657 COURT ST7-1
El
. . . .......
N89*1 4'43"W
To
of root barrier 2'
'5crrz) Wait finish a Q ;rode cf curb 4 4 4 FO
Sid alk
Curb on
5/6' (i6n-m) Ne?Roct UB 24-2, TypTv:q Deep grit U9 24-2, Optional use of UEJ 13-2:
f
I U9 3-2 or LB 12-2 Vininnum 6 pcnels or 12 linear feet
SAVED TREE
REMOVED TR17E
UB 24-2 Spedficdons
2e DeepRoot. Tree Root Barriers
"I'liflel tree root ficteers ore o mechan' icot borrier and
root d4ector to prevent brie roots froim damaging, hard-
scopes and forl4scopts, -Mtimbled in 2' ton modules to
Create Vary'ing sizes of cyliiders f& surro 3' of boas
(Surround plonting style) of for linear 11 ficatons directly
beside a hardscope iieljocent to- . one side the trees (Urteor
planting style),'
A Materials
1, ft controclar shall furnish and install tree root barriers
as spec;fied. The tree, root barriers sholl be Product i UR 24-2
as manufactured by Deep Root Plartners, L.F. 81 Loqtan St. #4
Son Francisco, LA (800-455-7668). or I approved 'equal.
The barrier shall be E'ocdc® projection Uolded Ponds, of 0.(185-
2,lEmm) wall thickness in Modules 24* (61cmi) long by 24'
61 cin) deep; manufactured witty a ainimu'rin 50% post consumer
recycled polypropylene plosfa: with added ult(OVIOlet inhibitors;
recyclable. Bach ponel shall bare:
Not less than 4 Molded Inbgral Vert'*ol Root Gsffactir g Mbs
of at least 0.085' (2.116rnrri thickilliss protruding 1�2 (12.7m m)
at 99 from ints6or of the borrifer panel, spaced 6 (15.24cm)
apart, (See panel d(civIng below)
A Double Top Edge consistiq of two porcHel, inteircl, horizontal
ribs at the top Of lbe panel of a rnir iarium O.OB5 (2.16mm)
thickriess, 3/8' (9.53 mm) xide and 1/¢' (6.35mm) •p.nrt Oh the
lover fib ottoched to the .vertical root deflecting ribs.(Sce detail 'A�
A m1mirrium of q Anti -lift Ground Lock Tabs ccurislstirig of integral
horizontal ridges of a Wtnimum 0.085 (2.16mrin) thIm.kness in the
shone of a segment of a cirate, the 2" (50.8mm) chord of the
segment joining tf;e panel wall and the segment, prohding 3184
(9.53mm) from the Panel, [lee nine ground lacks on each Pam shall
be about equally spaced between each of the vertical root de electing
ribs (3 between each set of ribs, see Detail 'e),
M integrated Zipper Jain';oi System Providing for instcrit
assembly by sliding one par?l info criother, (See Wal'I 'C')
Mhe basic properties of U. rnatcriat sho!l be,
Test AsTQ Test hiethod Typlc:ot Value Gapolymor
Polyoropyiene
TenrIe 'atrtn3th 0 yWl - 'Ket DS38 2MI Psf
lm-le streer'sth 0 yield - "Naga MWM 2Z46 PSI
rk!'d Vor'-,le - Wolf DS38 7,44%
Ykid Elonr,,c'u`an Htage "1 7.019
19
625 nr�
Notched 17od Impod - YtdI a2 8A ___3,84 (ft-lbs)
r, scope - Ykil 07&1A 84A
113, Patents- 5,070,642 , 5,305,549 and 5,528,857-
Other Patents Pending.
B. Cons1ruction and Installation
.1, The corttactor sholl instal) the tree root borriers with site
numbe-, of poriels and in the manne.- shown on the Draw-
ings, The vertical root deffecting ribs shall be facing inwards
to the rorot boll and the doable top edge shall be 112'
(12,7mm) above grade. Facli of the. required number of
panels sholi be connected to form a c;rcle around the
root boll or joined in a lifiiie:ir fashion and ploced along
the adjacent hordsope.
2. Excavation and soil preparation shall conform to the Dromings
DetO 'A'
X i 16'
(11. -M
mm
'P
�1
PaterAld Doubia Top Edge
for PfvnnVcr of Rxt Cher
Gro*Ah> Extra Stretigt)S, and
'Prot o` n odd
Improved 1-4)PeOrdrcd
(Slzir De'01 "Al I
gy Root Geflc&-4 RIS
friegezt Putt e Pcrit4
U
O Pcml Has, (2.t6rrim) Nck 50%
POSIUriswrriit Recycl-,d PoiypM,: ni
10110 Ground tock"Aq
iou-1A Pods
(Stir Wa-1 'B`
pov(44e4 Edges foe Sofely oAd sut'n!h
IN.L. " L S .
nW\IFR/( lN7RA-TC R CI OK= \FW_SSC R- PR_CAJ—iw TF DRFV-t\T ANv _LRTF:_R
DECLINE -128' OA< IND-ULINC IC'XIC' TREE PRE_EC_'E'\ BARP_ER AND NE �_JR4EE
C ,FAN'-F WJ` -U E
Ll
4 TU13
U LAI
933 LEE ROAD, FIRST FLOOR
ORLANDO, FLORIDA 32810
PH 407,64 5008
FX 407.629.9124
I&IRM
7-ELEVEN
SITE # 1014540"
657 COURT STREET
CLEARWATER, FLORIDA
N1220"10
ii
A
MODIFIED: 05/07/08 16:06:35 J:\7\7-ELEVEN\2007.0088\070088L3.DWI-
ftOTIED: 04/23/08 09:44:32 J:\7\7-ELEVEN\2007.0088\070058L3.DWG
f
INTERPLAN
ARCHITECTURE
ENGINEERING
INTERIOR DESIGN
PROJECT MANAGEMENT
AA 003420
CA 8660
1.71
-7
I*i
N89*14'43"W
CHESTNUT STREET
(60' R/i
atAss
To
(p5
cm} barrier 2'
m )below fir"Ish 4
grade of curb
Base
5/6' (16mm) DeyRix,t UB 24-Z
I U9 8-2 or L4 12-2
SAVED TREE
Curb and Gutter
Deepfta ®t ua 24-2. Optionot use of UB 18-2,
n 6 pcnels or 12 linear feet (3.65m).
xREMOVED TREE
INTERIOR LANDSCAPING
GREEN SPACE TOTAL: 11,611 SF
U B 24-2 Specificaflons
Detail 'A'
2e DeepRoot. Tree Root Barriers
16*
(I 1XI mm)
M5*
Specified ties toot barriers, M C Mellon . icol borFer and
1/4(6.35mm)
Not di.flector t' 0, 1 prey I on( �ee roots from dornaging, hard -
scopes and landscopesi, Msembled in 21 Iona modules to
create varying saes of cylinders far surrounding roe bogs
(surround planting style) or for linear opprications directly,
(2,16mm)
beside a hardscope adjacent to; one side of the trees (linear
Planting stirs }:
'Al
A. Materials
.085,
(1 2.7iri
(2.16mm)
f. The contractor shall futrish and install tree root barriers
as sPeolfied- The free toot 6Qrr;6W5bcll be Product i UR 24-2
Detaif '8'
as manufactured by Deep Root Partners, LP. 81 Locgtan St. #4
Son Francisco, LA (800-458-7668), or oppiavedequot.
