1551 GULF BLVDS�,AIa
APPLICATION FOR LAND CLEARING & GRUBBING PERMIT
MAG
t747 p
CENTRAL. ( 7,:.;V ` TING
DATE 12/20/96
RECEIPT NO. C �
A non - refundable filing fee of $10.00 is req re��lsr(pQpEbbl6s',fic,i8 nths from date of approval.
In accordance with Section 50.22,1 hereby apply for permit to land clear and /or grub the property described below.
1. Location of Property: 1551 Gulf Blvd.
2. Project Name: New Sand Key Park South Combo, permit #96120295
3. Purpose of clearing and /or grubbing: M New Construction p Demolition p Tank Removal Li Other
4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed W
ditches, canals, and swales) Vacant City of Clearwater lot. 4
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4
5. Proposed method of debris disposal Excavator, loader and dump truck.
6. Date you plan to begin work 1/6/97
7. Proposed method of soil erosion control Staked silt barrier. r
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8. XXNo -Tree Verification Required p Tree Removal Permit Required
I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING
TREE PROTECTION DURING CONSTRUCTION AND SECTION 50.43 REGARDING EROSION AND SILTATION CONTROL.
i ynnivti 224 Westgate Road
Signature of Owner or OwndYs Representative Address
Tim Cummings Tarpon Springs, FL 34689 s�
Printed Name City State Zip
T. A. Cummings Const. Corp. 813 938 -1659
Representatives' Firm Telephone
Applicant must include Aerial Photograph or Scaled Drawing showing property boundaries and limits of work. This is
NOT a Tree Removal Permit.
DO NOT WRITE BELOW THIS LINE
ments ,
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Comments
Innppector 1 Date
Urban Forester
Date
Based on the above comments and information submitted, the above clearing & grubbing application is:
�y4pproved As Submitted ?Opproved - Modified As Noted Above a Denied
Signed:
Date: lZ �3 0
City Manager r Designee
1362-0002 -CC White - Applicant Yellow - EnAtonmental 6/96
YT N OT E S
1. ALL ELEVATIONS REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD 1929).
2. ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE MEASURED FROM CENTER OF
FITTINGS OR STRUCTURES.
3,
ALL UNDERGROUND UTILITIES WITHIN PAVEMENT MUST BE INSTALLED BEFORE
ROADWAY BASE AND SUBSURFACE COURSES ARE CONSTRUCTED.
/V 37-31,3
4.
REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED
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BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER
THAN EXISTING BEFORE COMMENCING CONSTRUCTION UNLESS SPECIFICALLY
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19.6
EXEMPTED BY THE PLANS.
BE SUBMITTED TO THE COMMENCEMENT OF CONSTRUCTION WHENEVER ONE
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5.
CONTRACTOR SHALL SPRINKLE OR OTHERWISE APPLY WATER TO AFFECTED
OR MORE OF THE FOLLOWING CONDITIONS ARE MET:
CONSTRUCTION AREA TO CONTROL BOTH SIGNIFICANT WIND EROSION OR
FUGITIVE DUST.
6.
THE CONTRACTOR SHALL KEEP AND MAINTAIN ON SITE AN ACCURATE UP-TO-
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A. STREET IS CLOSED TO THRU-TRAFFIC FOR PERIODS EXCEEDING
DATE SET OF AS-BUILT DRAWINGS. THESE DRAWINGS SHALL INCLUDE
LOCATIONS AND ELEVATIONS OF MAINS, FITTINGS, VALVES. SERVICES, CASINGS
15 MINUTES.
AND OTHER APPURTENANCES AS WELL AS ANY DEVIATIONS MADE TO THE
Future
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PLANS. THESE AS-BUILT DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S
COURTS
REPRESENTATIVE UPON COMPLETION OF THE WORK FOR HIS REVIEW AND USE.
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7,
DRAINAGE SHALL BE MAINTAINED DURING CONSTRUCTION.
3,
CONSTRUCTION WITHIN EXISTING RIGHTS -OF -WAY SHALL NOT BE PERFORMED
C. TRAFFIC LANE(S) NORMALLY DESIGNATED TO HANDLE MOVEMENT IN
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PRIOR TO RECEIPT OF REQUIRED PERMITS AND AUTHORIZATIONS.
9.
ALL UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE GRASSED
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AND MULCHED UNLESS OTHERWISE SHOWN ON PLANS OR DETAILS.
Water Fountain
OPPOSING MOVEMENT.
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10.
