125 GARDEN AVE SJ APPLICATION FOR LAND CLEARING & GRUBBING PERMITi
CITY OF, CLEARWATER
PUBLIC WORKS DEPARTMENT
ENVIRONMENTAL MANAGEMENT DATE 3 W q�
(813) 4626747 RECEIPT N0.
A non - refundable filing fee of $10.00 is required per Resolution 86 =9. Permit applicable for 6 months from date ofapproval.
In accordance with Section 98.30, I hereby apply.for permit to land clear and /or grub the'property described below.
1: Location of -Property4 1,1
2.- Project. Name f
3. , Purpose, of clearing and /or, grubbing f)Q2ZAIA l °�rilJciff/� �-Q
4. 'General description of existing Vegetation; topography,,and surface water,'(including all existing and /or proposed
ditches canals; and s s w
alesi, Z
7 � . � `t /(_ter �, . r �r'�vf/2 = ce {i�2 � a&0- �
i..
5. . Proposed method of debris disposal i> l2r.f L �T/�,rlV r'�Afi 'Ile -lT
6, Date you plan to begin work
7... Proposed method of soil •erosion control
8: t, No -Tree Verification .Required," D Tree Removal .Permit Required t .
I AM AWARE -A D UNDERSTAND THE REQUIREMENTS OF SECTION 98, CITY CODE.OF ORDINANCES REGARDING
TREE PROTECTION DURING CONVICTION AND AVE READ CITY'S EROSION AND SILTATION CONTROL POLICY
5
Subscribed and Sworn before me' TM
Signafiire of Owner or Owners Representative J/l i `1
F this # day of ' t _f fir' ,, �, } :1;9
Pr nted Name
# -F7 Signature of Wary
Address l NAME OF NOTARY BARBAlAsL �LEP�M1N
City Stater Zip' COUNTY Aw, <
COMMISSION EXRf tSPt;Ri.T� 'T.E 9i F68RI61�1'�
Representatives' Firm Telephone MY C0141ISSIO.N EXP..DEC::10,.1994'
BONDED THRU GENERAL .INS
.'IfND.'
Applicant must include Aerial Photograph or Scaled Drawing showing property boundaries and limits of'work. This is N
a Tree Removal Permit:
DO. NOT WRITE BELOW THIS LINE
Comments
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..:,•di+'�1 lla aZ „t✓to,, a.. � 1t "i...,a'c'^. '�,..3"t /:,.1. . ; red -;'"t ,.Sr'"'G.J� !•C: `-:al, _,x .{,.4-,6 _tA,0a.w -4;' •!""�Yl.,.,.,,
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V1%ater tReso rce(Spec: j %G�%rD to
Comments w f
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�i/`.�.�,f``f/ /G,Xa•..d°'�,�j!r? <:r''l'}�_ t��,� / �,v'L'/''��r�l�: i' ,r'�(„r'{/+°� � .
si /A�.! .11t`'
�y, ,.�'i� tfr i ^i�'� � F la � r”" 1 n 'etjE
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try
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Ur6an=Forester irDate`
Based on the. above comments and information submitted, the above removal application .is:
(] Approved As Submitted K�. Approved — 'Modified~As. Noted Above • 1-1 Denied
Si 9 ned Dater r 6
City Manager. or Desig e
k
CeJc�;S•O v r t : /k�'/ Rev. 9/87
i
White — ;Applicant Yellow — Environmental sPink = Inspector
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PN10 -01 CITY OF CLEARWATER
PARCEL ID 16- 29- 15- 32292 -008 -0010
115 S GARDEN AVE
OWNER'S NAME AND ADDRESS
FT WAYNE NATIONAL BANK TR
ENGLISH, BONTER,
MITCHELL FOUNDATION
110 W BERRY ST 468022311
PAZIP YRBLT /EFF FLRS TOT SQFT $ /SQFT AVR
00000 1926 1950 .22,286 16.82
V P W G BLDGS == IMPROVEMENT == HEAT SQFT
1 20 STORE 10,535
LEGAL DESCRIPTION CENSUS PBOOK /PG
GOULD & EWING'S,2ND ADD 259.01 OH1 52
BLK 8, LOTS 1 AND 2 NBHD 009
LOT SIZE __> ISC COUNTY
12,144 SQ FT 132 X 85
YEAR IMPROVEMENT LAND ASSESSMENT SQ /FT YEAR TAXES PD D TX /FT
1994 245,600 72,300 317,900 14.26 1994 7,682.47 N N 0.34
SALE DATE AMOUNT BOOK /PAGE DT Q T SALE DATE AMOUNT BOOK /PAGE DT Q T
JUN. 1993 375,000 8697 496 U A
JUN. 1993 500,000 8295 1826 U A
JUN. 1991 330,000 7590 505 Q A
SELLER'S NAME - - - -_= LAND / PROPERTY USE HOMESTD LP
JANET HERRING TR 12 327 STORE W /OFFICE OR APT. 0 N
MORTGAGE COMPANY AMOUNT DATE MTG TYPE RATE NUMBER
GENERAL REVIEW DATE BUILDING REVIEW DATE
23- DEC -91 23- JUL -93
ENTER =FWD F1 =DOCS F2 =BLDG F4 =TAX FS =LGL F7 =DIM F8 =XFEAT F13 =SKTCH F6 =COMP MENU
PN10 RECENT DEED PRESENT - F1 =VIEW isc
READY
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TOP EL. t7ZZ
INV 17. 64.