2 1/4,
The barrier sholl be f3fod,, Injection Nolded Pdhcle, of 0.085'
(57,15mm
lErri-ri) Wall thickness in modules 24* (61cm) long by 24'
fi1rraj deep; linnufacturd vJ6 a njrlfanum SO% post consumer
recycled polypropylene plastic with added ultraviolet inhibitors;
c, (mi emm)
recyclable. Fbah pieri shell hon-
Not less then 4 Molded Intearof Vertical Root Deflacti Mbs
of of least D.OW (2.16ri thlicVcss prolmdano V? (12.7rirm)
of 90' from inte6or of the ;orrjsf panel, spaced ti (15.24cm)
apart, (See panel drawing blow)
A Double Top Edge consisting of two parallel, inteircl, horacirilol
61ts tt the top of the panel of a mi�imunn 0.095 (2.16mm)
thicknns, 3/T (9.53mm) wkle and 1/�' (6.35mm) girt 0,h ffie
"A°
Al
lower fib, otligiched to the vertical root detecting dbs.(See detail
A fri'munurn of 9 Anti-tift Ground Lock' Tabs cons;stirg of integral
horizontal ridges of 0 mininnum 0.085* (2.16MM) tKckness in the
Shope of a segment of 'a &Cls, the 2' (50.8mm) chard of the
Detalf 'i
segmitent joining the pone! -toll and the Segment, prohding Val
(9.5311 m) from the ponel. The nine ground lacks on each panel sholl,
be about equally spoced between each of the vertical root collecting
(3 between each set 0 ribs,, see it *87),
M integrated I- iPer Joinirg System provldIng to, insi
Patented Dpper JoWnq System
assembly - li�nq one pood info another, (See D00 V)
Vhe bo sic proparjes of the mot m lot shall be:
Test Ai Test Method TYPI-cal Value GopMymier
Pi Nubi!e Top Edgy
for pirwi of Root finer
Gri Extra strengUl' and
Ter ?e sirtiliLtit ywa - wdi MIS
_ZV6
U1 o',
"rot otl�ci?'n CH
Lnp
Im-le Y1ed - H"nse UM ps—t—
tie 04101 "Al
ro" Elori Willi 0638 74$%
Yiekl Elori Hiinqe vi
Mural uOdOus 8706 119-625 PSI
I
0-opRoof
Notched l7od Impact - Wall 0256A 3,84 (Ft-lbs)'
Norin.- Co Ey&y P'i
IDS. Potent Nos, 5,070,642
ft;' �.�Ivllldl�lesit
5 ;x,543 Did 511
and 01W PoterdS Peil&q
U.S. Patents; 41 170,642 5,305,549 and 5,528,li
5,
Other Patents Pending.
8, Construction and Installation
90' Pont NNWe q Rls
1� Thee contractor Shoff install the tree root barriers wi t1fie
WeTnif Putt of Pond
number of panels crud 1n the manner shown on the Draw-
I
I
jags: The vertical root, deflecting fibs shall be facing inwards
to the roof ball end ifile double top edge shull be 112'
(12.7mm) obove grade. Foch of the required number of
Po ,-41 0,085' .in) TNck 50%
QHmRecyd-_d
panels Shall be connected to form a chdo around the
po!yPrOP&O
toot ball or joined in o linear fashion and placed clong
Wo*4 Groimd tod,nq
Aria -lm' Pods
the adjacent hardscope.
7. Excovaii on and soil preparotioin shall conform to the drawings
N..L ES:
nWNF R/C�1N7 RA,-,TFR _n _r K:_ \FSS_SWv PR_CA1J_fRNS TF DR V- NT ANA -_LRTF7'R
DECLINE -D 28' OA< INC!_UE1NC WXIC' TREE PRE-EC "E,\ 3ARR'ER A14D NE 5R4EE
6'1 -AN'4'SW'F-'1N I`," 1P" IRF[,
zim
7
I
7-ELEVEN
SITE # 1014540
DATE,
F-1
Al
UE�
L
fi
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WALL CORNER i5
CLEAR 0'99'N
20.67'(D)
20.14° °(M)
N89*58*13 "W (M)
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3
9 IL
N ET
VR 5/
5. 6 LE 75C
PP BOX y
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LAM M
,
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PAV�,6�
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'J 32 53' it
12 LY
12- -E-EAL AL
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1
12' $l(*
POLE 6
RR CROss'N G
GAT E
F Rlcw RECORDS
z
-z
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/Q/ 31.37'
= FLORIDA POWER CORPORAT6ON
TYR
= TYPICAL
Rl/'A'
RIGH'I—OF—WAY
RR
RAILROAD
L
0 I)
<
SIR
�
'Npp
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OVI ERHEAD LINE
CONIC
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= DEED
LLJ
>
JENCE CLEAR
o.uz,
'J 32 53' it
12 LY
12- -E-EAL AL
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1
12' $l(*
POLE 6
RR CROss'N G
GAT E
F Rlcw RECORDS
z
-z
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0
0
CL,
x
LEGEND
FPC
= FLORIDA POWER CORPORAT6ON
TYR
= TYPICAL
Rl/'A'
RIGH'I—OF—WAY
RR
RAILROAD
L
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?,4 A N F! 0 L E-
SIR
SET IRON ROD
'Npp
WC 01) POW 17R POLE
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ENCR0AD-!MEI\IT
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OVI ERHEAD LINE
CONIC
_j
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= DEED
LLJ
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Li
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3:
= FOUND IRON ROD
PIS
= PHONE
(D&S)
= DEED & SET
SAN
0
0
CL,
x
LEGEND
FPC
= FLORIDA POWER CORPORAT6ON
TYR
= TYPICAL
Rl/'A'
RIGH'I—OF—WAY
RR
RAILROAD
F4H '
?,4 A N F! 0 L E-
SIR
SET IRON ROD
'Npp
WC 01) POW 17R POLE
ENC
ENCR0AD-!MEI\IT
r'
C HL
OVI ERHEAD LINE
CONIC
= C 0 N C R E T E
(D)
= DEED
(P)
= PLAT
O m I
N EASURED
FIR
= FOUND IRON ROD
PIS
= PHONE
(D&S)
= DEED & SET
SAN
SANITARY
A/C
r AIR CONDITIONER
PR
= POWER
DI
= DUCTILE IRON
RCP
= REINFORCED CONCRETE PIPE
N&D
NAIL AND DISK
FIP
= FONND IRON PIPE
PR
= POWER
PVC
= POLY VINYLCHLORIDE
TYP
= TYPICAL
RCP
= REINFORCED CONCRETE PIPE
TBM
= TEMPORARY BENCH MARK
RID
= PARCEL IDEN TIFICATION NUMBER
CLF
= C'HAIN LINK FENCE
HP
= HAI\0CAP
N.T.S.
