FLD2003-06031 (2)
FLD2003-06031
1988 GULF TO BAY BLVD
CALDWELL BANKER
PLANNER OF RECORD: BSB
ATLAS # 289A
ZONING: C
LAND USE: CG
RECEIVED: 06/19/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CL WCoverSheet
SITE IMPROVEMENT PLANS
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SITE PLAN APPROVED
CASE # ..ElJ>200.3 -.0 e::. 03/
CASE lYPE ~
DRe DATE -/7-()~
C. DBDAT,E ~~
SIGNATUR~~ ~
DATE '1-/ -0 if
SECTION 13, TOWNSHIP 39 S, RANGE 15 E
CLEARWATER, FLORIDA
SHEET INDEX
BOUNDARY & TOPOGRAPHY SURVEY
SITE PLAN
PAVING, GRADING & DRAINAGE PLAN
DEMOLITION PLAN
CONSTRUCTION DETAILS
CONSTRUCTION DETAILS
LANDSCAPE PLAN
C-1
C-2
C-3
C-4
C-5
L-1
! ~ H~O Design
CertificQ te of AuthorizQ tlon No. 9397
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GULF TO BAY BLVD SR 60
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LOCA TI ON M AP
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DEVELOPER
COLDwELL BANKERS
300 S, PARK PLACE) SUITE 150
CLEARw A TER) FL, 33759
CONTACT - RICH COPE
CONTRACTOR
ED SEIFRIED CONSTRUCTION
3985 FIRST A VENUE N,
STI PETERSBURG; FLI 33710
PHONE: 727 -34 7 -3333
C. fRED DEUEl AND ASSOC~TES. INC.
1820 fIRST AVENUE NORTH
ST. PETEIlSBURO, fLORIM 33713
VOICE TELEPHO~:C7~~822-4151
fAX TELEPHONE: 7~7 B 1-7255
E-WJl.: CFt>EUE 0Gl . ET "
CERTIf'lCATE OF AlITHORIZATION L.B. I 107
SURVEYOR AND MAPPER'S REPORT:
1. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS NOTED.
2. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS. RIGHT OF WAY, AND/OR OWNERSHIP
WERE FURNISHED TO THIS SURVEYOR AND MAPPER, EXCEPT AS SHOWN.
3. ELEVATIONS ARE SHOWN THUS X 0.00
4. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH.
5. THE LOCATION OF UNDERGROUND FOUNDATIONS WAS NOT DETERMINED OR MEASURED ON THIS SURVEY.
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CABLE TELEVISION
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DEPARTMENT OF ENVIRONMENTAL PROTECTION
ELEVATION
fOUND
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fiRE HYDRANT
FLORIDA POWER CORPORATION
GRATE INLET
GATE VALVE
GUY WIRE
IDENTIFICATION
INCORPORATED
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IRON ROD
LICENSED BUSINESS
LIGHT POLE
MEASURED
MANHOLE
MISCELLANEOUS
MEAN HIGH WATER LINE
MASONRY
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NUMBER
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PAGE
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POINT OF COMMENCEMENT
POINT ON LINE
POINT OF TANGENCY
RADIUS
RECORD
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RANGE
RIGHT OF WAY
SET
SANITARY
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SQUARE FEET
STATE ROAD DEPARTMENT
TOP OF BANK
TOE OF SLOPE
TRANSFORMER
TELEVISION
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TYPICAL
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DEPARTMENT
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BOUNDARY SURYSY
PINELLAS COUNTY
SEC. 13, lWP. 295., RNG. 15 E.
I~
0' 20' 40'
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SCALE: 1" = 20'
BOUNDARY SURVEY OF:
PARCEL A
Beginning in the north boundary of Gulf-to-Bay Boulevard at a point which is 194.68 feet West,
along said boundary, from its intersection with the east boundary of said Southeast Y4 of the
Northwest Y4 and continuing thence West long Gulf-to-Bay Boulevard, 100.14 feet; thence
N.01027'18"W., 150.00 feet; thence east parallel to Gulf-to-Bay Boulevard, 102.20 feet to a line
drawn parallel to the east boundary of said Southeast Y4 of the Northwest ~ and through the
Point of Beginning to and then south along this line to the Point of Beginning; lying in Section 13,
Township 29 South, Range 15 East, Pine lias County, Florida, AND Lot 5, Block C, UNIT SEVEN
OF SKYCREST SUBDIVISION, as recorded in Plat Book 30, Page 18, Public Records of Pinellas
County, Florida.
PARCELS B & C
That part of the Southeast Y4 of the Northwest ~ of Section 13, Township 29 South, Range 15
East, located according to the plat of property of A & W Glades, Inc., recorded in Plat Book 25,
Pages 53 and 54, of the Public Records of Pinellas County, Florida, and more particularly
described as follows:
Beginning at the Northerly boundary of Gulf to Bay Boulevard at a Point which is 50.02 feet West
along said boundary from its intersection with the Easterly boundary of said Southeast Y4 of the
Northwest ~ and running thence N.00039'47''W., parallel to said Easterly boundary 150.00 feet to
a point for a Point of Beginning; thence continuing N.00039'47''W., on said parallel line, a distance
of 130.00 feet to a point; thence N.89022'53"W" a distance of 144.66 feet to a point; thence
S.00039'47''E., a distance of 130.00 feet to a point; thence S.89022'53"E., a distance of 144.66
feet to the Point of Beginning,
AND
Lot 4, Block A, UNIT EIGHT OF SKYCREST SUBDIVISION, as recorded in Plat Book 30, Page
79, Public Records of Pinellas County, Florida.
