601 FT HARRISON AVE Sr•' CITY OF CLEARWATER PLANNING & DEVELOPMENT SERVICES
TREE REMOVAL PERMIT
NAME OF OWNER.
OWNER'S ADDRESS
PHONE , I L' I - :i 56 -- Sis`S�
SITE ADDRESS L>Q I - (, r'; .S
LOCATION OF TREE(S) ON LOT
SPECIES AND NUMBER OF TREE(S)
t, .
TO APPLICANT: A non - refundable fee of $15,00 for up to five trees to
be removed, plus $3,00 for every tree above 5 to be
removed is required.
REASON FOR REMOVAL.
►construction
• Permit # ,;=!
•see "A" below
❑ Hazardous
0 Declining
❑ Dead
❑ Other (Specify)
Fee Recd.
Receipt #. i
A) CONSTRUCTION Date
1. For new construction, additions or other modifications of a property which involve the removal of C protected tree(s),
a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others, The
site plan must include:
a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including:
b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH)
c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location
d. Parking Arrangement i. All easements and Rights -of -Way (iii.) Species
e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees
k. Tree Barricade Detail & Locations
2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain
intact during construction. The barriers must meet City Specifications.
B) REPLACEMENTS
1. Tree replacement minimum standards: 12' overall height, 4" caliper, Florida Grade #1. See inspectors note below to
determine the number of replacement trees required. Replacements required within 30 days.
I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s)'sought
to be removed is wholly on property owned by the above - identified property owner, and should it be determined that
the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of
Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together
with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation
from the per it issued;0hall r nder pLoand void and be considered a violation of the Community Development Code.
Sig ure of o er or applicant Printed Name
COI S�iCur-w- (lead ' C. �4 j
11
Address Agency Representing OCL #
cLY e.r- FIL 339u, 11119 '533 8aa44 111"] s 3s q g ss
Ci State Zip Phone. Fax
DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent
Applicable Code Section �°5 ` I g ' W "
Based on the Inspector's comments and information submitted, the above removal application is:
0 Approved as Submitted Approved - Modified as Noted Above 0 Denied
�GSigned: � Date: J -7
Community Development Coordinator or Designee /Inspector Valid for six months from the date of issuance:
Z
O
VN
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CITY OF CLEARWATER
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
Telephone (727) 562 -4720 Fax (727) 562 -4735
Compliance Notice
Planning
Department
A E M ERFAHRUNG. LLC
C /O. CRONUS INC
PO BOX 45 -2124
MIAMI, FL 33245
RE: 601 S FT HARRISON AVE
Dear. Property Owner:
CDC2008 -02362
The City of Clearwater Planning Department has done a re- inspection at the above address and has
found the property is in compliance of the following City code:
Section of City Code violated: 3- 12041. Facts behind violation: " *DEAD, DECLINING, MISSING AND
DISEASED. PLANT MATERIAL'" shall be replaced with healthy material of similar type in keeping with the
landscaping requirements at the time of original planting and in accordanith the approved landscape
plan. A j
Inspector Sigbbture
DATE MAILED: 11/24/2008
INSPECTOR: Matthew Anderson
INSPECTOR TELEPHONE: 562- 4567xt2504
r:\Forms\CDC—Compliance-Tree.rpt
SM
Debbie Corbo
Property Manager
SOUTHERN MANAGEMENT AND DEVELOPMENT, L.P.
Tel: (813) 643 -4996
Fax: (813) 685 -9993 8515.101 Gunn Hwy.
email: debbiec@smdpropertycom Odessa, FL 33556
CITY OF CLEARWATER
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
Courtesy Notice
Planning
Department
A E M ERFAHRUNG LLC
0/0 CRONUS INC
PO BOX 45 -2124
MIAMI, FL 33245
RE: 601 S FT HARRISON. AVE
Dear. Property Owner:
CDC2008 -02362
The. City. of Clearwater Planning Department has done an inspection at the above address and has found
the property is in violation of the following City code:
Section of City Code violated:. 3- 12041. Facts behind violation:. *"DEAD, DECLINING, MISSING. AND
DISEASED. PLANT MATERIAL" shall be replaced with healthy material of similar type in keeping with the
landscaping requirements at the. time of original planting and in accordance with the approved landscape
plan.
Specifically, To. be. in Compliance you must Replace the missing Washington Palms in the
foundation islands near the Publix entrance. Replace the miising or dead Indian Hawthorne
in interior islands. Replace the missing and dead Lirope, Dwarf Oleadner, White Bird. of
Paradise, Hibiscus, Dwarf Yaupon, and Viburnum in the perimeter Landscaping bed along
Ft. Harrison. Ave. Replace the missing and dead Dwarf Yaupon around the Wachovia bank.
Replace .1 Magnolia missing near the Wachovia bank. Repolace the missing and dead
shrubs in the South perimeter, also replace the missing. Aztec grass in the South and East
perimeter landscaping beds. Replace 5 missing Red. Maple trees around the retention Pond..
Replace the missing. and dead shrubs around the retention pond. Replace 1 missing palm
on Ft. Harrison in front of the retail building. Mulch any and all landscaping beds on the
property according to Section 3- 1204.B. Inspectand insure. all that all irrigation is working
properly.
No further action is required on your part if the violation is corrected by September 15, 2008.
Our goal is to achieve voluntary compliance through education, communication and cooperation. We
would appreciate your assistance in achieving this goal. If you have any questions concerning this matter, .
or if you need any additional information, please do not he ' to c onjact the ity f Clearwater Planning
Department. ����
&Nplia (—
1 t Inspector
k �IS1 Zoo l
D ATE MAILED: . 8/15/2008
INSPECTOR: Matthew Anderson
INSPECTOR TELEPHONE: 562- 4567xt2504
rAForms \CLW CourtesyLtrCDC.rpt
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Symbol
Quantity
Item
Common Name
Size
19
Acer rubru 1
Red Maple
12' ht.
3"
cal.
62
Hibiscus rasa sinensis i
Hibiscus
3 gal.
24"
x
24".
451
Viburnum suspensum
Sandankwa Viburnum
3 gal.
24"
x
24"
6
Lagerstroemia indica 'Muskogee'
Crepe Myrtle
8' ht, 2"
cal.
standard
109
Liriope muscari 'Evergreen Giant
Evergreen Giant Liriope
1 gal,
944
Liriope muscari 'Variegata'
Aztec Liriope
3 gal.
18
x
18"
21
Magnolia grandiflora 'Alta' 1
Alta Southern Magnolia
12' ht,
4"
cal.
127
Nerium oleander 'Dwarf'
Dwarf oleander
3 gal,
18"
x
18"
27
Plumbago auriculata
Plumbago
3 gal.
24"
x
24"
37
Podocarpus macro hylla
p
Yew
3 gal.
24"
x
24
21
Quercus virginiana 'QVTIA'
Highrise Live Oak
3 " cal. 65
g al.
14'
m
in. ht.
16
Quercus virginiana
Llve Oak
13" cal. 65
gal.
14'
min. ht.
802
Raphiolepis indica
Indian Hawthorne
3 gal.
18"
x
18"
13
Strelitzia reginae
Bird of Paradise
5 gal.
103
Viburnum odoratissimum 'Awabuki'
Awabuki Viburnum
3 gal.
24"
x
24"
34
Sabal palmetto
Cabbage Palm
12' C.T.
12'
Sabal palmetto
Cabbage Palm
15' C.T.