INV
INV. 17. 72 C 5 1)
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8372'
WAL-V- TCD REMA0N
� REMOVE PVMT
SEEDXMULC_�4
s
FOE
CLEAN-OUT
6'TH!CK,3000 PSI
CONC.
6 W *4 BARS
PVC TO
EACH WAY
BOT Cf,?,cTFNr10,V 9AShV
FLUME DETAIL
NTS
SECTION 16 = T29S m R15E
WWROM
NATER
ST
0/ ADMIRAL
E,�HIBISCUS
� 41 y
ni"M
3
6*XC1;#10
6'THICK,3COO PSI
CONC
SECTION A A
'�7 S
a LEGEND
2 "R
1/2" R Existing Elevation
W
PAVEMENT--, New Elevation
X NOTE:
X
I WHEN REMOVING EXISTING CURB, THE
CURB SHALL BE SAWCUT AT NEAREST New Livc Oak
CONTRACTION JOINT AND A FULL
t�LE SECTION OF CURB REPLACED.
2, INSTALL EXPANSION JOINTS AT 50'
INTERVALS, CONTRACTION JOINTS
AT 10' INTERVALS. New Viburnum
3. CONCRETE SHALL BE 3000 PSI MIN
detention 6" CONIC. CURB DETAI L Stormwater de
- soddcd
and s-16e sIOP--s I'Le
NT S, , S. ()n 0
of storm
IF
ASPH. Exc� r�s r.OTED SITE DATA
1/4" PER FOOT SLOPE
PAVED VEHICULAR AREAS (SO. FT. AND % OF SrT!D:
g.B. OPEN SPACE
TOTAL FORDiE LOT ISO. FT. ARID % OF SITU: 0
0.
LIMEROCK FOR THE FRONT YARD VSQ, FT. AND % OF
BASE REQUIRED FRONT YARD: Is-
00 COMPACTED SUB BASE
CLEAR SPACE (WATERFRONT rROPERM:
EXTERIOR PERIMETER BUV-,IRS:
'E
PARKING LOT INTERIOR LANDSCAPING
I' SQ. M AND % OF PAVED VEHICULAR
AREAS; ALSO, DEPICT ON SITE PLAN
V) PARKI NG 81 DRIVEWAY SECTION DRAINING BY SHADINGICROSS "ATCHINGJ: L
PARKING IGIVE APPLICABLE FORMULA,1:
N.T. S
A.NNY CT-UNGES J-11
4
D T .C, &•"^'a. ,.. _ . < �. e_x. : aBAI
T , S 1 6 . EXISTING p.C,CsED
OF
t3, N14ING DISTRICT:
—c—
USE:
vE STC' ASPHALT OR CCNCRETEI[TYPI
LOT AREA ISO. FT, AND ACRES)
GROSS AREA OVETUIN PROPERTY LINES): Ll
7
NET AREA ZGROSS ktNUS 8% MAX. FOR
VE HIZULAR ACCESSWAYS:
LOT WIOYM:
fr LOP DEFTIC
VEHICLE OVERHANG DENSITY (BASED ON NE-T ACRESk- 0
fr
BURDING COVERAGE SQF1. AND I.. OS
T �-GROU-, TOP OF HOLE
b I
6' LONG PRE-CAST CONC. -
WHEELSTOP W/ HOLES TO 110
X X C 0 Mil" L 1,'f H
ACCEPT *5 REBAR FOR A
B'FROM EACH AND
,)i'CAPE PI SNUG FIT,
'D AS \, `TED END� ACTS OF
,'jV'
r Ve U
L 7,
7-
�P
TO EL. 2
ate SIGNED
2 - I� 5 rf qxQS DRIVEN THROUGH
(HEELS' COMPACTED SUB-BASE. (fP FS
IN .... WQ14
I
PUL,"ic % "f i"s U�� I,
EX CONC SIDEWALK
EX CURB I
PRE-CAST CONC. WHEELSTOP
N'T S
0;
.-PROPERTY LINE
3
TO _0_�_
13
SOD
SLOPE 4A SLOPE 4:1
SECTION A-A
ttu u
1 29 -MITTING
CENTRAL p R
BOT OF SLOT CITY OF CLEARWATER
—4— J
1 EL.126.60
GREASE SKIMMER 7 1p,
I - 6
1/4"THICK ALUM. 0 w INV. EL.24.