BASE FOR GRASS PARKING AREA TO BE SUITABLE MATERAIL GRADED FROM
(TO MEET ADA REQUIREMENTS)
FIRM ENOUGH TO SUPPORT EQUIPMENT USED IN THE GRADING WITHOUT
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APPRECIABLE DISTORTION ON DISPLACEMENT. ANY UNSUITABLE MATERAIL
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SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERAIL.
11.
STRIPING, PAVEMENT MARKINGS, AND SIGNAGE TO CONFORM TO FOOT
STANDARD INDICIES 1995 EDITION AND FAC 14-110.
PHASE III LIMITS
m'/
DRY DENSITY
TO BE REMOVED To THE NEAREST EXPANSION JOINT.
!RTMOVAL NOT7
5. PLACE EXPANSION JOINTS WHERE 4 AND 6 INCH THICK SIDEWALKS ABUT.
SELECTED REMOVAL OF NUISANCE SPECIES TREES S 23'18`17 "i W 83.19
ON THE EAST AND NORTH PARK BOUNDARIES AS
DIRECTED BY THE CITY OF CLEARWATER PARKS ... . ..
AND RECREATION DEPARTMENT, SWALE
CL L E G E N D re) :
140
GRASS PARKING AREA C)
10' rennis C
SITE BOUNDARY LINE MIN
CENTER LINE OF ROAD
PHASE LINE
EXISTING EDGE OF PAVEMENT
0
-15.5 <
EXISTING CONTOUR
'10
HANDICAP PARKING SPACE
DRAINAGE INLET m
MITERED END SECTION x1tP i'l
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SWALE STORMWATER FLOW C� pCn P
1" PE
DIRECTION OF STORM WATER FLOW 0
X
S STORM SEWER
90*
>
RCP REINFORCED CONCRETE: PIPE 50'
2' •
PE POLYETHYLENE go- BUI DING SEE SHEET - 7 1
C:>
ETBACK INE
WM A
WATERMAIN Q0
V) EXISTING 6"
EXISTING SPOT ELEVATION (L SWAL E
EX! ST WATERMAIN -- PROPOSED 1 TA --
EXISTING UTILITY POLE
EXISTING GUY W/ WIRE
W0
EXISTING TREE
CONCRETE PAVEMENT
PEDESTRAIN/BIKE TRAIL (ASPHALT) N
INTERIOR GREEN SPACE FU L
(PROVIDED FOR VEHICULAR USE AREA) SIDEWALK
Pal'iYE-74-LAS, COLIRvITY 7'_,1,_G_1.HT-0E-WAY %10T7S
1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700.
2, ALL RIGHT -OF -WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES
REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. ® sated, Flagpole
3. ALL PROPOSED WORK MUST COMPLY WITH THE PINELLAS COUNTY UTILITY
ORDINANCE 92-63, PINELLAS COUNTY SITE DEVELOPMENT ORDINANCE 92-62.
AND PINELLAS COUNTY ACCESS MANAGEMENT ORDINANCE 90-13, AS AMENDED
BY 92-58 AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE
IN - 1- _JZ7•uu
A = 312.23'
a = 09'07'41.'
C = 311,90'
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APPROXIMATE MEAN
HIGH WATER LINE
[PER CUMBEY 8 FAIR
SURVEY SEE NOTE BELOW)
134*4455"
79 N .32.00'2Q"
CCC//J APPROXIMATE JURISDICTIONAL
WETLAND LINE
PHASE LINE
QU (LIMITS OF
CONSTRUCTION)
PRATICES, REFERENCE FOOT INDEX NO'S. 600 THROUGH 650 AND 17349 PER
ROADWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION OR PINELLAS
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COUNTY INDEXES 100 THROUGH 116. A MAINTENANCE OF TRAFFIC PLAN MUST
BE SUBMITTED TO THE COMMENCEMENT OF CONSTRUCTION WHENEVER ONE
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OR MORE OF THE FOLLOWING CONDITIONS ARE MET:
WIDTH VARIES
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A. STREET IS CLOSED TO THRU-TRAFFIC FOR PERIODS EXCEEDING
TENNIS
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15 MINUTES.
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COURTS
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B. ONE PHYSICAL LANE SUPPORTS 2 - WAY TRAFFIC MOVEMENT.
C. TRAFFIC LANE(S) NORMALLY DESIGNATED TO HANDLE MOVEMENT IN
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7
ONE DIRECTION ARE BEING RECHANNELLED TO ACCOMMODATE AN
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OPPOSING MOVEMENT.
5, PROPOSED SIDEWALKS ARE TO BE CONSTRUCTED WITHIN THREE DAYS AFTER
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REMOVAL OF EXISTING SIDEWALKS. SAFE PEDESTRAIN TRAFFIC IS TO BE
SUBGRADE COMPACTED
MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED. IT 15
TO 95%
DRY DENSITY
TO BE REMOVED To THE NEAREST EXPANSION JOINT.