= NOT TO SCALE
P.0 13.
POINT OF BEGINNING
FIRE
18
o �2 WATER
, �Jq HYDRANT 6"
INATER
TER
`JAI VE LVE
VALV
LIC�HT E WATER
t
W�
3 03-22-08 CITY & FDOT COMMENTS
4 05-09-08 CITY, FDOT, & PINELLAS
COUNTY COMMENTS
ELEVE'll
O
7-ELEVE'll
SITE # 10 14540
--------- ----- --
WATM VALVE
IN
20 0 20 40
GRAPHIC SCALE
f- 9" s— I
bItE DEMU"Ll I ItUN FLAN 1 20' 0 P�
N E I G H 1[7�, H 0 0 D ERVICE
V
070088 �CIJ�D'
MODIFIE 88 070
PLOTTED: 03/25/08 10:09:25 J:\7\7—ELEVEN\2e07,0088\070088 CI.I.D'
WOOD POWER POLE
0GAS
= GAS VALVE
= TRAFFIC SIGN
= WATER VALVE
FIRE
18
o �2 WATER
, �Jq HYDRANT 6"
INATER
TER
`JAI VE LVE
VALV
LIC�HT E WATER
t
W�
3 03-22-08 CITY & FDOT COMMENTS
4 05-09-08 CITY, FDOT, & PINELLAS
COUNTY COMMENTS
ELEVE'll
O
7-ELEVE'll
SITE # 10 14540
--------- ----- --
WATM VALVE
IN
20 0 20 40
GRAPHIC SCALE
f- 9" s— I
bItE DEMU"Ll I ItUN FLAN 1 20' 0 P�
N E I G H 1[7�, H 0 0 D ERVICE
V
070088 �CIJ�D'
MODIFIE 88 070
PLOTTED: 03/25/08 10:09:25 J:\7\7—ELEVEN\2e07,0088\070088 CI.I.D'
EW
I
f "M
GRADING & DRAINAGE PLAN
u
f mmwm�
limmomM m
,. ALE
I U2 SECTION A-A NTS
6" WATEP L!NE______ ts
NORTH
Mollmowlso
CHESTNUT
SITE STREET
501' THROAT r)FIPTH
6" CONCRETE
4000 PSI
n I Ills
o, 1412MINIM.41111
7-ELEVEN
SITE # 1014540
657 COURT STREET
CLEARWATER, FLORIDA
PROJECT NO: 2007,0088
DATE: 3-14-07
C30
CHECKED:
MODIFIED: 06/27/08 13:57:19 J:\7V—ELEVEN\2007.0088\07e088 UAUNG 5/8' =I' -0° CHRCAY
PLOTTED: 04/23/08 09:42:5 J:\7\7—ELEVEN\2007,0088\070e88 UO.DVIG VICMAL
a
7
*DISTURBED
UNDISTURBED
IMPERVIOUS*
PERVIOUS* NOTE: FC
AREA
PU'LLUTION CONTROL NOTES
INTERPLAN
CONSTRUCTION SITE
OPTIONAL POST POSITIONS
AREA (SF)
PRINCIPLE POST POSITION
DAYS) GEOTEXTILE UNDERLINER
STAKES PER SYNTHETIC BALE.
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION
(CANTED 20- TOWARD FLOW)
17�n�sa,�
COURT STREET
ck:
ARCHITECTURE
41,473
(OLIVE ST. PER PLAT)
(1W R/W)
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL
FILTER FABRIC
-1111:
SILT
FLOW
LOOSE SOIL PLACED BY SHOVEL AND
DITCH DITCH
AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE
1 PROJECT MANAGEMENT
LIGHTLY COMPACTED ALONG UPSTREAM
= DISTURBED
PERMITS,
FACE OF SYNTHETIC BALES.
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR
AA 003420
SYNTHETIC BALES BACKED
Is 0.50 Inches or greater,
SECTION
CA 8660
BY FENCE
APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF
POST (OPTIONS: 2" X 4"
THE SITE.
2 1/2"MIN. DIA.WOOD; STEEL
1 ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
FILTER FABRIC
1.33 LBS/FT. MIN.)
(3' MAX,
SILT FLOW
W 00
7— P--
EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE
ORLANDO, FLORIDA 32810
0
-2
INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL
PH 407,64595008
ti
Ln
Cf
BE ALLOWED,
FX 407.629,9124
0
k THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO
SEAL:
J--
CONSTRUCTION.
ELEVATION
5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION
[!]SILT FENCE
EROSION CONTROL
DETAILS
U1 C�
04
13
6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR
a
a
7
*DISTURBED
UNDISTURBED
IMPERVIOUS*
PERVIOUS* NOTE: FC
AREA
PU'LLUTION CONTROL NOTES
INTERPLAN
AREA (SF)
ANCHOR BALES WITH 2® 2 X 2" X 4'
AREA (SF)
(SF)
P.S.I. (28
DAYS) GEOTEXTILE UNDERLINER
STAKES PER SYNTHETIC BALE.
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION
ENNOMMI
I
AREA (AC)
COURT STREET
OF CONSTRUCTION,
ARCHITECTURE
41,473
(OLIVE ST. PER PLAT)
(1W R/W)
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL
ENGINEERING
-1111:
CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO
INTERIOR DESIGN
x
x
N
II
I ill
F
3, 1
6 -8"x49- R
x 2116V(D)
X
201 4'(M)
N89U,13 . W (M) RaD RE
.17'DAK
r, IF,
2
V-ZAH
EL,
NV S L k
�J
V�
U
co
3
LEAK
6
- *7,
4 A
0
X ✓
z
3 VV
WOAK Ilk
9�
6
4P
x
S" EP,
'(D&M)
N89 W SWT-y 5"a.' ER UNI
I'll M17 TOP EL.»23ZS' FROM nCM5
23,31 2" R,rp :T•Xu IzWER Uq 9 dNOT StAOF
1' X-
CHESTNUT STREET
e Ili
6 - ( 0 R/W)
-'U
EL 'y
SWPPP / STORMWATER POLLUTION PREVE'I'\J'TIONPI A " 1
LAIN "SCALE"
CMCUM 1/ 77-
8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS CONSULTANT:
INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR
ADJACENT TO SITE. I I
REFER TO SHEET CO FOR GENERAL NOTES,
SPECIFICATIONS, AND LEGENDS, IN ADDITION
TO srTE-SPECIFIC NOTES AND REQUIREMENTS.
