEDRAIN FILTER MEDIA REQUIREMENTS:
A.) WASHED MATERIAL MEETING FOOT ROAD lie BRIDGE
SPEOFlCATIONS FOR S1UCA SAND AND QUARTZ
GRAVELS OR MIXTURES THEREOF ( LESS THAN
1 PERCENT SILT, CLAY AND ORGANIC MATTER
UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE
TO RETAIN THE SILT, CLAY AND ORGANIC MATTER
~G~~G~W: ~L Wgt X~LX~&pCT~~~~~S11TUTE.
B.) UNIFORM COEFFICIENT 1.5 OR GREATER
C.) EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55
MIWMETERS IN DIAMETER.
SDEDRAIN DETAIL
NTS
6' MAX.
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
-r- " or ,~ ",' v/'v'
t. v"), /~,,<..'Y,v"
15/."v.,vv.-
to 'y~,<>( '<,.,-'<,/,)<
18- <;~v><y~~;~,
,(''<,/ '." 'v 'y '"
-F ~ ,/v ,. ','
, .('v'v'./y"'vY')(.-,/."v..:.<...)"'yV';","
, ..><-::",Y'; Y;<"''''~'<'''Y;)--V\r~''' -
'" v ",/ " V V '0,' .~ v ,/ v'
'<v''<.-y ,<;<;><../,.><)~>< '\; ",<'
'. < 'vv'<>'v'<';>~Y:,>/v'Xv"()' "~:'-< ,:
'y~ '(,.>',,;..-' .>\><> '.,)~', ''-:, <:;'/').:>:,
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WIHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER LIP OF
THE BARRICADE.
OPTIONAL
POST
POSITION
PRINCIPAL POST
POSITION, CANTED
20' TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
SL T BARRIER DET AL
N.T.S.
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2%
PLACE CONC.
SLAB/WALK
4" BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
SOD
NEW BLDG.
NOTES:
1. PROVIDE 5'.5'.4.
THICK CONC. SlAB
o ALL EMERGENCY EXITS.
2. CONFORM TO N3CNE
DETAIL fOR PlACING
WALKS AT THE BLOGS.
GROUND PREPARATION
A TALL BlILDINGS
N.T.S.
GALVANIZED METAL
SIGN POST WITH 3/8"
HOLES DRILLED
ON ," CENTERS
,....
'.'.;;.~
, ~
~ ,4: ~
:' v. .:3000
, " 1
,- !
.;.....,:: ~-;r
::.::~...~
~
PSI CONC.
N.T.S.
SIGN POST DETAIL
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
18" MIN. VERTlCAL CLEARANCE
I
ill
GRADE
~ ~ --.. "-"iO'-~''''-~ ., -'<icr,,-.lfl" I
W~~M~RAI~ D.I.P. IS USED IN PLACE OF P.V.C.
FOR A MIN. OF 10' EACH WAY
+ FROM <t OF WATER MAIN WHEN
THE VERT1CAl ClEARANCE BETWEEN
I WATER a: SEWER IoWNS IS 18" OR LESS.
18" OR MORE VERT1CAl CL I
~##.kw&w#~
P.V.C. OR V.C.P. "InTI:'.
SAN. SEWER GRAVIlY IoWN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMIITED.
GRADE
- .':;gr--
. .
lD~
~WATERMAlN "':::Ii
+
10' MIN.
HORIZONTAL CLEARANC:;$-I
STORM SEWER +
OR SAN. SEWER
GRAV11Y MAIN
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
N.T.S.
CURB
CURB
FLUSH CURB
RAMP DETAIL
N.T.S.
HANDICAP RAMP DET AL
N.T.S.
.. Z ~~
J 0 00
- cou
l- . .
~ ~~
... 'lIfZ
I- 'lIf~
~ -A.
0 .....'"
1'40
A. !::Z
'^ -
Z x~
~ .::z:
... \/l ~ "'u
I- ~UI
~~
co'"
. 1'4U1
tn. .z
.. ""..
~ 'lIf....
'lIf-
l- .
Z ~~
1'4.
.... .....UI
t -
z
0
~
-
.~ >
Z
....
0
.. . ""
\:I ~
Z UlII\
- !::II\
Z ::).....
",,,,,
Z ""
,
~ ~.
.. :0
A. D:-
~D:
Q ",0
....
Z 0'"
~ Z '
.m
.. ....~
UI.
. ~~
.. ~D:
- .....
>
- o~
u ~u
I NES Comm.: 0346 I
I prawn By: B,J.V. I
Checked By: H.G.
Issue Date: 09/23/03
Revisions:
No. Date Descri tion
/ /
CI)
....I
-
c:(
tu
c
~
CI)
....I
-
>
-
(..)
c:::
w
I-
Z
w
(.)
...J
<C
(.)
-
C
w
::E
3:
w
-
>
W
~
<C
...J
.
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAll. ~1i. THe PRO?ERlY OF THE
ENGINEER, AND SI-W.l NOT BE REPRODUCED, ?\JBlJSf'&) ~ LS~ IN IN( WAY WlWOUT
THE CONSENT OF THE ENGINEER. - ~COPYRIGHT '2003' NOT PUa!JSHED
1/ 1--." ,c}~B~:~l zoo~
01- -- ..,- ,
CHONG M.~~SrP:i.';_4!!~
COPIES OF THESE . ARC:. Nor VAUO UNLE..,~
EMBOSSED WITH THE SIGI':lII>lG _F-:"qINEER'S SEAL
C5.1
1. There sho.ll be 0. 112'
seo.l Joint between
bo.ck
5' l' of curb o.ncl clrivewo.y.
r-::---ll r-- 1-1/2'R 2. Concrete in curbs sho.ll
#3 Bo.r ~I I v be 3000. psi, w!th fiber
C t ,. . ' , - . J . Mesh reinforcing.
on. ... - ' . ' . . . ('w'eo.rlng
/' - .
~~:::~: ~ Surfo.ce
~/ : :~II: . -
/"./ . -. , '
/ ~ '-7A..."/>>' : :~ i:~: KXX.X~
~~~ / .
~~ I'
~'>> I
~':<
~.".._-" - ,
~ - _ cOMpo.ctecl Subg:o.~e_ , '
::<~- .' - " -,
~,
"
l' 0. t All
Drives
-
<o::t
........
-(.~...... -
,~" '~':"., , <o::t
" : ' : :- ~ . : : . ~: . : ' . , _' i--
~' /. /. - :.- ' : . - : ' ' : . ' : - ' :.- . . . - "-^/
/" ---.. .0.. - .
~ "- ~_._,::.:~.:::::^:::::. :::~ -
- I - -' " v ,. -.' d'
,,- " - , '4 -' .' "-'
/" - , . - . - -..: - . . -. :':~:
~f.'6',_"" - ,,' ,.' , _-' _i~'. :' " - - -
~~, . . - -'-
~~~~~:;:~)/
/'\./ /.... / /,
NOTES:
I 'w' eo.ring
I _ Surfo.ce
xxx
Bo.se
MODIFIED
CURB
#3 Bo.r, 10' Long,
36' D.C.
Bo.se
PIN
DO\JELLED
CURB
/
Plug
Concrete Po.cl 4'
Thick x 1'-6' Sq.
6' or 8'- 118 Bencl
Plug
(See Note)
Sewer Mo.in
CLEANDUT DET AIL
N.T.S.
, , ~
,,\",
,~ :~ \. .
~
0-
<D
N
o
......
N
~
o
o
N
m
N
OJ
~
"0
~
co
Q)
o
--
<D
~
(")
o
--
III
t5
Q)
'Q'
....
0-
o
<(
()
o
:;
<(
(")
o
o
~
X
~ l' Drop o.t
All Drives
-
<o::t
........
......
r 'w'eo.ring
Surfo.ce
xxxx
314 'R
Q~,._...,,:-.~:
- v :p::-::~:.::p--: ::..-:-::~::~:~: _
0" 0 y.'- -- .- -- -- - 0-1'"_- " _0 -'. f'.
Y _ ~jj~j:}~?~~<:jj~~~:j~:j~:~:- _L Bo.se
" - 6' . ~ 0' . -12' - . . - 0 . -12' 0 ' _- 1- - -' -'
/.'/ _A .' I.. . .~ . - , L COMpo.ctecl_
~/;X//.\>'~~~~~o/,-
/~Y^YA
V ALLEY
GUTTER
CURB
r- 1-3/4'R
9' 9'/
3/4'R '\.I;:-Vl. ~. r'w'eo.ring
. , ........ Surfo.ce
// -.- - ......
./" :~:::o:o - L
- Y, :::::::/>: : : : o:t - - . -t - rv"- ^" X X X x
::: > / <~:::::::~::. :;'/~4' ~jRr - { -
. /' - , - ..:J )..J - \D
"-'>- t\-~' :(:::'~:::~?~::<i::::~:: Bo.se
dr, _ - - --.: ~ : -_- 0: : 0._
0.~0'.-_._-,~
/...(1 0 'COMpo.ctecl Subgro.cle
MEDIAN
CURB
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
4/'/02
REI)IlA... BY
Novo
aECKED BY
....J.s.
N'f>. ~H~ BY
DATE
1/92
INDEX NO.
101
2 []f' 2
R.... Not.
R.G.
TYPICAL CURB
CROSS SECTIONS
REV.
DATE
~l1ON
-
(\j
........
Ll~ 9 5/8' -I
~/////@
I
r-- 10
11---- 9
5/8'
7/8'
-
..
-
<o::t
........
(Y)
(Y)
~- 13 ~~2'
-
CLEANDUT PLUG DETAIL
N.T.S.
NDTEI
Cleo.nout plug to be
U.S. F ounclry 7621
or equo.l.
REV. DATE
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
REDR~"'N BY ST ANDARD 1l/~j~95
aECKED BY CLEAN OUT INDEX In
"'.J.S. (SOonltOory> 304
N'f>. N'PRIJVED BY 1 IF 1
T.C.J.
DESCRIPTION
FDOT Type S-3 Asph. Cone. pOotch
to be 2' Min. thickness or MOo tch
existing for thickness In excess
~r c'
POotCh~1
T +2' (B' Min. 1- ReplOoce BOoS+---!
COMpOocted / I
............... I
1'---,(,///////////
'. '~~':..:~-::~: :~~.:~" .:00_ .o~-:-> ~-'o': :~::o'~:_(.::.~.::'.- :~,_.:.~~~o,~ ~T ;/___:":::__ o~ ,_0:'-:
.....' '.' 0':_ __.," ,_ 0 0 :_0
ReplOoceMent
bOose MOo terlOo1/
shOoll be '-::
Oopproved by
the EnQlneer _ 6' 12'
per City Article
22
4' Min.
Monolithic SlOob
I f this point
Is within 4'
of Oon
existing
Joint, then
~
/ the Jolnt.~
ResurfOoce full
~dth of street on
lonQltudlnOol
/ InstOollOo tlons
3,000 psi
Fiber Mesh
~ncrete
: '<I' -- --
I
..
.
.'!' .
."r.: ..:
~
_.. :. 0 .
''V/-
vr/
/ Existing Concrete
"'Y'undlsturbed Exist
BOose
>(%%%
%
'\%
~
y,1Y;>-",W
,"<
'W
Trench
'WIdth
VOorles
T=Thlckness
of orlglnOol
BOose
'W
Trench
'WIdth
VOorles
.A. ~ Undisturbed
~~~e~~lte~o >Ia.
T=6' until 'W
exceeds 6', then
T=B'
1B'
Min.
1B'
Min.
12'
6'-
Trench
~dlsturbed Trench Side
COMpOocted ./ i--" . ..r
BOockflll ~ [J ~
~ ~
~ ~
:-.; :-.;
ASPHALT STREET AND
DRIVE~AY REPLACEMENT
REQUIRED FOR UTILITY
CONSTRUCTION
CONCRETE REPLACEMENT
REQUIRED FOR UTILITY
CONSTRUCTION
1 4/4/2002
R... Notee;
R...oY8 Sheet 2 of 2
DESCRlPllON
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
REI)RA'" BY STREET AND DRIVE'WAY
Novo
CHECKED BY REPLACEMENT FOR
G.L.B. CONCRETE ll. ASPHAL TIC
N'f>. ~~ BY CONCRETE SURF ACES
1 llF 1
GLB.
DATE
7/92
INDEX NO.
104
REV. DATE
BLDV/DFF DET AIL
n.t.s.
'w'o. ter
Vo.lve Box
%
~
'w'o. ter Mo.in
4' D.l.
4' Go.te Vo.lV~
SLIP
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
REV.
DATE
REDRA'" BY
B.V.D.
CHECKED BY
G.C.H.
N'f>. DESIGNED BY
A.S.B.
DATE
09/16/99
INDEX NO.
404
1 OF 1
BLO'WOFF
DET AIL
DESCRIPTION
Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace as Part of Sidewalk Ramp.
\ Modified and Valley Gutter Curbs
join exist back of curb
/f 12" ............. Textured Surface
1 " L..---" Max Slop e .....-:::::..-.
~.-"1 . . ,. ..-. .-.-~.:, - -. --. ...
U:~:ft' ~:~~rZ;~~: -~~P'~~~'i~: ~~i~t-' \ :::o;in~o o~nsawcut
~ ~,-'"
~ #'. (1)
~e('o tf'tfj. i.~~"" 3' Transition
~((j . '\( -<$'tf' 'V
<?o ....'5 ~..~ r,.-- ./'
~1 ~-><6' /. ~ I
A do ~y.-- A I Back of Curb
t /lJ I~ - I . Non-slip surface requlre-
~<<',; .1 ments see Note B.
-:;vI
/ / ~
/ -g
i;::
NOTE: Wings only if
Side SlODIIIl Reaulre.
\
/ P,ooe," / 0,0, W, Une
8
t
o
c:
o
u
Q)
.0
>
o
:::E
PLAN VIEW
,
~ Cone. Sidewalk
I
SECTION A-A
NOTES:
1. Provide tooled joints at distances matching the width. Also
place expansion joints at driveways.
2. If some physical obstruction exists which prevents lthe plocing
of sidewalks os shown, contact the Engineering Division fo.-
alternate locotlon.
3. Wooden and other spacers wOI not be permitted In sldewolks 0.-
driveways.
4. No coatings of any kind will be permitted on concr,ete .
sidewalks 0.- driveways without specific opproval of the City
Engineer.
5. All concrete sholl be 3000 psi min. 0 28 doys, with fiber
mesh relnfo.-clng.
