HomeMy WebLinkAbout3051 Narcissus Ave 95-745 (tower site) (a)LANDSCAPE NO -FES
1. All plant material shall Florida # 1 grade, or better, according to the latest edition of the
Florida Department of Agriculture's 'Grades and Standards for Nursery Plants'.
2. All plant material improperly pruned, under—sized, diseased or otherwise not to grade or size
indicated on the plan shall be removed and replaced upon notice of the Owner, or his agent.
3. All planting beds shall be covered with a S' minimum of compacted wood chips.
4. Plant quantities indicated In the landscape legend are approxii-riate and for the contractors
convenience in estimating. In case of a discrepancy, the plan shall govern.
5. All planting shall be done by knowledgeable individuals under the direction of a qualified
landscape foreman, and, in accordance with accepted commercial planting procedures.
6. The landscape contractor and/or the general contractor shall comply with all local codes and
ordinances, and obtain all permits and bonds necessary to; contruct the project.
7. The landscape contractor shall coordinate his work with other contractors to assure efficient
and timely completion of the work.
B. The landscape contractor shall be responsible for providing all labor, materials, and equiprnent
in the performance of his portion of the work.
9. The landscape contractor shall verify all existing grades, dimensions, and conditions in the
field and bring any discrepancies to the attention of the Owner, or his agent, for a decision
before proceeding with the work.
10. The landscape controctor shall protect existing structures, any plant materials scheduled to be
saved, and utility services and be responsible for their repair or replacernent if damaged by
him.
11. The landscape contractor shall remove all debris and unsuitable or surplus material from the
.site which is generated by his work.
12. All planting backfill shall be a good commercial grade free of noxious weeds or seeds and
other material detrimental to plant life.
13. The landscape contractor and/or the general contractor shall get written permission from both
the Owner, or his agent, and the landscape architect of record before making any
substitutions of plant material or other landscape items on the project.
14. The landscape contractor has the option to substitute field grown B&B plant material for
containerized plant material, as long as the plant materials meet all other plant specifications.
However, no bare root plant material will be accepted.
15. The landscape contractor shall warranty all plant materials and planting installations for a
period of one year from the date of acceptance.
16. The landscape contractor has the option to perform soil(s) tests at his expense to assure
plant survivability for the plant material on the project.
17. Should locat codes or ordinances or local commercial planting practices conflict with this
plans, specifications, or details, then the landscape contractor shall assume that the stricter
or more stringent shall apply to the project.
18. This plan was prepared with information provided by J.B. Webb & Associates and BellSouth
Company. DWA is not reponsible for any errors resulting from the information provided us.
IRRIGATION NOTES
1. Because of the lock of an available water supply on the site and high xeriphytic plant moterial,
the plant material shall only require watering during -the initial 30 to 45 days after planting.
2. The landscape contractor shall periodically import and hand water the installed plant materials
during the initial watering in period until the plants are established.
to
TREE PLANTING DETAIL_
NOT TO SCALE
@
DA
PLANT CALLED FOR ON PLAN
WITH CONTAINER REMOVED
WIRE TIE WITH RUB$Ek HOSE
PROTECTING TREE TRUNK
ZxZ' P.T. WOOD STAKE
(3 PER TREE)
S' OF COMPACTED MULCH
S' EARTH SAUCER
FINISHED GRADE
PLANTING BACKFILL MIXTURE
SUBGRADE
NARCISSUS AVENUE
01
PLANT CALLED FOR ON PLAN
WITH CONTAINER REMOVED
S' OF COMPACTED MULCH
S' EARTH SAUCER
FINISHED GRADE
PLANTING BACKFILL MIXTURE
SUBGRADE
SHRUB PLANTING DETAIL
NOT TO SCALE
LANDSCAPE LEGEND
KEY
QUAN. BOTANICAL NAME
COMMON NAME
SIZE',, / COMMENTS
XERIC
NATIVE
MC
2 Myrica Cerifera
Wax Myrtle Tree
8'-10' HT. X 6' SPD., 45 GAL.
L Y
EP
22 Elaeagnus Pungens
Elaeagnus
3 GAL., 24!'-30" O.A., 30" 0. C.
L N
EX
1 Existing scrub to be
removed
Three existing large shrubs
N/A
that have grown together to
be removed.
0
a
REVISIONS BY
EX 1 ST GALVANIZED WIRE' FENCE
GENERAL NOTES
1. VERIFY LOCATION OF ALL BURIED UTILITIES PRIOR -r0 ANY
EXCAVATION.
EXISTING BURIED OROUND RING'
2. THERE ARE NO POWER OR TELEPHONE SERVICE MODIFICATIONS IN
THIS PROJECT.
ALL GROUNDING CABLE
IN CONCRETE OR THROUGH WALLS SHALL BE IN
3/4- PVC CONDUIT. SEAL AROUND CONDUIT THROUGH WALLS. NO EX I ST I NG
METALLIC CONDUIT SHALL BE USED FOR GROUNDING CONDUCTORS.
PANEL
Q olExis,rING ,MODUL.AR BUILDING
4. BOND ALL EXPOSED METALLIC -OBJECTS ON BUILDING EXTERIOR
INCLUDING OUILDING TIE DOWN BRACKETS.