L--
6" MIN.-/
N.S.A. R- 2(1.5 " -3.5 "}
COARSE AGGREGATE _
TOTAL AREA
*DISTURBED
UNDISTURBED
IMPERVIOUS*
PERVIOUS* NOTE: FC
AREA
PU'LLUTION CONTROL NOTES
INTERPLAN
AREA (SF)
ANCHOR BALES WITH 2® 2 X 2" X 4'
AREA (SF)
(SF)
P.S.I. (28
DAYS) GEOTEXTILE UNDERLINER
STAKES PER SYNTHETIC BALE.
ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION
ENNOMMI
I
AREA (AC)
AREA (AC)
OF CONSTRUCTION,
ARCHITECTURE
41,473
0
1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL
ENGINEERING
-1111:
CITY/COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO
INTERIOR DESIGN
0.68
DITCH DITCH
AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND/OR CONDITIONS OF SITE
1 PROJECT MANAGEMENT
+ PERVIOUS
= DISTURBED
PERMITS,
NTS
2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR
AA 003420
Inspections must occur of least once a week and within 24 hours of the end of a storm event that
Is 0.50 Inches or greater,
AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE
CA 8660
APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF
DITCH BOTTOM INLET
THE SITE.
INLET GRADE
1 ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
933 LEE ROAD, FIRST FLOOR
EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY
FILTER FABRIC
EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE
ORLANDO, FLORIDA 32810
INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL
PH 407,64595008
INLET STRUCTUR E
BE ALLOWED,
FX 407.629,9124
k THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY
DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO
SEAL:
CONSTRUCTION.
5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION
BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS.
U1 C�
04
6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR
CC
8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS CONSULTANT:
INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR
ADJACENT TO SITE. I I
REFER TO SHEET CO FOR GENERAL NOTES,
SPECIFICATIONS, AND LEGENDS, IN ADDITION
TO srTE-SPECIFIC NOTES AND REQUIREMENTS.
L--
6" MIN.-/
N.S.A. R- 2(1.5 " -3.5 "}
COARSE AGGREGATE _
TOTAL AREA
*DISTURBED
UNDISTURBED
IMPERVIOUS*
PERVIOUS* NOTE: FC
AREA
= 3000
(SF)
AREA (SF)
AR EA (S F)
AREA (SF)
(SF)
P.S.I. (28
DAYS) GEOTEXTILE UNDERLINER
(AC)
AREA (AC)
AREA (AC)
AREA (AC)
AREA (AC)
41,473
41,473
0
29,936
11,537
0.95
0.95
0
0.68
0.27
CRUSHED STONE CONSTRUCTION EXIT
*IMPERVIOUS
+ PERVIOUS
= DISTURBED
NTS
Stomwater Pollution Prevention Plan Inspection Report Form
ENGINEER'S CERTIFICATIONS:
Inspections must occur of least once a week and within 24 hours of the end of a storm event that
Is 0.50 Inches or greater,
Project Name:
PDEP NPDES Stormwater Identification Number: FIR10-
Condition Code:
G = Good M = Marginal, needs maintenance or replacement soon P = Poor, weds immediate maintenance or replacement
C = Needs to be cleaned 0 = Other
Inspector Information:
LAM
7-ELEVEN
SITE# 1014540
657 COURT STREET
Afff �11
EN
OWNER/AGETNT CERTIFICATIONS:
I HAVE REVIEWED TMS PLAN AND AGREE TO COMPLY WITH THE
REQUIREMENTS SHOWN BEREON.
F_
Ul
7.1
I I I 9�Mll
I'll 51
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DEFISIT: SeDBH
t /_ 1� _
_ z � I't �_
k4
7
` "gip. I I' if- I! gCx6 A D
�Q7 LCI!
ALL LANIDSCAPNG TO BE mOTECTED
FRON1 VEHICULAR OR FENESTRVIJ"
TRAFFIC BY A hli!N!,kfi Ul%l SIX 11%IC H
NIGH CURKI�'G AND 1'vrHIEEL STIC.'s
to CO inspectiom
Nolmpzdai fens c3 rr=.dct,-t
W.
m-
M,
NINE
TREE PLANTING DETAIL INITS
c
GRADE AT WHICH SHRUB GREW PREVIOUSLY,
ABOVE FIN. GRADE)
3" MIN. MULCH LAYER
,MIN. DEPTH OF 12" PREPARED
PLANTING SOIL FOR GROUNDCONER
BED.
O SHRUB AND GROUND COVER
O 2 Z ) ;
PLANTING DETAIL NTS
9
? 0 0 0 0 0 0 0
-oc-12—col —?-Co-, -?-]
SHRUBS & GROUND COVERS
A\
SYMBOL BOTANICAL NAME
(COMMON NAME)
MINIMUM
SIZE / SPACING
QUANTITY
EP ELEAGNUS PUNGENS
24" HT.
152
(SILVER THORN)
5 GAL, 36" O.C.
EXIST. 12" PAL
R12 RAPHIOLEPIS INDICA
24" HT.
156
EXIST.- 12 OPALM
3 GAL, 24" O.C.
RD RHOEO DISCOLOR
QV":
TO BE REMOVED"
TO BE REMOVED
ST: (M} 150
10
9"OAK
R D
. ..
.......
.....
12
8'OAK
•
V. S
RD
36
LEG
L EF
29
RD
10
+
+
+++ +++++
+++++ + +
+ +
27
+ RI E
+ ** +
a
+ + +
+
+
78
LEG
r6 9
+ $ 0
a
+: +:
+ +
+ +
23
+
+ + +
+
+
J D
q
+ + a
79
0
RI I-c!
C14
R
0
0
s P
+
10
54
+ +
eases
IJb
Lq
12 LEG
TD
0 OD_
R I
C14
149
EP
tr
R_z�
LEG
CD LEG
�
+ + +
+ +
tr
il Rl
�'21
Qv
n�.
:'EP
0
0
48
22
fry
•
Ps
300
RI
tr
Dp
V V.
RI
EL
aq
20
v V 17
@
EP
21
•
3,014
S. F.
34
a
F.F.E. =
27.00
50 RI
60'-8"x49'-8"
R
TO
EXIST.
LEG
.. ...... . . .