6. Concrete surface to be light broom finish.
7. Concrete driveway construction sholl be 6" thick w 6x6/10xl0
welded wire mesh reinfo.-cement.
Remove Curb if Existing
Exist Cone Drive
l Max Slope ~1"
l I ~
t -----. :~:. . - - -. --- ,,-- ;-1 I,: ,;: . 0 ~. .-- - .' 0-1
4~/2" Exp. JOint/': ~:';';::-':-o~~,~-:'j/ t:;-:.;..:.:t~:-~.:<:;. ~ 1/2" Exp. Joint
l
t4"
12"
1" L----" Max Slope
TYPICAL DRIVEWAY CROSS SECTION
E.o
e 5
.....u
.~ ~o
::::!:::::!: 0-
0_0
nl~
It
4' Min Residential Street .1' City R/W,
5' Min Arterial Street 2' County R/W
1/4" per Foot
~:.~_~ - .:: ~ ~-:'..:.~"<.~ .:: .-;t- - r;"
r-.J
.. -- - '.-
- ._ .0-
.. -:. :-, -..,.,,--..
Back of Curb
3000 psi cone 4" thick. Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh. See note 7.
SECTION 8-8
8. Romps sholl hove a tacUe surface, textured to 0 depth not
exceeding 1/8" by use of tamp 0.- roller In conformonce with
requirements of FOOT Roadwoy and Traffic Design Standords,
Detan 304 0.- most recent modlflcotlons.
J 4/9/02 R.... Not.
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
R.G.
2 1/95 odded note
REDRA'" BY
J.C.J.
CHECKED BY
T.C.J.
N'P. DESIGNED BY
C.M.I-l.
.D~TE
1/93
tlDEX NO.
109
lOF3
1 11/93 modllled curt> cut
REV. DATE ~l1ON
JlWl
Stop Less Check .
MUELLER H14350 with Lock ~ing o.nd
COMpression inlet or o.pproved equo.l
Threo.ded Corpora. tion
MUELLER H15008
or a.pproved equo.l
( TAP AT 450 ANGLE
So.ddle required on
4' P.V.C. only
So.ddle sho.ll ha. ve double
sto.inless steel stro.ps
with epoxy coo. ted
ductile iron body.
Stop
),
~
....
00-
'~ \Jnter
Service Tubing
Driscopipe 5100 or Endot/Y o.rdley
Blue Jet} SDR 9} 3408 Polyethyl~e
~o. ter Mo.in
CHLDRINA TIDN TAP
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.4INISTRATION
ENGINEERING
W BI7/95
REV. DATE
REDRA'" BY
B.V.D.
CHECKED BY
G.C.H.
N'f>. DESIGNED BY
G,C.H.
DATE
06/25/91
INDEX NO.
408
1 DF 2
G.C.H.
CHLORINA TlON TAP
DESCRlPllON
...
~
~
... tI}
rn.
.w
III
.....
z ~t
o 00
- CO\l
... . .
.A ~~
~ ~Z
... ~~
~ -A.
O .... '"
I'4Q
Do !:: z
'^ -
Z )it
~ ~:z:
~ u. \I
L.. ~....
r- ~....
co:
· ~z
... M..
~...
~ ~~
... ~t
Z 1"4.
III .... ....
t -
Z
o
~
-
>
Z
III
. 0
M
" ~
Z .... 1ft
- !:: 1ft
Z ::>....
Z ~:
~ .... ~
... t:: Q
Do c=-
....c=
Q "'9
Z Qu.
.A Z ~
~ ~ei
... .......
....~
. ~~
... ~ c=
> ~~
- o~
\J ~\I
I NES Comm.: 0346 I
I Drawn By: B.J.V. I
I Checked By: H,G. I
Issue Date: 09/23/03
Revisions:
No. Date Descri tion
/ /
CI)
...J
-
<C
I-
w
C
w
I-
-
CI)
...J
-
>
-
(..)
0::
w
I-
Z
w
(.)
...I
<t
(.)
-
C
w
~
~
W
-
>
W
~
<t
....I
THIS DRAWING IS AN INSTRUMENT OF SERVir.;:: ANU S:-tA1..1. REM,\l\'l '!ME PROPERlY OF THE
ENGINEER AND SHALl NOT BE REPRODUCED, pi JBLlSI-!ED OR u~ IN ANY WAY WITHOUT
THE CONSENT OF THE ENGINEER. <Dcn?Y!lI~;W-, ~3 ~lOT PUBUIjtiED
C5.2
;/1 _ /~~ :FEB1' 1200~
~ONG M. J~~.t"il45903
COPIES OF THESE PbANs ARE NOT VA'JD UNlClS
EMBOSSED WITH ~. ,SI~NP ENGII~:::tR.'S SE~
, ..
'..
--:::;.."::-~-::'-=-"'::.-='"'::.."'::..-
MOUNT CONTROL PANEL ON /:;.~~- -~~~,
HINGE SIDE OF ACCESS COVER 'l>:/ '\~,
FOR OPERA TOR SAFETY f '\
~ ~
'l T] \\
'l ~ __ \~.
II ~ @ t\ ^' \\
o ''9<'.({'' 0 I':: U '\ \
J~ -- J'h~ \L
" ~, "
I, 0 , /I
\ n @ o=::a- ~'
t -===- I':: ( [ ]; I
\\ 0 -_ <<-Y II
\':J II
" II
" . ~
" ~
" //
'~~ /)/
~, //
" ~
~::::-.:::-~_ __~~/o
-.::::-=-=-=.::.::--
;/(;-;: ,- --
((J~ _ ')
~ LIDIC" I
Ir~~ :
I UR~.JJ IIR
'i'V!
\ ~-j~
../
~
L
18"
DISCHARGE
CENTER
LINE
~
I r.:':
mm
t
26" X 36" X 18"
COMPOSITE VALVE BOX
H-10 TRAFFIC RATED
17" X 30" LID
(BY PUMP SUPPLIER)
ISOLA 1l0N VALVE AND TRUE UNIONS
ALLOW FUTURE REPLACEMENT OF VALVES AND FITTINGS
PLAN
MOUNTING POST AND SERVICE DISCONNECT
W/L1GHTNING ARRESTOR PER LOCAL CODE f4'
(BY ELECTRICAL CONTRACTOR) I...:V
S
"', I'---
"0
~.:' 0
.......
..
...: .
~.:/
V FL DEP-CONTROL PANEL
GENERATOR RECEPTACLE
(2) GAS-llGHT SEAL OFFS
AND JUNCTION BOX
(BY PUMP SUPPLIER)
ALUMINUM TOP W/ 24" X 36" LOCKABLE HATCH
S/S HINGES AND HARDWARE 300 PSF LOADING
.....'.....
......~.~.
.. 0
'~;"m
i& ."
. :'/
(6) HOOK S/S CABLE HOLDER
2" VENT
3/16" S/S LIFT CHAIN
/ /, S/S UPPER GUIDE RAIL BRACKET
/ / S/S GUIDE RAILS
~< ,: (,~;i\
L~ 1
\ DISCHARGE
\:"1 I I \ J --, 2" DIA
V INTEGRAL BOTTOM SLOPES TO WET WELL
- L1NK-SEAL4J> (TYPICAL) FOR PUMP DISCHARGE
~ (2) L DIA. SCH 80 P.V.C. DISCHARGE PIPES
/ / EB/I'~A QDC SYSTEM - PUMPS MOUNTED ON QUICK
DIS~ONNECT SLIDE RAIL SYSTEM TO ALLOW EASY
PUMP REMOVAL AND TO PREVENT ENTRY INTO
"CONFINED" SPACE AS DEFINED BY OSHA
/ ~ FIBERGLASS REINFORCED POLYESTER
/ MONOLITHIC DESIGN WET WELL ~STM D 3753
(BY PUMP SUPPLlER)1
/
/ / FILLET (FIELD INSTALLED) 0
I ~~ t7J~ (;-~;. ANn FL::::~::G:ALLAST AS REQUIRED
iUS At!: -X:~:i. " (FIELD INSTALLED) 0
SECTION . ~~>:;:~~.;.:..';.: STATION DEPTH = CONCRETE = 4,000 LBS/YD
~i,,' 6 FT = 1.5 YDS (6,000 LBS)
8 FT = 2,0 YDS (8.000 LBS)
10 FT = 2.5 YDS (10,000 LBS)
12 FT = 3.0 YDS (12,000 LBS)
2" BYPASS CONFORMS
TO 64-604.4(2)(A)F.A.C.
CD I ;::'"
=
\:2) 2" CONDUITS
(1) FLOATS tV
(1) PUMPS '-' ~t
\ . - -...
2" BRASS VALVES
SEWAGE SERVICE DESIGN
2" WEDGE G/V OPENS 100%
2" FULL OPEN SWING c/v
TOP ENTRY CLEAN-OUT PORT
TOP EL.
49.25
.. #:
:..~
~
~
EL.
43,10
HIGH LEVEL ALARM
4 to
3 f /
~t~
i====
EL.
43.4
INLET (FIELD LOCATE)
42,70
LAG PUMP ON
9.55'
EL.
EL.
42.20
LEAD PUMP ON
41.10
PUMP OFF
EL.
~:::
.'. ~ ....
..'-.....
BOTTOM EL. 39.70
..
48" 1.0.
..
WITH
48" DUPLEX
SLIDE RAIL
PANEL
2"
STATION
SYSTEM, V.B.
PIPING
F.D.E.P.
AND
TSC PRE-FAB PUMP SOLUTIONS@
MODEL
TSC2-40.1.dwg @
REV 2002
(T)
o
o
ru
N
......
""
o
(T)
N
4. MOUNTING POST, SERVICE DISCONNECT AND LIGHTING ARRESTOR PER LOCAL CODE
3. CONCRETE BALLAST AS REQUIRED
2. GROUT FILLET (1 TO 1 SLOPE TO "HOPPER" BOTTOM)
1. HOSE BIBB WITH REDUCED PRESSURE BACK FLOW PREVENTER
FIELD INSTALL BY CONTRACTOR
u
w
o
W
:::l
I-
Dl
3:
=
......
I
o
""
I
N
U
(f)
I-
Z
CJ
I--<
f-
<(
I-
(f)
l-
LL
I--<
....J
-
lD
'<;f
(T)
o
-
(f)
.....,
u
W
.~
o
c...
0..
o
<(
u
o
.....,
:::l
<(
(T)
o
o
N
-
~-----
GENERAL NOTES
FURNISH AND INSTALL EBARA SUBMERSIBLE PUMPS:
DESIGN CONDITION:
MODEL
GPM
VOLTAGE
DISCHARGE
50 DGF 3
60
208/230 OR 460
5
10
SINGLE OR THREE
4-3/16"
HP
FT /TDH
PHASE
IMPELLER
2"
SEWAGE PUMP: 1. RATED FOR TWENTY (20) STARTS PER HOUR.
2. AIR FILLED MOTOR DESIGNED FOR SEWAGE APPLICATION WITH CLASS F INSULATION.
3. DUAL MECHANICAL SHAFT SEALS (SILICON CARBIDE / SILICON CARBIDE)
LOCATED OUT OF THE PUMPAGE, IN A SEPARATE OIL FILLED CHAMBER.
4. HIGH TEMPERATURE BALL BEARINGS B-10 RATING OF 60,000 HOURS,
UPPER BEARING - SINGLE ROW AND LOWER BEARINGS - DOUBLE ROW TYPE.
5. PUMP SHAFT HORSEPOWER (BHP) SHALL NOT EXCEED MOTOR RATED HORSEPOWER
THROUGHOUT THE ENTIRE OPERATING RANGE OF THE PUMP PERFORMANCE CURVE.
6. SINGLE PHASE MOTORS SHALL BE DUAL WOUND, CAPACITOR START-RUN AND
CAPABLE OF OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE
(190 TO 260). THREE PHASE M6TORS SHALL BE DUAL WOUND AND CAPABLE OF
OPERATING ON 208/230 VOLT WITH A 10% TOLERANCE VOLTAGE (190 TO 260)
OR OPERATE ON 460 VOLT BY CHANGING THE MOTOR LEADS INSIDE THE PUMP.
FIBERGLASS WET WELL: SHALL BE A ONE PIECE UNIT WITH INTEGRAL BOTTOM, WALL
AND UPPER FLANGE. THE ENTIRE FIBERGLASS WET WELL SHALL HAVE A DYNAMIC
LOAD RATING OF 16,000 FT /LBS. EACH UNIT MUST BE SERIAL NUMBERED TO
IDENTIFY THE TEST PROCEDURE. ASTM 0 3753 SPECIFICATIONS SHALL BE
REQUIRED AS MINIMUM.
ALUMINUM HATCH: TSC MODEL-54R (54") ROUND WITH 24" X 36" LOCKABLE HATCH,
REINFORCED FOR LOAD RATING OF 300 LBS/FT WITH HOLD OPEN SAFETY ARM,
LOCKING DEVICE FOR HASP TYPE PADLOCK AND STAINLESS STEEL HARDWARE.
VALVE BOX: FIBERGLASS COMPOSITE (H-10 TRAFFIC RATED) WITH INTEGRAL BOTTOM.
(FOR 1 1/4" AND 2" DISCHARGE PIPING SXS HEADER SYSTEM)
SHALL BE 26" X 36" X 18" WITH 17" X 30" LIMITED ACCESS LID
ACCESSORIES: #304 S/S - GUIDE RAILS, UPPER GUIDE RAIL BRACKETS, CABLE
HOLDER, ANCHOR BOLTS AND PUMP LIFTING CHAINS.
VALVES : SHALL BE SEWAGE SERVICE DESIGN BRASS SWING CHECK VALVES WITH
TOP ENTRY CLEAN-OUT PORT AND BRASS WEDGE GATE VALVES OPEN 100%.
2" SCHEDULE 80 PVC.
PIPING:
FLOAT SWITCHES: UL LISTED SJ ELECTRO MODEL (SJ 30 SWENO).
PUMP SUPPLIER SHALL PROVIDE SUBMERSIBLE PUMPS, SLIDE RAIL ASSEMBLIES,
CONTROL PANEL, JUNCTION BOX, FLOAT SWITCHES, ALUMINUM H/\TCH AND
ACCESSORIES TO INSURE PROPER OPERATION AND WARRANTY.
THE COMPLETE PACKAGE PUMPING STATION SHALL HAVE PUMP BASES,
SLIDE RAIL ASSEMBLIES AND DISCHARGE PIPING ASSEMBLED BY
TECHNICAL SALES CORPORATION READY TO SHIP FOR FIELD INSTALLATION.