W/4 STAINLESS _4 /i15 "" RCP)
STEEL ANCHORS. ell
6
11/5 6" UNDERDRAIN
z INV EL, 2 4. 4
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ft
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2
uj
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L
t
cJ
—,r T
T;,
40
Iz
8372'
WAL-V- TCD REMA0N
� REMOVE PVMT
SEEDXMULC_�4
s
FOE
CLEAN-OUT
6'TH!CK,3000 PSI
CONC.
6 W *4 BARS
PVC TO
EACH WAY
BOT Cf,?,cTFNr10,V 9AShV
FLUME DETAIL
NTS
SECTION 16 = T29S m R15E
WWROM
NATER
ST
0/ ADMIRAL
E,�HIBISCUS
� 41 y
ni"M
3
6*XC1;#10
6'THICK,3COO PSI
CONC
SECTION A A
'�7 S
a LEGEND
2 "R
1/2" R Existing Elevation
W
PAVEMENT--, New Elevation
X NOTE:
X
I WHEN REMOVING EXISTING CURB, THE
CURB SHALL BE SAWCUT AT NEAREST New Livc Oak
CONTRACTION JOINT AND A FULL
t�LE SECTION OF CURB REPLACED.
2, INSTALL EXPANSION JOINTS AT 50'
INTERVALS, CONTRACTION JOINTS
AT 10' INTERVALS. New Viburnum
3. CONCRETE SHALL BE 3000 PSI MIN
detention 6" CONIC. CURB DETAI L Stormwater de
- soddcd
and s-16e sIOP--s I'Le
NT S, , S. ()n 0
of storm
IF
ASPH. Exc� r�s r.OTED SITE DATA
1/4" PER FOOT SLOPE
PAVED VEHICULAR AREAS (SO. FT. AND % OF SrT!D:
g.B. OPEN SPACE
TOTAL FORDiE LOT ISO. FT. ARID % OF SITU: 0
0.
LIMEROCK FOR THE FRONT YARD VSQ, FT. AND % OF
BASE REQUIRED FRONT YARD: Is-
00 COMPACTED SUB BASE
CLEAR SPACE (WATERFRONT rROPERM:
EXTERIOR PERIMETER BUV-,IRS:
'E
PARKING LOT INTERIOR LANDSCAPING
I' SQ. M AND % OF PAVED VEHICULAR
AREAS; ALSO, DEPICT ON SITE PLAN
V) PARKI NG 81 DRIVEWAY SECTION DRAINING BY SHADINGICROSS "ATCHINGJ: L
PARKING IGIVE APPLICABLE FORMULA,1:
N.T. S
A.NNY CT-UNGES J-11
4
D T .C, &•"^'a. ,.. _ . < �. e_x. : aBAI
T , S 1 6 . EXISTING p.C,CsED
OF
t3, N14ING DISTRICT:
—c—
USE:
vE STC' ASPHALT OR CCNCRETEI[TYPI
LOT AREA ISO. FT, AND ACRES)
GROSS AREA OVETUIN PROPERTY LINES): Ll
7
NET AREA ZGROSS ktNUS 8% MAX. FOR
VE HIZULAR ACCESSWAYS:
LOT WIOYM:
fr LOP DEFTIC
VEHICLE OVERHANG DENSITY (BASED ON NE-T ACRESk- 0
fr
BURDING COVERAGE SQF1. AND I.. OS
T �-GROU-, TOP OF HOLE
b I
6' LONG PRE-CAST CONC. -
WHEELSTOP W/ HOLES TO 110
X X C 0 Mil" L 1,'f H
ACCEPT *5 REBAR FOR A
B'FROM EACH AND
,)i'CAPE PI SNUG FIT,
'D AS \, `TED END� ACTS OF
,'jV'
r Ve U
L 7,
7-
�P
TO EL. 2
ate SIGNED
2 - I� 5 rf qxQS DRIVEN THROUGH
(HEELS' COMPACTED SUB-BASE. (fP FS
IN .... WQ14
I
PUL,"ic % "f i"s U�� I,
EX CONC SIDEWALK
EX CURB I
PRE-CAST CONC. WHEELSTOP
N'T S
0;
.-PROPERTY LINE
3
TO _0_�_
13
SOD
SLOPE 4A SLOPE 4:1
SECTION A-A
ttu u
1 29 -MITTING
CENTRAL p R
BOT OF SLOT CITY OF CLEARWATER
—4— J
1 EL.126.60
GREASE SKIMMER 7 1p,
I - 6
1/4"THICK ALUM. 0 w INV. EL.24.
W/4 STAINLESS _4 /i15 "" RCP)
STEEL ANCHORS. ell
6
11/5 6" UNDERDRAIN
z INV EL, 2 4. 4
A I q
III
ri
14
ft�_ Iq
r