BE
VED
15"OAK
.12" PALM TO
XI T.
s
...... BE REMOVED
20.67'(D)
5"PALM
�3
20.14'(M)
TO BE
RELOCATED
+
N89'58'1 YW (M) EXIST.
28"OAK
+
0
CANOPY
"
37 OAK
TO K
REMOVED
26
18
R12
+
+
Qv
LEG
R12
+ + 109
•
EXIST,
+
+
TD
28"OAK + + + + +
+ + +
26
+ + +
EP
EXIST. (o
35
16"PALV�i
LEG
20' PERMITER NOT
TO BE DISTURBED.
16
REMOV
EP
M
ER
D,,
0
7.5.'CLEARANCE
FROM 'FIRE
A
0
•
C14
'.�,HYDRANT
+
19
38" D
+
+
°
Rl?
OAK TO
REMOVED
ID
00.
EXIST. �ALM
:
30
53
6
LEG
Ps
EP
J
EXIST.
11 PALM
35
RD
5
EXIST.
12"
Vv V + Z:,
V 17 V 17
+
Qv
8
-Iiu.uu �u& M)
N89'1 4'43"W
�RF
57-
. .
.... . .. ..... . ... ..... . .. ...... .. ............... .
-- --- - ------
I I I 9�Mll
I'll 51
rrt
uj�, f W,
DEFISIT: SeDBH
t /_ 1� _
_ z � I't �_
k4
7
` "gip. I I' if- I! gCx6 A D
�Q7 LCI!
ALL LANIDSCAPNG TO BE mOTECTED
FRON1 VEHICULAR OR FENESTRVIJ"
TRAFFIC BY A hli!N!,kfi Ul%l SIX 11%IC H
NIGH CURKI�'G AND 1'vrHIEEL STIC.'s
to CO inspectiom
Nolmpzdai fens c3 rr=.dct,-t
W.
m-
M,
NINE
TREE PLANTING DETAIL INITS
c
GRADE AT WHICH SHRUB GREW PREVIOUSLY,
ABOVE FIN. GRADE)
3" MIN. MULCH LAYER
,MIN. DEPTH OF 12" PREPARED
PLANTING SOIL FOR GROUNDCONER
BED.
O SHRUB AND GROUND COVER
O 2 Z ) ;
PLANTING DETAIL NTS
9
? 0 0 0 0 0 0 0
-oc-12—col —?-Co-, -?-]
SHRUBS & GROUND COVERS
A\
SYMBOL BOTANICAL NAME
(COMMON NAME)
MINIMUM
SIZE / SPACING
QUANTITY
EP ELEAGNUS PUNGENS
24" HT.
152
(SILVER THORN)
5 GAL, 36" O.C.
(Q
R12 RAPHIOLEPIS INDICA
24" HT.
156
(INDIAN HAWTHORNE)
3 GAL, 24" O.C.
RD RHOEO DISCOLOR
3 GAL, 24" O.C.
297
(OYSTER PLANT) R ARD , Ll�
RI RAPHIOLEPIS INDICA 16"-18" HT. 612 n
(DWARF INDIAN HAWTHORNE) 3 GAL, 24" O.C. I CONSUL
SOD ST. AUGUSTINE QUANTITY TO BE CALCULATED
BY THE CONTRACTOR,
E
I a
7-ELEVEN
SITE # 1014540
[,I
PROJECT NO: 2007008V,
DATE:
A
zl�
P 11 1 1 1 1 1 1 1 1 1 I'll ==m'fl
Fil
F1
3
IRRIGATION LEGEND
INTERPLAN
0
FULL 6" POP—UP SPRAY HEAD
570-8—F
Mull
in
1/4 6- POP—UP SPRAY HEAD
570-8—Q
N89*58'13"W (m)
ARCHITECTURE
1/2 6- POP—UP SPRAY HEAD
570-8—H
ENGINEERING
1/3 6- POP—UP SPRAY HEAD
570-8—T
INTERIOR DESIGN
2/3 6" POP—UP SPRAY HEAD
570-8—TT
PROJECT MANAGEMENT
3/4 6" POP—UP SPRAY HEAD
570-8—TQ
FULL 6" POP—UP SPRAY HEAD
570-15—F
AA 003420
1/4 6- POP—UP SPRAY HEAD
570-15—Q
CA 8660
1/2 6" POP—UP SPRAY HEAD
570-15—H
1/3 6' POP—UP SPRAY HEAD
570-15—T
2/3 6" POP—UP SPRAY HEAD
570-15—TT
933 LEE ROAD, FIRST FLOOR
3/4 6- POP—UP SPRAY HEAD
570-15—TQ
ORLANDO, FLORIDA 32810
CENTER STRIP SPRAY HEAD
570-4—CST
PH 407,645.5008
SIDE STRIP SPRAY HEAD
570-4—SST
FX 407.6299124
13
END STRIP SPRAY HEAD
570-4—EST
DENOTES VARIABLE 6" POP—UP SPRAY HEAD
570-15—ADJ
S
IN 15' PATTERN
4- POP—UP SPRAY HEAD OR ROTOR
DENOTDENOTES
E RISER
POP—UP STREAM ROTOR
500 SERIES STREAM BUBBLER
TORO PLASTIC VALVE
7-
CLASS 200 PVC MAIN LINE
Qo
C B
CLASS 160 PVC LATERAL LINE
Ell oHc"fAR l Kin
LL�21 L�
IRRIGATION MAIN LINE
LOCATED WITHIN PROPERTY LINES. SHOWN OUTSIDE OF PROPERTY
LINE FOR CLARITY PURPOSES ONLY. MAIN LINE TO BE
LOCATED WITHIN PROPERTY LINES.
xlz F
20.67'(D)
20.14-'(M)
N89*58'13"W (m)
24.75
1'
00
7-
Qo
fj
0
a
Zz
C5
11.24 3/4-
R6IINIi @IIt @I f I II[ I t I f I I f 1 1 4 H I I I i I t i
-----------
-�5u.uu (U&
_..N89'1 443"W
IRRIGATION -
!.. MAIN FINE ::SHAWN OUTSIDE OF PROPERTY
- - ---- - -- - -------
--
LINE FOR �CLARITY PURPOSES ONLY. MAIN LINE TO BE
-- --- -- .. .....
I
- -----
IRRIGATION MA IN LINE, (TYP.)_
W,
wil
SIDEWAKCURB
ETC.
FINISH •
GRADE
FLEX PIPE
1/2- FOR SPRAYS
3/4" FOR ROTORS
PVC TEE SXSXT OR
ELBOW
w
r.
51
Wiff.%
U2 HEAD DETAIL NTS
1122 A011WIL
12" MK — 22" MAX
ABOVE
GRADE
In
3 BACKFLOW PREVENTER NTS
--WALL OF BUILDING
LSINGLE THROW 16 AMP
/ SU(ITAW
STAU
#F THE MAINLINE
ELECTRICAL CONDUIT
a • 0
20 0 20 40
...... ....