THE STOCKING DISTRIBUTOR FOR EBARA SUBMERSIBLE PUMPS:
TECHNICAL SALES CORPORATION, 4621 N. HALE AVE TAMPA, FL 3-.5614 (813)876-9256
EBARA 50 DGF 3, 5 HP Synchronous Speed: 3600 RPM
Single and Three Phase 1 -1/4 or 2 Inch Discharge
Design flow: 60 GPM @ 10 TDH/FT
160
150
140
130
120
110
g 100
." 90
l 80
'6 70
~ 60
50
40
30
20
10
o
I 62mm
(6-J/8") I
5/tp FlILL 010\.
146m
m (5-J/4) I
5/tp TRI
=:-- lJ7mm (5':'J~) ,~DIA.
J/tp r:u
l..J.. 010\.
== 12Jmm (4-7/8") J
/tp 7'R/Af ~
=1-- 107mm (4-J/16") J
Hp 7'R/Af _ I
010\.
GRINDER f=
- r--
"
-r-
o 10 20 30 40 50 60 70 80 90 1 00
Capacity US GPM
PUMP PERFORMANCE CURVE
CONTROL PANEL -SHALL CONFORM TO FL DEP 64-604.42(A)
CONTROL PANEL SHALL BE TSC MODEL # 38-0 IN NEMA 4X
FIBERGLASS ENCLOSURE. THE PANEL SHALL MEET STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP), ENVIRONMENTAL
PROTECTION COMMISSION (EPC) AND LOCAL CODE REQUIREMENTS
GOVERNING PRIVATE LIFT STATIONS.
FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED
AND INTRINSICALLY SAFE. ALL COMPONENTS SHALL BE UL LISTED.
A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS
BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS
ENTRY INTO CONTROL PANEL.
ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT
WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES.
THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT
SETTLING OR TIPPING.
~CONTROL
r----
v/
AL~
'----
,-
A
V I
AH~ :
I
L_
PRESS--- I"-
TO ~
SILENCE l:
v
PANEL
LAYOUT
ORB CCB MB1 MB2
~~~~
GR
4CD
)
_v
MCB
r-..
ECB
r-..
"
o
SF1
9
ETM1
"-
~~
S~ SEAL FAIL @
o INDICATOR
LIGHTS ""-
ETM2
f"-
~ INTERLOCK
~
r- ALARM AND RUN LIGHTS
'\ HOA r POWER LIGHT
\ ~ / r (4) FLOAT LIGHTS
1 tlf I::,. r- LEAD/LAG I([]I
I I"', SELECTOR CCD
\ 0000
\ DR(GFI)
"- ALTERNATOR TEST
L_,.-J
,........,
'-..../
r-""'"
I~ ~ ~ ~ 6 6 6 61
QfT uW> lAG HIGH
II 12 13 AlARII
14
FUl.o.T TERMINAl. STR~
NEMA 4X ---=------- ill I ~! II ill I ~ 1
1 2 X 1 2 X 6 -------.... R W B TH~...... R W B TH~~
FI BERGLASS PUMP 1 TERIIINoIL sEAi. PUIoIP2 TERIoIINoIL SEAl
JUNCTION BOX ~GRD PROBE ~GRD PROBE
W/ALUMINUM SUB
PANEL AND (5)
TERMINAL STRIPS
SHOWN OPEN
FOR CLARITY
AH
AL
ASB
ATS
CCB
DR
ORB
ECB
ETM
F
FL
FS
CDGR
GRD
HOA
LA
MB
MCB
MS
N
OL'S
0PM
PTS
R
RC
RD
RL
RTS
SC
SF
SR
@SP
TTS
SINGLE PHASE WIRING DIAGRAM
U-RED
@sPf<Sr ~
2JOV ~
,g I ~
JW ,
V-WHITE Y-BLACK
IoIBl MS 1 Ol'S SPMt
I ~ ::::::=[}E PUMP 1
CAPACITORS AND
RELAYS ARE
PANEL MOUNTED
CD
ECB
/T'o
~A
~g
IoIB2 1015 2 Ol'S SPM2
I ;J; :::::::::DtI ~."
VII
00J
~
C) CONNECTION POINT "A"
THREE PHASE WIRING DIAGRAM
U-RED V-WHITE
@sp~~ ,
IICB
23fN 0 ~,
3g I '" I
4W I r--. 0
~III
CD,,~-ti '
0dTI
........
W-BLACK
MBl
/T'o
~ a H a-x...--
~
~S 1 01.'5
a . a""'l..,-e PUW'l
f . a-x...--
IoIB2
/T'o
~ ~ n a-x...--
n a: :~ PUL4P2
IoIS 2 Ol'S
N
r
r) CONNECTION POINT "A"
I
Fl CCB I ORB
~o----L-...'r---
DR
00
I PII/VII
1 8
Erll
THERllAl. 1 TIS
B9 BID
Ol'S MS 1
ETll
I
I I
THERllAl. 2 (> TIS
B13 B14
OL'S MS
R2
F 2
........... ^ SEAL PROBE 1
Bll BI2
14
IA
F 3
13
R3
........... ^ SEAl PROBE 2
B15 B16
R2 SEAl FAIL I
13 14
,PlI,
R
~PlI~
R
, ,
@
MOISTURE 1 I I
MOISTURE 2 I I
I
1 1 1
11 2 4 5 6J DUPLEX
CONTROLLER
8 9 10 11 12
JlU~
SEAl FAIL 2
IA
I 9
R3
t 9
FR 4
B7 T' BII
o HIGI' AlAAIol
FR L..o
B5 r- B6
OWl/BOTH
FR 2
B3 6~4
FR I
Bl . r- B2
OOr!
Fl
r-o
At
, /
SEPARATE CONDUITS
REQUIRED BY NEC
(1) FLOAT CONTROL CABLES
(1) PUMP POWER CABLES
L-~PUMPS_
~
-
A2
/
,
RI
Aft
AJ .D...
5 8
Rl
~B
!----O
I
2 ~
RI
3 " 1
-FLOATS
____ FURNISH (2) CONDUITS
TO WETWELL 2" MIN
DIAGRAM
LEGEND
ALARM HORN
ALARM LIGHT
ALARM SILENCE BUTTON
ALTERNATOR TEST SWITCH
CONTROL CIRCUIT BREAKER
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE BREAKER
EMERGENCY CIRCUIT BREAKER
ELAPSED TIME METER
FUSE
FLASHER
FLOAT SWITCH (REGULATOR)
GENERATOR RECEPTACLE
GROUND
HAND-OFF -AUTOMATIC SELECTOR
LIGHTNING ARRESTOR
MOTOR BREAKER
MAIN CIRCUIT BREAKER
MOTOR STARTER
NEUTRAL
OVERLOAD HEATERS
PHASE MONITOR
PUMP TERMINAL STRIP
RELAY
RUN CAPACITOR
DISCHARGE RESISTOR
PUMP RUN INDICATORS
REGULATOR TERMINAL STRIP
START CAPACITOR
SEAL FAIL
START RELAY
SURGE PROTECTOR
THERMAL TERMINAL STRIP
PANEL
WIRING
PANELS SHALL CONFORM TO FLORIDA DEP 64-604.400
G) GENERATOR RECEPTACLE FOR EMERGENCY
POWER CONNECTION WITH INTERLOCK
@ SURGE PROTECTION AND LIGHTNING
PROTECTION ON ALL INCOMING LEGS
Q) PHASE PROTECTION SHALL BE PROVIDED
@ SEAL FAIL DETECTING
PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP.
EBARA DUPLEX GRINDER PUMP STATION
FIBERGLASS WET WELL
o
o
TECHNICAL SALES
CORPORATION
TSC PRE-FAB PUMP SOLUTIONSl'O
WATERWORKS & WASTEWATER SPECIALTIES
Representing Innovotive MonUfocturers
MODEL TSC2 -40.1 <0
4621 N. HALE AVENUE PH (813)876-9256
TAMPA, FL 33614 FAX (813)874-1194
EMAIL: Sales@TSCTampa.com
REV 0102 SCALE: N.T.S.
..
J
Q
... tIl
tn.
...---
o
.q-
I
N
U
U)
I-
".,bJ
..
-.J
W
Z
<{
0.--
0.--
W
o
LL
o
z
<{
X
o
OJ
"
Z ~t
o 00
- CO\l
... I .
~ ~"
~ ~Z
... ~ ii
~ -A.
O .... '^
~a
A. b!
Z Xt
~ ~%
~ ... \I
... 0. 1M
~I-
CO:
· ':4z
.. Moo
~..
~ ~~
... t:: t
z ~ I
III .... 1M
~ -
Z
o
~
-
>
Z
III
. ~
~ 0.
Z 1M 11\
- I: 11\
Z :)....
z ~:
~ I-~
.. ::I a
A. ~-
I-~
Q '^g
Z a'"
~ z ..
~ ~ei
.. .. I-
...~
. ~~
.. d~
>- ~~
- 0:
\J ~\I
--~-
w
>
-.J
<{
>
I NES Comm.: 0346 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
I Issue Date: 09/23/03 I
Revisions:
No. Date Descri tion
:2
w
I-
U)
>-
U)
i'-- '-- SAFETY DOOR
ALUMINUM INNER
DOOR REINFORCED
ON ALL SIDES
L_~
~V,(2) SHOP POURED GAS
'-' TIGHT SEALS 1 -1/4"
APPLETON TO PREVENT
r'-'1 SEWER GAS ENTRY
INTO PANEL
-.J
<{
0::::
W
o
-.J
U)
I
l-
S
C)
Z
0.--
0.--
/ /
~
~
N
0::
w
I-
z:
w
(.)
-I
<C
(.)
-
C
w
:E
~
w
-
>
W
~
<C
-I
o I
z
o
I-
<(
I-
If)
X
W
-.J
0.--
=>
o
....
-
<C
I-
w
C
Z
o
-
I-
<C
I-
eI)
l-
LL.
-
....
CXJ
.q-
..... ...
't"". """!--_
THIS DRAWING IS AN INSTRUMENT OF SERVICE, ,';tl%!" ': ~Pl lliE PROPEfllY Of THE
ENGINEER. AND SI-W..L NOT BE REPRODUCED. :'iJ OR USED IN NJY WAY WITHOUT
THE CONSENT OF THE ENGI?NEER..~' k'....-'~ ~tW..;: .NOT PUBUSHED
~ '.~"~' "~~.c:B I 1200L
,~ ~~, "c~,~ ~' , _' .,
, :. ./,~ '''.. ' I,",~ ,:' .
LS 1 . 1
CHONG M. JAYNEs, P.r:. #45~C3
COPIES OF llHESE PLANS A~E NCr V~JO Ut-USS
EMBOSSED WITH llHE SIGNlt-lG [N@ltlJI':; ::)E.4L
........
---------------------
2
ll..
~
(")
......
(")
~
~
o
o
N
--
o
......
N
OJ
~
"'C!
Q)
:t::
en
~
Q)
z
--
<D
~
(")
o
--
III
t5
Q)
'0'
....
ll..
o
<(
()
o
-
:J
<(
(")
o
;:>
N
--
X
---
--------
------
[ I
1'1
! !
\
\
\
\
1
\\
Ii
I'
Ii
II'
I
III
II
.I
I
I
.,' CllIlll
Llr~K ~ ~ NCl
I
I
,,'
'-..
f
<,'
/'
~/'
'-"'h~"
\
\
"
" ",
(Lc~---
I,"~ 1'111,: I
I'/.\'f:,![ 'il
1.' ;.
,';i,
..-
,"-
"
//
/
"..
/^"
..,.r
,.'
\
\
"', /""
"." ,.,//
..../
.' //
/
//
,.<"'"
/"
.~ //
"...../
\
\
'/
//~ r'
'/""
"
,/
"./
."
,../'"
./
E"
"",
.,<-
,/
,
QTY CODE COMMON NAME BOTANICAL NAME SIZE & SPACING
18 BC BALD CYPRESS TAXODIUM DISTICHUM 10' HIGH, 2-1/2" CAL.
8 0 LIVE OAK QUERCUS VIRGINIANA 10' HIGH, 2-1/2" CAL.
8 L L1GUSTRUM TREES L1GUSTRUM LUCIDUM 8'x8', 2" ~AL.
8 DH DAHOON HOLLY ILEX CASSINE 10' HIGH, 2-1/2" CAL.
2 C CRAPE MYRTLE LAGERSTROEMIA INDICA 8' HIGH, 2" CAL.
4 M MAGNOLIA MA~Ol~1 GRA~J1IFLORA 10' HIGH, 2-1/2" CAL.
D. B NCHA D
28 P PODOCARPUS PODOCARPUS MACROPHYLLUS 28"x10", 18" O.C., 3 GAL.
1248 TJN DWF. JASMINE TRACHELOSPERMUM ASIATICUM 6"x 12", 1 GALLON, 18" O.C.
777 VS ~BURNUM SUSPENSUM SUSPENSUM ~BURNUM 3 GAL., 30" O.C., 18"x15"
90 VA VARIGATED ARBORICOLA SCHEFFLERA ARBORICOLA 16"x16", 1 GALLON, 3' O.C.
1t,(INt.11 t.
86 IH INDIAN HAWTHORN RAPHLOLEPIS INDICA 14"x14", 24" O.C., 3 GAL.
300 F FERN NEPHROLEPIS 1S"x10", 24" O.C., 1 GAL.
143 WA WHITE DWF. AZALEA RHODODENDRON 14"x14", 24" O.C., 3 GAL.
224 RA RED RUFFLE AZALEA RHODODENDRON RED RUFFLE 14"x14", 24" O.C., 3 GAL.
158 SA SALMON AZALEA RHODODENDRON Due DE ROHON 14"x14", 24" O.C., 3 GAL.
2 JA LAKEVIEW JASMINE TREE MURRAYA PANICULATA 4' x2', 7 GAL.
250 SC PINK AZALEA SOUTHERN CHARM RHODODENDRON 3 GAL., 16"x16", 30" O.C.
TBD SOD FLORITAM GRASS FLORITAM
/
\
\
'/
~.; .
<"
.....
..;//
'~/)' '
./ ~/
-',;/
.:,-::y"/
./ ,~, ".
..;~/;/
.- ..-
./;.' ,
/';/;/
.;;;/:;/';
/' .'/
..--'//
///'
.-;:;::/:.,
//./;/' ~/F
. ,:-?;:"/
""- /
,/,.-:;.'