FOR:
Ed Seifried Construction
CERTIFIED TO:
Ed Seifried Construction
ORDER NO. 2002-466
September 20, 2002 - Topographic
May 5, 2003 - Boundary
July 18,2003 - Boundary/Elevation(Lot 4)
July 25, 2003 - Boundary I TJ2E.[;, S
BASIS OF BENCHMARK:
Designation: CAMPUS "0"
Elevation: 73.135
Mean Sea Level: 0.00
, ',-.~" '....'\'''''''....
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CONSUL liNG ENGINEERS . LAND SURVEYORS . LAND PLANNERS
ST. PETERSBURG . ZEPHYRHILLS
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FLORIDA
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FLOR.l0A ~1J.RV~Ycm:S~'~EGISTR~ TION NO. 827
FLORIDA ENGINEE:R'S' REGISTRATION NO.
.-.. . \' .'
WORK ORDER NO, 12002-466-3
DATE: JULY 18, 2003
SCALE: 1 "=20'
SHEET NO. 1 OF 1
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20'x 20' SIGHT
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1988 GULF TO BAY BOULEVARD (ASPHALT)
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SITE DATA
CONSTRUCT NE\oI FDOT
INDEX 515 CONCRETE
DRIVE\oIAY URBAN
TOTAL SITE AREA
PROJECT SITE AREA
EXISTING IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA
EXISTING "GREEN" AREA
PROPOSED "GREEN" AREA
PROPOSED POND AREA
EXISTING BUILDING S.F.
PROPOSED BUILDING S.F.
FAR.
PARKING REQUIRED
60,148 S.F./1.38 ACRES
60,148 S.F./1.38 ACRES
35,608 S.F./O.759 ACRES
28,977 S.F./O.665 ACRES
7,914 S.F'./0.22 ACRES
12,056.F./O.27 ACRES
2,489 S.F.jO.057 ACRES
16,626 S.F.
16,626 S.F.
0.27 (NOT CHANGING)
3/1,000 S.F. (16,626 S.n
50 SPACES
45 SPACES "1:1 V l
55 SPACES .~ I'::,
J SPACES
INST ALL NE\oI FDOT
42 LF DROP CURB
INDEX 300 TYPE D
EXISTING PARKING
PROPOSED PARKING
H/C PARKING REQUIRED
BUILDING HEIGHT = 25'
ZONING HDR - COMMERCIAL GENERAL
REFUSE COLLECTION
DUMPSTER PICK-UP
DRIVEVlAY & DRAINAGE PERMITTING THROUGH
PINEL AS COUNTY PUBLIC UTILITIES
GENERAL NOTESI
UTILIZE FDOT INDEX NO.624
FOR MAINTENACE OF TRAFFIC
1. ALL CONSTRUCTION TO COMPLY \oIITH CITY OF CLEAR\oIATER STANDARD
SUBDIVISION ORDINANCES. THE GOVERNING SPECIFICATION FOR ALL \oIORK
SHALL BE THE CITY OF CLEAR\oIATER ENGINEERING DESIGN STANDARDS
FOR NE\oI CONSTRUCTION PROJECTS, ALL REFERENCES TO STANDARD DETAILS
REFER TO THE CITY OF CLEAR\oIATER STANDARDS UNLESS OTHER\oIISE NOTED,
2. ALL BACKFILL OVER ANY PIPE <STORM AND SANITARY SE\oIER, \oIATER LINE,
ETC.) INSTALLED UNDER ROAD\oIAYS DR \oIITHIN EMBANKMENTS, ETC, IS TO BE
COMPACTED PER DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, SECTION
125.8,3, 1995 EDITION <OR LATEST EDITION).
THIS PARTICULAR SECTION SPECIFIES COMPACTION TO 100% MAXIMUM
DENSITY AS DETERMINED BY AASHTO T -99,
3. BEFORE EXCAVATING IN DEDICATED RIGHT-oF-\oIAY DR EASEMENT, 'CALL SUNSHINE'
AT 1-800-432-4770 48 HOURS PRIOR TO COMMENCING.
4, ALL ROOF DRAINAGE SHALL BE DIRECTED TO DETENTION POND AREAS DR
PAVED AREAS.
5. THE O\olNER SHOULD ADDRESS ANY QUESTIONS REGARDING AUTHORIZED
ACTIVITIES \oIITHIN THE PROPOSED STORM\oIATER SYSTEM TO THE SOUTH\oIEST
FLORIDA \oIATER MANAGEMENT DISTRICT, TAMPA PERMITTING DEPARTMENT.