7
S. PROVIDE L06K WASHERS FOR ALL MECHANICAL CONNECTIONS FOR
GROUND CONDUCTORS, usr STAINLESS STEEL HARDWARE I ell
THROUGHOUT.
8. DO NOT INSTALL GROUND RING OUTSIDE OF FENCE LINE.
*AN ALL DiRT FROM SURFACES
7. THOROUGHLY RF -MOVE ALL PAINT AND OLE, Zm
6
REQUIRING GROUND CONNECTIONS.
rt
8. MAKE ALL GROUND CONNECT IONS AS sHoR-r AND DIRECT AS POSSIBLE.
AVOID SHARP' OENDS, USE MINIMUM BEND RADIUS OF 8.
'
9. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS L 5 �axe
44,
BEING CONNECTED. n
10i ALL,ODWLDS SHALL BE APPROVED FOR THe: METALS BEING 0 AID
CONNECTED
11. CION TRACTOR $HALL NOTIFY OWNER FOR GROUNDING INSPECTION PRIOR
TO ANY BACKFILL. CONTACT' ,WALT SCHWARTZ 262-5391.
,r
INSPECTION SLEEVE
12. FOO METAL FENCE POST GROUNDING USE DV
A HEAVY ry TYPE Q0
GROUNDING CLAMP OR CAMIELD To POST.
I SCALE: NOT To SCALE
13. FOk,lQkQIJNDJN0' TO BUILDING FRAME, &''HATCHPLATE GROUND BARS,x.
USE'A TWO -80,07 HbLE�NEMA DRILLED CONNECTOR SUCH AS T&B 390 7
t7�
OR, APPROVED ' EQUAL,
-14. FORNAL GROUND
ALL 'ExrEk CONNECTION,,
'CLAMPS, AND CADWELDS,
APPLY A, 1,1 BERAk P,RoTECT I VE 166ATING OF AWANT I -OX IDE COMPOUND
SUCH A.S,'No�»40XJDIE,'A4 BY-PIIARBORN CHEMICAL COMPANY.
35
15. REPAIR ALL 0ALVANIZO SURFAQgS THAT HAVE BEEN DAMAGED BY
1 11 1 I
THERMOWE VANI?
LDINO." USE, ERI00 T-319 GAL I NO BAR,
la
IL
16, INSTALL. GROUND,, RfWAND COMPLETE ALL 86NOING PRIOR TO MAKING
POWfik,,CONNi0-f,ri ON TO 'MODULAR BUILDING. cm
17, SEAL At,,.I,.CQNE)UIT,PENE.'rRATIONS,, INTO MODULAR BUILDING WITH A
SILICONE SEALANT.
m
18. APPLY FOR ALI—PERMITS REQUIRED AND MAKE INSTALLATION PER
LOCAL CODES AND NEPA 70 1 D931
19, ALL,CON DUCTOR BONDS TOGROUND RING SHALL BE PARALLEL TYPE
THMMOWELDED WITH INSPECTION SLEEVE WHERE SHOWN ON PLAN.
20, ALL CONDUCTOR 8ONDS,To oROuN4ROD$ SHALL BE TEE -TYPE
T110MOKLOt,l) WITH INSPECTION SLEEVE,
21, ALL GROUNDING CONDUCTORS SHALL BE #2 AWO SOLID BARE TINNED
COPPER,
%ATE ELE(,,`,TRlCAL PLAN
z
z
E',
S OX
REFERENCED N()T
-1. GROUND RINGBUR IEQ A MINIMUM OF iS' BELOW GRADE, GROUND
#
RINQ ANDCONNECT INNo.
O couc,rORS St-IAL,,L a E 2 AWO SOLID BARE
TINNED COPPER. *THE RING ING SHALL BE INSTALLED AT LEAST z
240 AWAY FROM FOUNDATIONS AND AS SHOWN ON DRAWING.
0 ov
SYMBOLS 2. BOND FENCE POST, CO GROUND WING *JERE SHOWN. (DESICarl BASIS is
W
25* 0. C. MAXIMUM SPACING.
5
S 'ALE a
:'NOT TO SCALE
Y 1
/11 81 COPPER CLAD GROUND ROD, WITH INSPECTION SLEEVE.
TYP I CAL SEE DETAIL.
4
REMOVE FENCE EXISTING GROUND, CONNECTIONS AT FENCE AND REPLACE AS REQUIRED To .
z
4 OF NEW MODULAR QUILDING.
ACCOMMODATE lN$TAL.LATiQ,
0 0
5. BOND BUILpINGaqrTOM FRAME TO THE GROUND RING. z
IZ
J
O. POND 'TO REBAR IN CONCRETE FOUNDATIONS FOR PAD. BUILDING, AND
STEPSlady ..
"l, 81L QND BU I LD I NG GROUND C
� ONDUOTOR (SUPPLIED BY BUILDING
TURERj TO GR'bUN0jilNG-
MANUFAQ,
B, BOND ALL TH8EEEL 86MS A EACHIND 'TO, THE BURIED GROUND
R I NO - tJS I No A :MECk4` iCAC'NOaOLT 'HOLE CONNECTOR AT THE BEAMS
r E ","'
AND A CADwgLp Ar,'`H' BUDDED GRot )NO, RING.