9
Ravenala madagascar
Traveler's Palm
8-12' oa ht.
federate Jasmine
1 gal,
10149��� M� =M
HIGHRISE OAK AND ALTA MAGNOLIA SOURCE:
CHERRY LAKE TREE FARM
LUC DUYTSCHE
#352-516-1162 CEL
#800-429-2171 x238 OFFICE
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IG SOIL
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VED TOPSOIL BACKTILL
T MOSS /FERTILIZER MIX.
IG SOIL
qll dun ru
PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE
FINISHED GRADE
PAINT ALL CUTS OVER I" DIA,
2 STRAND TRISTED 12 GUAGE
GAL. WIRE ENCASED IN 1" Dik
RUBBER HOSE
HARDWOOD STAKES
3 STAKES 2' X 2"
DRIVEN (MIN. 18") FIRMLY
INTO SUBGRADE PRIOR
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MULCH
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SAUCER
SPECIFIED PLANTING MIX
II
,III
I
WATER & TAMP TO °III
I I (��
III
REMOVE AIR POCKETS
NOTE:
STAKING AS REQUIRED
2 X BALL DIA.
TREE PLANTING
VERTICAL
STAKES
SCALE: NOT TO SCALE
E INV, =27.71
E NV. = 27.70
W INV. = 27.76
WAIL LLLV. = JL/I
THROAT EL V. = 30.98
N INV. = 28.90 (BLOCKED)
S INV. = 28.80
15 "R.C.P.
rFALL STRUCTURE
OF STRUCTURE = 24.65
INV_ = 1R.79
I a3.so�
I
I1I
I
I
RIM ELEV. = 36.10
S INV .-32.50
SE INV. = 32.46
E INV. = 32.48
W INV. = 32.46
8" CLAY
P.P.
TS.R
�t
I J p osphait pavement NEANV.r s133oss
S INV 2637" GRATE ELEV. = 31.20 L 0 T 2
L ci T 2 287 +2993 2928 2975 3 N INV. = 27.40
28 6t 30.4 30.3 I
zs.r 29:11 one wail v,,: `� . zs.52 . , ,. -29.91
I '2 0.6 18 R C.P. 3oa 1
29+2 3°
+2a7 12° FCM 4 S 01'06'36 "E 30" 174.99' 30.2 i 7s 4. T 4.5 1 +� I
1, 15.1' 0.6' 30.99 30.85, 31.15 31.95 FCM 4 i
6' wood fence cove nc . 7J .1 p r 00 ion .V \20.5' 25.5'
10.7' ''�u,,•'' e51° Ts� \
36" 31.66. Iij o l L 0 T 1
1 story 41.7° -'8.5' �' CO C� block 3 �_
L 0 T 1 wood frame to a', .• pavers e --� water 3182
garage 39" 1 story wood conc.,, 00, o v * 14., blow- ff
4" cast iron C� 18.8' 31,12 .@ : .31.96 N E
feAnceain link sanitory frame #610,��
®' .. ..9 '.' Y v \ P.P. 3244
22.2° t ° landscape,' hot water # " r`. ence end
story +zs.7 \; ;conc r timbers. '31.84 wood 20,3' heater shed 30" �� 47
1 y 10, 8' 56,1 a�.. . ', °' porch FCM 4" # steps 5.4'` ;. ® 0,1 ' off 32.5
wood frame FCM 4" r ;`. wood orch 3 y
L2 SIR' 0.8' 3247` 3220 �i�
garage 3
4.4' 11 `' 320¢ 32 woad steps o wand 1, 26,4' 3216 C.L.P.
` 0 9`5„ Q 40.1' steps 5,2 2 stor ,��
3272 3243 v \ 1 iv7,WOOd ,
roots 1 story r�7 o,frame ® U
wood iv 0 v • 0 c
4.0'� 1 story masonry \ �^ 3297: 287 steps wood frame( wood \ #610 V�
o garage \ o dirt ._ 9 Porch 1� , 3279 ,
L 0 T i #608 \ drive'+ 26.3
L 0 T' 8 32s4 3269329 1 19 ", 17° 1a° wood 9 ,
�` C.L.P. 16, C� O steps 276 cone ;
10' 16 # # 33.61
18 "16^ 3296
# �
' 3289 32 9
5., 5" 32 6
3.40 soil boring 6 11"
1.2' 7.. O < #
6 47' I 1� 33.9
jj GL
0 4 1 0
+31.6 +31.6 0 > 10" i 3235
3.87
0C) o 4
+323 +325 w Q 39 +3326 5" g
L 0 T 2° r. dirt I i. 5"' L 0 T 1 0 �'' 36" 33'z �i 4.07
33 05
LOT 7 5c C: �''drle .9v iI 4.07
o = 1 { i a ` i3 c' 4.n
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a v v 0 ® *8.34.06
o o a) I Q:
I `s :L' ( v ' 33.15
fence end +325 +333 I ° C.L.P. c U
0.7' off 14" 7„_,. 1 i,
329 +333 + +33.8 �s o o�nm -H3 ~3 i to
i 3" 33.1
8"
11'" 0 n
1 -
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fence O t0 +4n3 _ >, * +, 1 1? X a 5"
- L v 4.0 ll` t� 32 ti
onf line o C3 I .:- ( o v 3 `u 3285 4.17
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1 story 6 wood fence 0 1 v 12" �,
wood frame L O T 6 o a o v 34.z + w LOT 1 1 o {
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L 0 T 3 garage 33 "" �, ¢ ( I cyr and auger 3 0 o c v
1.4'1 metal o L I ( C.L.P,
a� *' o + 0
shed
,j
34.93 a � v y J � ° �a
aw w c, a< A a steps
conc conc a a, 34.99 o c 34.08 32$3 I �, z 33.93
34.7+ 34.8+ 3$�9 T X3484 68 26,3' 34.5 X N q v COnC
tz 1
Ova 321
WOOd ' f7 22
11" 35.0"
4
porch 34.z tory.o �°' 7 "s' ° o' ,3338 ss
1 s
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33 D8'
@7" o c yL `C S v)
15, 1 story
`t i asphalt pavement �) I � �
®1 stork 5
yy 3506 ( 0 5..
17"
o
L 0 T 4 o woody ti �° masonr c? 35.32 s,.6,.s o ( 33.8+ ('
fra \me
LO #607 sae 351s .a y I L O T 1 2 hand auger 6 o
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-4_' .`W .INV. .28.85 X3536
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52 LS.
if
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rya
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7.62
e
RIM ELEV. = 37.
= 34.50
.73 SE INV. = 35.54
9 E INV. = 34.94
W INV. = 34.94
+3 &10
i7. ..,
concil
�a.a6
I
L 0 T 4 t
I
i
I
conc
(typical)
I.S.P. t.P.
TREE LEGEND
12" = 12" OAK TREE
12" = 12" WILLOW TREE
12" = 12" MULBERRY TREE
12" a 12" PALM TREE
12" 12" BAY TREE
12" 12" MAGNOLIA TREE
12" = 12' CITRUS TREE
1 -' . 12" JACARANDA ,TREE
12" = 12' SYCAMORE TREE
12 4 - 12" PINE TREE
12'" 4 s 12" CEDAR
12" Q = 12" ELM TREE
12" ® s 12" MAPLE TREE
12" Q - 12" WAX MYRTLE TREE
12" <4 - 12' OTHER SPECIES
12" <1 - 12' CYPRESS TREE
12" 0 = 12" PECAN TREE
12" = 12" BOTTLE BRUSH TREE
12 ". = 12" CAMPHOR TREE
12 "° = 12" CHINABERRY TREE
12" = 12" PERSIMMON TREE
IMMERMWO
03*20'46"W
j
I
II
R
58.60' •
RIM ELEV. = 31.61
t j
I
E INV. =12.11
S NV. = 25.39
L5
NW INV. = 18.39
i • e
•
•
W INV. = 12.11
01'01'34"E
RIM ELEV. = 31.49
SE 1" = 28.33
S
• •
+1r
N INV 25.61
W INV. - 25.58
RIM ELEV. = 31.30
N INV. = 28.20
E INV, =27.71
E NV. = 27.70
W INV. = 27.76
WAIL LLLV. = JL/I
THROAT EL V. = 30.98
N INV. = 28.90 (BLOCKED)
S INV. = 28.80
15 "R.C.P.
rFALL STRUCTURE
OF STRUCTURE = 24.65
INV_ = 1R.79
I a3.so�
I
I1I
I
I
RIM ELEV. = 36.10
S INV .-32.50
SE INV. = 32.46
E INV. = 32.48
W INV. = 32.46
8" CLAY
P.P.