. <.;.::/
//
/' ~~.'
\
\
.. .'
------~
.....--
." ,.~/.;;
/--:,.:-' .
,';'
/?'
/:-.' /
.<.-:/ ,
/::::~/
..,~.
->/ ./'
/-;:..</ F
;:;;':/
Y/;::><~:/
'". :.1
" '/-:--
::;'::~
,,/ J-;/
/.;~-::/
/:,/.:",,/ 11~IT sn,1UOI_ U:CFfIU
<Y -...-- ______________________n_________ -- ---------- ---- -- _ -- ------- ------ -- ----
/~.../
~/ (!)10" [)UJOr[S NJ 0/\1< 11;:FE -- :.~Ii[" li\Jl)IU\IH)
~-~f,' 1 U" l)1]~Ol LS 1\ fJNJ;1 1 i~f~L ::':;1.7L If.JlJIC/,! LU
NOTE:
IN THE AREAS WHERE EXISTING TREES ARE TO BE PRESERVED
LEAVE AN OPEN / UNDISTURBED AREA AROUND THE BASE
OF THE TREE (MULCH ONLY).
/-
,\ ()" Dr NO r r.S (\ CArin:) II ()r~ T[-(I- r --- ~;llL I "J[-lle;\ 1 I]J
Cab" 1)["i'Jor lS /\ H /1'1' 11,'1 L -- SIZE I if U I Cf\ ! I [)
iAl (i" [Jlt-.IOII '; I ,J ''Ie/Ii (1\IJ U/I 1 I-~ I_I ',1/1: I i~ I) I C'\ r f D
, I
^ n.nl: LflJj[UfJ "IVJJr'J" I~; ? il,:UI'W:') tA(l\:jlJlnl-j
/1' !\f30\/111 IF_ C!;;OlJi.jU FI<OIv1 1 iM~ilJI f~Uf\JI<,
"[ I;:II)IE" I~; ,) 1 I?UtW'; kll;\~;LJI.:ru <1' 1\I3Chl I1II
GrWUhlU FI~Ut'I!1 k1/\lr'J I F\IHW
...
J Z ~t
0 00
- cou
l- I .
. ~u
" "IItZ
I- "IIt~
~ -A.
0 ,..,'"
MO
A. ez
'^ -
Z xt
. .::t
... \Ii ~ "'u
I- ~III
~...
co:
. ,:,z
tA. .. ""..
. "IIt-l
"IIt;(
I- t:t
Z MI
1&1 ,..,11I
t -
z
0
~
".WJ -
>
Z
1&1
. 0
.. ""
\:I ~
Z 11I11\
- !:II\
Z :;),..,
",,,,,
Z ""
..
. ....
.. 1:0
A. c=-
...C=
0 ",0
-I
Z 0'"
. z ..
.m
.. -I'"
III.
. ~:l
.. ~c=
- ....
>
- O~
\J ~u
I NES Comm.: 0346 I
I Drawn By: B.J,V, I
I Checked By: H.G. I
Issue Date: 09/23/03
Revisions:
No. Dote Descri tion
/
/
z
<C
...J
D..
w
t-
-
CI)
w
D..
<C
(..)
CI)
C
z
<C
-I
c:::
w
I-
:z
w
(..)
...J
<(
(..)
-
C
w
:E
~
w
-
>
W
~
<(
...J
SCALE: 1ft=30'
30
30
60
o
15
LANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33781
17271544-0445
FAX17271541-5027
L 1.1
r
."""'l
HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED.
TREE PROTECTION AND PRESERVATION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS. DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS.
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER.
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
IRRIGATION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY HOSE BIBB.
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
~ ~
,...
,"'Ill
IRRIGA TION NOTES (CONTINUEDJ
lf~~~ ~ ~G=D~(UJ[85 ~[LL%~lf~~~ [Q)~lf L%~[L~
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER: 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING. SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT /
ENGINEER.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
3" Minimum Mulch
3" Soil Saucer
Remove Container
From Rootball
Planting Soil Mixture
Existing Soil
SHRUB PLANTING DETAIL
N,T.S.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
CROWN SPREAD
5:
Cl
[;J
J:
I
CONCRETE CURBING
ASPHALT PAVEMENT
ROAD BPSE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEPSON.
XERISCAPING
For Cabbage Palm Installation:
Trim All Fronds at TIme
of Digging and Planting
For Washington Palm Installation:
Leave Inside row of fronds
Tie up with biodegradable twine
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
.....
.c
01
'ij
J:
~
c:
2
I-
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
.....
o
1II
C3
4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SAR'r FOR THE CONTINUED. SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPLJG PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
. ,I','
.',',. ,
'.
, .
For Cabbage Palms:
All Trunks to be Smooth and
All Burn Marks Brushed Away
For Washington Palms:
Leave all boots on trunk
2 Layers Burlap Pad at
Support Contact - No
Nails In tree Wood
Wire Tie
2" x 4" Brace (Yellow Pine)
Space Three at 120' Typical
Remove after one growing season.
2" x 4' Stake (Yellow Pine)
Three Feet Long
Remove after one growing season.
Saucer Rim
Finish Grade
3" Minimum Mulch
Raotball, lS" Minimum
Radius From Trunk
Washed-In and Tamped
Planting Soil Mixture
Existing Soil
PALM STAKING & PLANTING DET AIL
N.T.S.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
6' - 8'
1" X 4" Horizontal Wood
Members or
Approved Substitute
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
4'
2" x 2"
Vertical
Wood Stakes
Barriers Placed at Protective Radius
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
213rd's drlpllne for hardwoods IS'mlnl
full drlpllne for pines (S'mln)
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
TREE BARRICADE DETAIL
N.T.S.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
.....
, \ " ..'
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White S~rveyor's Tagging
Tape. 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree ang
Set At A 45'Angle With 3- # 68
Duckbill Anchors Or Equal
Mound To Form Saucer
3" Minimum Mulch Layer
Remove Burial' From
Around Top Of Ball
Planting Soil Mixture
TREE STAKING & PLANTING DETAIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPREAD
5:
Cl
[;J
J:
I
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEPSON.
Remove Dead and Injured
Twigs. Trim No Leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Swrveyor's Tagging
Tape, 6 Length
.3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree ang
Set At A 45'Angle With 3- # 68
Duckbill Anchors Or Equal
Remove after one growing season.
Mound To Form Saucer
3" Minimum Mulch Layer
Remove Burial' From
Around Top Of Ball
Planting Soil Mixture
TREE STAKING & PLANTING DETAIL
N.T.S.
lf~~~ [85L%~~~~L%[Q)~ [Q)~lf L%~[L~
I
I
I
I
I I
I
ii
I
I I
I I
I I.
I.
I
HARDWOODS
A : 3'x2"x2"
B 12"
C 4'-5'
o 1"x2"
C I
2/3 D. I' I
np me ~
Full Dripl ine
RBBON BARRIER
..
PROTECTIVE BARRIER DETAIL
N.T.S.
PINES
I
I
I
I
I....
I
Full Dripline
..
WOOD FENCE
r
I ..
'"
J
1_ tii
tn.
"
.~
..
"
Z ~t
o 00
- CO '"
I- I .
~ ~"
~ ..Z
I- "2
~ -Co
O too. V\
1"40
Do t:: z
'^ -
Z xt
. ~:I:
~ w. '"
L.. ~ UI
r- ~I-
CO~
· ':4z
... M..
.-ill .....
~ ..~
I- ~t
Z 1"4 I
III too. UI
~ -
Z
o
Eli
>
Z
III
. 0
M
~ ~
Z UI 11\
- t: 11\
Z :) too.
Z ~~
. I- ~
... :9
Do ~ ~
Q t: 9
Z ow.
~z"
~ ~ ei
"'1-
UI~
. ~~
.... ... ~
Iii '" ~
> .... UI
- 0...
\I ~ '"
I NES Camm.: 0346 I
I Drawn By: B.J,V, I
I Checked By: H,G, I
Issue Date: 09/23/03
Revisions:
No. Date Descri tion
/ /
z
o
-
I-
<C
(.)
-
LL.
-
(.)
W
c..
(I)
oes
(I)
-I
-
i!
w
c
w
c..
<C
(.)
(I)
C
Z
<C
-I
0:::
w
I-
Z
w
(..)
....I
<C
(..)
-
C
w
:E
;:
w
-
>
W
~
<C
....I
THIS DRAWING IS AN INSTRUMENT OF SElMet AND ~~'li ~~:~E PROPERlY OF THE
ENGINEER, AND SHAll NOT BE REPRODUCED.' P.tiBLlSftED OR lf~ IN.,ANY WAY WITHOUT
nU~en ~ 71,,-:~~7B :~ ;;O~
1[">,> .~.' .
CHONG M. JA,,~t?,~:~.#4.59G3 ---.:.:
COPIES OF THESE PlANS ARE NOT VAlID UNLLSS
Et.4BOSSED WITH THE SI~Nj~,G' t%It'IEIOR'S SE,A,L
l1.2
\
.../
-
.-'/ ~- .
.....
--/'/--
"
,: .
.- ,
"
NORTH LINE OF OF THE SOUTHEAST (114) OF THE NORTHEAST (114) OF SECTION 21 29 15
N89-00' 46''W
33.00'
fY
~
,,~
r=l"
,-,(J\
, ~
0'
0\0
.~
If)-
1'0
~o
(I) rl;}co Ya
co. '\ '0 ~t9.
~ co. 19
..
P,D,C,
NORTHEAST CORNER
OF THE S,'W.(1I4) OF THE N,E.(1I4)
OF SECTION 21-29-15
;JY
~~
~
"....
co.
..
I
fY
fY
.fY
~
f7
yS'
'\9
P,D,B,
66,0'
ASP IALT
PAV MENT
~.
:":.l.\Hji.,.. .
, "~~t~;;~.
" '
o
(Y)
\I
..
~
W
-.J
<[
U
(I)
o
30
60
r-lr~.....~'''''---''''''''''''''''''''i
15
LEGEND.
FCM 3'x3'
(NO ID)
1..'b \
36' ~ 36' ~.
rl;} 2.1
~59.81'(D&. )
,
---~
,/ ~ '0~
'.
w
::> TREE SYMBOL LEGEND
Z
W @10' DENOTES AN OAK TREE - SIZE INDICA TED
>
<[ *10'
DENOTES A PALM TREE SIZE INDICA TED
W
.-J ~6' DENOTES A CAMPHOR TREE - SIZE INDICA TED
I-
~
>- @6' DENOTES A BAY TREE - SIZE INDICA TED
:L
(.;iJ6' DENOTES A JACARANDA TREE - SIZE INDICATED
A TREE LABELED 'T'WIN' IS 2 TRUNKS MEASURED
4' ABOVE THE GROUND FRlJi>1 1 MAIN TRUNK,
'TRIPLE' IS 3 TRUNKS ME(\SURED 4' ABOVE THE
GROUND FROM 1 MAIN TRUNK
CO~
~
~
rl;)~
0)'
~
*
20' '- ~
-.1WW
_N~
Ul" 0)
>WN
,0) ,
Ul~"'"
N~d
..vV
~
48@&{\
5'
@
)
/
//
(2)24'
@ 1.$
1~
.-----
/.....".\
( 12'
l2'@
\ 10 ~
\
~ '-19
~
/.~
, \ "
10'~ .10 \
(2)6' ~10' ')
31.1~~(6' I
iX'
20'
*q1
'/~
,\,(/\g)B~~ "
;25'~.
, ......"'.. 12'10\ II\.)
6@ 5@/ '. '<)I'
:' S' ~3 ' /
c,1.. ~ ~6' '----'
IS'
* -,,,,,,~.
ttz-~~~\
\,(~ ~Jll~~TW\N
~V
6'
@
(2)6'@
@5'
----
4B.53
4S.95
~
CONC.
MEDIAN
6' 4'
.@@.
ASPHALT
PAVEMENT
7'
5'
~5'
"
~/~~~0~
~ /S ...j v
;\ (i'_ \ \>'
, <?- X-- "t\
~~ ...j'\:
(7 ~ <<;
'v~
RIM EL. =48.21
STORM MANHOLE
COULD NOT OPEN
r'1
l>
(I)
-i
r
t-t
z
r'1
0
"TJ
-i
I
r'1
(I)
~
"
.......
........
~
'-'
0
"TJ
-i
I
r'1
Z
M
"
.......
........
~
'-'
0
"TJ
(I)
r'1
n
-i
t-t
0
Z
ru
....... ."" ,',
I
ru
\0
I
.......
U1
------
47.75.
47.72
/
= CONCRETE BLOCK STUCCO
= CONCRETE
= AIR CONDITIONER
= SET CAPPED IRON ROD LB 7240
= SET PARKER KALoN NAIL ~ DISK
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= CHORD BEARING
= OFFICIAL RECORDS BOOK
= LICENSED BUSINESS
= IDENTIFICATION
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIEL D
= RADIAL
= CALCULATED
= RADIUS
c ARC DISTANCE
= CHORD DISTANCE
= roUND
= ELEVATION
C,B,S.
CoNC.
AlC
SCIR
SPKND
FCM
FIR
FCIR
CB
ORB
LB
lD
PG
PD
<P)
<H)
(0
(R)
<C)
R
A
C.ID.
FNU
F;:L
Y
24.44 = DENOTES EDGE OF PAVEMENT
24.44 = DENOTES TOP OF CURB
LF.F,EL= LOWEST FINISH FLOOR ELEVATION
~ = DENOTES LIGHT POLE
o = DENOTES WOOD PoW'ER POLE
q = DENOTES SIGN
oHW' = DENOTES OVERHEAD WIRES
W'PP = W'OOD POW'ER POLE
WV = WATER VALVE
= DENOTES GROUND ELEVATIONS
(
LEGAL DESCRIPTIONI
A PARCEL OF LAN!) LYING IN THE SOUTHEAST (1/4) OF TilE NORTHEAST (1/4) OF SECTION 21.