6, THE FOLLO\olING MEASURES MUST BE IMPLEMENTED BY THE CONTRACTOR PRIOR
THE CONSTRUCTION PERIOD TO MITIGATE ADVERSE QUANTITY AND QUALITY
IMPACTS OFF SITEI
Q) STAKED HAY BALES DR SILT BARRIERS SHALL BE PLACED
ALONG THE PROPERTY LINES TO PREVENT EROSION AND
CONSTRUCTION DERIS FROM REACHING THE DITCHES
OR ADJACENT PROPERTY.
b) SILT FENCE DR STAKED SILT BARRIER SHALL BE PROVIDED
AT ANY AND ALL DRAINAGE DISCHARGE POINTS.
7, THE CONSTRUCTION OF PAVEMENT \oIITHIN RIGHT-OF-\oIAY MUST MEET THE
FOLLO\olINGI
CONCRETE DUMPSTER & PAD
\01 / 6' HIGH \oIHITE VINYL FENCE.
AS PER CITY STANDARDS
Q) ALL PROPOSED \oIORK MUST COMPLY \oIITH FDOT INDEX NO, 700,
b) ALL PROPOSED \oIORK MUST COMPLY \oIITH PINELLAS COUNTY
SUBDIVISION REGULATIONS AND MINIMUM TESTING FREQUENCY,
c) SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL
OF SAFE PRACTICES.
cD DISTURBED AREAS \oIITHIN THE RIGHT-OF-\oIAY \oIILL BE
COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED.
e) PROVIDE MIN, 8' SHOULDER AT ROAD\oIAY \oIITH MAX. SLOPE
OF 3/4' PER LINEAR FOOT.
f) PROVIDE MIN, 6' SHOULDER AT DRIVE\oIAY \oIITH MAX, SLOPE
OF 3/4' PER LINEAR FOOT,
8, DURING CONSTRUCTION, PROPER TRAFFIC SIGNS SHALL BE PROVIDED FOR \oIORK
IN THE RIGHT-OF-\oIAY.
9. SIGNS AND BARRICADES TO BE ACCORDING TO F,D,O,T, MANUAL OF SAFE
PRACTICES) REFERENCE F,D,O,T. INDEXES 600 THRU 650 AND 17349 PER
ROAD\oIAY AND TRAFFIC DESIGN STANDARDS LATEST EDITION DR P,C. INDEXES
100 THRU 116, A 'MAINTENANCE OF TRAFFIC PLAN' MUST BE SUBMITTED TO
AND APPROVED BY PINELLAS COUNTY TRAFFIC ENGINEERING PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION \oIHENEVER ONE DR MORE OF THE FOLLO\olING
CONDITIONS ARE METI
1) STREET IS CLOSED TO THRU- TRAFFIC FOR PERIODS
EXCEEDING 15 MINUTES,
2) ONE PHYSICAL LANE SUPPORTS T\oIO-\oIAY TRAFFIC MOVEMENT.
3) TRAFFIC LANE<S) NORMALLY DESIGNATED TO HANDLE MOVEMENT
IN ONE DIRECTION ARE BEING RECHANNELLED TO ACCOMMODATE
AN OPPOSING MOVEMENT,
10. SIDE\oIALKS TO BE RECONSTRUCTED \oIITHIN THREE (3) DAYS AFTER REMOVAL AND
AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINERD AT ALL TIMES, \oIHEN
EXISTING SIDE\oIALK IS REMOVED, IT IS TO BE REMOVED TO THE NEAREST
EXPANSION JOINT,
11. ALL REINFORCED PIPE SHALL COMPLY \oIITH FDOT STANDARD SECTION 941.
12. THE EXISTING BARRICADE SHALL BE INSTALLED \oIITHIN CITY OF CLEAR'w'ATER
RIGHT -OF -\01 A Y ONLY, IF EXISTING CNNOT BE SALVAGED THEN 18' DIAMOND
HIGH INTENSITY RED 9 BUTTON DIAMOND SIGNS SHALL BE USED THAT COMPLY
\01 1 NATIONAL SIGN 8c SAFETY BOOK. SEE CLEAR\oI A TER TRAFFIC ENGINEERING
PRIOR TO INST ALLA TION,
13, ALL ELLIPTICAL REINFORCED CONCRETE PIPE JOINTS SHALL BE \oIRAPPED
\oIITH MIRAFI 140N FILTER FABRIC DR EQUAL FABRIC MUST BE A MINIMUM
OF 30' IN \oIIDTH AND CENTERED ON PIPE JOINT.
NOTEI
'CALL SUNSHINE STATE 1 CALL'
1-800-432-4770
TOLL FREE
FIQ. StQtus 553,851 (1979) Requires
Mln" of' 2 olo.ys o.nol MQX of' 5 olo.ys
notice before you eXCQ vo. te.
REMOVAL OF EXOTIC SPECIES \oIILL BE
REQUIRED AS FOLLO\olSI
1. BRAZILIAN PEPPER <SCHINUS SPP,)
2, PUNK TREE (MELALEUCA SPP,)
3, AUSTRALIAN PINE (CASUARINA SPP,)
NOTE TO
CONTRACTOR:
EROSION CONTROL MEASURES-
REQUIRED EROSION CONTROL MEASURES MUST BE MAINTAINED INTACT
THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL DR PRO PERL Y MAINTAIN
THESE BARRICADES \oIILL RESULT IN ENFORCEMENT ACTION \oIHICH MAY
INCLUDE CITATIONS, AS PROVIDED BY ORDINANCE 90-17, AND CHAPTERS
40D-4 AND 40D-40 FAC, INITIATION OF CIVIL PENALTY PROCEDURES
PURSUANT TO SECTION 373,129 F.A,C. CAN RESULT IN A PENALTY NOT TO
EXCEED $10,000 PER OFFENSE \oIITH EACH DURING \oIHICH SUCH VIOLATION
OCCURS CONSTITUTING A SEPARATE OFFENSE.
