1938-1944 HERCULES NL"�
d,
CiTY OF CLEARWATER - PLANNING & - DEVELOPMENT SERVICES
TREE REMOVAL PERMIT
NAME OF OWNER
L . M • 1.aK
SITE ADDRELLS�� 1 1� _t
PHONE '4TS' 1 -
OWNER'S ADDRESS
LOCATION OF TREE(S) ON LOT
SPECIES AND NUMBER OF TREE(S)
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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:
4 onsfrucfbn
• See °A" below
• Hazardous
• Declining
• Dead
• Other (Specify)
Fee 'Rec'd. $
Dafe
I %) CONSTRUCTION
1, For new construction, additions or other modifications of a property which involve the removal of a protected tree(s);
c 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
s to plan must include:
c. 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
c!, Parking Arrangement I: All easements and Rights -of -Way . (fit.) Species.
E . Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees
k. Tree Barricade Detail & Locations
�. 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.
F) REPLACEMENTS"
1. Tree replacement minimum standards: 10' overall height, 2,5" caliper, Florida Grade #1: See inspectors note below to
cletermine 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 verifled.that the tree(s) sought
t:) be removed is wholly on property owned by the above- identiffed'property owner, and should It determined that
t)e tree(s) are located wholly or partially on property owned' by some other person; :then; I agree to hold the City of
Cleo armle y claim.made for wrongful removal of suchfree(s). I herebycertify that. this application together
4�ith Ions su itt s a true' representation of all facts concerningthe proposed removal of the tree(s). Any deviation
I o er ' ss all render it null and void and be considered a violation offt the �CommunityDevelopment Code.
I ture owner or applicant Printed Name
/address Agency Representing OCL #
�p� 1 �`�- •-'8 -I�oY7 COQ^ to q-r
City State Zip Phone /Cell Fax
DO NOT WRITE: BELOW THIS LINE - Not Valid Until:Slgned. By_ Qty Manager or his. Designated Agent
I �spector's Comments:
Required Replacement Trees:
Applicable Code Section:
U`
[lased on the Inspector's comments and information submitted, the above removal application is:
❑ Approved as Submitted Approved- Modified as Noted Above o Denied
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;;Igned: ~�� V�� Date: �'' i'.ommunity evelopmonator or Designee /inspector Valid for six months from the date of issuance:
.......... .... i -n I +- ., 01— 1— v. 1'1..:,nlnnmcn# cawlrac vcllnia, - Annllrinnt Rev, 2-03
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Landscape In Progress PERMIT #: 13CP2004 -05508 DATE REQUESTED: 8/24/2005
ACT ATLAS PAGE: 253A
SITE ADDRESS: 1938 N HERCULES AVE PROJECT VALUE: $200,000.00
PROJECT NAME: LOKEN, VERN
DESCRIPTION: OFFICE BUILDING - SHELL and site work. Site is also for 1944 Hercules
SHL
r)mDn4ZITInK1-
INSPECTION NOTES: "" ""' —.1.
Scheduled by IVR on Tuesday, August 23, 2005 @ 4:01:51 PM.Contact: (727)946 -6097
Directions to Site:
CONTRACTOR:
GARY L LOKEN CBCO26092
LOKEN CONSTRUCTION I- CBCO26092
1714 COUNTY ROAD 1 #14 DUNEDIN OCL
DUNEDIN, FL 34698
(727) 733 -6097
727 - 946 -6097
INSPECTOR: COMMENTS:
RESULT:
OWNER:
LUVERNE M LOKEN THE
2 SEASIDE LN # 403
CLEARWATER, FL 33756
443 -1172
Landscape Final PERMIT #: BCP2004 -05508 DATE REQUESTED: 9/6/2005
ACT . ATLAS PAGE: 253A
SITE ADDRESS: 1938 N HERCULES AVE PROJECT VALUE: $200,000.00
PROJECT NAME: LOKEN, VERN
DESCRIPTION: OFFICE BUILDING - SHELL and site work. Site is also for 1944 Hercules
III.Pn.ITInN•
INSPECTION NOTES: - - -- - `
Scheduled by IVR on Saturday, September 03, 2005 @ 10:57:11 AM.Contact: (727)946 -6097
Directions to Site:
CONTRACTOR: —
GARY L LOKEN CBCO26092
LOKEN CONSTRUCTION I- CBCO26092
1714 COUNTY ROAD 1 #14 DUNEDIN OCL
DUNEDIN, FL 34698
(727) 733 -6097
727 - 946 -6097
INSPECTOR: COMMENTS:
RESULT:
OWNER: .., _...> ..._ .