DRAW
cT, g,00/2/F qR, PRO.V RUN 3#1,#? -BARE GROUND
G. VICE, D I $CONNF. M IDED,WITH BUILDING
STIN 'L
PIPER
14 PVC U,O TO EX il PANEL EXIST'INO PANEL IS WESTINGHOUSE 120/240V,
�:PRO IN PANEL. DO NOT B%lD NEUTRAL. 'TOCVrF-ZKE
,
P, I PER
IN
ATE'
I N BA IN P/S TO, GROUND R I NG. 11/11/94
G. QUO
SCALE
-ov
JOB Nol.
9,4110
t"J
RA?l
?
- 777 7, 7 4.,
77,77
K",
E
"o
GENERAL CONDITIONS
1
IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR
HANDLING:
SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY
C.
AND/OR GREATER QUANTITY, STRENGTH OR SIZE INDICATED, SPECIFIED OR NOTED
A.
SHALL BE PROVIDED.
2
IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE
10 ft. non accumulative. Place vertical work in
AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS
materials of this Section before, during, and after
DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED 7O, THE ADDITION OF
WHATEVER TEMPORARY BRACING, GUYS OR TiE-DOWNS MAY BE NECESSARY. SUCH
MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR
with concrete.
AFTER COMPLETION OF THE PROJECT.
3
ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHAi_L BE
all other trades.
VERIFIED BY THE CONTRACTOR TO CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL
1.04 QUALIFICATIONS
DRAWINGS.
4
DESIGN LIVE LOADS
D. Position, support, and secure reinforcement against
ROOF 20 PSF
FLOOR 100 PSF
d .0 5
DESIGN WIND LOAD IS 140 MPH WITH SHAPE FACTORS IN ACCORDANCE WITH
A.
SBCC, LATEST EDITION.
6
THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE, AND
1. Locate and support reinforcing by metal chairs,
HAVING FAMILIARIZED,, HIMSELF- WITH ALL ,EXISTING CONDITIONS. • ANY QUESTIONS
completely trained and experienced in the necessary
a, r
S
OR.:DIS..REPANCIE.�. FOUND W"iTH., REGARDT THE .ERAWING .` LL 13 Rt7U BHT TO i -IE
0 S.. HA E8 T
S
reference information corresponding to markings shown on
ATTENTION OF THE ARCHITECT BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE
EXISTING CONDITIONS PRIOR TO FABRICATION OF MATERIALS.
i FOUNDATIONS
' 1
FOUNDATION DESIGN IS BASED ON AN ALLOWABLE BEARING PRESSURE OF 2500 PSF AS
RECOMMENDED IN THE FOUNDATION INVESTIGATION PREPARED BY WESTINGHOUSE
ENVIRONMENTAL AND GEOTECHNICAL SERVICES, INC. DATED SEPT. 10, 1990
(WESTINGHOUSE PROJECT NO. 1141-90-311).
2
ALL REQUIREMENTS FOR SITE PREPARATION AND SOIL COMPACTION SPECIFIED IN THE
SOILS REPORT SHALL BE FOLLOWED UNLESS ADDITIONAL MORE STRINGENT REQUIREMENTS
ARE SPECIFIED. NOTIFY ARCHITECT IF FOUNDATION CONDITIONS ENCOUNTERED DIFFER
FROM SOILS EXPLORATION INFORMATION MADE AVAILABLE TO THE CONTRACTOR.
3
EARTHWORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED SOIL
The Contractor shall man the project with adequate
TESTING COMPANY TO ASSURE COMPLIANCE WITH REQUIREMENTS OF THE SOILS REPORT
PRODUCTS
AND SPECIFICATIONS.
4
ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE UNLESS NOTED
OTHERWISE.
CAST IN PLACE CONCRETE
1
ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28
2,01 MATERIALS:_
DAYS:
3. Set wire ties so that twisted ends are directed
SLAB ON GRADE, FOOTINGS, do PIERS 3000 PSI
2
ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4%
AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58.
3
CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI
A.
301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY
CHAPTER 5 SECTION 5.3. OF THE LATEST EDITION OF ACI 318.
4
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL
Provide from one source. Cement containing fly ash shall
CONFORMING TO ASTM A--615 GRADE 60.
5
ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE
REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND
carry reinforcement and construction loads.
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301.
6
ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR
DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS
DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS.
7
CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO
F. Splices:
SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE
TESTING AND INSPECTION:
SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL.
8
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT:
3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.
2" CONCRETE EXPOSED TO EARTH OR WEATHER
9
MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR
The Contractor shall make all necessary arrangements with
DIAMETERS TYP. EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS
AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE
MIDSPAN, UNLESS OTHERWISE NOTED.
10
TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS
requirements of ACI 318 for minimum lop of spliced
DIRECTLY TO THE ENGINEER.
STRUCTURAL STEEL NOTES
1
STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR DESIGN,
bars.
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST
1. Proposed aggregates
EDITION.
2
WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE
AMERICAN WELDING SOCIETY, AWS D1.1.
3
ANCHOR BOLTS SHALL CONFORM TO ASTM A-36.
4
STRUCTURAL STEEL SHAPES, PLATES, ETC, SHALL CONFORM TO THE REQUIREMENTS OF
3. Mixing water
ASTM A-36, UNLESS NOTED OTHERWISE.