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SHEET No,
LEGEND:
50,5 DENOTES EXISTING ELEVATION
~ DENOTES PROPOSED ELEVATION
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INV = 67,38
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C-2 APPROX 6' INSIDE OF PROPERTY LINE
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DATE:
7 /16/03
SHEET No,
1988 GULF TO BAY BOULEVARD (ASPHALT)
NATIVE SOIL
METHOD OF INSTALLATION
FABRIC SEDIMENT CONTROL DETAIL
ALL SEDIMENT CONTROL BARRIERS SHALL BE IN
ACCORDANCE WITH APPLICABLE ENVIRONMENTAL
REGULATIONS AND CONDITIONS OF PERMITS
NOTE: THE CONTRACTOR SHALL MAINTAIN
SILT BARRIERS THROUGHOUT TIME
OF CONSTRUCTION ACTIVITY,
1"X 2"X 4' STAKES
(MIN, 2 PER BALE)
HAY BALE SILTATION
BARRIER DETAIL
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STANDARD CURBS.
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ROLL OF 12 1/2" GAUGE
WELDED FENCE 2"X 2"
MESH B"- 10" DIAMETER
FILLED WITH 3" STONES
OR CRUSHED ROCK
SPACER BLOCK
NOTE: BALES OF HAY AND SOD, SIMILARLY
PLACED, MAY ALSO BE USED
TEMPORARY SEDIMENT
TRAP AT CURB INLET
STANDARD CONCRETE
WALK OR PAVING.
CURB TRANSITION DETAIL
SCALE: 3/4"=1'-0"
STAGE NO.1 - BEDDING: GRANULAR MATERIAL (SAND, GRAVEL
OR CRUSHED" CONCRETE), 9B%
STAGE NO.2 - PIPE BEDDING: SAND, 9B%
STAGE NO.3 - PIPEBACKFILL: SAND TO 12" ABOVE TOP OF
PIPE, 9B%
STAGE NO, 4 - TRENCH BACKFILL:
PAVED SURFACE - 98% IN 6" LIFTS
UNPAVED SURFACE - 95% IN 12" LIFTS
NOTE: TRENCH WroTH (AT SURFACE) SHALL BE KEPT TO A
MINIMUM AS REQUIRED TO MAINTAIN A SAFE TRENCH.
WIDTH AT PIPE
REQUIRED TO
COMPACT BEDDING
PIPE II XII
0,0, MIN.
6"-36" 12"
3B"-B4" 18"
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1-1/2" ASPHALTIC CONCRETE
F.D.O.T. TYPE S-3
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COMPACTED TO 98% MAX.
DENSITY PER AASHTO T-1
NO BANK RUN SHELL OR
LIMEROCK PERMITTED
*SEE BELOW FOR HEAVY DUTY
PAVEMENT
LIGHT DUTY-COMPACTED SUBGRADE.
AL TERNA TE:
IN LIEU OF LIMEROCK BASE 6" SOIL
CEMENT BASE MAY BE SUBSTITUTED.
(300 PSI. 7 DAY STRENGTH) INCLUDING
3" LIMEROCK. 3" NATIVE MATERIAL AND
APPROX. 42#/SY. CEMENT.
TYPICAL ASPHALT PAVEMENT - POND SECTION
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FOR INSTALLATION
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PRECAST (3. 000 P. S . 1.)
CONC. WHEEL STOP WITH
3 NO.3 REBARS CONT.
TIE-IN OF PROPOSED
CONSTRUCTION TO EXISTING
SCALE: N. T . S .
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6" X 6" NO. 10/10 W.W.F.
3000 P.S.I, CONCRETE
A
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SECTION A-A
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SPILLWAY GUARD
WHERE APPLICABLE
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WHEN APPLICABLE
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SECTION 8-8
SPILLWAY DETAIL
SCALE: N.T.S.
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ALL BANKS
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9/3/02
SHEET No.
DETENTION POND DETAIL
SCALE: N,T.S.
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R/W LINE
A DRIVEWAY
WIDTH VARIES
1
UTILITY STRIP
GREATER THAN 5'___
* WHEN UTILITY STRIP IS 10' OR
GREATER, DRIVEWAY WIDTH SHALL
BE OF A UNIFORM WIDTH FROM
POINT OF WARP TO THE BACK OF
SIDEWALK TO THE RIGHT OF WAY.
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PLAN VIEW
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SECTION A-A
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PIPE CAP
4" DIA, GALV, STEEL PIPE FILLED
WITH CONC. PAINT 6" WIDE
ALTERNATING BLACK AND YELLOW
STRIPES WITH REFLECTIVE
TRAFFIC PAINT.