IRRIGATION PLAN V 20' CONTROLLER DETAIL NTS
GRAPHIC SCALE
VALVE ZONE NO.
2
( ! O
8.8 1' VALVE SIZE
VALVE GPM
IRON= I
I
�H GRADE
PEN-TITE
CONNECTORS
N
4 ) ELECTRIC VALVE DETAIL NTS
REVISIONS:
NO. DATE REMARKS
4 05-09-08 CITY, FOOT, & PINELLAS
COUNTY COMMENTS
7
1 11 lillili a
7-ELEVEN
SITE # 1014541
cl UHLUKEL): NIA u
13
MODIFIEI),05/07/08 10:06:16 J:\7\7-ELEVEN\2007.0088\070088 L2.DWG 5/8*-1'-0' CARSAN
PLOTTED: 04/23/08 09:44:22 J:\7\7-ELEVEN\2007.0088\070088 L2.DWG 5/8'=1" -0' VICMAL
FF
I Lei V W-Al 0 llsign 9 t1e] 14 1 HIMMON11
OLNERJAL rLJ&M4I1I1iu, Mr-W13. A3 UtrINLU UT LUUAL JUNIJUIWIUN. PH 407,645.5005 no
5. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME FX 407,629.9124
AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE.
6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS
SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. SEAL:
cLb
7. BARRIERS SHALL BE PLACED AT THE TREE CANOPY LINE EXCEPT ADJACENT TO
THE PROPERTY CONSTRUCTION AREA WHERE IT MAY BE AT ONE HALF OF THE
CANOPY DISTANCE ON ONE SIDE ONLY.
14
.—ILL
co
TREE BARRIER DETAIL NTS
R HARD T. AB
'I
Subgrade compaction' Compacted crushed bosµ
Tyo;cct DeepRool UR 24-2
Vgtionol use of UD 1a-2
To of root boryl-ar 2'
�5cm) below prZteir 4
grade Cf Curb
:7,
Bose-,
V. ANT hK)TE: Tree fo-'a5I must arign
with 'as-bulk' center of barrier.
Curb and Gutter
5/6' -J--�' Dpe?flofet UB 24-2 Typal [)"pftot US 24-2. Opplioriel use of UE1 15-2,
U8 8-2 or 1 12-'2 tfiril"num 6 pone"s or 12 llaeor feet (3,156m).
SAVED TREE
xREMOVED TREE
H FL NO.
ROOT BARRIER DETAIL CONSULTANT:
UB 24-2 Specificafts
2e DeepRoot Tree Root Borders
Specified tm,- root barriers ore a mechartical herfie, and
roo.1 d-flector to preIient free roots from damaging hard-
scopes and fundscopes, As,7-:s;bW In 2' long rnodOes to
creole va.7*,,N sizes of cilfaders for suriound;ng loot We
(Surround planting style) or for linstor upp!icaticns direcUl
basldie a hSrdI adic-ceril to one side of tht irtes (Linear
planting styte),
A 110teriats
1< The contractor shall II end install free root barriers
os specified. The tree root borriore shell be product I 1 24-2
as manufactured by Deep Root Portners, LP, 81 Lar.-gton St. #4
&qn FrcI LA (8(0-458-7668), or cpprceed equal,
1f;e bor6er shall be Block. tn;ecUon Molded Ponels, of 0,085'
2.16mm) %,all thickness in moI 24' (61cm) long by 24'
�61 cm) deep-, manufactured with o roinimurn 50% pool copsume
,r
recycled POfpPtOPYlene Plastic Wth added WWI mh-ibltars;
recyclable, Each pone! shalt ha-im
Blot less than 4 Voided Integral Ve.rtua! Poot Deflecting Ribs
of at least 0.085' (2.16mm) thckness protruding 112 (12.7mm)
at 9a from irate or or the barrier gar el, spcccv., 6 (15.24cm)
I (See panel dro-&g hn!Nr)
A Double Top III cons ling of two poraI ;nte,
'Ircf, hor'pzoritc!
ristis of the top of the P01-16 of a m-mom 0.085 (2.16mm)
thl,I 3/8' (9,53mal) Wide rind 1/4' (15.355,mrn) apart :!h tjne
lover rib attached to the verUccl noot deflecting riibs,(Sae Mull *A')
A minimum of 9 Anti-tAt Ground Lock Tabs conslMing of integral
horizontal ridg!S of 0 trilaimum 0,085* (2.16mm) thl&ness in 45e
shape of a segment of a circle, the 2* (50-8mm) Chord of the
segment jelilng the parI wall and the segrnent, protruding 3/8,
(9,53mm) from the pancl. The nine ground locks an each poriel shelf
be about equally spaced between each of the vertical rout deflecUrel'
ribs (3 beIfAeen ecI set of ribs, see Oeteiij
An 'integrated Zipper Joining System providing for instcrit
assembly by sliding one Panel Tinto onother. (See D--!ol
ZJh-, basic properbC5 of the mI shot be:
Test AZM Test Method Typleol, Value Copolymer
Faiygropyane
Teri0e strengUi 0 yrd - WaI 6838 7,354 PS(
Tee st-en1th 0 Veld - Knge DS38 231AIS PSI
rW4 -- Wrg OS48
rv',4 7,019
VII ttodv'us D700 10,625 PSI
iokk.71,;; II - Won WE& 3.8.4 (fl-los)
Rce"el ftddrtes-s f. sc,�* - "n-ar 07853E
?. Fxcoyation and soil preparorion shall conform to tha DraNI
1I *A*
7/16'
(11. 1 I m
(2.16mm)
WI
(2 .16M
(1 2 . 7
Detail 'B'
2 1/4-
(57,15mmvx/
M
II — X1-17
Patented Nu4fe To
fte Pm.-nWr 'If Rai lever 1
Groans, F-*o Strealtli, and
U.1rq,I larob ii oni
kniinoved App-orence
(Sea Detol 'AI I
I Dei,•>R"t
tkrrnti CA II PI
US. Patent fiio,, 5,070442
5,305,549 OM 5'52%55
and Chy"r Poterde Periffng
9(f Rao', EkN,,cIJng Ples
b-Ites'd poft of Per"Irl
U '-- \
PaI 0.085' (2.16ern) Trick �%
PII Oomvrer Rfucycled
iIiO'd0d OrOrind Dec 49
hig-ijil pods
(sm6 NW, W)
ft1nd-d U,3e% W Saftly and
N--jES�
[WN:'R/--DNTRAC1'--R T,-- TAKE NESSESSARY DRECIAUT-ENS T--, rR-VE\T A\Y FJRT----R
PFC11:N- W T Pr,' r1AK TN-LL F, 7 N-1 !C'X10' 4Tt PR71-CT-N --ARR[FR AN-1 NE -IR4- -
GLANCES W11HA 1b' U'- T--- IRE1,
INCHES REMOVED: 131" DBH
INCHES PROVIED: 27 TREES @ 3" DBH EACH = 81" DBH
DEFISIT: 50" DBH
U1
—
v
E L E V E 10111
7 -ELEVEN
SITE # 1014540
A
Z2\
TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK
INSTALLATICH SEQUENCE,,
MM DEEPROOT TREE ROOT BARRIER INISETINT 0
CONCRETE
t K'Spara bass end stftgeada
Z Trench to appropriate depth for
BA4RIER! -ISTALLEDI,�l ATREtICH Ito $UPGRACE
lrulallaUon of toot WKet to that
WrilcH is THEN CO!APACTE D, SAAR IER IS SET
top 01 barrier Is 2' 0M,) bvlga
SO THAT TOP EDGE WILL 8E 2< (50M) ABOVE
II qrsdit of top of Ior
COMPACTED 8-kSE (or h0lvaj bavee�i base
JI boN'xen top 0!cooicooled base
end fil'Sh Grade olSft BARRIER RIBS
eW finish lglitJa of BSI
FACE TUNI TREE RCO TS,
3, Place root barrien In trench, vertical
:) Concrete
ribs fi
must u;e totiand tree moos:
4, Rackl`iWaand compoct to reqvirenQM5,
'4-
ace forn material against ban-e
5 z' ace Hr
(it MSY be ra" i from 11 -e 0:.e.stde
of Ine forml)
Subgrade compaction' Compacted crushed bosµ
Tyo;cct DeepRool UR 24-2
Vgtionol use of UD 1a-2
To of root boryl-ar 2'
�5cm) below prZteir 4
grade Cf Curb
:7,
Bose-,
V. ANT hK)TE: Tree fo-'a5I must arign
with 'as-bulk' center of barrier.