LUVERNE M LOKEN THE
2 SEASIDE LN # 403
CLEARWATER, FL 33756
443 -1172
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DEVEl4PMEN'
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2" - 3" CYPRESS MULCH
PLANT A5OVE ORIGONAM
HIGH - GRADE a y+
TRUN< - HORIZONTAL TREE
ROOTS MUST 5E AT FINISH
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TREE PLANTING D A
NO SCALE TREt= SPEC: ,0 a y 0
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NO SCALE:
SEE SHEET L-2 FOR LOCATION
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AND AT IBUILDING PERIMETER AT O.C.
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16" HIGH SCHILLING& HOLLY ' +
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TREES TO SE REMOVE FAIR, GOOD, VERY GOOD
*TREES TO IBE REMOVED VERY POOR, POOR
o TREES TO REMAIN
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SHALL O.C. MAX .. .. i
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SWEET 5AY(MAGNOLIA VIRGINIANA)
TREES TO SE REMOVE FAIR, GOOD, VERY GOOD
*TREES TO IBE REMOVED VERY POOR, POOR
o TREES TO REMAIN
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I ae I ROOM TOE Ll--,U R_`7NG S L_'P�--=L :DUE 7C FOCR, CR,O'IN GEVELO"NENT TZ&BED BY
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I e !N GOOD POO! BUT U45 SEVERAL EAPO<EN Ll`�5e',Ut-'!'_-�-4 ��--_= &IBJECT TO
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2" - 3" CYPRESS MULCH
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TREE PLANTING DETAIL
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1. PAVEMENT FOR THE PROJECT SHALL CONSIST OF 1 -112" ASPHALT, TYPE PC -3, OVER 8" LIMEROCK BASE COMPACTEO
1 11 ' • ' �1 • •' 11
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r r �• - � 1• rl - -� Ir r
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P ADJACENT PARKING LOT
PROJECT'S RUNOFF COMPUTATION
SITE'S SURFACE
1'1 0
EXIS
(C) x A
=gU#03
PROPOSED
(C) x A'....
•
Retention • _.
1
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Water Quality Storage(CF)
j1de Drain Discharge Vol. (C6
CONfACTED TO 98/% MAX TY PER
AASWO :!
Z WIDE
Maximum Level
Water
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DETENTION
3,783
-AREA
67,169
17,695
i
EXISTING (C)=
67,169
KROPOSED � I 41,835 0.62
67,169
MONTCx.AIR
EX. STORM MANHOLE 1
CONC. U POLE
`
ROAD
RIM =63.59
�3
NO. INV. =58.25
X
S0. INV. =56.28
% INV. =56.45
6" SUBDRAlN INV. = 59.57
I
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T
m
DRIVE NGTON
1
EX. GRATE INLET
�
0
I
HYDRANT
n
°
SITE
R PLAT OF WILLOW RIDGE
TOP= 62.69
E. INV.= 56.55(18 "F'CP)
PROP. S.W. INV @ 59.3
'+
g
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P A T
—
L J
SUNSET
POINT ROAD
® I
0 20 40 6C
55 LF " S.D. SEE
CORE BORE EX, INLET
I j
A °
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DETAIL SHEET C -5
I
279,75 CI\/ii
TEST SITE I
s
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P
mo
U
w
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GRAPHIC : 1 =
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ADJACENT 6' WOOD FENCES
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EX,Wi 5'8.3
A NA FLOW
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x
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S
LEGAL DESCRIPTION°
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///
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1
1. PAVEMENT FOR THE PROJECT SHALL CONSIST OF 1 -112" ASPHALT, TYPE PC -3, OVER 8" LIMEROCK BASE COMPACTEO
1 11 ' • ' �1 • •' 11
J
r r �• - � 1• rl - -� Ir r
� 1
P ADJACENT PARKING LOT
PROJECT'S RUNOFF COMPUTATION
SITE'S SURFACE
I
EXIS
(C) x A
=gU#03
PROPOSED
(C) x A'....
•
Retention • _.
1
•
Water Quality Storage(CF)
j1de Drain Discharge Vol. (C6
CONfACTED TO 98/% MAX TY PER
AASWO :!
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Maximum Level
Water
f BLOCK
1 III
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1f 111. i +11,
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DETENTION
3,783
-AREA
67,169
17,695
i
EXISTING (C)=
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KROPOSED � I 41,835 0.62
67,169
PROJECT'S r ♦ r
RUNOFF .
.
f i
I
•
Qmax (CFS) (No Storage)
•
Retention • _.
1
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Water Quality Storage(CF)
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Z WIDE
Maximum Level
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fr i • • • tell
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CL
W
•
e
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1• it •i i •:.
11 I
PROPOSED ASP14ALT SAW cuT NEAT EDGE
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•
•
a•��
G
CONfACTED TO 98/% MAX TY PER
AASWO :!