GRADE OR PAVED SURFACE.
SEE PLANS FOR POST LOCATIONS.
12" DIA. X 3'- 6" LONG
CONCRETE FOOTING,
BOLLARD DETAIL @ SPILLWAY
SCALE: N, T , S ,
BACK OF SIDEWALK
FRONT OF SIDEWALK
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WHEN USED ON HIGH SIDE OF ROADWAYS
THE CROSS SLOPE OF THE GUTTER SHALL
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PAVEMENT. THE THICKNESS OF THE LIP SHALL
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SEE F.D.O,T, INDEX 300 1994 EDITION OF
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ARROW
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;~ l ; .~~ 1 :-.~ i' ~,~I ~ ~,! l l.~" ; ~ <- ~~-I ~n r' ~ :1
I.....__.'._I..L_L..l I'. . L-._c.-e
J !" ,. " .
C....'...,.... "~{('I ~(''-;i:~ /'1 tIJ If.
1. ""' " ;",J. .,) ,,)1 '/ ,
;l.l___......_~~....[. >_ :....~_ __ I ~_. " {,
i -I jj "t.,: 'i} AK
....................... ~
. .,'........... ..~cc,:c~":.~"...~.!:"":,,~.
ROOT PRUNE THIS AREA
5
11'
PALM
I \\
\~\
~'
MIN 8' <':'L..~.
--r-AQ.\1k.:...
CABBAGE PALM
SABAL PALMmO
CONFEDERATE JASMINE
TRACHELOSPERMUM JASMINOIDES
~ + - 165
24" X 24", 3 GAL
SWEET VIBURNUM
~ +- 230
VIBURNUM ODORATISSIMUM
REMOVE ~' - REPLACE ~~" = 'r< DIFFERENCE @$48.00/INCH
Q
5
7'
PALM "-
I-
-.J
<C
J:
0..
V?
<C
'-"
W
:J
Z
W
>
<C
V?
W
-.J
:J
U
Ck::
W
J:
r
I i
I :
TREE STAKING
REINFORCED RUBBER HOSE
(3) 1/2" DIA. MIN. WITH 2
STRANDS #10 GAUGE WIRE
@ 120' EA. (3) TWISTED
UNTIL BARELY TAUT AND
SECUREL Y FASTENED TO
STAKE BELOW
/,
r'
.-J
<C
J:
0..
C/)
<[
,../
- 3' CYPRESS MULCH OVER
PLANTING AREA
3' EARTH SAUCER
I ,
~ :!;
i rl
3' LAYER OF CYPRESS MULCH
. FINISHED GRADE
.......~......_"
~... .,
W
:J
Z
W
.....
/>
<r
REMOVE TOP 1/3 OF BURLAP
& WIRE FROM ROOTBALL
,//
I
I
h
k
i\
BACKFILL WITH EXISTING
SOIL. CLEAN AND FREE
OF DEBRIS.
LOOSEN ROOTS IF THEY HA liE
BECOME ROOT BOUND IN CC'NT.
( g0 )
\ /
......._,_..-/
SET SOIL STRESS MARK
A T EXISTING GRADE
SCARIFY EDGE OF SHRUB
PIT IF COMPACTED
\
\
)
I
.I
".~.._....../I
8. 1
\ 0 I
\ )
...............-...............,r-/
3" EARTH SAUCER
FINISHED GRADE
2" x 2" x 24" WOOD
STAKE (3) BURIED
N[H PLATTED
BACKFILL WITH EXISTING
SOIL CLEAN AND FREE
OF DEBRIS.
FORMED BALL OF CONTAINER
GROWN SHRUB
3' SOIL PLANTING MIXTURE
<[
[~
D
Ck::
::l
<C
VERTICAL EXCAVATI
1. ALL PLANT MATERIALS TO BE FLORIDA IH, DR BETTER, QUALITY, INSTALLED
ACCORDING TO HIGHEST NURSERY STANDARDS.
2, MULCH IS TO BE 100% SHREDDED, GRADE A CYPRESS, INSTALLED A MINIMUM
OF 2' THICK IN ALL PLANTING AREAS.
3. ALL DIMENSIONS ARE TO BE FIELD-CHECKED BY THE LANDSCAPE CONTRACTOR
PRIOR TO CONSTRUCTION, VITH ANY DISCREPANCIES REPORTED IMMEDIATELY
TO THE PROJECT ENGINEER,
4, 100% AUTOMATIC IRRIGATION SYSTEM TO BE DESIGNED AND INSTALLED BY
CONTRACTOR, IT SHALL BE LOV VOLUME V/RAIN SENSOR SHUT-OFF AND VELL(S),
5, CONTRACTOR SHALL VE~;IFY EXISTENCE AND LOCATION OF ALL EXISTING
UTILITIES AND UNDERGROUND CONDITIONS PRIOR TO HIS COMMENCEMENT OF
THE IRRIGATION VDRK.