TS.R
�t
I J p osphait pavement NEANV.r s133oss
S INV 2637" GRATE ELEV. = 31.20 L 0 T 2
L ci T 2 287 +2993 2928 2975 3 N INV. = 27.40
28 6t 30.4 30.3 I
zs.r 29:11 one wail v,,: `� . zs.52 . , ,. -29.91
I '2 0.6 18 R C.P. 3oa 1
29+2 3°
+2a7 12° FCM 4 S 01'06'36 "E 30" 174.99' 30.2 i 7s 4. T 4.5 1 +� I
1, 15.1' 0.6' 30.99 30.85, 31.15 31.95 FCM 4 i
6' wood fence cove nc . 7J .1 p r 00 ion .V \20.5' 25.5'
10.7' ''�u,,•'' e51° Ts� \
36" 31.66. Iij o l L 0 T 1
1 story 41.7° -'8.5' �' CO C� block 3 �_
L 0 T 1 wood frame to a', .• pavers e --� water 3182
garage 39" 1 story wood conc.,, 00, o v * 14., blow- ff
4" cast iron C� 18.8' 31,12 .@ : .31.96 N E
feAnceain link sanitory frame #610,��
®' .. ..9 '.' Y v \ P.P. 3244
22.2° t ° landscape,' hot water # " r`. ence end
story +zs.7 \; ;conc r timbers. '31.84 wood 20,3' heater shed 30" �� 47
1 y 10, 8' 56,1 a�.. . ', °' porch FCM 4" # steps 5.4'` ;. ® 0,1 ' off 32.5
wood frame FCM 4" r ;`. wood orch 3 y
L2 SIR' 0.8' 3247` 3220 �i�
garage 3
4.4' 11 `' 320¢ 32 woad steps o wand 1, 26,4' 3216 C.L.P.
` 0 9`5„ Q 40.1' steps 5,2 2 stor ,��
3272 3243 v \ 1 iv7,WOOd ,
roots 1 story r�7 o,frame ® U
wood iv 0 v • 0 c
4.0'� 1 story masonry \ �^ 3297: 287 steps wood frame( wood \ #610 V�
o garage \ o dirt ._ 9 Porch 1� , 3279 ,
L 0 T i #608 \ drive'+ 26.3
L 0 T' 8 32s4 3269329 1 19 ", 17° 1a° wood 9 ,
�` C.L.P. 16, C� O steps 276 cone ;
10' 16 # # 33.61
18 "16^ 3296
# �
' 3289 32 9
5., 5" 32 6
3.40 soil boring 6 11"
1.2' 7.. O < #
6 47' I 1� 33.9
jj GL
0 4 1 0
+31.6 +31.6 0 > 10" i 3235
3.87
0C) o 4
+323 +325 w Q 39 +3326 5" g
L 0 T 2° r. dirt I i. 5"' L 0 T 1 0 �'' 36" 33'z �i 4.07
33 05
LOT 7 5c C: �''drle .9v iI 4.07
o = 1 { i a ` i3 c' 4.n
v v
a v v 0 ® *8.34.06
o o a) I Q:
I `s :L' ( v ' 33.15
fence end +325 +333 I ° C.L.P. c U
0.7' off 14" 7„_,. 1 i,
329 +333 + +33.8 �s o o�nm -H3 ~3 i to
i 3" 33.1
8"
11'" 0 n
1 -
3395 �I4.41E 18
fence O t0 +4n3 _ >, * +, 1 1? X a 5"
- L v 4.0 ll` t� 32 ti
onf line o C3 I .:- ( o v 3 `u 3285 4.17
��.
�'c v U 6 ". ( X317 on ,
1 story 6 wood fence 0 1 v 12" �,
wood frame L O T 6 o a o v 34.z + w LOT 1 1 o {
U ,
L 0 T 3 garage 33 "" �, ¢ ( I cyr and auger 3 0 o c v
1.4'1 metal o L I ( C.L.P,
a� *' o + 0
shed
,j
34.93 a � v y J � ° �a
aw w c, a< A a steps
conc conc a a, 34.99 o c 34.08 32$3 I �, z 33.93
34.7+ 34.8+ 3$�9 T X3484 68 26,3' 34.5 X N q v COnC
tz 1
Ova 321
WOOd ' f7 22
11" 35.0"
4
porch 34.z tory.o �°' 7 "s' ° o' ,3338 ss
1 s
s" metal \ cv o Cv to �
33 D8'
@7" o c yL `C S v)
15, 1 story
`t i asphalt pavement �) I � �
®1 stork 5
yy 3506 ( 0 5..
17"
o
L 0 T 4 o woody ti �° masonr c? 35.32 s,.6,.s o ( 33.8+ ('
fra \me
LO #607 sae 351s .a y I L O T 1 2 hand auger 6 o
a�.08
1 4L
:
-4_' .`W .INV. .28.85 X3536
v
c
0
38.06.
0
ofi
N ' I
1"*
T 1 :.iii
,'r�S1873 .
52 LS.
if
t
rya
S.G.O. 1 L
7.62
e
RIM ELEV. = 37.
= 34.50
.73 SE INV. = 35.54
9 E INV. = 34.94
W INV. = 34.94
+3 &10
i7. ..,
concil
�a.a6
I
L 0 T 4 t
I
i
I
conc
(typical)
I.S.P. t.P.
TREE LEGEND
12" = 12" OAK TREE
12" = 12" WILLOW TREE
12" = 12" MULBERRY TREE
12" a 12" PALM TREE
12" 12" BAY TREE
12" 12" MAGNOLIA TREE
12" = 12' CITRUS TREE
1 -' . 12" JACARANDA ,TREE
12" = 12' SYCAMORE TREE
12 4 - 12" PINE TREE
12'" 4 s 12" CEDAR
12" Q = 12" ELM TREE
12" ® s 12" MAPLE TREE
12" Q - 12" WAX MYRTLE TREE
12" <4 - 12' OTHER SPECIES
12" <1 - 12' CYPRESS TREE
12" 0 = 12" PECAN TREE
12" = 12" BOTTLE BRUSH TREE
12 ". = 12" CAMPHOR TREE
12 "° = 12" CHINABERRY TREE
12" = 12" PERSIMMON TREE
IMMERMWO
1. FIELD BEARINGS SHOWN ARE BASED ON THE RIGHT -OF -WAY LINE OF SOUTH FORT HARRISON
AVENUE, LINE BEING N.01'01'28 "W,
2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND
UTILITIES, ENCROACHMENTS, IMPROVE}viENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND
UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND
VISIBLE FACILITY EVIDENCE. THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS
OF A QUALITY LEVEL C AS DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION. UTILIZING
THIS METHOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF THE UNDERGROUND
UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR.