Curb and Gutter
5/6' -J--�' Dpe?flofet UB 24-2 Typal [)"pftot US 24-2. Opplioriel use of UE1 15-2,
U8 8-2 or 1 12-'2 tfiril"num 6 pone"s or 12 llaeor feet (3,156m).
SAVED TREE
xREMOVED TREE
H FL NO.
ROOT BARRIER DETAIL CONSULTANT:
UB 24-2 Specificafts
2e DeepRoot Tree Root Borders
Specified tm,- root barriers ore a mechartical herfie, and
roo.1 d-flector to preIient free roots from damaging hard-
scopes and fundscopes, As,7-:s;bW In 2' long rnodOes to
creole va.7*,,N sizes of cilfaders for suriound;ng loot We
(Surround planting style) or for linstor upp!icaticns direcUl
basldie a hSrdI adic-ceril to one side of tht irtes (Linear
planting styte),
A 110teriats
1< The contractor shall II end install free root barriers
os specified. The tree root borriore shell be product I 1 24-2
as manufactured by Deep Root Portners, LP, 81 Lar.-gton St. #4
&qn FrcI LA (8(0-458-7668), or cpprceed equal,
1f;e bor6er shall be Block. tn;ecUon Molded Ponels, of 0,085'
2.16mm) %,all thickness in moI 24' (61cm) long by 24'
�61 cm) deep-, manufactured with o roinimurn 50% pool copsume
,r
recycled POfpPtOPYlene Plastic Wth added WWI mh-ibltars;
recyclable, Each pone! shalt ha-im
Blot less than 4 Voided Integral Ve.rtua! Poot Deflecting Ribs
of at least 0.085' (2.16mm) thckness protruding 112 (12.7mm)
at 9a from irate or or the barrier gar el, spcccv., 6 (15.24cm)
I (See panel dro-&g hn!Nr)
A Double Top III cons ling of two poraI ;nte,
'Ircf, hor'pzoritc!
ristis of the top of the P01-16 of a m-mom 0.085 (2.16mm)
thl,I 3/8' (9,53mal) Wide rind 1/4' (15.355,mrn) apart :!h tjne
lover rib attached to the verUccl noot deflecting riibs,(Sae Mull *A')
A minimum of 9 Anti-tAt Ground Lock Tabs conslMing of integral
horizontal ridg!S of 0 trilaimum 0,085* (2.16mm) thl&ness in 45e
shape of a segment of a circle, the 2* (50-8mm) Chord of the
segment jelilng the parI wall and the segrnent, protruding 3/8,
(9,53mm) from the pancl. The nine ground locks an each poriel shelf
be about equally spaced between each of the vertical rout deflecUrel'
ribs (3 beIfAeen ecI set of ribs, see Oeteiij
An 'integrated Zipper Joining System providing for instcrit
assembly by sliding one Panel Tinto onother. (See D--!ol
ZJh-, basic properbC5 of the mI shot be:
Test AZM Test Method Typleol, Value Copolymer
Faiygropyane
Teri0e strengUi 0 yrd - WaI 6838 7,354 PS(
Tee st-en1th 0 Veld - Knge DS38 231AIS PSI
rW4 -- Wrg OS48
rv',4 7,019
VII ttodv'us D700 10,625 PSI
iokk.71,;; II - Won WE& 3.8.4 (fl-los)
Rce"el ftddrtes-s f. sc,�* - "n-ar 07853E
?. Fxcoyation and soil preparorion shall conform to tha DraNI
1I *A*
7/16'
(11. 1 I m
(2.16mm)
WI
(2 .16M
(1 2 . 7
Detail 'B'
2 1/4-
(57,15mmvx/
M
II — X1-17
Patented Nu4fe To
fte Pm.-nWr 'If Rai lever 1
Groans, F-*o Strealtli, and
U.1rq,I larob ii oni
kniinoved App-orence
(Sea Detol 'AI I
I Dei,•>R"t
tkrrnti CA II PI
US. Patent fiio,, 5,070442
5,305,549 OM 5'52%55
and Chy"r Poterde Periffng
9(f Rao', EkN,,cIJng Ples
b-Ites'd poft of Per"Irl
U '-- \
PaI 0.085' (2.16ern) Trick �%
PII Oomvrer Rfucycled
iIiO'd0d OrOrind Dec 49
hig-ijil pods
(sm6 NW, W)
ft1nd-d U,3e% W Saftly and
N--jES�
[WN:'R/--DNTRAC1'--R T,-- TAKE NESSESSARY DRECIAUT-ENS T--, rR-VE\T A\Y FJRT----R
PFC11:N- W T Pr,' r1AK TN-LL F, 7 N-1 !C'X10' 4Tt PR71-CT-N --ARR[FR AN-1 NE -IR4- -
GLANCES W11HA 1b' U'- T--- IRE1,
INCHES REMOVED: 131" DBH
INCHES PROVIED: 27 TREES @ 3" DBH EACH = 81" DBH
DEFISIT: 50" DBH
U1
—
v
E L E V E 10111
7 -ELEVEN
SITE # 1014540
A
Z2\
® \JOSE DWG BY
PID #152915 544500130120
Ell i
VICINITY.bmp
PID #152915 5445001301001
Matters set forth in Schedule B, Section 2, of Lawyers Title Insurance Corporation's Title
Commitment No. TLF07- 000071 —L which are addressed by the Surveyor:
NONE
All matters of record are recorded in the Public Records of Pinellas County, Florida,
where otherwise noted.