6. ALL BUILDING MATERIALS AND LABOR TO CONFORM TO THE SOUTHERN
BUILDING CODE AND ALL LOCAL CODES THAT HAVE JURISDICTION,
7. SOD TO BE 95% VEED-FREE ST. AUGUSTINE FLORATAM, INSTALLED VITH
TIGHT JOINTS, ROLLED AND FERTILIZED,
8, PLANT ALL CANOPY TREES A MINIMUM OF 5'-0'
FROM PAVEMENT EDGES,
9, PROVIDE CONC, CURBS OR W'HEELSTOPS AS SHOW'N TO PROTECT ALL
LANDSCAPED AREAS,
10, ALL LANDSCAPE AREAS TO BE FILLED W'/MIN, 18' OF CLEAN TOP SOIL
EXISTING TOP SOIL SHALL BE STOCKPILED ON SITE FOR USE IN THESE AREAS,
PLANTING TOPSOIL
( PROVIDE 1/3 CU. YD, FOR
EACH TREE MIN'>
2x
WIDTH
SCARIFY EDGE OF TREE
PIT IF COMPACTED
6' SOIL PLANTING MIXTURE
14
fJ
x
2x
WIDTH
TYPICAL PL~,NTING DETAILS
N.T.S.
z
<[ 0
(\J
~
CL
Q
W (\J
II
CL -
....
<J:
U
(/)
~
Z
<J:
~
REM 0 VE 0 GRADE 3 OR BETTER
BE
TO
TREES
0\
J<:. R[~OVEO
TOTAL
QUANTITY BOTANICAL NAME' COMMON NAME SPECIFICA TIONS
3 Citrus CITRUS 8" , 8" 8"
,
Quercus . .. LIVE OAK 1 0 ", \' tp
6 vIrgIn/ana
1 Sabol palmetto CABBAGE PALM ~ '\\
2 Platanus Occidentalis SYCAMORE 2 x 10"
4 Prunus caroliniana CHERRY LAUREL 8 ", 8 ", 7", ,
24"
(Lt~'
DATEI
6/16/03
SHEET No,
, ~. . f!,,Il " "it. ~h..
, '."
;': d; I . .,,~\ J,ot _~'N:~N~/;~/_ _, . ',.)",. .........,...."".,..,,,,,,,,,,,,,,.,,...
..." ,,'~, ,."", ("",;", ..."~'"~\._...,~~_ __ __n~~u__nn"~ _ ~~~n_"~n~~~~~_ ~~__~"~_~~~_~n ~_~~~"~"
20"
1,'?
"
3'
-
T
SILT SCREEN
BARRIERS PU>.CED AT PROTECTIVE RADIUS
2/3 OF DRIPLlNE OF PROTECTED TREE
2" X 2" VERTICAL
WOOD STAKES WI
1" x 4" HORIZONTAL
OR SILT SCREEN
LOCAL AUTHORITIES TO APPROVE BARRICADE
INSTALU>.TION BEFORE SITE CLEARING
TREE BARRICADE DETAIL
N.T.S.
BOTANiCAL NAME .~~Ci5MMON NAME
~
b$-6',y 7Z'1tt6't<
~ C l,?'iQ' ~ J11 J)
70,p VI ~ ~t.)
4'~/1'\ fCa ~ ~^
I tV~ Jtlr' "'P,ti"
,~ "'41.)$17 \"Z$tC
II ~A Of' 0;,!-?O;f{r
"JPOj4 f11;t4' at>
, YO;I) f4~
..
PROPOSED PLANT LEGEND
N.T.S.
~
W;:'5
~7
~11
*' +- 165
~ +- 230
~
SPECS
INCHES --
TAXODIUM DISTICHUM
BALD CYPRESS
10', MIN 3" CALIPER
16
QUERCUS VIRGINIANA
LIVE OAK
10', MIN 3" CALIPER
4S
LANGERSTROEMIA INDICA CREPE MYRTLE
8', 2" CALIPER
MUL TJ-STEM (4-S)
17,S
SABAL PALMETTO
CABABAGE PALM
MIN 10' C, T.
11
TOTAL 91,S" REPLACED
6' O.C.
TRACHELOSPERMUM JASMINOIDES
CONFEDERATE JASMINE
VIBURNUM ODORATISSIMUM
SWEET VIBURNUM
24" X 24", 3 GAL
REMOVE 96"- REPLACE 31" = 59" DIFFERENCE @ $48,OO/INCH '
3' CYPRESS MULCH OVER
PLANTING AREA
3' EARTH SAUCER
BACKFILL WITH EXISTING
SOIL. CLEAN AND FREE
OF DEBRIS.
TREE STAKING
R8NFORCED RUBBER HOSE
(3) 1/2" DIA. MIN. WITH 2
STRANDS #10 GAUGE WIRE
@ 120' EA. (3) TWISTED
UNTIL SAREL Y TAUT AND
SECUREL Y FASTENED TO
STAKE BELOW
/"'..