5. PLACE EXPANSION JOINTS WHERE 4 AND 6 INCH THICK SIDEWALKS ABUT.
7. DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100%
OF THE MAXIMUM DENSITY AND SODDED, SECTION A-A
8, COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%)
SAN'C Kr-Y\ S 1TE PLAN\ 60 930FSP. DWC - 07/10/96 - LA EVANS - A PRODUCT OF PBS&J INC.
, W - L-,-
`MF��
REQUIREMENTS
(12:1 MAX SLOPE)
T
GULF
TYP.
BOULEVARD
MATCH EXISTING GRADE __ __ --, &
EXISTING GRADE
t�EXISTINC SIDEWALK
op 30' 60'
SCALE: 1 30*
SITE LOCATION
LEGAL DESCRVIP TIC N: SAND KEY PARK SOUTH
From the Southeast corner of Section 19, Township 29 South, Range 15 East, for a Point of
Reference; thence N. 89*04'07" W., along the South boundary of said Section, 2293.45 feet to
a point on the centerline of Cuff Boulevard (A 50.00 foot holf right-of-way); thence along sold
line by the following three (3) courses:
1. N. 31-58-20- E., 826.95 feet to a point of curve.
2. Along the arc of a curve to the left radius = 1909.86 feet, Arc = 304.27 feet. Chord
Bearing = N. 27*24'30" E., 303.95 feet, Delta Angle of 09'07'41" to a Point of
Tongency.
3. N. 22-50-39- E., 71.06 feet.
Thence leaving sold line S. 67*09*21" E., 50.00 feet, to a point on the Easterly right -of -way and
the POINT OF BEGINNING; thence continue S. 6709'21" E., 193.63 feet; thence
S. 23'18'17` W., 83.19 feet to the face of a concrete seawall: thence S. 67*09'21" E., 170.00
feet +/- to a point on the moon high water line of Clearwater Boy as surveyed on August 18,1980,
said point hereinafter referred to as Point "B" for convenience; thence returning to the POINT
OF BEGINNING; thence S. 2750'39" W., along Easterly right-of-way line 71.06 feet to a point
of curve: thence along the arc of a curve to the right radius = 1959.86 feel, Arc = 312.23 feet,
Chord Bearing = S. 2724'30" W., 311.90 feet, Delta Angle of 09'07'41" to the Point of
Tangency; thence S. 31'58'20" W., 243.62 feet: thence leaving said line S. 89*04'07" E., 233.42
feet to the face of a concrete seawall and the aforementioned mean high water line; thence
Northerly along said line and binding therewith to the aforementioned Point "B".
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N 3705958 E WALSIN
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128.15' 10 m \C)
OVERT - fe' Ar 1PFC SCA VkL
cv - -aP5, LOCAIMON! MAP
15" RCP
S 11"77 DATA
U) A S TE ADDRESS:
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1551 GULF BLVD
-7.
,« M��, +``per CLEARWATER, FL 34630
EXISTING PROPOSED
1. ZONING: B B
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�"` 2. LAND USE: VACANT PARK AND RECREATION
(
22' ASPHACR 7 83) L LT
(100' RIGHT- PAVEmE►T
OF'- WAY)
RIO C,1CVAR4>-&.0I'
hn;12'" INVrpr rfcv. -d A?,
MUTH InvCRT ricv. a -0-65'
24' 20' 6' VARIES
PAVED AISLE
GRASS PARKING MIN. RETENTION AREA
27.
PARKING- STRUCTURE
1. 1.5" ASPHALT TYPE S-111
2. 6" LIMEROCK OR SHELL BASE (LBR 100)
COMPACTED TO 98% DRY DENSITY
3. 12" STABILIZED SUBGRADE (LBR 40)
COMPACTED TO 98% DRY DENSITY
PROJECT
T 0 1: C L E A FRI 1 N A E
CLIENT
V')
5300 WEST CYPRESS STREET
PA
ara I n- r% ell xv
it
5� n T M Ew N OF PA "S RECmEA 10'"
2.,M" ; - I SAND KEY" PARK SO" f
SUITE 300
TAMPA, FLORIDA 33607
44
V
P.O. 5`0`10% 4748
-7275
Ph. (813) 877
POST, BUCKLEY, SCHUH & JERNIGAN, INC. 0�
E A R Iff A TE.-R R. o41 618=47418
TASK
3. OWNER: CITY OF CLEARWATER
-Tresh Fln
4. SITE AREAS:
I typIcall
A. GROSS AREA 153,257 SF 3.52 AC 100.00%
B. NET AREA:
Seats
PHASE 1 85,682 SF 1.96 AC 55.91%
ca PHASE 11 23,466 SF 0.54 AC 15.31%
Itoypill
PHASE 111 44,109 SF 1.02 AC 28.78%
C. PHASE I AREAS:
Bollards PAVEMENT 8,991 SF 0.21 AC 10.49%
I-RAIL, 8,773 SF 0.20,AC 10.24%
[typical) SIDEWALK 1,419 SF 0,.0 3 At 1 .66%_
4" DIA STEEL FILLED TENNIS COURTS 14,400 SF 0.33 AC 16.81%
WITH CONCRETE, 2'-6- HT. A OPEN SPACE/PERVIOUS 52,099 SF 1.19 AC 60:. 807..