4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN
VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE
SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO
ANYONE OTHER THAN THOSE CERTIFIED TO.
5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED,
6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL,
HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS.
7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
125096 0015 D, DATED AUGUST 19, 1990. POLARIS ASSOCIATES, INC. AND THE
SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION.
THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL
GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR
TO ANY JUDGEMENTS BEING MADE FROM THIS INFORMATION, THE ABOVE REFERENCED MAP STATES
IN THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY ".
8, UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE
FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT, NO SEARCH OF
ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC„ WAS PERFORMED BY THIS FIRM FOR THE
COMPLETION OF THIS SURVEY,
9. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE
INSURANCE COMPANY, COMMITMENT FOR TITLE INSURANCE, COMMITMENT NUMBER 273, FILE
NO. 108456 -4 -9A, EFFECTIVE DATE JANUARY 26, 2001 AT 5 :00 P.M„ ISSUED FEBRUARY 7, 2001,
ISSUED BY; MACFARLANE, FERGUSON & McMULLEN, 625 COURT STREET, CLEARWATER, FL. 33756.
THE FOLLOWING ITEMS REFER TO SCHEDULE B -II:
ITEMS 1 THROUGH 12 - NOT MATTERS OF SURVEY
ITEM #13 - 15.0 FOOT SEWER EASEMENT PER O.R. BOOK 7522, PAGES 1300 -1301
SHOWN HEREON,
ITEM #14 - 6.0 FOOT UTILITY EASEMENT PER O.R. BOOK 7522, PAGE 1302
SHOWN HEREON.
ITEM #15 - NOT A MATTER OF SURVEY
ITEM #16 - 34.0 FOOT GAS LINE EASEMENT PER O.R. BOOK 7522, PAGE 1298
SHOWN HEREON.
ITEM #17 - SUBJECT TO RESERVATIONS OF OIL, GAS AND MINERALS AND /OR RIGHTS OF WAY
TO TRUSTEES OF THE INTERNAL IMPROVEMENT FUND AS RECORDED IN DEED
BOOK 1106, PAGE 69.
ITEM #18 - 34.0 FOOT GAS LINE EASEMENT PER O.R. BOOK 7522, PAGE 1298
SHOWN HEREON.
ITEM #19 - 6.0 FOOT UTILITY EASEMENT PER O.R. BOOK 7522, PAGE 1302
SHOWN HEREON.
I -i E MI #20 - SUBJECT 70 RESERVATIONS OF OIL, GAS AND MINERALS AND /OR RIGHTS �-;' 7ti AY
TO TRUSTEES OF THE INTERNAL IMPROVEMENT FUND AS RECORDED IN DEED
BOOK 1149, PAGE 34.
ITEM #21 - FLORIDA POWER DISTRIBUTION EASEMENT PER O.R. 5293, PAGE 1080
DOES NOT FALL ON SITE
ITEM #22 - 7.5 FOOT DRAINAGE AND UTILITY EASEMENT PER O.R. 3685, PAGE 794 DOES NOT
FALL ON SITE.
ITEM #23 - 10.0 FOOT DRAINAGE AND UTILITY EASEMENT PER O,R. BOOK 4982, PAGE 1164
DOES NOT FALL ON SITE,
ITEM #24 - 2 -7.0 FOOT EASEMENT RESERVATIONS PER DEED BOOK 1032, PAGE 25, DEED BOOK
1347, PAGE 585 AND O.R. BOOK 3831, PAGE 137 DOES NOT FALL ON SITE.
ITEM #25 - NOT A MATTER OF SURVEY
10. ELEVATIONS SHOWN HEREON ARE BASED ON A CITY OF CLE ARWATE R BENCH MARK "BM-E6"
HAVING AN ELEVATION OF 23.045, NATIONAL GEODETIC VERTICAL DATUM, 1929.
11. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE
DIAMETER BREAST HIGH. SMALLER TREES, NON - PROTECTED SPECIES (INCLUDING ORNAMENTALS)
AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED.
L
T V.M. = UNDERGROUND CABLE TELEVISION MARKER :0E TL= UNDERGROUND TELEPHONE PAINT MARK
I. V.B. = CABLE TELEVISION UTILITY BOX T.U.B. U.T.M. = APPROXIMATE LOCATION OF UNDERGROUND
P,P, AK - POWER POLE �Q® ®T® ®' " ®® TELEPHONE CABLE WITH TELEPHONE UTILITY BOX
O.N.L. = OVERHEAD LINES UNDERGROUND TELEPHONE CABLE WARNING MARKER
C,P. fir' = COMBINATION POLE (POWERIPHONE) T.P. ,;Sir = TELEPHONE POLE
L.P. XPY = LIGHT POLE F.O.M.¢ = UNDERGROUND FIBER OPTIC LINE WARNING MARKER
C.L.P. Al( = COMBINATION & LIGHT POLE FH' � UNDERGROUND FIBER OPTIC LINE PAINT MARK
GUY POLE i -W ®-- APPROXIMATE LOCATION OF UNDERGROUND WATER
G.P. = LINE WITH FIRE HYDRANT, WATER VALVE & METER
M.P. gjr = METER POLE TS,T = TRAFFIC SIGN
E - GUY WIRE M.B. = MAILBOX
Q =ELECTRIC UTILITY BOX (TRANSFORMER) = 6 CHAIN LINK FENCE UNLESS OTHERWISE NOTED
PL # = POST OR PARKING BALLARD
= UNDERGROUND POWER PAINT MARK ®: • Q CONC. - CONCRETE
= ELECTRICAL OUTLET F,D.O.T. = FLORIDA DEPARTMENT OF TRANSPORTATION
ELECTRIC UTILITY BOX S.R.D. = STATE ROAD DEPARTMENT
O.R. = OFFICIAL RECORD BOOK
Q = ELECTRIC METER P.L.S. = PROFESSIONAL LAND SURVEYOR
kj = DECORATIVE LIGHT LB# = LICENSED BUSINESS NUMBER
-� - E- - -£- = APPROXIMATE LOCATION UNDERGROUND POWER LINES O%A = OVERALL DIMENSION RO,C, = POINT OF COMMENCEMENT
C�7M = MONITORING WELL P.O.B. = POINT OF BEGINNING
® = UTILITY MANHOLE j = CENTERLINE
® - PEDESTRIAN CROSSING SIGN RIW = RIGHT-OF-WAY
T.S.B. = TRAFFIC SIGNAL UTILITY BOX ELEV. = ELEVATION
T.S.P.' = TRAFFIC SIGNAL POLE
STORM CURB INLETS F.I.R. p = FOUND IRON ROD
F. LP. O = FOUND IRON PIPE
1 ~ I 1 \ S.I.R. 0 = SET 112' IRON ROD & CAP L.B. #6113
® = MITERED END SECTION E.C.M.❑ - FOUND CONCRETE MONUMENT
C� - FLARED END SECTION (P) = BEARINGIDISTANCE PER PLAT
= GRATE INLET (D) = BEARINGIDISTANCE PER DEED DESCRIPTION
=$„ = STORM SEWER PIPE & MANHOLE (F) - BEARING/DISTANCE PER FIELD MEASUREMENT
S. V. S.C.O. = SANITARY SEWER PIPE, MANHOLE, CtEANOUT & VALVE (C) = BEARINGIDISTANCE PER CALCULATION
R.C.P. = REINFORCED CONCRETE PIPE SN &D = SET NAIL AND BRASS DISK LB461I3
C.M.P. = COF.'RUGATED METAL PIPE FN. �D = FOUND ;JAIL AND DISK
P.V.C, = POLY VINYL CHLORIDE TYPICAL SPOT ELEVATIONS
D.I.P. = DUCTILE IRON PIPE TOP OF OF CURB ELEV. CURB ELEV. gg9gg&,11�5 SHOWN) OF PAVEMENT ELEV. 96.1a
V.C.P. = VITRIFIED CL Y PIPE EDGE I N PAVEMENT ELEV. 96:I 1°
G --M-0 = APPROXIMATE LOCATION OF UNDERGROUND GROUND ELEV. 95.2 -
G.