I-
--.J
<[
I
0-
(/)
<[
'..J
FINISHED GRADE
3' LA YER OF CYPRESS MULCH
REMOVE TOP 1/3 OF BURLAP
& WIRE FROM ROOTBALL
W
::J
Z
W
>
<[
<[
~
D
~
::J
<[
SET SOIL STRESS MARK
A T EXISTING GRADE
SCARIFY EDGE OF SHRUB
PIT IF COMPACTED
BACKFILL WITH EXISTING
SOIL. CLEAN AND FREE
OF DEBRIS. 3" EARTH SAUCER
LOOSEN ROOTS IF THEY HA VE
BECOME ROOT BOUND IN CaNT. 2" x 2" x 24" WOOD
STAKE (3) BURIED
FINISHED GRADE
3' SaIL PLANTING MIXTURE
x
ax
WIDTH
FORMED BALL OF CONTAINER
GROWN SHRUB
VERTICAL EXCAVATI
SCARIFY EDGE OF TREE
PIT IF COMPACTED
6' SOIL PLANTING MIXTURE
PLANTING TOPSaIL
( PROVIDE 1/3 CU. YD. FOR
EACH TREE MIN.>
-fJ
x
2x
WIDTH
b4
TYPI CAL PLAN -n N G DET AI LS
N.T.S.
TREES
TO
BE
REM 0 VE 0 GRADE J OR BETTER
QUANTITY
BOTANICAL NAME
COMMON NAME
SPECIFICATIONS
96" REMOVED
TOTAL
3
Citrus
CITRUS
8" ,
8"
,
24"
81'
6
Quercus virginiana
1 0 ",
13"
3"
LIVE OAK
1
Sobol palmetto
Platanus Occidentalis
CABBAGE PALM
10"
10"
2 x 10"
20"
2
SYCAMORE
4
'Prunus caroliniana
CHERRY LAUREL
8"
,
8 ",
29"
7"
,
6"
T
I
~20,0~
I",
35,0
~""'''7'c..
l! "'" VO;
!t::> q,l.J I ~
\~ ~'~
,.<"'" rr>...
,.~"/Jb,
35,0
3 IT US
("-"-'-"...,
, \
I I
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...., -
~
TREE DRIP LINE
o
X
TREE BARRICADE @ 2/3 TREE DRIP LINE
I ~ )~I.~
II
EXIST, TREE TO BE REMOVED
~
......
o
EXIST. TREE TO REMAIN
?::~""......
!~ ~~v-~\
t~~ .(f i
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~6' VERTICAL CURB
(~
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"IJ I j "l i i! v , 'v," .. i.'- '.., .... i'- ~ )/ \iOI1~ B .....'\......
~,I 1'.';.'-.,<>.;--";-., '''OFFICE BUILDING'. ;--., 1,_..1 IN:.!. /~ I, "
1\ jll!jl!1 -. "! j~ll !J1i V' / v/\
~,e' , ," ,--, '-- ,.~, -.. ,-. . 3 492 S F _._. 1 L, l. c., c ~ . v
,I :1;- ,L., L_ L.. L .,- ..,.. .-. ~. '..... C. L'= L' C l'= L~:- L L'= 1 ,-t~.,~..,-....~,-\.- .., ~ \
I'~ ,J i I! i! I':' 'Ii!!' i " I; ,~ :7.--- ..,--.,,~ \
;,. ,."'- '-.- ,.... l.... ,.._ L... ,-..1_ I.. F F =, 7032 I Lei I" !I ! -: / \
, 'l L~ L_~ L.~ L... L__ L,,~ L.._ L'__\._. L..,.. }:._. l~~~. L~= L~~ C~~ L_. l_ [~?i r' N'~.~_ i ~"'l V \
1',1 ~ L.. L... L_ L. ~,.. L~ L. LM'L... L... L,_ i i .1" '.~..-l r to. 71-.10.~.. ,m. ,.:::: -.: \ 3
;;, 1 ~ ~. 1...1..., LL,~.j i ! L..L, L.L_L..C L..L_1 C'i:2:-- l.~L ':,.:..7 '- ~ !26'
I,," ,~' ' L l. I L.. _.J l j-'.....T.'.''':''C..-r.7r1 i i l i ,1:1 K -{'~_. ,-.....-.. / OAK
, I PALM 1'. 1- i- ! ~- ! '--, r" '':--.'" 1:,0') i- ;-..(- j-'-. ii-I i\ ':.7'( J' "I: ' T /
, " j'" I....!.....,.,.... "",,, "".., .,. ., ',' ,j, \. l " . I " , '\ I~~G ,I ~' ,
t":.,,...1 \.. L. 1..... f...: ". L.... L.t~J::J;, ..!'Z:. ,,\ i" ,'.. i.". ,,"'. i ;"''''1-:1 r i \: I[ , f;1' ..;.'1 J.
r , I' L,. '- , f-....., .,,;. < T- L. ;"... :.-" L" , ".. C,._ 1 l_.~._ .".-\x:' .-, .- .I 10' QUEEN4 P L
. I i-- L,l.... L.. .le. " L_r-L_~ I ' i;. L... L... I.... L... LJ "... \ ') 1 ,~j A M
I'",'," , ,: 'l i i '(! I ' "~, I ' ;' ! : I !1 "'. I -- I. /
. . r r l._. ~_. t___ 1.__ ~~~. __.- L_ ' r. : J iLl t L ~ i II .~~....... ,,/
'.111 I I ,'! l I 'I I,. 1,1' ", ! :,:- L.... i. ..' ,- 1.-" ... t.' -- ii -. ---/'"
, , ,..~ .....,~. -- 1_.._ __,.. ...~ '''~'''' ' 'f..., ,I '., j i.. 11 ......,--..~_..-
I" ~ j !: I ! 'I l !.;\ !' . 1- ;' . i'" ,- i !'