TO'WNSHIP 29 snu'l H, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY
DESCRIBED AS F 01 LO'WSI
COMMENCING ATHIE NORTHEAST CORNER OF THE SOUTHEAST (114) OF THE NORTHEAST (1/4)
OF SECTION 21. T[J'WNSHIP 29 SOUTH, RANGE 15 EAST, PlI-JELLAS COUNTY, FLORIDA) THENCE NORTH
89-00'46' 'WEST, ALONG THE NORTH LINE OF THE SOUTHEAST (114) OF THE NORTHEAST (1/4) OF,
SAID SECTION 21. A DISTANCE OF 33.00 FEET} THENCE SOUTH 00-16'19' 'WEST, ALONG THE 'WEST'
RIGHT -OF -'WAY LINE OF MYRTLE AVENUE, A DISTANCE OF 175.00 FEET TO THE POINT OF BEGINNING}
THENCE CONTINUE SOUTH 00-16'19' 'WEST, A DISTANCE OF 31.91 FEET TO THE POINT OF CURVATURE
OF A CIRCULAR CURVE CONCAVE TO THE NORTH'WEST, HAVING A RADIUS OF 187.20 FEET} HiENCE
ALONG THE ARC Dr SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 183.62 FEET, A CHORp I
BEARING OF SOUTH 28-22'19' 'WEST, A CHORD DISTANCE OF 176,35 FEET TO THE POINT OF. I
TANGENCY} THENCE SOUTH 56-28'117' 'WEST, A DISTANCE OF 351.50 FEET} THENCE NORTH 12-22'46'
'WEST, A DISTANCE OF 365.57 FE!::T) THENCE NORTH Or54'52' 'WEST, A DISTANCE OF 32.38 FEET J
THENCE SOUTH 89.00'46' EAST, A DlST ANCE OF 459.87 FEET TO THE POINT OF BEGINNING.
CONT AINING 2.590 ACRES MORE OR LESS,
~ \ :
I . .
NOTES.
1. BEARINGS SHO'WN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST (114) OF,
THE NORTHEAST (1/4) OF SECTION 21, TO'WNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS
COUNTY, FLORIDA, HAVING A BEARING OF NORTH 89-00'46' 'WEST,
2, ELEVATIONS Slm'WN HEREON ARE BASED ON N.G.Y.O. DATUM OF 1929 MEAN SEA LEVEL = 0,00.
3, BENCHAMARK - PINELLAS COUNTY BENCHMARK MAP No, 124B, BRASS DISK IN CONCRETE INLET,
STAMPED 355. ELEVATION = 48,62.
4. THE SURVEY SHO'WN 'WAS PERFORMED 'WITHOUT THE BENEFIT OF A TITLE COMMITMENT,
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHO'WN ON THIS SURVEY,
5. UNDERGROUND [MPROVEMENTS (FOOTERS), NOT LOCATED,
6, FLOOD ZONE I~IFORMA TIONI
COMMUNITY PANEL NO,I 125096 0007 D
FLOOD ZONE' ZONE AE (EL.1D
REVISED MAP DATE. AUGUST 19, 1991
TREE
I
INVENTOR~
f$L E I N 8x ! ST AUB SURVE~i'[Q)U ~,A R Y SCALE. FIELD BOOKI
MEDCDM FACILITI l'=3Q' 99146
PROFESSIONAL I SURVEYORS AND MAPPERS T 0 P 0 G R A P 1-1 tC'ELD VORK. SEPTEMBER". 2003 DRA'w'N BY. PAGESI
BAK 54-66
8016 OLD COUNTY ROAD No. 54
09/17/03 CHECKED BY.
FORI NEVI PORT RICHEY ~ FLORIDA 34653 S U R V E Y BRUCE A. KLEIN, PSH No. 5052 XXX
ROGERS BEACH DEVELOPEMENT OFFICEI 727-834-8140 FAX' 727-834-8150 FLORIDA REGISTERED SURVEYOR
P.O. BOX 676 tlJT VALID ..ITIOlT WE SIGNt\Trnr. AND ORIr.Uw.. R^lSED SEI\L JOB No.' SHEET No.1
CRYSTAL BEACH~ FLORIDA 34681 LB 6928 Of A fLORIM LICENSED SrnVEYOR AND HN'PER 030121.2 1 OF 1
BY.
DATE.
NOI
REVISIONS
3L/~
---/:/.-
---- / ./'-
DATE.
,-
\
~~19
--.lWW
_f\)~
U\- 00
~Wf\)
~OO ~
U\~,....
f\)~d
..vV
~
-u
o
-z.
rI
\
\
~
(/)
\~
]>
z
^
12"
46.2 *
47.4
No.
TREE SYMBOL LEGEND
@1O' DENOTES AN OAK TREE - SIZE INDICA TED
*10' DENOTES A PALM TREE - SIZE INDICA TED
D.6" DENOTES A CAMPHOR TREE - SIZE INDICA TED
@6" DENOTES A BAY TREE - SIZE INDICA TED
~6' DENOTES A JACARANDA TREE - SIZE INDICATED
A TREE LABELED 'T\JIN' IS 2 TRUNKS MEASURED
4' ABOVE THE GROUND FROM 1 MAIN TRUNK,
'TRIPLE' IS 3 TRUNKS MEASURED 4' ABOVE THE
GROUND FROM 1 MAIN TRUNK
- -------,--
~oRTH LINE OF OF THE SOUTHEAST (114) OF THE NORTHEAST 0/4) OF SECTION 21-29-15
N89-00'46'\J
33,00'
~
~
,,~
~..
'V(J\
~ ......
o~
0\0
. ......
If)_
/,0
......0
(I) ~co "'t9
co" ~ro ~&
~ co" (9
~
p.o,e,
NORTHEAST CORNER
OF THE S.\J.(1I4) OF THE N.E.(1I4)
OF SECTION 21-29-15
f7
~~
~
~'\.
co"
~
f7
flY
fY
~
;7
P,O,B.
66,0'
ASP ALT
PA V MENT
w
:::>
z
w
>
<I:
W
-I
.-
~
>-
L
FCM 3'x3'
(NO ID)
36'~ 36'
...cory
7 459.81'(D8.M)
..~
co. ~~
co'
~
~~
OJ'
~
/\,,'P
..
co~
~
OJ~
..
S89.00'46'E
5"
~
4S@
12"T'w'IN
@
@
S"
*
20"
5"
@7'
B"
~
S'~
20"
SCIR
5/8 '
12"-16"
30"~
(2)24"
@
7"
@
10"
(~
4"-S"
14' 14"
@@
2G@
(3)10"
@
12"
12"@
co~
~
10"
(2)6" ~10"
~ 6"
12" :\
~I
f7
~
" 6"
. ~
~
oq-
14" tri
~(J\
IB"TRIPLE 14"
@
20"
20"@!J
~
12"@
:Y
B"~2~"
5" 5"
~ 5"
4"
12" S"
~
B"
~
(2)7"
@
9"
12'r.@
.'"@ 9'
4"
S"r&I
\lSP~ S"
6"~ 7"
5"-r ~
~O"
12"@
14"
~
16"
20"
~> (j)
---.... ~14"
4S,53
4B.95
~
ASPHALT
PA VEMENT
14" IS"
.
12" 20"
~20"
*
*16"
6@
5"
~
12"
~
6"
~
(2)6'~
~5"
23.7'
6" 4"
.~@.
~
CoNC.
FoUNDA TIoN
L.F.F.EL.=49.67
2B"@
23,7'
B"
~6"
w
......
......
~
12~]I
~5"
12"
~
11"
14"
24@J@
6"
6(gi)
14"
IS"
*
5" S"
S" ~
@ ~12"T'w'IN
,
10"
@~ 20"
~]I *
6"
10" ~~6"
@~S"
9"~ ~ S"
20'
*
~'9'
.~
S" '9'&
r ~ S"-lS" ~
~~S"
'\I'. 10" ~
~.9 6"
---.... 6"
@12"
*12"
30"@
12"
~6"
~~
-
~
~
cr:
~
7"-12"
~S"
22"
· S"-]I
5"-7"
~
7"
~
5"
~S"
]I
I
7"-7"
10"
*
5 "4iJ..23"
" ~15"
6 @ 20" ~
12"
7" ~
(!)
12~ '9'&
(!1 ~l
12" "'-
IB"
*
12'
"\11"
13"T'w'IN 10"
~ (i!) ~5"
12"
12"@
4"@
B@ 16"
*
20"
I~
~
14"
*
W
CT'
~'9' > <J'
''9' U\
--.l
10"
~
~
'9"
~20"
7"
~
12"~
· 4"
.
36"
~
10~ 1@ *B"
~* 5"
@
~
47.S
5"
~~5"
B" 5"
~
30"
@
12"
~
~
9" 7" 12"
@8!)12"
6" ~6"
@
~
/'T'J
]>
(I)
--l
r
.......
z
/'T'J
D
'I
-l
I
/'T'J
(I)
~
S".o. 10"
IC>'@
16"
*
16* ~
RAILROAD
SIGN
48@
~
S"-7'-10"
~
@B"
4B.4 .
"
......
"-
~
'V
47.6
20*
~
16"
*
D
'I
-l
I
/'T'J
Z
/'T'J
"
......
"-
~
'V
~
~-\ ~
~ /~ <,,~\J
:,\/~ --J V
\.<i'. \ ~
I ~ <0-~
~~ --J~
~~<;
\,..-t>'
RIM EL. =48,21
STORM MANHOLE
COULD NOT OPEN
D
'I
(I)
/'T'J
n
--l
.......
D
Z
I\)
......
I
I\)
\0
I
......
Ul
20"
@
47.6
'w'PP0
SCIR 5/
~
47.75
---4
MEDCDM
~L E I N
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NE\N PORT RICHEY ~ FLORIDA 34653
oFFICEI 727-834-8140 FAXI 727-834-8150
LB 6928
SURVE~~)U ~,A R Y
TDPDGRAP
SURvEY
H . ~CIELD 'WORK, SEPTEMBER 09, 2003
I ""t 0.111103
BRUCE A. KLEIN, PSM No, 5052
FLORIDA REGISTERED SURVEYOR
..:JT VALID VlnWT THE SIGNATURE AND ORIGINAL RAISED SEAl.
[If' 1\ FLORIDA LICENSED SlRVEYlIR AND IW'PER
1 OF 1
8x
STAUB
FACILITI
REVISIONS
FORI
ROGERS BEACH DEVELoPEMENT
P.O. BOX 676
CRYSTAL BEACH~ FLORIDA 34681
BY.
,}":(ti~t~
I.:.. I,
o
("')
II
..
......
W
-.J
<[
U
(I)
o
I
30
I
15
60
I
LEGENDI
I
C,B,S.
CoNC.
AlC
SCIR
SPKND
FCM
FIR
FCIR
CB
ORB
LB
ID
PG
PB
(P)
(M)
(F)
(R)
(C)
R
A
CHD.
FND
f;L.
Y
= CONCRETE BLOCK STUCCO
= CONCRETE
= AIR CONDITIONER
= SET CAPPED IRON ROD LB 7240
= SET PARKER KALoN NAIL L DISK
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= CHORD BEARING
= OFFICIAL RECORDS BOOK
= LICENSED BUSINESS
= IDENTIFICATION
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
= RADIUS
= ARC DISTANCE
= CHORD DISTANCE
= FOUND
= ELEVATION
= DENOTES GROUND ELEVATIONS
24.44 = DENOTES EDGE OF PAVEMENT
24.44 = DENOTES TOP OF CURB
L.F.F.EL.= Lo'w'EST FINISH FLOOR ELEVATION
~ = DENOTES LIGHT POLE
o = DENOTES 'w'oOD Po'w'ER POLE
~ = DENOTES SIGN
OH'w' = DENOTES OVERHEAD ~IRES
'w'PP = 'w'OOD POWER POLE
'w'V = 'w' A TER VALVE
(
LEGAL DESCRIPTIoNI
A PARCEL OF L.AND LYING IN THE SOUTHEAST (1/4) OF THE NORTHEAST (114) OF SECTION 21,
To\JNSHIP 29 S flUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY
DESCRIBED AS F oLLo\JSI
COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST (1/4) OF THE NORTHEAST (1/4)
OF SECTION 21, To\JNSHIP 29 SOUTH, RANGE 15 EAST, PINEL LAS COUNTY, FLORIDA) THENCE NORTH
89-00'46' \JEST, ALONG THE NORTH LINE OF THE SOUTHEAST (114) OF THE NORTHEAST (114) OF
SAID SECTION 21. A DISTANCE OF 33.00 FEET) THENCE SOUTH 00-16'19' \JEST, ALONG THE \JEST
RIGHT-oF-\JAY LINE OF MYRTLE AVENUE, A DISTANCE OF 175.00 FEET TO THE POINT OF BEGINNING)
THENCE CONTINUE SOUTH 00.16'19" \JEST, A DISTANCE OF 31.91 FEET TO THE POINT OF CURVATURE
OF A CIRCULAR CURVE CONCAVE TO THE NoRTH\JEST, HAVING A RADIUS OF 187.20 FEET) THENCE
ALONG THE ARC OF SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 183.62 FEET, A CHORD
BEARING OF SOUTH 2W22'19' \JEST, A CHORD DISTANCE OF 176.35 FEET TO THE POINT OF
TANGENCY) THENCE SOUTH 56-28'19' \JEST, A DISTANCE OF 351.50 FEET) THENCE NORTH 12-22'46'
\JEST, A DISTANCE OF 365.57 FEET) THENCE NORTH or54'52' \JEST, A DISTANCE OF 32,38 FEETJ
THENCE SOUTH 89-00'46' EAST, A DISTANCE OF 459.87 FEET TO THE POINT OF BEGINNING,
CoNT AINING 2.5:~0 ACRES MORE OR LESS.
; I,
NoTESI
1. BEARINGS SH[]\JN HEREON ARE BASED ON THE NORTH LINE OF THE SOUTHEAST <1/4) OF,
THE NORTHEt\ST (114) OF SECTION 21, To\JNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS
COUNTY, FLORIDA, HAVING A BEARING OF NORTH 89.00'46' \JEST.
2. ELEVATIONS SHo\JN HEREON ARE BASED ON N.G.V.D. DATUM OF 1929 MEAN SEA LEVEL = 0,00.
3. BENCHAMARK - PINELLAS COUNTY BENCHMARK MAP No. 124B, BRASS DISK IN CONCRETE INLET,
STAMPED 35'5. ELEVATION = 4B,62.
4. THE SURVEY SHo\JN \JAS PERFORMED \JITHoUT THE BENEFIT OF A TITLE COMMITMENT,
THERE MAYBE ADDITIONAL RESTRICTIONS THAT ARE NOT SHo\JN ON THIS SURVEY.