V. U.G.L. GAS LINE WITH GAS VALVE, GAS METER TOP OF CURB ELEV. 96.68 GROUND ELEV. 95.2,.
GL & GAS LINE WARNING SIGN EDGE OF PAVEMENT ELEV. 96.18
= BURIED GAS LINE PAINT MARK
D.B. = DEED BOOK 1 = DENOTES ITEM NUMBER IN SCHEDULE B -II
03*20'46"W
j
116.57'
R
58.60' •
L4
S
**
L5
N
i • e
•
•
S
01'01'34"E
L8
S
• •
+1r
1. FIELD BEARINGS SHOWN ARE BASED ON THE RIGHT -OF -WAY LINE OF SOUTH FORT HARRISON
AVENUE, LINE BEING N.01'01'28 "W,
2. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED
SURVEYOR AND MAPPER.
3. NO EXCAVATION WAS PERFORMED TO VERIFY THE LOCATION OR EXISTENCE OF ANY UNDERGROUND
UTILITIES, ENCROACHMENTS, IMPROVE}viENTS, STRUCTURES OR FOUNDATIONS. UNDERGROUND
UTILITY LINE LOCATIONS (IF SHOWN HEREON) ARE BASED UPON UTILITY PROVIDER ATLASES AND
VISIBLE FACILITY EVIDENCE. THIS UTILITY LOCATION METHODOLOGY MEETS THE REQUIREMENTS
OF A QUALITY LEVEL C AS DEFINED BY THE FEDERAL HIGHWAY ADMINISTRATION. UTILIZING
THIS METHOD IT IS NOT UNUSUAL TO FIND THAT 15 TO 30 PERCENT OF THE UNDERGROUND
UTILITIES ARE EITHER OMITTED OR ARE PLOTTED TWO FEET OR MORE IN ERROR.
4. RE -USE OF THIS SURVEY FOR PURPOSES OTHER THAN WHICH IT WAS INTENDED, WITHOUT WRITTEN
VERIFICATION, WILL BE AT THE RE -USERS SOLE RISK AND WITHOUT LIABILITY TO THE
SURVEYOR. NOTHING HEREIN SHALL BE CONSTRUED TO GIVE ANY RIGHTS OR BENEFITS TO
ANYONE OTHER THAN THOSE CERTIFIED TO.
5. ALL FOUND POINTS ARE UNMARKED UNLESS OTHERWISE NOTED,
6. THIS SURVEY IS NOT INTENDED TO SHOW THE LOCATION OR EXISTENCE OF ANY JURISDICTIONAL,
HAZARDOUS OR ENVIRONMENTALLY SENSITIVE AREAS.
7. THE SITE APPEARS TO BE IN FLOOD ZONE X, ACCORDING TO THE FEDERAL EMERGENCY
MANAGEMENT AGENCY, FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
125096 0015 D, DATED AUGUST 19, 1990. POLARIS ASSOCIATES, INC. AND THE
SIGNING SURVEYOR HEREON ASSUMES NO LIABILITY FOR THE ACCURACY OF THIS DETERMINATION.
THE AUTHOR OF THE MAP, THE FEDERAL EMERGENCY MANAGEMENT AGENCY, OR THE LOCAL
GOVERNMENTAL AGENCY HAVING JURISDICTION OVER SUCH MATTERS SHOULD BE CONTACTED PRIOR
TO ANY JUDGEMENTS BEING MADE FROM THIS INFORMATION, THE ABOVE REFERENCED MAP STATES
IN THE NOTES TO THE USER THAT "THIS MAP IS FOR INSURANCE PURPOSES ONLY ".
8, UNLESS OTHERWISE INDICATED, THE PROPERTY DESCRIPTION AND EASEMENTS SHOWN WERE
FURNISHED TO POLARIS ASSOCIATES, INC. AND ARE PRESUMED TO BE CORRECT, NO SEARCH OF
ANY PUBLIC RECORDS, FOR EASEMENTS, DEEDS, ETC„ WAS PERFORMED BY THIS FIRM FOR THE
COMPLETION OF THIS SURVEY,
9. DESCRIPTIONS AND EASEMENTS SHOWN HEREON WERE TAKEN FROM A FIRST AMERICAN TITLE
INSURANCE COMPANY, COMMITMENT FOR TITLE INSURANCE, COMMITMENT NUMBER 273, FILE
NO. 108456 -4 -9A, EFFECTIVE DATE JANUARY 26, 2001 AT 5 :00 P.M„ ISSUED FEBRUARY 7, 2001,
ISSUED BY; MACFARLANE, FERGUSON & McMULLEN, 625 COURT STREET, CLEARWATER, FL. 33756.
THE FOLLOWING ITEMS REFER TO SCHEDULE B -II:
ITEMS 1 THROUGH 12 - NOT MATTERS OF SURVEY
ITEM #13 - 15.0 FOOT SEWER EASEMENT PER O.R. BOOK 7522, PAGES 1300 -1301
SHOWN HEREON,
ITEM #14 - 6.0 FOOT UTILITY EASEMENT PER O.R. BOOK 7522, PAGE 1302
SHOWN HEREON.
ITEM #15 - NOT A MATTER OF SURVEY
ITEM #16 - 34.0 FOOT GAS LINE EASEMENT PER O.R. BOOK 7522, PAGE 1298
SHOWN HEREON.
ITEM #17 - SUBJECT TO RESERVATIONS OF OIL, GAS AND MINERALS AND /OR RIGHTS OF WAY
TO TRUSTEES OF THE INTERNAL IMPROVEMENT FUND AS RECORDED IN DEED
BOOK 1106, PAGE 69.
ITEM #18 - 34.0 FOOT GAS LINE EASEMENT PER O.R. BOOK 7522, PAGE 1298
SHOWN HEREON.
ITEM #19 - 6.0 FOOT UTILITY EASEMENT PER O.R. BOOK 7522, PAGE 1302
SHOWN HEREON.
I -i E MI #20 - SUBJECT 70 RESERVATIONS OF OIL, GAS AND MINERALS AND /OR RIGHTS �-;' 7ti AY
TO TRUSTEES OF THE INTERNAL IMPROVEMENT FUND AS RECORDED IN DEED
BOOK 1149, PAGE 34.
ITEM #21 - FLORIDA POWER DISTRIBUTION EASEMENT PER O.R. 5293, PAGE 1080
DOES NOT FALL ON SITE
ITEM #22 - 7.5 FOOT DRAINAGE AND UTILITY EASEMENT PER O.R. 3685, PAGE 794 DOES NOT
FALL ON SITE.
ITEM #23 - 10.0 FOOT DRAINAGE AND UTILITY EASEMENT PER O,R. BOOK 4982, PAGE 1164
DOES NOT FALL ON SITE,
ITEM #24 - 2 -7.0 FOOT EASEMENT RESERVATIONS PER DEED BOOK 1032, PAGE 25, DEED BOOK
1347, PAGE 585 AND O.R. BOOK 3831, PAGE 137 DOES NOT FALL ON SITE.