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'i L L. L_ L. L... I i';'"" z' j! _.L L L i! 1
I,,;' I I i i.,..: . l... :-". I 1"',<',., I r:: ," .. ~::, .. !:..~ !~~ Ii
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t' <Iv ~ ......P A") '\.,;. l'
~,'I,'J W~.~-~--~'-~--~-l~~;' ~ 1.,,' ~); ~K
I .."....~'''..r ...,.'....."..___~~~___"U".,"" ~# _ ~_~_~____h~ ! ~ ,It """ yJ
" -.. .~.- ".-- !:-~-- - - ..~":::::==/~"..v"~, ,,~, .- ~
ROOT PRUNE THIS AREA
/~~-'-'
, .;;;\
I 'l,
I o::-...!
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I I WI L I..... ,...... L.... L L..... L. '.... I . I. . I. L I. I. I , I
~ . :, ~ I Lt.., LJ".. L... L_. L._.... ..j' " i ! l ! i L. i i I
!:: '1 >- i f' L"". : II ........ Ii...... I""", "" -..1'- (,..~ C~ ;-. .. .-. ::=.1
I,,., ~i' I.. ; I i I Iii I. I
[, ,'1 ~! ~.L... L"[-,:::'.'.;..'T\/O' STORY C.B,S,..L...L.. L.!.::.I
f;:I\ I " t" """'q(EjGt:~~i~PJN~,L..", i,1
'I'~\<I .' I r,,::l.... ,B~TTO~ ~LOp~ ,-, ~J~O~ ,SF" .Jm;....1
, 'i <:,t::::,I::,',;,.,',.,:",-"", "","','" I TOP FLOOR - 7 ,334 S, F, I. , :1
r <1 I \.1....1'".' j::.:[:.: j i:::+.' f)=};~d'::: 1-.:+. L... if'l
t" ' .1 i \'\""" 1 I'" I, ,,"""" --"" ,,' 1 ""_'''"...,,1
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18
1~
~(
/r!..c.
L{r.?J.'I
A.
~
--
~
AtllANDSCA~iNG TO BE PROTECTED FROM
VEHiCUlAR OR PEDESTRIAN TRAFFIC BY A MINIMUM
SIX iNCH HiGH CURBING OR WHEEL STOPS.
1"1 ~~
f~-~~
y. ~ "'~~
'\ ~ ~)"~...~
/' Wi '~)S
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Ii { IAK i
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I 8 '* I
I 0 '
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--,-",.,............
(81;\ \
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\, /J
""'''''''''--'./
NOT PLATTED
L ALL PLANT MATERIALS TO BE FLORIDA #1, OR BETTER, QUALITY INSTALLED
ACCORDING TO HIGHEST NURSERY STANDARDS, '
2, MULCH IS TO BE 1001. SHREDDED, GRADE A CYPRESS, INSTALLED A MINIMUM
OF 2' THICK IN ALL PLANTING AREAS.
3. ALL DIMENSIONS ARE TO BE FIELD-CHECKED BY THE LANDSCAPE CONTRACTOR
PRIOR TO CONSTRUCTION, VITH ANY DISCREPANCIES REPORTED IMMEDIATELY
TO THE PROJECT ENGINEER.
4, 1001. AUTOMATIC IRRIGATION SYSTEM TO BE DESIGNED AND INSTALLED BY
CONTRACTOR. IT SHALL BE LOV VOLUME V/RAIN SENSOR SHUT-OFF AND VELUS),
5" CONTRACTOR SHALL VERIFY EXISTENCE AND LOCA nON OF ALL EXISTING
UTILITIES AND UNDERGROUND CONDITIONS PRIOR TO HIS COMMENCEMENT OF
THE IRRIGATION VORK,
6, ALL BUILDING MATERIALS AND LABOR TO CONFORM TO THE SOUTHERN
BUILDING CODE AND ALL LOCAL CODES THAT HAVE JURISDICTION,
7. SOD TO BE 95% VEED-FREE ST, AUGUSTINE FLoRATAM, INSTALLED VITH
TIGHT JOINTS, ROLLED AND FERTILIZED,
8. PLANT ALL CANOPY TREES A MINIMUM OF 5'-0'
FROM PAVEMENT EDGES,
9, PROVIDE CONC, CURBS OR VHEELSTDPS AS SHO\olN TO PROTECT ALL
LANDSCAPED AREAS,
10, ALL LANDSCAPE AREAS TO BE FILLED V IMIN, 18' OF CL.EAN TOP SOIL,
EXISTING TOP SOIL SHALL BE STOCKPILED ON SITE FOR USE IN THESE AREAS,
F;P~PC[L, /Il
ALL Innrlscapj"l~ must be propf'r!y install",' '
per approv{-'fI p.rioI' to C 0 in~pcction~ I
Rei.u~PC'etio'n fCC8 arc :r.nalld,;rtory.
~
C ~ ~
cn~ =
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Q ~!JI =
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'5!J11. .
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/~.. 4~' "'...:", .j.. ~"\ \ \//
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