5. UNDERGROUND IMPROVEMENTS (FOOTERS), NOT LOCATED.
6, FLOOD ZONE INFoRMA TIoNI
COMMUNITY PANEL NO.1 125096 0007 D
FLOOD ZoNEI ZONE AE (EL.1D
REVISED MAP DATEI AUGUST 19, 1991
SCALE'
fIELD BOOK.
1'=30'
99146
DRA\JN BY'
PAGES.
BAK
54-66
CHECKED BY'
XXX
030121.2
JOB No..
SHEET No.1
~
1111I
40 YEAR DIMENSIONAL FIBERGLASS SHINGLE ROOF
/
_ _.:... _ _. ]_11_11 U__I ___._1J 1- .IL_.y.____IL IL_ _L_jL. _...J .1\ II I) 11\11 \'1" ,. ___.._._ _' u__. _:. --c-_ ____.____.u - ,. JI 'll -: ,UII \:1' II---:-JI 11111- 111.1 I 11\' ]j ,. nil I J1 /1. jJ IL . 1:=11' ~~.I'...\I II~- II
It~-lH1-11111lJLlll--JJI---c:lc=.IIL-I~n--"'LII~-L~1~-1I.-~LII-_-.l~IL-.-~,[-.L-~l!.L-lIJl-I-IIL-III\ll'\ LII--ILII1'ILlJJ--'I'--'r~I.-11 "', _" J _ __,,, '" - , W - J '" '" "II "I -",,, JJ --,,-J - U" '" '" ,,, J 1 I "I
IILJ!.~}IJrLIIILlj~---L=---~-.:-.\r!::-]----~II-I\,:I.=-~--=-II-::"ll=~I=I::J=II!.I-....:.rI~I~JI::J-II-.llnjl-=-llllhn..!Ir'}llIl]IClllII.l'IL:f..=L=\I!'-I:~ IJIL-Illll. ]1-'\111_ \ ]1/:L1 1~1'1 Illr III .I'II~J-'IJ,lI'\IIIII,:, '/t'l \1\lILllil\[ II" \ILlll\,I' ,\l-lL\lllt--IIJJ'-'1 III1JJ 1IId]'I/J 1111.\11] 'II UI\III!JI:I-IIII1"II~ ill II
II. 11 J II Jill C LIIJ' hi \ __.\_.::lI.'\.IILT-.--dCII-U--I-. L1L ,._ J_U.. ILl 1111 111.1 \ [I. JI-f _ ] II \._ 1_ _[1., , II I. \ -- II 1.11 II -. I I'll , IlL } II II I I 1\ 11'1 II [111111'1 fill' '11' 1 " 1I 1 .~ L1-1 ~ -'-:"- II 1 II -.1 I"l' I J'I\ 11_1
~ _" _ , _," \ '",' ,," I' _ 1.1 J r' I _ _, ,,_ , \,_, _ _" _" . ,,_ '" \ "," ',.] Iy" , _ "" ' II, ","- "'" ,',- ,'/,', U" \ \''-' ~,,," I" _ II' I' II' ,'" ", ," '" I' II' \ I I \ 'I - ,- ", ," ,,', 'I \ - '\ ' - \' '\ "" ,:' ,'"',, '''' I'" \ " ,', ,,,',":' ,\ 1 ' " ' ,-- , ; , , d ,- , ' -," i' U':, ,,'" I d 'C,,' J J J \ - '\" J \' 'I "" ,:' ,',,' I '",', "
1.1,(_",\ I., J. 1"" II'" 1'1'1_ 1__ ._______u_ -,. I \11_~111I \\ III I \ 1,1/\ II I111 ~\ Illli-I..II/11 \1 / ] III ~ ii II II; 11/, I L ~I /i" \'i 1111(1 Iii '11'1 I I 11",\1 II - -" \\ 11\ I I 'J\II 1:/'1 \1' ':/II'i,ll\ I I ,\1,1:/11 \\ 11\ ,\ 11'/1'1 1\11'1 i' 1/, 'I S I' " , /1'1\[ II \111 Ilil I .-' -- - I III" \'/Il]illll' I ~ 1,1/\ Ir ,I'll ----------- (3'-8" X 9'-4")
111(/'IIIIII.lillllllll' .___._________. "II.IIIJ'1111"IJ'\I'IIIIIII'IIII\II')'I\'"'' "" '" ,,'" __ " '" _" '" ,,,-, ",,',",',1',",,", 'i", ",',\,',",,',," - - -- - ",,',,",',1" "
lilt -II ILl 111_\11.1 __~._____._._____._ _ I Il.1 1'11'-1 , _111.11'.1 I Il _ - I _1111'1.-' I'" II. 111_'11'11 i _ - "'), "I' I' \ .\ II \111 I 1'1, I III 1\ I
l'IL1.ll 'lI_-j-I:"]m. __~-=-:-....~----=:--=--=-'1- .I'"fl1'1111I1JIILIIIII.JiLIIII, 1]11 \ ,1.'11.11111' I'll I' I[ I ~ ,. '11'1 I II IJ 1 '1'1' II II 11/11111 - L.- 11 I IJ
" , " \, "UU,,' J" "." __L___ ________ ___,__ ,," ,'J'- , "UJ , J "', ',,',," J'" " "",' ,- ,", ,',' J, I", ,", "" " , " " " " " " , J "," ,'J, ,'~' /'i ',,' "',,,11", ',," :' I, ,', ,', ,: d,,' :' ,,'" ,', ",,' ,I ': ,', JJ" - - r- -- - - ~ - ,,', - ',i" ':''':1 ",' ,""
- -
-tIc pC" \",TJ 1,,1"-" IC: I' ___ _ ,,'f Le" "_,-' i" ,-"" 'to' '''Ir'l','[-J 1'1' _I L_ J " _,,,LJ '_I.1-,:,','"",~ ,/ __ ~,; J,', ,,' ,I' ~J_ - -C' -J " " , ,',',' ,\11 l 11-.111 I ',1 LIh ,-L 1 ~ I -JL --- -. --::...--- .- - ~.- -- ----- -- L~L It':.:lJI 1 '-J~ I I ' -- I ~I~ -' L -
',,' \ ,," '_.; \, "_,,'" ,,-,1,- __ L ~ ~_=_= =_;]___ ,,I T:-JJ ,\' /1, ,1,',-,,';-,' /I~d,d ,-" ,; \'/1, d},T, ,-, 'I,' .1', "?\ I", J V _';" < << ~'J" fi"'" \, J I'-,cd ,'-,"" Ii' ',' ,J I [, \ J' I J c', "" '\ ,II' , r ,J ", 1} J u b = ~ = = =-d - - - \ 1 J _H" '~,' jC-c,' ,u"'1[;-,,;,3,,
'-.u'-=-D~IL+ L.I'L--::J'L'-U-:", _______ _____________ _' '1'I.lI1IJ IJI..I', I(J 11~ICl JI III .1,~lflll-l.I [Lilli \IJll/-,,\I, ~ ~ 1111- '111,1 "I 1,,11,1'1 I \ 111\1111'( ,1),llllld I[ I \ 1111 - IL'III 'IIIIII, 1..1/ h.lJTIUI [-TlIIJIII I
--.:ll r/ ._1':1 r.1 II _11 _q-; --::IT _ --I .~IT ':::1\ J 1'-QLIlT--- --::\j-:1'.]IIJ- '1.1:"1- I I YI-I'[ \ 111,1' 1-\'/ \ I "I'I"~' 1"1 I ,11,-1 ,') IL'I-\ I )1-'[ ~,~IILIILIIL-' II h" j]i1L I.L 1111:111111 I
-'::'1.. [IJ-~I~rTTl-Jl':.IP~]l~'-'I.'L~J--):__:r~-LJ-JI--.J-I-lJ.--]\+l-'ILllllln-LllrJtl-=-I'r:JlI-IL[jr::'JUIJ]Lt::l::J-lIJf-:J IF.,L]II,lllll .III-]"! '\1" II" I ~_J [iL [I, - --' ____l 11 JI [_'111-1 _1 I Jl I j'll
.. If uil _. _,,- "5 U_ T11' _ 'S L -:s.u CIT1 TlJ .il" ~CJ-t lTC/' IL L I',U T C _ ,,,ell 'cc 'T' I _,__u ___ - - -- - -- -- - -1/' ,'-' " "J' \ ,"\, J, i-I' ,",,", ',i \ ,",,",," J" J ' \ )[..11 I Ill' ]"J I II [II I J) _'LlI -iY'--T "luJI II 1111 -I ..I _\'/].11 1 'u I., 'L I _111.111 rJ JUI .-
-'r~'rJ, Sce1, 'IL '. -c'7 J~l J'k \':"=2CJ:i'r:J 1 h.:. 'J 'I, ~,=-'Ir _1 -,Jr"iT J/,'J\c', =.J _ JEr.-, J ,'T'Fl.'"\ ',- L _ --- _u ----- u I ri I , , I' ,',I, ,,( l. 1 l' ,/' d' '1' JJ, I, : ,\' -,,"-,1' ,'- "'II' J\' J l. J JC"" d' '\1' 1 J/ ,1,,\' =,,"-,1' J '-- J r,l, '-, JI LrL -_J ',/J, I' ,'r' ,J1 ,'-'
I[] d'Ir--III~11I~'::I=--~;-d~_1I~j L~=I=-;~LlnLll]"d~-Jli-?;:::-ILl~t..ll"lt1n\lIl~-:-\-:-d~c'~L1 1 LL~121[.!.II~J[) l::J}:[Jll~J~ /1~rI[Jl~ctl~1..\!]L]1 ]11r1' -------- - -- -- - u_ - . - - ---. --- - ---.- - - -- - 1,1"1 1'1 1"111 . J 1 \ 111 I ] 1::.1'" 1)1 II I l-rL] I i. _h IIIL Ih r I LJ.~1111 } 1 11 LLJIU I'l! IIJ 11_111-- J:J .JlIl I~I ~I ::--~ I[ II")}-]J 11 I IJI leJ1 L.~l[~?I,IL'LJllll~:r,-/l::--=--
1'_] I I [j JI_[I _.1':1'.1111 J/l_J.:.II-l-:-:J'.-.:.I--JrJj--II- -I Irll.II_I.llt_llr,- I_n' ._ ____._u~.-.- -- r----- - - ---..--- 111"I'III_I,III\111,111Illl1iJIIIJI11][J[,lIr-1ItIIIL[1IIIll-l\I:U'rll.[I:J.r::f'\~_11rrll.JLII1.-:::'-I-nL_'J 1 L_ClI Il'1 l'o\::_lL=jl'
l~JJI-IIIII'I::.JLI~11 UII-r\LlJII[I-]JI11Il.IIJ"~L-11Ifl-.::.1111IIIJI1111.11l Ill.Jllfl.LI'II'I' 111111111 IlL]\ _,1[11' ._-_-_ _- _ __Ir=-..----- - -.- 111,111-11"'\ III "II,II'ill\III,IIIII'ljl-IId 111111 1111111\ III 11,1,,1'1111'[11,1,1["1 jlLUI III I ,I 1111UIJ LIlLI I::'II-l~JI(I,tI[]llrLJ1J 11111'1-
. .1. I' IJ J 1J II I , I I [] II 11 II I~, "/ h '\J' rn "" '-;='1 I" _" I_I ,J " ", _ 1 "-I I" " J' U L , ___ _ _ _ _ _ _ . _ _ - --- - - , , '"'' " , " I \ I I 11 II l I I I I I I 1 II I' I I \ I I I . II 1 I J - I \ II I I _ I II II 'I I 1 I [ II ] I I
___- I {Lllrl.l'll-L..I--::.I.l'l \JILUII::J:::-L~'--~I-[ll-II"II[-h Ijll_-llll1 \""" ',', ',,','-1,_ ,",',,' ,',' ,","r" J"'\' ,',',' ,'",'-,",',',',' ,'H J'" Ill-II' N1'.--III'I'=I'/1:11::.- '---N N(jLI[II'--=-I'~1..'II-II,Lr-I'IIN--'
_-",, -,e",,',' ,_',",,-,",,-J -'C'J' I JII "J"l',,_'rXL' <e",,' ,J ,_' ,"" ",,_' T '-,'I,"- J",i",,-'T'--' I _ -- - _uu______ - . u__ -- - -- I, ',' ,," J)', I',', JJ' J \ ','''U''J '-, 'r' ," ,)J-1 [-J] 111111"111 1-'1 ],I~nJ 1.I1IL lILLI~J I IIIIIIL-I ITI=-_ Lull 11II1 \:1,1,111 J I_-u IL[IIJ I , rllllllJ.]
" 1 ,,"', J , ',," ,," " ,',", I ',," "JJ , ' ,'-I ,JJ", J, " ,,'" , '\ ' I ",,",' " _ : _ _ _ _ . _ _ - :- _ - -- - - _ " ',",,",,' \ " '-, I \, "" "" J. , ,1'" 'J " n " II ' - f' ' ',,",," ,,' , ' , 1'" " , , "" ",,' 1 , J I ,', ',,",,",,',',' I J,
If "__ _" "" . . " J1 , n 1T'nJ " " " ,'01 'JnmTJT'.. _ : :-____~~~--~.= ~--J ....... ~ .- - - -", :, __ _'" · "_u'" ~.~.. '__ _ _' ""T'T'nTn._ " ~ J1 '- -- - - -- .u ----
TOP OF ROOF
{
\
__ __ ._._.___.__n.
-.-----.----- -.
. I
'" I ,
BEARING
LL
o
o
0:::
LL
o
a..
o
I-
o
.. I-
(Tl'<t I-
..0 :c
I l'J
;.... w
(T) :c
-l
-l
C2
ill
>
o
LLJ
U.
..
(T)!'<t
C\J
I
o
C\J
--'-..,
'J"'":
a_
.
.
11- -
I ~__- - ~~~=~
~ . .--. ~:......
......
......
,~--~ ~
-~--~
1-- --
1----
III =-.-~
..
~
I
.
I
: ~De-- #
_~.~ I
-. 1
-~~-II'
II.. III
nllli
-. .--_. - . . -- . .
II
o
=~. J~[
- .
II -----
I~~~"
11= . .~-.
._.~
--- -
-----
._--
__.0'_'111
~:- -~
11,-- .11
I ..
..
]I
.---.------ ]
. . --
.-'
Ir
SLAB
1-
~ rT'IrT, .
.L-
n"
L-
1-
L-
-
I
...--. 1.- - . -.