SURVEYOR'S CERTIFICATE
TO: 7— Eleven, Inc. and Lawyers Title Insurance Company
Date: -- __ --___
(Signed) ______ ®_ —_
Registration No, 1269
WATER
VALVE
a
FIRE
HYDRANT �
WATER
VALVE
Zoning
MUNICIPALITY. CLEARWATER
DOWNTOWN • D
DIVISION i `• i
VISIT WWW.MUNICODE.COM TO VIEW MOST CURRENT VERSION
OF i`i
Flood Zone
.X"
COMMUNITY PANEL #125096 1210304108 H, REVISED 9/3/03
Basis of Bearings:
S. R/W LINE OF COURT ST,
ASSUMED AS EAST
NOTE: UNDERGROUND UTILITIES ARE SHOWN AS
ESTIMATED FROM CLEARWATER UTILITY ATLAS MAP
#286B TOGETHER WITH OUR FIELD LOCATION OF ABOVE
GROUND APPURTENANCES.
""A DRAIN INLET:
1/2 of the alley rebutting Lot 10 and the East 27 feat of Lot 11. z EXTERIOR FOOTPRINT OF �ro W TUR OF GRACE AREA OF SITE= 41,47316 SQ. FT,
-- EL.= 25.74'
0 v BUILDING: { � c�I ray.E.EI._.- 2�.4�°
PARCEL 4; 7358 SQUARE FEET 1` f { 2g ,/ r„ rs.EL.= 22.76° OR Q. ACRES
Igoe, S
FND
= FOUND
FPC
(100' R /W)
TYP
= TYPICAL
R/W
T.B.M. N &D
RR
= RAILROAD
2® XTC ABAND
61.15'
ASPHALT — °°F" CURB
SET(TBM)
b
> `�
WPP
= WOOD POWER POLE
EL = 26.02' N.A.V.D.
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A
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20.0 °(D}
(P)
""A DRAIN INLET:
1/2 of the alley rebutting Lot 10 and the East 27 feat of Lot 11. z EXTERIOR FOOTPRINT OF �ro W TUR OF GRACE AREA OF SITE= 41,47316 SQ. FT,
-- EL.= 25.74'
0 v BUILDING: { � c�I ray.E.EI._.- 2�.4�°
PARCEL 4; 7358 SQUARE FEET 1` f { 2g ,/ r„ rs.EL.= 22.76° OR Q. ACRES
Igoe, S
FND
= FOUND
FPC
v
TYP
= TYPICAL
R/W
�®
RR
= RAILROAD
MH
= MANHOLE
SIR
= SET IRON ROD
WPP
= WOOD POWER POLE
ENC
= ENCROACHMENT
--�
= OVERHEAD LINE
CONC
SAFP
20.0 °(D}
(P)
.0 R AS
BARKING
(M)
= MEASURED
FIR
= FOUND IRON ROD
PH
so.o °(B)
PARKING 4
= DEED & SET
SAN
= SANITARY
A/C
M
PR
MA
M
aaT TRAFFlC
12P N
RCP
METER
METER
= NAIL AND DISK
FIP
= FOUND IRON PIPE
PR
= POWER
PVC
= POLY VINYLCHLORIDE
G
= TYPICAL
RCP
2
TBM
= TEMPORARY BENCH MARK
4,
= PARCEL IDENTIFICATION NUMBER
CLF
:.
HP
✓
N.T.S.
o
ev
SAN.
OUT
= POINT OF BEGINNING
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BLdG. ENCR. p.09`
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CONCRETE
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LB#760
BLDG. ENCR. 0.04'
6" RAIN CUTTER ENCR. OVERHEA
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2,05'
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FND N &D
LB#760
BLDG.T E: 7 61.85'
80,67'(D &S)
4>0
WATER
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°
49.33'(D}
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""A DRAIN INLET:
1/2 of the alley rebutting Lot 10 and the East 27 feat of Lot 11. z EXTERIOR FOOTPRINT OF �ro W TUR OF GRACE AREA OF SITE= 41,47316 SQ. FT,
-- EL.= 25.74'
0 v BUILDING: { � c�I ray.E.EI._.- 2�.4�°
PARCEL 4; 7358 SQUARE FEET 1` f { 2g ,/ r„ rs.EL.= 22.76° OR Q. ACRES
Igoe, S
FND
= FOUND
FPC
= FLORIDA POWER CORPORATION
TYP
= TYPICAL
R/W
= RIGHT --OF —WAY
RR
= RAILROAD
MH
= MANHOLE
SIR
= SET IRON ROD
WPP
= WOOD POWER POLE
ENC
= ENCROACHMENT
OHL
= OVERHEAD LINE
CONC
= CONCRETE
(D)
= DEED
(P)
= PLAT
(M)
= MEASURED
FIR
= FOUND IRON ROD
PH
= PHONE
(D&S)
= DEED & SET
SAN
= SANITARY
A/C
= AIR CONDITIONER
PR
= POWER
DI
= DUCTILE IRON
RCP
= REINFORCED CONCRETE PIPE
N&D
= NAIL AND DISK
FIP
= FOUND IRON PIPE
PR
= POWER
PVC
= POLY VINYLCHLORIDE
TYP
= TYPICAL
RCP
= REINFORCED CONCRETE PIPE
TBM
= TEMPORARY BENCH MARK
PID
= PARCEL IDENTIFICATION NUMBER
CLF
= CHAIN LINK FENCE
HP
= HANDICAP
N.T.S.
= NOT TO SCALE
P.O.B.
= POINT OF BEGINNING
'C
= WOOD POWER POLE
eGAS
= GAS VALVE
= TRAFFIC SIGN
= WATER VALVE
A
I F I C A T 1 0 N JOHN C. BRENDLA AND ASSOCIATES, I R E V I S I
I hereby certify that the survey represented hereon meets the Consulting Engineers Surveyors TITLE No. E S C R I P T 1 0 N
requirrements of Chapter 61G17-6, Florida administrative Code. 1. REVISED - TO LOT 9 AND EAST 20 FEET OF LOT S
01 1111111111M