5
STEEL SHAPES, PLATES, ETC, WHICH ARE EXPOSED TO WEATHER SHALL BE
GALVANIZED.
SECTION
03350 - CA,5T-IN-PLACE CONCRETE AND REINFQRCEMENT
PAR
TI - GENERAL
1.01 DESCRIPTION:
A. Provide all cast -in-place concrete and accessories
1. Tests on core or .prism specimens fail to show
complete in place as shown on the Drawings, specified
information and filing by the Architect and his
herein, and needed for a complete and proper
installation. See General Conditions of the Contract for
Construction, Supplementary General Conditions, and
D.
Division I - General Requirements. Handling, execution,
2. Not formed as indicated or detailed.
installation shall all conform to the minimum
each type of concrete, using previously tested and
recommendations of the manufacturer of the products
of acids, alkalis, salts or organic matter.
herein specified.
B. Provide all concrete reinforcing and accessories complete
in place as shown on the Drawings, specified herein, and
4. Not true to intended grades and levels.
needed for a complete and proper installation. See
1. The mix designs shall be prepared under the
General Conditions of the Contract for Construction,
Reinforcing steel: ASTM A615, Grade 60, for all sizes.
Supplementary General Conditions, and Division I -
General Requirements. Handling, execution, installation
shall all conform to the minimum recommendations of the
B. Remove and replace defective concrete at discretion of
manufacturer of the products herein specified.
in the special considerations of materials and
1. Furnish and place concrete reinforcement for cost -
Supports for reinforcement: Bolsters, chairs, spacers
in -place concrete.
2. Fabrication of all reinforcement, including welding
of splices where detailed or required.
manner acceptable to Owner.
3. Furnish bar reinforcement for masonry.
1.02 WORK INQLUQED:
A. Batch, delivery, and discharge at project site location
as directed, all concrete of proper mix design for all
Mixes shall be proportioned per ACI 301 by either the
cast -in-place concrete.
1. Use wire bar type supports complying with CRSI
B. Cooperation, coordination and consultation with
representatives of testing laboratory, Architect,
Structural Engineer and other authorities.
1.03
QUALITY ASSURANCE:
materials to be employed in the work for each class of
A. Ready -mix concrete: Mix and deliver ready -mix concrete
wood, brick, or other unacceptable materials.
in accord with ASTM C94.
B. Reference specifications and standards:
2.02 ADMIXTURES:
1. ACI: 318 Building Code Requirements for Reinforced
exposed in the finish work, both interior and exterior,
Concrete.
2. ACI: 301 Specifications for Structural Concrete for
Buildings,
D.
3. ACI: 302 Recommended Practice for Concrete Floor
A.
and Slab Construction.
surfaces uniform for the intended texture; free from
4. ACI: 304 Recommended Practice for Measuring,
1. Complete identification of aggregate source of
Mixing, Transporting, and Placing Concrete.
1. MB -VR by Master Builders
5. ACI: 305 Hot Weather Concreting.
6. ACI: 306 Recommended Practice for Cold Weather
Concreting.
"bug" holes,. or other such imperfections.
7. ACI: 308 Recommended Practice for Curing Concrete.
2. Results of tests of aggregates for compliance with
8. ACI: 309 Recommended Practice for Consolidation of
3. Air -Mix by Euclid Chemical Co.
Concrete.
9. ACI: 311 Recommended Practice for Concrete
Inspection.
B. Patching of exposed concrete:
10. ACI: 214 Recommended Practice for Evaluation of
3. Scale weight of each aggregate.
Compression Test Results of Field Concrete.
Water -reducing admixture: Conform to ASTM C494, Type A.
11. ASTM: C94 Ready -Mix Concrete.
12. ASTM: C143 Slump of Portland Cement Concrete.
13. ASTM: C260 Air -Entraining Admixtures for Concrete.
rod holes shall be patched to match surrounding
14. In case of conflict between the referenced
5. Brand, type chemistry, and physical test for each
standards, the more stringent requirements shall govern.
2. Plastocrete 160 by Siko Chemical Corp.
15. CRSI: Manual of Standard Practice.
16. ACI 315: Manual of Standard Practice for Detailing
reinforced Concrete Structures.
be chipped away to a depth of not less than 1 in.
17. ACI 318: Building Code Requirements for Reinforced
6. Brand, type and amount of each admixture: Note:
Concrete.
18. American Welding Society, AWS D1.4: Recommended
Practices for Welding Reinforcing Steel Metal
C.
Inserts and Connections in Reinforced Concrete
area to be patched and a space at least 6 in. wide
Construction.
2'-4„
ANCHOR BOLT
COORD. W/BUILDING
MANUFACTURER
#6 D WL EA.
CORNER
911
SECTION A -A_
SCALE: 3/4"=1'-0"
BEARING 2 3 4" DIA. ANCHOR
3/4 x8 x1 -0„ LG 1" NON-SHRIINK BOLT / 16" EMBEDMENT
TYPICAL EACH PIER
T.O.C. ELEV. - GROUT
18"x18" SQ.