ITEM #25 - NOT A MATTER OF SURVEY
10. ELEVATIONS SHOWN HEREON ARE BASED ON A CITY OF CLE ARWATE R BENCH MARK "BM-E6"
HAVING AN ELEVATION OF 23.045, NATIONAL GEODETIC VERTICAL DATUM, 1929.
11. TREES 4" IN DIAMETER AND LARGER HAVE BEEN LOCATED WITH COMMON NAME AND APPROXIMATE
DIAMETER BREAST HIGH. SMALLER TREES, NON - PROTECTED SPECIES (INCLUDING ORNAMENTALS)
AND TREES WITHIN JURISDICTIONAL AREAS (IF ANY) HAVE NOT BEEN LOCATED.
L
T V.M. = UNDERGROUND CABLE TELEVISION MARKER :0E TL= UNDERGROUND TELEPHONE PAINT MARK
I. V.B. = CABLE TELEVISION UTILITY BOX T.U.B. U.T.M. = APPROXIMATE LOCATION OF UNDERGROUND
P,P, AK - POWER POLE �Q® ®T® ®' " ®® TELEPHONE CABLE WITH TELEPHONE UTILITY BOX
O.N.L. = OVERHEAD LINES UNDERGROUND TELEPHONE CABLE WARNING MARKER
C,P. fir' = COMBINATION POLE (POWERIPHONE) T.P. ,;Sir = TELEPHONE POLE
L.P. XPY = LIGHT POLE F.O.M.¢ = UNDERGROUND FIBER OPTIC LINE WARNING MARKER
C.L.P. Al( = COMBINATION & LIGHT POLE FH' � UNDERGROUND FIBER OPTIC LINE PAINT MARK
GUY POLE i -W ®-- APPROXIMATE LOCATION OF UNDERGROUND WATER
G.P. = LINE WITH FIRE HYDRANT, WATER VALVE & METER
M.P. gjr = METER POLE TS,T = TRAFFIC SIGN
E - GUY WIRE M.B. = MAILBOX
Q =ELECTRIC UTILITY BOX (TRANSFORMER) = 6 CHAIN LINK FENCE UNLESS OTHERWISE NOTED
PL # = POST OR PARKING BALLARD
= UNDERGROUND POWER PAINT MARK ®: • Q CONC. - CONCRETE
= ELECTRICAL OUTLET F,D.O.T. = FLORIDA DEPARTMENT OF TRANSPORTATION
ELECTRIC UTILITY BOX S.R.D. = STATE ROAD DEPARTMENT
O.R. = OFFICIAL RECORD BOOK
Q = ELECTRIC METER P.L.S. = PROFESSIONAL LAND SURVEYOR
kj = DECORATIVE LIGHT LB# = LICENSED BUSINESS NUMBER
-� - E- - -£- = APPROXIMATE LOCATION UNDERGROUND POWER LINES O%A = OVERALL DIMENSION RO,C, = POINT OF COMMENCEMENT
C�7M = MONITORING WELL P.O.B. = POINT OF BEGINNING
® = UTILITY MANHOLE j = CENTERLINE
® - PEDESTRIAN CROSSING SIGN RIW = RIGHT-OF-WAY
T.S.B. = TRAFFIC SIGNAL UTILITY BOX ELEV. = ELEVATION
T.S.P.' = TRAFFIC SIGNAL POLE
STORM CURB INLETS F.I.R. p = FOUND IRON ROD
F. LP. O = FOUND IRON PIPE
1 ~ I 1 \ S.I.R. 0 = SET 112' IRON ROD & CAP L.B. #6113
® = MITERED END SECTION E.C.M.❑ - FOUND CONCRETE MONUMENT
C� - FLARED END SECTION (P) = BEARINGIDISTANCE PER PLAT
= GRATE INLET (D) = BEARINGIDISTANCE PER DEED DESCRIPTION
=$„ = STORM SEWER PIPE & MANHOLE (F) - BEARING/DISTANCE PER FIELD MEASUREMENT
S. V. S.C.O. = SANITARY SEWER PIPE, MANHOLE, CtEANOUT & VALVE (C) = BEARINGIDISTANCE PER CALCULATION
R.C.P. = REINFORCED CONCRETE PIPE SN &D = SET NAIL AND BRASS DISK LB461I3
C.M.P. = COF.'RUGATED METAL PIPE FN. �D = FOUND ;JAIL AND DISK
P.V.C, = POLY VINYL CHLORIDE TYPICAL SPOT ELEVATIONS
D.I.P. = DUCTILE IRON PIPE TOP OF OF CURB ELEV. CURB ELEV. gg9gg&,11�5 SHOWN) OF PAVEMENT ELEV. 96.1a
V.C.P. = VITRIFIED CL Y PIPE EDGE I N PAVEMENT ELEV. 96:I 1°
G --M-0 = APPROXIMATE LOCATION OF UNDERGROUND GROUND ELEV. 95.2 -
G.
V. U.G.L. GAS LINE WITH GAS VALVE, GAS METER TOP OF CURB ELEV. 96.68 GROUND ELEV. 95.2,.
GL & GAS LINE WARNING SIGN EDGE OF PAVEMENT ELEV. 96.18
= BURIED GAS LINE PAINT MARK
D.B. = DEED BOOK 1 = DENOTES ITEM NUMBER IN SCHEDULE B -II
y - -
329 13 33.3 33 i 33.8 Oil 1 rT'u IL C saz 1 1 U _
t- Qg- ® �r O r r® Q `F-{
12 y
L) 33.95 4 4f d 1 i gt 3 18
1
p U 1 34.04 33.94 _ 34,0 5 327 32.84 34.14 Ul 1 12 17 DEMOLITION NOTES
1 � t
¢' L ar Q 6.. 1 T 3� O
1 story 6' wood fence L 0 T 6 o a° 1 °c' - �°
wood frame _ > [ L 0 T 1 1 u 3zee +
0j c
L T 3 garage 33 Q ® o '� 2..
�, 1 � c
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL /RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY 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.
pp \ 1 e r
Rot ELEV. = 3f 30 \ ° 1 CATCH BASIN 6(} 1 t
N INV 28.20
1 TroaT ELEV. = 3a29 asphalt pavement 1 _ y.. 5 4' 1 113301
S 1 27.71 1 _ 1 R0.S ELEV. 3206 3507 35.34 35J5
E INV, - 27.70 / NW RN. z 2856
W INV : 27.76 I 1 cons 1 35.25 35.1 8 1 1133.03 3 e 1 REMOVE CONCRETE PADS, CURBING, AND CONCRETE WALKS
C.C.P. 00 drive 1 -COnc 32ry ' 95
\ 7.5.35 6 35.39 35.31 t
342 1 3z:94 3.35 '30C 33,82 TO THE NEAREST EXPANSION JOINT.
73.35 3.54 338 32.02 3 13 C07iC 13-A 3534 �f) i 3n&03 story
GP. I 31� drop Curb C.E.F. 71 V 1 T. 84 v Masonr '
I2' CLAY 915 34.38 ¢ COt1C Wa(iC 35.0 34.7 0" 1 0
e eLA 12 _ > .4 34.9P 7.u.e. ur te e plianE 1 .9i °� 3523
monh4ie nRd a 704 31.72 32.80 A-'& -T e a 35 a1
1 ` 1 i 2 REMOVE ASPHALT AND BASE.
y C I I
33� _Ay U L3j REMOVE EXISTING STRUCTURE AND FOOTING.
1340
L C ® - _
U k 0 aspha 37,35 37 4 37:�T 37.69 a ,
u U ` a5phatt paveme ,•1 � / cork za PINELLAS COUNTY.