1
126'-0'
I
~
\
WOLVERINE VINYL HORIZONTAL LAP SIDING
L WHITE ALUMINUM SINGLE HUNG WINDOWS
I
FRONT
ELEVATION
~I
, '\
l' __JI .11..1 I 1.1.. I I U _ 1\ 11_ ~ _J I L _. _ I I I II II I I I I' . 'I I J 1'1 II 'I I' -- [ I I 'I II I I -, -' .. I I \ I \ II I I l;1 II I I j' - - 11_.....l n. - 1 ~ II. 11 . I [ _\..U. - (- J L ,I.. 111. - . -
1,P-II'1-IL1[lcllll-"cr::-I-JL-lj[,-'.r}I- 1'.L::-JClC.~lll.::L1L_LIJ--II-..--111 'j'j111-II1J11 \11.1 11.:111 I --II" lL I ]1.' 1-=11- 'II - '-11'. 1_11.. II 1 1 11[1 III111j,IL,11-J,.l:' rL ~U=-IIJI=-____ll 1!1l _l[-_']"IL-I =-1--III=lll-,]III.-~lll.lll-1I11
[]-=[IlLJ--.1JLIL-lc:...::-:l:.-=--n::::T~-=-J.:':...'rL-:::n:-'::----:::'-IL-rn:--.L:_.LLU-J 1.-~lIJJ111 J'fl1'lth~I[':-.J1UI~:lJ~-d'~ 11_-'IJ 1\1..1.1 ]'lllIL-'r 1,1, ll-IJ, II ll-JI-1-LI-'IJ.J'1 [!\Jl,',I/lIll'1[[L-",(.-.J1 I. L -U:li..-J__--[Jr::..-lL--- :=.tL-JJ}L _1.._.1 [\._.Ln::t-Jj-ll 1. '{JU-'
L....:.J.l--L.:r:-1 U= ][!C d. '..J ::=-]]--:: ll~-':-::I r:.:- [:01 L u,t . :::::---=I1II~ If=n::---?.J =~] , --::-.1 r=--l.:r-L 1 L:.~III _II[ I LJ --::1/ I[]' I I I' \ \~. \ 1..111- jll1--rI -1 I _ \ r'-\ r -'1 L -11 -ll TL --J I-=-I 11 -J- --I J 11' I I - - 11-, I I I 1" LI IT 'IT - ~ 1 - \ j i--L 1-- I Il1.:JJ 1\ jl, I 1- I /1 II III I lUll LL , 1..11 JJ!L IV =-1.~ :::::IT J I ~- L_-=-r r l1..JI'L-=-- - --=- - U- 1\ ~.:LL__ I =- g_-=n ==- I -. -[I -.1111--111 L.l =lc21.1
___ .__ ----lllrlrl I.JIII1.::/II'1 ~ J1-'-rl jIL-']-'-I'III-ll1 _._ --J11- JI J __:J 1.1 1_ LI 11 [I -. 1'1 . I 11--1 IC 1- \---r- - JI' '1- n---l I'll I] - -11- -[ ::::1.j - -', -t '1--11 I I I I . I 1_ IILl,IL-t]] Ii.. JI-'ILI-LL 11-)L111l---JJ]I.:I.I'-IJ Ir--II1=rr-TT [___Il,\_ILIC1--:11/111 .---.
. " n. 1 " ,,_ C _ e . u _ U _ LC _ ~U _" _ :_ L _, 1 ' 'J" , ' " 1, - ," - ,", I, 'I, 'I ." \ '" J ,," I' I _ - J I' I . '" ", J , I' I - J \' I ' ',",,' - 1-' \ J. \ - '\ JJ U r -J L I "d', I' - ,J, r" - , "-,, - "L - J J I c= -"..,.- - J JJ_ - - J -, I ~ ,- - I U" - U , , " -
I--- '{:f::JT:: Irll]1 JLT1 d.T-r III I 1.::r1 I":::L{=LU r:r-=--~_Ir~[ I~ IJl~s..:u"':\=-LLrl J I-l"H 1[' J IT 1.:.11-- u.1 I .u' TI Itli-=='I' J~ [-I 'U II 'LIIll I \ _I -II _u jll II \:..:1 ,L JllI I _~j] I]' I' l.II I I t I' ~ II 'I I 1'1 JiLl J '[_.I[ ~ 'II LL '\-Lll I l' U..r::II- [ I r1 L 11:- lIl[ [(- J J .1\ ](-=-\I { IT'll]] II II U I L rr =L1.:lL 1.._11 =1.::1-n:I~ I .2=U.ll I~ I lL U:.~ I ~11L } -1.. I Te I ~U-I:P:: /IU 11, II ~I 11\_ [1 .'["','----'
I I ] [jul[ III :: 1lL--::- 1,lj ._ \,,~_I) L.!I\.::-T-.--.1i 1 _ _ .:--.d: -:.=~ I ---::t~ f:T. L_.. 1'-=]' I' =-IP-N' " _ '!]-1 11---:: 11 1]1- _ 'I' J,'I- Ih- -I,ll ~I - I)] l.tl li- I D -. 1 - 1,1 LS'I ~- [I~ 1 'I 1.: - /. I'] I 1 r't'-'l \ 1.._ 1:-' -1'1' - JI - III _11 Jl L 1\' ::-11 1 II .::.I[ :111 -:: Ih \11_ - \..----:.=1 ;J::![\::- [---_1-1--:: ~ LL -:::L "--.:l J .T\ _~1 ---I c_ll---1I1 [ \' I 11
11'_1 n 1..1 LJI~[ -1.1::111 '11_ L r. [ \--=-=-Jl:::n=lJ1 L _ ._U I.J u:.:Jl-.::'-1 I u I .IJ J 11' I '- \ ), II 1 I I [ IT11.J r.1l1l-1 ' ,_'" ' " n_,," = "T,," --'On-,," - ~~: "-J-' JJ- - --' 'U-" "C Cj J '-J '" ""J ,-"1\' lI:' U JU_' Jj Ln JI P ,0; 'JJ 'rrr\'._, U"LJj'I. ~.1"r" ,,- elJ 11.'".1' 1 J~=J" r'I[ II I I I I.,
.11~IJ'L -'b J'~j"-I.JJh lllLIJI1[--IL-.1In' 'I 11 JlILll 11\'_ Jill dLILIJl11P I111 [I n 11- lIlT 1\1,11 11 [11 ll" ._I} I II JIW U_ --- JlJI- I I ~"1 -JIll -- .__-_J1. dL ,1-1\'-JlII Ilr [I::' II,td1 .,1\1 11..-. ',-1/[1 -I)IIJ[\' J_'I\.I.'l':;~-'lil JL::J.IJI. I I~II lIJ1-_LT Ill. JJII Ii' I ~ L" I L 111'-?
1\ .TlIL.111 -If It _L'-II ._ ---LCr'.II--I'-l ~J[11 JI' _-I T lITI III II [U - -- II -.--- 11 1111 II II r III' I I-I \ 1111__[ 11 '11ltJ1 --- 1l.U.lr::J111 flIT-II IJJ11\[ }ll,
IU1'_ICIII\ll:r:::"11111l.J1::11- I" _______. 1-lllllllllli"':ILI~'IIILlnl-'IIJIII-IIII'-II-\IJjIlIIII[ 1-I'U"1l-1l1-1'll _ IIrl-11IWI-1 ,II n'IIIIIl-,'IJlll'l '1,1..1111 111\'\1111111[1111::11-::'1' -------- --' --I nil 11..1_-1'/11 II
1.11_.1 -:;._I_IL y_=(' ___---.----. l[nJI__J'.I__' '_.11'_'-1 'i--I L_LI}__IIII:--- L'l--Y" I '1~_I!'~I-....:..IILI/ 11_1 =1 ( 'I ILl'.' I_I 't ~-l'r .-------. ',11.111 '0j--I- 11[ )~-I
"Ulrll_lll-~rl-=-PJ~I-II 1 _ '\U-1111\_Ll ~11~r \11'L[~-IL11 U,U 1.r:.:,1 ]]'E"II~=-':=--":::~-!-:} -- -'- L.lL !.:.-_..-I_IJL 'llJII rl Ij[IYl-2.Ir.::.U-J1IT/ U_\IIII'I LJ' lI~::Jl1 __ III IU:-I[.,1--111c 11- I
e -\,cd ;:ILY- llr'clr'" _, ,,-, -- r- \'HJlll-b'l " I "I --'12' J -,'tJ\',- 1 J'C " _ _ ,- - - -.. - L" ,'} , "I' I ,," ,( - - I" I" hIIIJJ'1I. - - - CJ l-nri 1- ,-h d
'(i':;L?-=-I]r:lr~~ill~I'i II~]~] I~T ___ tEjttB _- 11.1II'rrr=11~1~~J?=11~\r l~~r ~1]l~l~irl=-]~~I\~rr:~IS~j~ )~-l~~lfi'~:II,~t~-:L\r,I;] 10- =----- tmEfE =~.=-:~-' ~-=I_I~-\~.l"l;lll/\i~? \:riJI_~ill[l!~]'II=~lltl~~d-[_L]t~;J 1~5~~1 _!::J!::JI_!h~1~:J~1 ==== Em --- 1 ~CI~~L~~]~IJI][r~~\~~II~.~:I~[l'lll
,I\~Ir:.~IJI-=-~=::JIJL-FI0 __ l]hlt:J1)lIr~JUnfll-L.1]11Ir/~It:{-[I:::i-r:::dIU?-'~ 1,1f,--,L}-'r1h, jF._d" ---- - - - --- ,,-1-;1-1, ,"1,[1,\- JLI"I cI-n,k~\e .11_",\1,,1 J\l~-lJ~}FrLlDcl" Ij,,-,iI-d[/cJlq,I,,JCll'J''.
_J -i'_', , '~J I c '-Ci' 'I "_" 'J ') ._ ,__ _ ' __ - -CClJ = dl-c ,', '1 J ( = I FLJ .1::JCi[) iJ, ,", -"1 ] ,= I \-1.1-'= L,'I'lll "u' J, - - - ., - u " -1 '( I,", '" ' '-de II "J ,'n", ,u 1,,-1, ", I" ',/ ,,' r n L- \' - - - - - - ---\' ,"_'C I r' r_' r I )J JL ,,"r
I] :[1. 2. JJLp ll_TI~_1 1 'I ~~1~ \.tJ ____._ .~_ lL, t-~.IJI'\ J J} IJL llJr I ~ 1_] l.t"~.:: I II ]I-IJ fIll] lL:,:p I1J I' 0. J] . -. - -- --.--- LI_ -I II III II Ilt I III h_' llLl :LL[-]" [J - -I 1111 I_ILL I 1 1 II ['T ~\-j-l: ..--.-- -~.-- ~ 11 LIIJ .-t..ul J .~} II [1.1 \ 11::.1
U l1.1'-L?n [ _ rr-::JI:) -'.:.r::-~I 'I JJ ' ::I J I -c __ 1 1.':-..r:::r::,L1Lll -r [.llll IS 1 ~-I L I IJJl 1 =LI-.::) :''r:::l!J IT [1_1---:::-. ::'"JrlJ I 1.J=' r [:JJ [I I-I __.__ -. -~ -- ::.; 1 J J \::1 _I I] 'Ill' -L LI I 1 r J d 1/_\ I' II' Lr\:J L.1 .j II j] Ud I] II II=~-L I L --.--. ---- T .I II J] IL-ILUL.:.r: l._'~ II' II. I I [1
"J " , j '" I' , " y_ ,,_ __ __ _ ,__ _ ____ __ " b," '""I '" " I"" ,,-, -"" ,\ _" -, _ - -- - u ,I '" 1 '" '" - "I" , \' -0''' }L I[ rILl -- I I ------- .---------------.-- tl - 1--.)1..:.1.-1 - '1) -1)-.1
12 IJ'ILII\lllI.l.:rL.::,111-lI!..llrlll_IIL'II.::-tr::L1Jj --u-d_'/'I]/Iflld 111,11, ~1H1I::.~LIIJ:cudl'hlCLiII -11,11 Ln~--'IJ\]-111-11111]]-I-lll'Jl1Jllll'X'Jllll'I=J-11]1\11:J~III_ll. -!]L11.I,\-IJI [ u! L
61 . J II II h II rl:T~ ~LI [II ----::'1{')1 I~ ..J 1 II [-u" LL[ =f'; [ 1..\, LI U.::J .::L _ 1 J _ 1\ ~'1 __\ 11. -H_II L .I "I ')' ,1\ I11I III -1'111 II' l'lll I ~I I \ I " ,I 1 II I, - I I 1! L - I j .11 1 =-. ILl ..:.1_ --= - 1----1 1- 111j I I', II rlL- III 1 C1l1'1 JI II_II, I wIll 1, 1,,1 -LI , I] 1 L11:: 11 T::: ::r=-~-'::1r-u n-T-=-J:::-l, 11') ,-. L"E\--.:.IJ r-lI[1 =-'h~1 [--~Jjl.h ~I~I:..J,
~ ~ 1[.11 11]II~ll~J:J--r=.Il~r '~1 h .I::.JlI.J~nI5[~]r[ _~ _"\ [LlLt.'"'11~IIJ:::l::J.....:JL~]L1.:.1-1: .~L..:.:J ~'II-15I!-~Ir:J~-1'\-l!-.ln\J-[:l11 Il L.I I' In~lI _roo {"JJLIJ1B'][U1::.~I-- =-. -1__'ll,llll!ll 1..1-111'[ III, j \ I' - ----:-- ::- -----.~-::-=I-l f:L1Ij[=~ ILI1-:1:.--h.l)'l:'JI I-~-:I It :f=...r:cllJI11L/J::ill'JIIII ~ lI~ lI!lfL"J.':~::Jj. L~~'Ii':II~L'I1..lJ)I.I~ P1 S....:~ 11!~ 11.~Llr::rJJ:..~.s III! '1111 I
j,::r=:I--IIJLIJ11J1]11Il,--L- II L_[]IIJL.,Jll orU_n1_r111JL,jllllll,lL,::I--IIILLJJ1II _L,Lnll. r:.: .1.1_1. JI T JL .. II. '1_1.[. "_[ 111 \__. !I 'II I' \1 \ -L 11 111 .- [1_) - 1:::.11 '[ LL 1.1\' :.1.."] J I :::J 111--1 _J['1]ILL1-L,1]Ll1--]\j:::J.'-1-,---1'1]1:':I1Jj[J.tl-r:.::J::\-.-:1[ll:i.JTrll.-LLlLL rllL[
. . .t 111.] I IT -II -L.:'- I.J ]~ '-ILI11. 1-11: :..n"-lJ:"'-'{ I I 1"1 II -11'-..::::J-1.-1 :ul II Lle--[I Ijl-nlI:: In- I[11111 lJ]LIIL-[L )111]lt .I" I 'L IJ 1 II - J ILl - L 1 11 I ':J' 1 II I I I I I' 1 'I 11 = _._1 II.. -t] II ._1 1.11 t 11 1 TJ I, I-fl-Ll Ilrr.Jll 'I IJI]] - h II' lcr-.l..1 T:JL' r:S:::::.Lr'- IC.Tr'\:.I'] I ~-'::JT' [....J.Jjr: ,.- Ill' r I
_ _--=--_- L .\-1 I (I lL C :J:-I 1 J' a-I j--:: C:ll II _1 I .1 _1_ n I' II I -'_.._II -n-I-j-:C II. IL "TI~1 1'1 ll~] II.: 11::-, -11. 1 II. I-I le'l Il.ll-llJ~l=-Tl \1 \.) h.:-I_.lllrJI,' -T ; , 111'\, "11' 1 I, 1,111 ::J III JI'l -.' L 1 I II ::._.1=-1.11, II.1LJ ~-T ~J S -r:- ~l I~ II I] 1:::I [J.:']] 11'::"T -1-r-1r U.__I =1: 11 1 _n I j-..L II. --':JI 11 T.::II IL 1 r'l