23 -0 II II CONC. PIER
0 & (6 #4WT
DWTIES
I APPROX. FINISH TYPICAL
�- A GRADE
d -
I
r
0
I
"rn
1 46
i
12,-n„
0
2P-4"
BUILDING SKID BEAM & ANCHOR
BOLTS BY VIRGINIA FIBERGLASS
PRODUCT AND INSTALLED BY
CONTRACTOR
1d- -V A -r -V AI -V 11 IP%
W/(3) #5 SW AND (5)
#5 LW BOTTOM -- TYP
I nc i -z% MI Aflrt- I
.1 --V AJ -V AV 1111\
CONIC. SLAB ON GRADE
REINF. W/ (3) #4x3'-O"LG
EACH WAY AT CTR OF SLAB
12'- 0"x4'- 6"x1'-0"THK
W/(3) #5 SW AND (5)
#5 LW BOTTOM - TYP
OF (3)_ PLACES
L -----------------_.._.. ---------J
,"ARTIAL
FOUND`-
AT
18x18 W/ (4)
#6
1.08 PRODUCT
HANDLING:
EACH CORNER
C.
Allowable tolerances: Flotwork true to plane 1/4 in. to
A.
Protection: Use all means necessary to protect the
C. Remove loose rust and mill scale, earth, ice, form oil,
10 ft. non accumulative. Place vertical work in
materials of this Section before, during, and after
or any other materials which may reduce or destroy bond
accordance with ACI 347.
installation, and to protect the Work and materials of
with concrete.
all other trades.
1.04 QUALIFICATIONS
OF INSTALLERS
D. Position, support, and secure reinforcement against
B.
Deliver reinforcement to the job site bundled, tagged and
displacement operations.
A.
The Contractor shall provide a superintendent and foreman
marked. Use metal tags indicating bar size, lengths, and
1. Locate and support reinforcing by metal chairs,
completely trained and experienced in the necessary
reference information corresponding to markings shown on
runners, bolsters, spacers and hangers, as
skills, and who shall be present at the site when
placement drawings.
required.
concrete is being placed and who shall do and direct all
work performed under this section.
2. Arrange, space, and securely tie bars and bar
supports together with 16 gouge wire to hold
B.
The Contractor shall man the project with adequate
PART II -
PRODUCTS
reinforcement accurately in position during
numbers of skilled workmen to ensure installation in
concrete placement operations.
strict accordance with the design. The workmen shall be
2,01 MATERIALS:_
3. Set wire ties so that twisted ends are directed
skilled in working with concrete.
away from exposed concrete surfaces.
A.
Portland Cement: ASTM C150, Type I for above grade.
C.
Should the Architect be faced with rejecting the work
Provide from one source. Cement containing fly ash shall
E. Provide sufficient number of supports and of strength to
performed under this section, he shall make no allowance
not be permitted.
carry reinforcement and construction loads.
for lock of skill on the part of the workmen.
B.
Fine aggregate: ASTM C33. Clean, sharp, natural sand
F. Splices:
1.05 CONCRETE
TESTING AND INSPECTION:
free from loam, clay, lumps, or other deleterious
1. Standard reinforcement splices: Lop ends, placing
substances.
bars in contact, and tightly wire tie. Unless
A.
The Contractor shall make all necessary arrangements with
indicated otherwise on drawings, comply with
the testing laboratory twenty four (24) hours prior to
C.
Coarse aggregate: ASTM C33. Clean, uncoated aggregate,
requirements of ACI 318 for minimum lop of spliced
each pour. The testing laboratory shall determine:
free from clay, mud, loam, dust or foreign matter:
bars.
1. Proposed aggregates
1. ' Crushed natural lime stone.
2. Proposed cements
2. Maximum , size: Not larger than 1/5 of the narrowest
3.03 2EEE91 V C�Ti
3. Mixing water
dimension between side forms, 1/3 of the depth of
the slab, or 3/4 of the clear spacing between
A. Concrete will be deemed defective when:
B.
The Contractor shall submit to the Architect for
adjacent rebars.
1. Tests on core or .prism specimens fail to show
information and filing by the Architect and his
strengths specified:.
Structural Engineer four (4) copies of design mixes for
D.
Water: Clean and potable; free from deleterious amounts
2. Not formed as indicated or detailed.
each type of concrete, using previously tested and
of acids, alkalis, salts or organic matter.
3. Not plumb or level where so Indicated.
acceptable materials.
4. Not true to intended grades and levels.
1. The mix designs shall be prepared under the
E.
Reinforcing steel: ASTM A615, Grade 60, for all sizes.
supervision of a concrete technologist experienced
B. Remove and replace defective concrete at discretion of
in the special considerations of materials and
F.
Supports for reinforcement: Bolsters, chairs, spacers
Architect, adequately strengthen and resurface in a
mixes•
and other devices for spacing, supporting and fastening
manner acceptable to Owner.
reinforcement in place.
C.
Mixes shall be proportioned per ACI 301 by either the
1. Use wire bar type supports complying with CRSI
3.04 FINISHING FORMED SURFACES:
laboratory trial batch or field experience methods, using
Chapter 3, unless otherwise indicated. Do not use
materials to be employed in the work for each class of
wood, brick, or other unacceptable materials.
A. Finish all surfaces of formed concrete which will remain
concrete required.
2.02 ADMIXTURES:
exposed in the finish work, both interior and exterior,
including surfaces which will be painted. Provide
D.
Mix design shall specify all of the following:
A.