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VALLEY CURB AT DRIVEWAY
E
SEASIDE LANE J
1 ♦ ;! ♦ •
i4
!kOOG psi CONC. NTS
SITE LEGEND.,
COW- LIC-HT POLE
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ASPHALT
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:tO TOP:=61.41 ADJACENT 6• CHAIN UNKF CE
B(ISTIWE-7 C-RaW ELEV
x
RRE HYDRANT
51
�0
PROPOSED ASPHALT
-7 -7- -7-
L I - I- L.:
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PROPOSED RNAL E-EV,
riag:55-
PROPOSED TLFJ= BLOO<
=�=CU�RBTYP.)�
CURB INLET 6"
SUFACE DRAINAGE R-OW
EXM
TREE TO BE REMOVED
0" OAK
WATER METER (3/4-)
------ 91 ------
Ex. STORM MANHOLE
RIM=63.77
NO. INV.=58.87
SO. INV.=59,02
.WAM
/AM
9�416�7" E (P) 4 ESHGWTO
1 ADJACENT 6' WOOD FENCES 8 QO'(P) EX.WT 0 ! 01 S
FCM==4
7-771-
°I,
6"6Ak-u fiP
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- FIR 1/2-\j
:tO TOP:=61.41 ADJACENT 6• CHAIN UNKF CE
28UO' (P)
c
#2512
51
�0
279.90' (m)
BEDDING ROCK NOT
ESHGWTO
59.5
ON VALVE OR PIPE
=�=CU�RBTYP.)�
CURB INLET 6"
ro
EXM
56.2
45' SEND
FLOW LINE=60.78
x
(TYP)
0)
61
PRIVATE SYSTEM L—
PROP. SAN MH#3
r0^1
6"
RIM @ 63.8
EX LIFT STA.
r E PROPOSED
INVO 59.65 NE
TOP=61.45
SEE DETAIL C-5
BOTTOM=51.45
e; 5.N x
6" PVC C-900
�b,N
Cc>
z
x
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x
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30"OAK
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20.V 5'
42:
<
OFFICE #3
z
y
1414 S.F.
x L
cc
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x
x
z
W
OFFICE #2
E 1391 S.F.
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& BOX
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V1�2
Lo
x OFFICE #1
0
1414 S.F.
E
0
0
:2f
0
42'
2O®
C14
L
x
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04
#18
3
,
—
x
ESHGWT@ 60.5 9® 06' 27'VV,
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28UO' (P)
qLP
#2512
51
�0
279.90' (m)
BEDDING ROCK NOT
ESHGWTO
59.5
ON VALVE OR PIPE
=�=CU�RBTYP.)�
CURB INLET 6"
ro
EXM
56.2
45' SEND
FLOW LINE=60.78
u
(TYP)
ADJACENT PARKING LOT ------- z--
11 k
r0^1
6"
EX LIFT STA.
r E PROPOSED
TOP=61.45
(480 LF +/-)
BOTTOM=51.45
6" PVC C-900
So. INV.=57.25
G
WATER MAIN
to
co'
EX 6' W.L.
P.V.C. PIPE RESTRAINTr
m
a
*X-14041►1
n. d I WTV r-_-1 mi
m
C+00
SAWARY SEWER PRORLE
SCALE:
SCALE - I" = 3a
ri
a
0 30 60 90
GRAPHIC SCALE: T' = 30
- M 0 M a * &i* V I; a I I*) a
a 2 21
al
Top View
Approved Back1low
Prevention Device
Ford Regulator Adaptor
Is'
iERVICE CONNECTION DETAIL
SET TOP OF VALVE BOX
CONCRETE COLLAR
FINISHED GRADE----,, D UNPAVED AREAS
TO FINISHED GRADE
r,* BEDDING ROCK
GATE VALVE OR PWl VALVE AND Box
NTS
ONN
1+ + + + + + + + + + ++
TRENCH
�2 (WF-
•
L. M LOKEN
2 SEASIDE LANE #403
BELL LORJDA 33756
VALVE BOX
I- OR I 1/9-GATE
BOX SHALL REST ON
OR PUJIG VALVE
BEDDING ROCK NOT
ON VALVE OR PIPE
11- OR 1 1/2' WATER
ro
AND SHALL B E
SE RVIE CE UNE
ii
CENTERED •
la'.1
OPERATING NUT
r,* BEDDING ROCK
GATE VALVE OR PWl VALVE AND Box
NTS
ONN
1+ + + + + + + + + + ++
TRENCH
�2 (WF-
•
L. M LOKEN
2 SEASIDE LANE #403
BELL LORJDA 33756