/ ,�. cone
., t F
R
Issue Date: 01/04/01
C2.1
i
1
i
C2.1
LEGAL DESCMPTWN
SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
DANIEL D. FARRENS, PLS #3885
DATED: 3/21/01
E I0 S If' 2' ��.
N
T _ Gl �, T t!
A'
EXISTING (E)
PROPOSED (P)
TOTAL (E+P)
REQUIRED
ZONING:
D
NEW ELEVATION
D
D
D
EXIST. STORM SEWER
CENTRAL BUSINESS
NEW STORM SEWER
CENTRAL BUSINESS
CENTRAL BUSINESS
CENTRAL BUSINESS
LAND USE:
DISTRICT
NEW SAN. SEWER
DISTRICT
DISTRICT
DISTRICT
NEW WATER SERVICE
AUTO DEALERSHIP (DEMOLISHED)
NEW INLET
NEW SAN. MANHOLE
0
USAGE:
BAIT & TACKLE SHOP
NEW BUILDING AREA
GROCERY STORE &
GROCERY STORE &
NEW ASPHALT
RETAIL
RETAIL
COMMERCIAL
186,274 S.F.
186,274 S.F.
186,274 S.F.
LOT AREA:
4.28 ACRES
4.28 ACRES
4.28 ACRES
N/A
BUILDING COVERAGE:
8,807 S.F. (REMAINING)
B. F. P. D. BACKFLOW PREVENTION DEVICE
44,287 S.F.
44,287 S.F.
F.D.C. FIRE
(S.F. & % OF GROSS SITE)
4.73%
T.V. TAP
23.78%
23.78%
N/A
GROSS FLOOR AREA (S.F.):
8,807 S.F. (REMAINING)
44,287 S.F.
44,287 S.F.
F. A. R.:
.047
0.238
0.238
N/A
FRONT:
01
21
2%
N/A
SETBACKS:
SIDE:
Ol
5'
51
N/A
REAR:
311,
42'
42'
N/A
HEIGHT:
20'
25'
25'
30'-50' MAX.
PAVED VEHICULAR USE AREA:
(V.U.A.)
101,546 S. F.
101,415 S.F.
101,415 S.F.
N/A
IMPERVIOUS SURFACE RATIO:
(I.S.R.)
118,618 S.F.
152,389 S.F.
152,389 S.F.
N/A
OPEN SPACE:
67,656 S.F.
33,885 S.F.
33,885 S.F.
(S.F. & % OF GROSS SITE)
36.27%
18.19%
18.19%
N/A
PARKING LOT INTERIOR LANDSCAPING:
0 S. F.
7,9 9 0 S. F.
7,990 S.F.
(S.F. & % OF V. .A.)
0%
7.88%
7.88%
N/A
PARKING:
200 SPACES
200 SPACES
47 SPACES
6 H. C.
6 H.C.
2-4 PER 1 ,000 S.F.
PARKING CALCULATIONS: 4/1000 S.F. x 44,287 = 176 SPACES
A'
F
I AN 2 5 2002- '1� U
I'M T
Revisions:
X DESIGNIDEVELOPMENT
El PERMITTING & BIDDING
CONSTRUCTION DOCUMENTa-
CO
uj
z
w
> 00
LO
Oz
—Z0
CL co
0—
lu x
0:
> < C44
0 3: CL
1100
Y) 0: m U_
EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
+10.00
NEW CONTOUR
mm mmm mm 10 mmm =mom
EXIST. STORM SEWER
NEW STORM SEWER
NEW UNDERDRAIN
EXIST. SAN. SEWER
NEW SAN. SEWER
I C== I C== I C==
EXIST. WATER SERVICE
— — — — — — — — —
NEW WATER SERVICE
c= ca ca ca c=
NEW INLET
NEW SAN. MANHOLE
0
NEW CLEAN—OUT(C.O.)
C.O.
NEW BUILDING AREA
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
M METER
B. F. P. D. BACKFLOW PREVENTION DEVICE
F. HA FIRE
HYDRANT ASSEMBLY
F.D.C. FIRE
DEPARTMENT CONNECTION
T.B.O. TEMPORARY BLOW—OFF
T.V. TAP
AND VALVE
F
I AN 2 5 2002- '1� U
I'M T
Revisions:
X DESIGNIDEVELOPMENT
El PERMITTING & BIDDING
CONSTRUCTION DOCUMENTa-
CO
uj
z
w
> 00
LO
Oz
—Z0
CL co
0—
lu x
0:
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1100
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NU
ALL STORM SEWER CONSTRUCTION WITHIN
PUBLIC RIGHT-OF-WAY TO MEET
CITY OF CLEARW ATE R SPECIFICATIONS.
RM ELEV.: 31.61
i
.'3 9
S "V: : ''
2
NW INV.: 183
W INV. 1211
RIM ELEV. = 31.49
SE INV. T 28.33
N fW, 25.61
W INV. = 2558
wood
01
-
5.29
pore
R)
TOP. EL EV
32.77
, _80
CONSTRUCT
NEW CURB
-
3.12
@
conc-
C.L.P.
15,
1 story
asphatt pavement
I story
wood
$I*
masonry
35.32 35.06
fr a Pi e
5
34.2.
#607
35.42 35,16
P.
,
AN.
HE
POND 02
TOP EL 34.0
BOT. EL 30.0
WAMM
MAY
35-5
32
321�1
cqz,
F-#STRUCTURE
TYPE
TOP. EL EV
32.77
, _80
CONSTRUCT
NEW CURB
36"
3.12
33 05
C.L.P.
C5
i:
�4
31. 17
P.
,
AN.
HE
POND 02
TOP EL 34.0
BOT. EL 30.0
WAMM
MAY
FA
U
c
0
U
6634
3187
34,07
34.07
3437
3423
34,25
M
34.30
3193
3189
M
31" TS
3349
33.54
1 15"RX.P 8. 35.0 1 1 1 1 1 -117� 1
TOP' OF STRUCTURE = 24.65 36.0 underground
Q V
lr\ 5. 1
0 34.07 y UTFALL STRUCTURE utitit vault
SE JNV, z U3.79 32.0 C 3&88
j_
8 PVC SRA 363 33,94
35-5
32
321�1
cqz,
F-#STRUCTURE
TYPE
TOP. EL EV
32.77
, _80
CONSTRUCT
NEW CURB
36"
3.12
33 05
TYPE "C" INLET
32.94
�4
31. 17
3 0
33 5
36.71
34.4
5
34.2.
U
TYPE "C" INLET
34.4
34.4 3514
34.763
CC
7"7 6
C,
0
36.57
5.
30. 63
12.64
34.2
U
c -
0
6"
35.q
7\
K5
33,17
63
3
U
J
32 &S
-P
34,65
55 35.74
3555
355 .
.17
7.06 77
E
07
14
3 5 .1
-
-Y
o
9P 77
28.77
LO
>
34.6
37,76
L
C5
.3 58
i7
46_-
31
7,00
U
.0
f
37.75
j 37.71
34.02
33. M
32 13
U
!Z
Q_
it
-I,,
1 EJ1+8
, - (1)
REPLACE CURBING
WHERE APRON
36-52
16.2
0-
0
jj�941
0�
EXIST. STORM M.H.
32.7
1
3296
1.
6�
7'*f
(r
32.94
329 0
33,36
S=25.J9
35.8,
33:09
�EX)
N S=2J. 72 NEW)
x
NEW STORM M. H.
31.49
37XN
SE INV(EX.)=28.JJ
N INV(NEW)=24.00
W INV(NEW)=24.00
33.01
3k5 1
37,54 x V.56 \
333.
81
R. 03
94
2gl
2�
33 9
J1.47
33.39
_j.
37.6
F
40,.