Air -entraining admixture: Conform to ASTM C260.
surfaces uniform for the intended texture; free from
1. Complete identification of aggregate source of
1. MB -VR by Master Builders
imperfect joints, fins, "honeycombing", air pockets or
supply.
2. AER by Sika Chemical Corp.
"bug" holes,. or other such imperfections.
2. Results of tests of aggregates for compliance with
3. Air -Mix by Euclid Chemical Co.
specified requirements.
B. Patching of exposed concrete:
3. Scale weight of each aggregate.
B.
Water -reducing admixture: Conform to ASTM C494, Type A.
1. All defective areas, voids, stone pockets and tie -
4. Absorbed water in each aggregate.
1. Eucon WR -75 by Euclid Chemical Co.
rod holes shall be patched to match surrounding
5. Brand, type chemistry, and physical test for each
2. Plastocrete 160 by Siko Chemical Corp.
concrete. Where necessary, defective areas shall
cement.
3. Pozzolith Normal by Master Builders.
be chipped away to a depth of not less than 1 in.
6. Brand, type and amount of each admixture: Note:
with the edges perpendicular to the surface. The
Calcium Chloride and Fly ash is specifically
C.
Water -reducing, retarding admixture: Conform to ASTM
area to be patched and a space at least 6 in. wide
prohibited.
0494, Type D.
entirely surrounding it shall be wetted to prevent
7. Amounts of water used in trial mixes.
1. Eucon Retarder 75 by Euclid Chemical Co.
absorption of water from the matching mortar. A
8. Proportions of each material per (cu. yd.).
2. Pozzolith Retarder by Master Builders.
grout of equal parts of portland cement and sand,
9. Gross weight and yield per cu. (cu. yd.) of trial
3. Plastiment by Sika Chemical Corp.
with sufficient water to produce a brushing
mixes.
consistency, shall then be well brushed into the
10. Measured slump.
D.
Non -chloride accelerator: Conform to ASTM 0494, Type C
surface, followed immediately by the patching
11. Measured air content.
or E.
mortar. The patch shall be made of the same
12. Compressive strength developed at one day, three
1. Pozzolith 500A by Master Builders.
material and of approximately the same proportions
days, seven days and 28 days, comply with data
2. Accelguard 80 by Euclid Chemical Co.
as used for the concrete except that the course
requirements of ACI 318, Chapter 4, Section 4.3,
3. Darex Set by W. R. Grace and Co.
aggregate shall be omitted. the mortar shall not
for each mix design.
be richer than 1 part cement to 3 parts sand.
13. Water -Dement ratio shall not exceed 0.58.
E.
Calcium chloride, shall not be used.
White Portland cement shall be substituted for a
part of the grey Portland cement to match the color
E.
Furnish certified reports of each proposed mix for each
F.
Fly Ash, shall not be used.
of the surrounding concrete. The proportion of
type of concrete at least thirty (30) days prior to start
white and grey cements shall be determined by
of installation of the work of this section.
2.03 CONCRETE MIXES:
making a trial patch. The amount of mixing water
F.
Do not begin concrete production until all mixes have
shall be as the minimum amount required for
been reviewed by the Project Architect.
A.
It is intended that concrete for all parts of the
placing. The mortar shall be retempered without
concrete work be homogenous, and when hardened, possess
the addition of water by allowing it to stand for a
G.
Concrete testing service: Materials and installed work
the required strength, durability, water tightness,
period of 1 hour, during which time it shall be
may require testing and retesting, as directed by the
appearance, resistance to deterioration and abrasion, and
mixed occasionally with a trowel to prevent
Architect or Structural Engineer at any time during the
other qualities as specified or required.
setting.
progress of the work. Allow free access to material
2. The mortar shall be thoroughly compacted into place
stockpiles ut all times.
B.
Prepare concrete mix design in accordance with Sections
and screeded off as to leave the patch slightly
1.5 and 1.6 of this specification.
higher than the surrounding surface. It shall then
H.
Field quality control: The Owner shall employ an
be left undisturbed for a period of 1 to 2 hours to
independent testing laboratory to perform field quality
C.
The testing facility shall not be the some as used for
permit initial shrinkage before being finally
control testing.
field quality control testing.
finished. The patch shall be finished in such a
1. Quality control testing during construction:
manner as to match the adjoining surface. On
Sampling and testing during the placement of
D.
All concrete shall contain the specified water -reducing
exposed surfaces where unlined forms have been
concrete include the following, as directed by the
admixture. All concrete placed at air temperature below
used, the final finish shall be obtained by
Architect/Engineer:
50 degrees F. shall contain the specified non -chloride
striking off the surface with a straightedge
a. Sampling fresh concrete: ASTM C172, except
accelerator.
spanning the patch and held parallel to the
modified for slump to comply with ASTM C94.
direction of the form marks.
b. Slump: ASTM C143, one test for each concrete
2.04 ADMIXTURES:
3. Screed, finish patched area flush, level to match
load at point of discharge; and one for each
surrounding area in color and texture.
set of compressive strength test specimens.
A.
Use air -entraining admixture in exterior concrete, unless
C. Concrete temperature: Test hourly when air
otherwise indicated. Add air -entraining admixture at the
C. Remove rough spots, stains, and hardened mortar or grout
temperature is 40 degrees F. and below, and
manufacturer's prescribed rate to result in concrete at
from intended smooth surfaces by rubbing such surfaces
when 80 degrees F. and above; and each time a
the point of placement having air content within 2% and
lightly with fine carborundum stone. Use liberal amounts
set of compression test specimens are made.