. jl' III' _I}] __ J. LII I[ 111'1-111-- II-!.r II J[11-:l0 1.11- ~ I(J Ih _ 1111n, ] II SIt Iii 111 I, ~ 1.llj _ III [II JI ',I[ .1L II' _ I 1\ ]/ III II I I 'II 1/11 , 1 II. I 1.1.1 1 I If II I 1 \ I ,t II I I' II 1 I \1 'i I I r- I , , ..I \' 'I' 1/\ - [ \1. L 1(_ 1[1- [ILI1II I[ I 1- JI[1. 1P- N.[L---fI-1 1]1.. 1111 -l-'::.rLL\LN J TL'r-1 [- j]}- Jl I)L IL III 1]1..-111'-1
III II 1:'.lll-111111'-1 '-r- L'-.IIII--III-'-lI'j-'[Llll'I.I-:1 1-111'1 II' w_l_1__rll(111,IIIL[1.1t![1-111,11l.]I\IIIll 'llI11::1--111111111111'J',I'I\I11 '1\"I1,II'J11I1,i'1IJ]1\)\I,\'II'11111 11\111/11\IJ'L\ 11,J'll]11 l U 111"..:--]JI1 I l-I.IIIIIL,111--I.U ILL rl(' \ 'l'
.JI-.:J::'Lr..,JIJI..r.I-II~~L!-=-t::1-11-\III'L~~II-!-::r-~~L-1JT!hlj-'~ll~JI ~.JI~' ] 'LI ,'_U'"J'"JTL-=, ,-",1 1 ,L'''J "LJJ '1.1, '," ,",,'--, I,u , I,J , '~J J ,-, '__.::,', I," J" "d ,'" ", I,' ,",,",1_ '_'_ " "_" _-'_J "d _-_~ _'~ ' JI, I ,J,,",," I,' \ J "J ,",,",J d_j,Jl ,,'_,J r,'_""""IIJI\::)-L "I-Ull l[lIL-~'1 \ 1,111,' ,J
_\ j_1I111 11 LJ LI II 1..11 ~.T I--::1 lr\ [Tj-:TIJ[Lj]ICI---=- -=[:J:::r.: ~=J}\..rl ' .:.rLJ II LlI ~T r::-_Tl1 JIJ 1 ~ 1'ln~nll--I.:r::;:J-1 ~ 1 :=I1[[1--'r2---T111&::'-U Ie: I l'r:::.r~-\: [I \ ~I ~ I1ltr.::l u, .LIlll tl[ I r \.:.Ir:~ Ir- ----I ----- ---1 rL [1 I, S fI1::' II \ I ' II I , "Ill ~] 1.[' 1 1-11 1L 1'111 { 1-11 1 Li.r- JI'I_ 11,,1 ] :J) J L - - - - - I fI L.r I_T:JJ] I-I 1]]1! r.1 /) ,- I ( L J]J:: "11 L r.0-'[~J1ILCLiT J T_. 1111['11 (TJ i J~L::I ~.L=lt)[JI!J [I:='J iJn=1 ) I -I 1:-
1'1 l'I,IJll,.L_[I"llll'L_, L-,Jr-'I.11111111 [,IL1--.ILI :J..I,,u,l,.I Ill'" 1,11'1 .L.-,-J11,ljllJ"l[[l11 1.1., I 111',111 Irl,11 1I I I,' L,IIII 'I I - I . '-~-I- - _u_. ::'/1' I I 11 I 11 '-II II1,L, I --r -JI II r -II 1IIr\'1)[ -'rl -' ~I n U 11\11,11 I J llllllll'l-::r:T, 11"1 I IT:1.:::I1 1l,,-TlIILI\11Lllr.1 r-lll,~JJrlj'1..llI111111 1, I,
, ,,', ,,, " " , ,'" ' ,," ' "',, , ," "" , '" "H,' ",' ," ,,",' ''', ,,,,, ", J '" 'Jl" " J "' J " " ',' "J' ,,," ',",,",,"',', " """,, , ," ",,' " " '" , """ ,,' " " ',,, H ' ", , " "" '"
._.._._.._._____. ______ ________ .n
~---~----------------~--- ~-~
- -- - ._~-- ------ --~-
-- - ~----------_._~-_.
-~--------~~ --~~-~~------------------~-~ - - -
I.. -.. - .------
1.------. -- .---.--.----
. . -- -. ---.---
_ .__._ _____ _ .___._ u__
.--
------~- - -- -- --- ------ ----
-- ---~- ._------~- - - - - -------------~------------ -
.- .--
- - ---- --- - - -- --~ - - -- - -
.__--. n.__..._..
1--.- ------.- -.-- .- -.-
--- -- ------ ------- ----~- ---------
--~---- - -~----------
_______ __ _____ - n_ ___ - ---
~ --------- -- ---- -
------~---- - --~----
-----~-----~---~---
- -- - - - -- -- -- --~ - - -
----~----~----------
_---.--..n-------. - ____._u.
- ---- ------------ -~-----
------- --- --------- -----
--- ------- -- - -~--- ---- ------ -----
--------- --- --------~---
__ _ ____ _ __ __ _ __ __ _ _n _ _ __
- - ----- ----- - -----------~---
..- - - - -.----- .-.
----------- --~-----
-------------- --- ---- --------
-~----------~----- --~
- - -- - - - -- - -~- ~ ----
.-----------.-..
--- ---- -- - - ~ ~ - ----- - -----
---- ~------------ --------------
----~- - ---- ------
__ ___ _____ _ __ _ _____u__ _ --- - ---
- - - -- - --- - ---- -- ---- - ------ - --
----- - - --- ------ - --- ------
___ ____________n_
--- ----~---------
-- ----- ---- --------------- ----
--- - --- -- - - - ---------- ------
----- -------- ----- ------
-------~---~------- - ----
--- - ---- --- -~- ---- - - - --
-- -- ~--- -- --- --- ~ -- - - -- -
---------- - --------~------
-
- -~ _..~ ------ -- -- ----- ---~-
.._ .._._n__._.._ _._ ____________.___ _______._____.._______.__ __n
- - - - -- --- --- - ---- -- ---------
-------- --------~---------
--- ---------- - - - ------
--- ------- - -------- - - ----
----------- --- --~-- ---
- - ------ -- ------- --------------- ---
---~~-- - ------
.,..-.- .--- ----. _.--..--
--------------------~ - --------------------
REAR
ELEVATION
------- --------------
MID-POINT OF ROOF RAKE
.--__~~~::~:~ytt~ft=l~r:: -=-1::::.
. -----.-. _ ::=-::::1 l=- d L[~ :\ .-tI :11 J 11.: - -' ---.--
- . . 1..r.r..=-IJ . I :J' L 1.1'..1 11_[~r:Jr,1 h-J1U'::11-JL - ----
. TrJLr c;----::--:Jr \_1 J -} ::I=:JE~:J , ::PllJ1 rrU::-r::' I T -:TJl'll -
lL~llJ.:II]=I-I~L~I .J III II=-- IJh:-J\~II\i 1'u--_::1')::IJIJLIL11-J
t~' cll11=rJLSTr--IllrlT-J 2rl\ 1..1 \ "::1F'::lJrr:::TLr-l:',rL 1LT1~1 L 'r
. -. l~F\L:u [lJ--J---J:..t='::Jl-=---E-':ILlr IllLI JIJ.:"rI::::lL-::.-rLrJr:u[':lPil-=---.
_ . -' . r L.L :::.r ::::1-- ---1-1 I ] -- l' I JI I ,- - . 1- 1- 1. 1 -.
.-- ."' C J L-S::.S].~1 ~-I1k:2:.==] ~ 'LJ' t-iIJ ]L:.:Ll ]r("JI~i:I=--=-"": 5"::Jln-~I,.J 'F~' 21 CT-!'lf-
__=::J-- . _ ..Jl .:::I. _I:r ::::r::r= _L I' _IL:1.' [__L cr:. II 11. ::J I - - -
. --lC.::::r J:~--::[: ?~ '11 ~~_L;_TL I T}:'\ }I]J II IJ I.::rl I L -:JTL I J:'\l:::Jl I [1 II: 1 r~:=l-L I I 'n:..
..:::.,~!Jt='~.Il-:J::s-=s!-r"2JJ'l tr::J.!u' - 1Ir[lrlJil1w'5.i r rIh~IIl-'lil ]-l-E:~:::.J::r::.::;r]lJ]j} ~III~:L -] f L- liJrlrl ,-.
.CUC \' .L:''';if~' :rI"::':El: .J ]U-;;'JL"c'.Ei:L[LHI_c.'c_1J ,.L1~21.11 !:IJl ~J..c~ ,[ 1l.n'\t~lL 1. \::L~l!.. II II ILIJI J_rj::'Jj -
. _ .LTIJr 1::L 5 r 11=r:::: I _ _ ::JI=uLI -.J::::Tlr] 1:J ::'r'~:'1 ,[ Ir -[I1J:l=J}I::r= Lri::1fr L Tf::/ir:: :::J I II] L'::-I:JlII,-J
?=---= ::1-=-] \ll:r;=Ln_ :JrlS. :C. _~. . ::~llIIL r=, J)rI [{._.._--. T [L I.I: ITII 11rrT~In-IY?-I:: ::I} LI_ I~- .JJ1~ [-11-=-::1 1[-;11,\ _L' . = ] 1
-- ~~-------- -------- ----
--------------~ -
--~------ ---- --- ----- -----~~ ----~--
- -- ---~~-----~----------
- ----~ ---------------------
-- --------------~~ ~~-- ---~~---~-- -------
~----~~----
- -- -------~--------------------~-------
---------------- --~---------
- -------------
-------~------- --- -------- ---------~------------~-~----~~-- --------
----------------------- - -----------------------
----~--------- ~---------------~ ---~------ ----- ----------~---------~-~-
--- --~------ --"" ~~-- - ~
-----~--~--------~-~--------~~------- ------~-~-~-----
-~--------------~--- ----------------- ------ -------- ---
~-------------- --~-~~- -----------~----- ----- -- -----------~---~-
-------- -~---- ~ ---------------------------
------------- -------------------~------ ----- --------
- ----- -- - - - - - - -- - -- - ------ -- -- -- ---~-
---- ---~-----------~----------~---- ------ ----------
--- ------- --- -------- -------~~------ - --~-----------------------------
- -------~----------- ---~ ~-
--- ------ ------------------- ---
-- ------------- --- ------~--------
~------~---- ---~~----- --- -----~------- ~---------
---- ------- ---- ------~------------
- ---- -- -- -- -- ---- -- ---- ---- ----
---'------- ~---- - --~-------- ----------~---------------------- -- ---------- - --------
1--1
1=_.1
1==1 \
I ~-.- I
-- ~-----------------
--~~----~-
~ _- u_:~--~
~ ----~--=~
-~ --------- --- - -~---~-
~~=~--= --~~- ~
~ -----.. ---- - -.-.-- ~
--~-----~-
-~ -~----------
-~------- - -- --~--~------------~------------------
~--~
~ --~
- ~~ -- - - --- - -- ----- ---
---- -~---
~
~
SLAB
- - - ---------~-- ------- ---
--~--~-------~ --------~-
i ~~--
~ ~.~--.~-:=-
-- ---------~---- -----------------~-~- ----- --------~--- - -----------~~~~
----- - -- - - ---------
i ----- -:-L :uu--- ~
~ ---=:-=~ :- .... ~
------- --- -- - - ---- ---
---___.__1
-------- I
--~
~- __ u_---= ~
~ ---- .=--- . ~
------- -----------
-------- -------
----- --------~-- ------
}
-------------- ---- ---- ---
------- --------- ---- --------
74'-0'
--- ------ --------
--- - -~------ --------~---------------------
~
LEI~l'
---~-----
ELEVATION
J
74'-0'
ELEVA1J.ON
RTGH1'
f'l
E
o
u
o
o
o 00 @
'"(J .--
.i:
o
u..
00 x
m a
lO ..-
;;; 0
I
lO
~
r---
';:::-..J
N 4:
r--- :::E
I
I.Ll
.c
u
III
III
....
C)
Cl'
Cl'
~.
-
C)
C)
0':
<[
(I)
c
o
..c:
a.
lJ)
a
Ol
::J
o
o
I
lO
~
r---
"-
r---
N
r---
(f) E
C ~
0
,-
-f-' i~
0 0
0
>
Cl)
W :>
.,
0:
w
>
<(
(f) ~
W
W >
0 w
lL ~
<(
lL ~
0 ~
-1
<( w
Z >
<C
0
- W
(f) ~
(f) I- <C
0::
W >- 0
lL -
:2 0::
. , 0 0
0::
0 n::: lL . ~
l.1- D- O lL
<..') 0:: ..
0::
z 3 w w
0 W Z I-
-l 0:: <C
-
::J > 0 ~
CD W U 0::
-l ~ <(
-l ~ W
w <( ~
I
(f) -1 z U
..
Dole: 12/17/03
Scole: 3/16"=1'-0"
Drown: RWH
Job: 03-136
Sheel: A -
1
Q-l<{v