TOTAL 85,682 SF 1.96 AC 100.007.
D. PHASE 11 AREAS:
PAVEMENT 7,410 SF 0.17 AC
31.58%
OPEN SPACE/PERVIOUS 16,056 SF 0.37 AC
68.42%
LA
TOTAL 23,466 SF 0.54 AC 100.00%
WATC MCT
E. PHASE III AREAS:
RIM r;_CY -
INVERT CLEVIS,
-P-56* 48, PCP
-1-00, K� Mf OPEN SPACE /PERVIOUS 44,109 SF 1.02 AC 100.00% j
sxfAWR = 01-10' TOTAL 44,109 SF 1.02 AC 100.00%
A5. VEHICULAR USE AREA (VUA)
AREA PROVIDED FOR VUA 16,357 SF
11,sgrrm or srucv?c r
6% INTERIOR GREEN SPACE
------- *4k� REQUIRED OF VUA 981 Sr- 6.00%
INTERIOR GREEN SPACE
PROVIDED FOR VUA 5,950 SF 36.38%
6. BUILDING AREAS
THERE ARE NO PROPOSED BUILDINGS FOR THE SITE.
FUTURE TYPE "F" 7. PARKING REQUIREMENTS
CURB AND GUTTER
(BY OTHERS)
PARKING SHALL BE REQUIRED IN ACCORDANCE WITH
5- 10, 10, THE BEACH RE-NOURISHMENT PROJECT.
MIN, TRAIL MIN REQUIRED PARKING SPACES = 70
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PARKING SPACES PROVIDED = 72
8. FLOOD ZONE
- 1>. ........
,.._.._ . .. 0• HIS PROPERTY LIES WITHIN FLOOD 'ZONE "VE" AS
>01 DEPICTED ON FEMA FLOOD INSURANCE RAP" MAP NO.
6 4f 125096 0014 E, MAP REVISED JULY 2, 1992.
�-SEE GENERAL SITE
NOTE NO. 10. 9. THERE ARE ENVIRONMENTALLY SENSITIVE AREAS ON THIS
EXISTING GRADE SITE WITHIN THE PHASE [if AREA WHICH IS NOT BEING
DEVELOPED AT THIS TIME. PHASE I AND II HAVE NO
-TRAIL STRUCTURE
ENVIRONMENTALLY SENSITIVE AREAS WITHIN THERE LIMITS.
4. 1.5" ASPHALT TYPE S-111
SECTION 5-8 5, 6" LIMEROCK OR SHELL SASE (LBR 100)
COMPACTED TO 98% DRY DENSITY NOTE:
6. 12" STABILIZED SUBGRADE (LBR 40) BOUNDARY INFORMATION SASED UPON BOUNDARY SURVEY PREPARED
COMPACTED TO 98% DRY DENSITY BY CUMBEY & FAIR, INC. DATED 8-22-84, JOB NO. 0479.
ORIGINAL 7/12/96 1 6
REVISIONS: 7
REVISED PER nNAL SITE PLAN DRC COMMENTS 8
2 9
3 10
4 11
5 12
_.
�,t
of 30 60
SCALE: 1 30'
INVIVIMv
Em
DRAINAGE INLET
FLARED END SECTION
JUNCTION BOX
E0 l
BASIN NUMBER
SUB BASIN NUMBER
�50
NODE NUMBER
SURFACE STORMWATER FLOW
—ST—
STORMWATER PIPE
SUB BASIN BOUNDARY
I
—jvf-jj—UF—WAy)
C6 S *24130#$ W, \--FUTURE TYPE "F"
CURB AND GUTTER
(BY OTHERS)
-v5
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C,
A
pea
V
Ale 1), A
W
0
In°
(y
NOTE:
BOUNDARY INFORMATION BASED UPON BOUNDARY SURVEY PREPARED
BY CUMBEY & FAIR, INC. DATED 8-22-84, JOB NO. 0479.
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