4X
of water and rub sufficiently to remove defects without
2. Compression test specimens:
changing texture of concrete.
a. ASTM C31: One set of 4 standard cylinders for
2,05 CLASSIFICATION
OF CONCRETE:
each compressive strength test.
b. Cast and store cylinders for laboratory test
See Structural Drawings
specimens and field -cured test specimens as
specified in ASTM C31.
2.06 FABRICATION:
3. Compressive strength tests:
a. ASTM C39: One set for each 50 cu. yds. or
A.
Bend and fabricate reinforcing bars to conform with
fractional part thereof, of each mix design
required shapes and dimensions indicated on drawings.
placed In any one day. One specimen tested at
Comply with fabrication tolerances of reference
7 days, two at 28 days, and one specimen
standards.
retained in reserve for later testing if
1. In case of fabricating errors, do not rebend or
required.
straighten reinforcement.
b. When the frequency of testing will provide
2. Make all bends cold.
less than 5 strength tests for a given mix
3. Unless otherwise noted, lap all steel minimum 48
design, conduct testing from at least 5
diameters.
randomly selected batches or from each batch
4. Unless noted otherwise, dowels in footings shall be
If fewer than 5 are used.
same size and number as bars in columns or walls
4. Test results will be reported in writing to the
above.
following on the some day that tests are made:
5. Horizontal wall reinforcement shall be continuous,
minimum 48 diameter lap.
3 copies - Architect
6. Unless otherwise indicated, concrete steps: #3
1 copy - Structural Engineer
nosing bar each riser, (1-1/2 in. clear to
2 copies - Contractor
surface).
1 copy - Concrete Supplier
7. Corner burs shall be provided at all corners, some
Reports of compressive strength test shall contain
size and spacing as main reinforcement,
8. Unless noted otherwise, all concrete slabs,
the project Identification name and number, date of
excluding sidewalks shall have 6 x 6 - W1.4 x W1.4
concrete placement, name of contractor, name of
WWF.
concrete supplier and truck number, name of
9. All sidewalks detailed and/or noted shall have
concrete testing service, concrete type and class
thickened edges. Provide minimum 8" depth and 8"
location of concrete batch in the structure, design
width for thickened edges. Also reinforce
compressive strength at 28 days, amount of site
thickened edges with one #5 continuous minimum or
added water, slump, concrete design mix number,
as noted on the drawings.
compressive breaking strength and type of break for
7 -day, and 28 -day tests.
B.
Unacceptable materials: Reinforcement with any of the
following defects will not be permitted in the Work:
I.
Evaluation of quality control tests:
1. Bar lengths, depths, and bends exceeding specified
1. Do not use concrete delivered to the final point of
fabrication tolerances.
placement which has slump or total air content
2. Bend or kinks riot indicated on drawings or final
outside the specified values.
shop drawings.
2. Additional tests: The testing service will make
3. Bars with reduced cross-section due to excessive
additional tests of in-place concrete when test
rusting or other cause.
results indicate the specified concrete strengths
and other characteristics have not been attained in
PART III --EXECUTION
the structure, as directed by the
Architect/Engineer. The testing service may
3.01 SUF
FAQE C NQITION:
conduct tests to determine the strength and other
characteristics of the in-place concrete by
A.
Prior to installation of the work of this Section,
compression test on cored cylinders complying with
carefully inspect the installed work of all other trades
ASTM C42, or by load testing specified in ACI 318,
and verify that all such work is complete to the point
or other acceptable non-destructive testing
where this installation may properly commence. Verify
methods, as directed. The contractor shall pay for
that Cast -In -Place Concrete and concrete reinforcing may
such tests conducted and any other additional
be installed in strict accordance with all pertinent
testing, as may be required, when unacceptable
codes and regulations, the manufacturer's
concrete is verified.
recommendations.
1.06 SUBMITTALS:
B.
Assure that excavations and formwork are completed, and
A.
.
Procedure:Submit in accord with Section 01300.
that excess water has been removed from excavations.
B.
Certificates: Admixture certification and aggregate
3.02 INSTALLATION:
data.
C.
Submit design mix for approval with indication of usage
A.
Construction and expansion joints:
for each mix design and shall be in accordance with ACI
1. Make construction joints in exposed surfaces only
301 Chapter 3. Submit backup data to indicate
at predetermined locations approved by the
conformance with ACI 318 Chapter 5, Section 5.3.
Architect. Cold joints are not acceptable unless
D.
Shop Drawings: Submit detailed fabrication, bending, and
properly keyed and dowelled.
placement drawings and schedules.
1. Comply with ACI 315 "Manual of Standard Practice
B.
Placing concrete:
for Detailing Reinforced Concrete Structures".
1. Place concrete in compliance with ACI 304 and as
2. Include bar schedules, stirrup spacing, diagrams of
herein specified.
bent bars, assemblies, and any other pertinent data
2. Before placing any concrete in formwork, thoroughly
required for the fabrication and placement.
clean and wash-out forms with water.
3. Mill certificates: Accompanying the shop drawings,
3. If earth at bottom of forms has dried -out, re -wet
submit steel producer's certificates of mill
so that soil is moist, but free of standing water
analysis, tensile, and bend tests for reinforcing
Grid mud.
steel.