LINE
L'
U
FA
U
c
0
U
6634
3187
34,07
34.07
3437
3423
34,25
M
34.30
3193
3189
M
31" TS
3349
33.54
1 15"RX.P 8. 35.0 1 1 1 1 1 -117� 1
TOP' OF STRUCTURE = 24.65 36.0 underground
Q V
lr\ 5. 1
0 34.07 y UTFALL STRUCTURE utitit vault
SE JNV, z U3.79 32.0 C 3&88
j_
8 PVC SRA 363 33,94
am
- T31.47
36,92 37 37r
nt I i 3,
6.96 R.L. 37 06
36,28 36.09 5 5. 4.7 37,14 36.
3 3a96 36.50 _L
35,83 37-22 3 37.80 37 5
P.
T.SA 865
35-5
STORM SEWER STRUCTURE TABLE
- ----- - ------- ____
F-#STRUCTURE
TYPE
TOP. EL EV
INV. ELEV
3441
34:23
3425
CONSTRUCT
NEW CURB
TYPE "C" INLET
54.8
353
TYPE "C" INLET
34.5
3447
34.8
31. 17
3 0
-
36.71
34.4
J0. 99
TYPE "C" INLET
34.4
34.4 3514
34.763
C�%lc r
- 31.37 34.52 T.S.
36.57
5.
30. 63
TYPE "C" INLET
34.2
34,25
35.q
7\
36. RL
63
3
34
J
M.E.S.
34,65
55 35.74
3555
355 .
.17
7.06 77
3
3
07
14
3 5 .1
-
9P 77
28.77
LO
STORM M. H.
34.6
37,76
W 37.52
3
7f 1 3
3
.3 58
i7
46_-
31
7,00
37.52
37.75
j 37.71
3,.
7-
-I,,
1 EJ1+8
, - (1)
REPLACE CURBING
WHERE APRON
36-52
16.2
E =12.11
0�
EXIST. STORM M.H.
J 1. 61
1
W= 12. 11
NW= 18. J9
1.
6�
4,6
E 45
3
.57
>
REMOVED
S=25.J9
35.8,
�EX)
N S=2J. 72 NEW)
NEW STORM M. H.
31.49
37XN
SE INV(EX.)=28.JJ
N INV(NEW)=24.00
W INV(NEW)=24.00
3k5 1
37,54 x V.56 \
35.6
J1.47
g18
NEW STORM M. H.
37.6
F
am
- T31.47
36,92 37 37r
nt I i 3,
6.96 R.L. 37 06
36,28 36.09 5 5. 4.7 37,14 36.
3 3a96 36.50 _L
35,83 37-22 3 37.80 37 5
P.
T.SA 865
STORM SEWER STRUCTURE TABLE
- ----- - ------- ____
F-#STRUCTURE
TYPE
TOP. EL EV
INV. ELEV
Vj
TYPE "C" INLET
54.8
31.36
TYPE "C" INLET
34.5
31. 17
TYPE "C" INLET
34.4
J0. 99
TYPE "C" INLET
34.4
50.81
TYPE "C" INLET
34.4
30. 63
TYPE "C" INLET
34.2
30. 40
7\
TYPE "C" INLET
34.0
30.11
M.E.S.
---
30.0
CONTROL
CONTROL -
S2
STRUCTURE
ii. 50
9P 77
28.77
STORM M. H.
34.6
28.74
NEW STORM M. H
32.77
E INV. =24.27
W INV =25.59(EX.)
S=26.00
E =12.11
EXIST. STORM M.H.
J 1. 61
W= 12. 11
NW= 18. J9
S=25.J9
�EX)
N S=2J. 72 NEW)
NEW STORM M. H.
31.49
SE INV(EX.)=28.JJ
N INV(NEW)=24.00
W INV(NEW)=24.00
NEW STORM M. H.
35.6
J1.47
g18
NEW STORM M. H.
37.6
31.98
STORM SEWER LINES SCHEDULE
LINE
LENGTH
(F7)
SIZE
(IN)
TYPE
SLOPE(7.)
62
2410
RCP
0.30
/-Z\
64
24'
RCP
0.28
Q_
(D
60
Joly
RCP
0.30
(D
- /-,, \
58
io"
RCP
0.30
Q
- (D
60
30"
RCP
0.38
- /7\
102
30po
RCP
0.30
38
30"
RCP
0.30
81
18"
RCP
2.00
11
277
18jy
RCP
0.40
12
15$1
PVC
0.40
16
14
24
RCP
1.91%
28
2410
RCP
1.007.
40
18"
RCP
0.267
192 18"
RCP
0.267
in
yey
<
ERICIR traG
L wreek Dok CA)
I L Llave 41. , , 1 -1, SL AUGUST INE SDD-55��
Symbol
Quantity
Item
Common Name
JAN 2 5
Size
J
19
Acer rubrum
Red Maple
12' lit.
3"
cal.
72
Hibiscus rasa sinensis
Hibiscus
3 gal.
24"
x
24"
453
Viburnum suspensum
Sandankwa Viburnum
3 gal.
24
x
24"
8
Lagerstroemia indica 'Muskogee'
Crepe Myrtle
8' ht. 2"
cal.
standard
125
Liriope muscari 'Evergreen Giant'
Evergreen Giant Liriope
I gal.
alum
910
Liriope muscari $ variegata'
Aztec Liriope
3 gal.
18
x
18"
21
Magnolia grandiflora 'Alta'
Alta Southern Magnolia
12' ht.
4"
cal.
121
Nerica m oleander 'Dwarf'
Dwarf oleander
Art
3 gal.
18"
x
18"
42
Plumbago auriculata
lu mbago
3 gal.
24"
x
24"
37
Podocarpus macrophylla
Yew
3 gal.
24"
x
24"
21
Quercus virginiana 'QVTIA'
Highrise Live Oak
3" cal. 65
gal.
14'
min. ht.
16
Quercus virginiana
Live Oak
3" cal. 65
gal.
14'
min. ht.
834
Raphiolepis indica
Indian Hawthorne
3 gal.
18"
x
18"
11
Strelitzia reginae
Bird of Paradise
5 gal.
103
Viburnum odoratissimum 'Awabuki'
Awabuki Viburnum
3 gal.
24"
x
24"
32
Sabal palmetto
Cabbage Palm
12' C.T
11
Sabal palmetto
Cabbage Palm
15' C.T.
9
Ravenala madagascar
Traveler's Palm
8-12'
oa ht.
5 00
Trachelospermum asiaticum
Confederate Jasmine
1 gal.
I
c3 4
Ul
Im
W
4M3
CA)
=W=13) 1PrtuZ=baoo
E—(3) Maptes
(& 9-1
dropcurb
T.
HIGHRISE OAK AND ALTA MAGNOLJA SOURCE:
CHERRY LAKE TREE FARM
LUC DUYTSCHE
#352-516-1162 CEL
#800-429-2171 x238 OFFICE
lilrl�
71
R7,
JAN 2 5
2002
J
CHECKED BY
MAC
DATE
05/08/2001
SCALE
1#=30'-O'
JOB NO.
SHEET
Ll
alum
WON
Art
CHECKED BY
MAC
DATE
05/08/2001
SCALE
1#=30'-O'
JOB NO.
SHEET
Ll
I
.--�gonc curb
0
mo
99
N
A4J
nj
9 "m
cn
W20'41
z iD
x 2'
TREE PLANTING DETAIL
tir
"" MC el
:3
L
L
'I f.0
CL
0
>
0.2
•
♦ C3_
E OL d
<
RETENTION
POND
#2
z iD
x 2'
TREE PLANTING DETAIL