4. Thoroughly wet wood forms immediately before
1.07 JOB CONDITIONS.
placing concrete where form coatings are not used.
5. Convey concrete from mixer to final position by
methods which will prevent separation or loss of
A.
Allowable concrete temperature requirements:
materials.
1. Cold weather: In accordance with ACI 306.
6. Maximum height of concrete free fall is 4 ft.
2. Hot weather: In accordance with ACI 305.
7. Regulate .rate of placement so concrete surface is
B.
Do not place concrete in exposed locations while it is
kept level throughout, a minimum being permitted to
flow from one area to another. Use tremie heads
raining, unless adequate protection is provided.
spaced at approximately 10 ft. intervals for
placing concrete in walls. Control rate of pour
consistent with forms design.
8. Deposit concrete in continuous operation until
section being placed has been completed.
9. Do not use concrete which becomes non -plastic and
unworkable, or does not meet the required quality
control limits, or which has been contaminated by
foreign materials. Do not use reternpered concrete.
Remove rejected concrete from the project site and
i
dispose of it in an acceptable location.
2'-4„
ANCHOR BOLT
COORD. W/BUILDING
MANUFACTURER
#6 D WL EA.
CORNER
911
SECTION A -A_
SCALE: 3/4"=1'-0"
BEARING 2 3 4" DIA. ANCHOR
3/4 x8 x1 -0„ LG 1" NON-SHRIINK BOLT / 16" EMBEDMENT
TYPICAL EACH PIER
T.O.C. ELEV. - GROUT
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PRODUCT AND INSTALLED BY
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PRE -MANUFACTURED
BUILDING BY VIRGINIA
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NORI'H INE O LOT 30 :_ ;:, �° „ . , � _
EXERCISE .,�,u11uN �r110� .�... �... ,�r;w. PIPE:u:�tl" .�� . p� INSTALL IF��'I 00�Ir� FiO�SURFACE -, q1 �('y} 4 ��/ {('�)�, .�� nurollyr��,�r h
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SET IRON ROD 2, y >> \ `'� 85.00 3.:§t) i } Cay /Itit:ll IIAYV I� IA t ai' j) V a z
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VICINITY (1, t �3 I k
.„,_..,,.._.__..................�.._......................_--""ail ...... CC asw�yy
1 1 PINI.. J// _
10,00'.x`
•E l IRON ROD PAR TRACT
I ° ,W/C:AP'-«r B 4298
I 10,00' � I I LEGAL DBBDRIP�"ION
33.3' - --� C, o,
1 • The East 160.00 feet of the North 126.00 feet of Lot 30 "Florida
POC H 4 I Lard and Colonization Company's Celery Plantation," according to
I .. .................r....,. - the plat thereof a recorded in Flat Book 1. page 129 of the
I.; ....� x•2.3 Public Recordsof BnrnlnoleCounty, lt�rlda.
F
I LEASE PARCEL
Ld
-- a� _ .._ cn LLJ
.. /� LEGAL DE80RIPTION
O ®' W -� - ixi EXISTING u? , `�
I �; >�tO�D <\� €�.�' A parcel of land lying in 8etia�a-a �', To�a►a�>�hip 19, South, Range
LCA LU Z M 21,85 FRAPPE RESIDENCE _.__. �._.._® 30 East, Seminole County, Florida being more particularly described
, I� 1
N t �
..r �£ 'ARCI`�` US AVENUE ' . O follows,
- I'D FINISHED F=LOOR ELEV, = 23.17 rj �C!
€a� PAD � � . Lj) The 'South 80.00 feet of the North 96.00 feet of the Fest 86.00 feet
h
I �, '11.7' • ..a N of the Bast 160,00 feet of Lot 80 of "Florida Land and Colonization
ation
10,00 �, _. _.• «.... _ ......._ _. ... 313 _ ..._ ..... _ ...m_ 0 �- Company's Celery Plantation," according to the plat thereof as recorded
e" PVC CAP ,� r �� X22.00 I { �,_.°,...,21y97 � 2.3' 19.3' r� In Plat Book 1, Page 120 of the Public Records of Seminole County,
{__._.........._............................ _ ___. 8.5'
co c9 W; R` 1«tNI� (rYP.) �u 0' ..............._.................. Florida.
OVERHEAD CABLE R kr ... C d
t� I Containing 8,799.89 square feet.
N N ,'� I>0.' W
O O 4'X4` CONCRETE' ✓� I 3
Ln Ln
° N
OO PAD (T"P.) / � , WO ;DEN DECK O
Z_'"-- • t t`.. tom. ii' tY i1 ✓C/ "
PRIVA
y PENCE
24.2' 2" c !
CD SOCK SURF CEE \ cn
___,I >
I�-� INSIM
Ir FENCE 7 AREA �. � ,
1. BEARINGS A BARD ON TRUE NC�RTI, „
I� \ . LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTSOF-WAY, EASEMENTS OF RECORD OR
'12" PINE OWNERSHIP.
I EAST LINE OF LOT 30 BB��;E,�) ON A SKEI�,aH OF `�1.��tVEY I"'
[ Y 3I_ ,i I;ITr3ER. PLS, DATED DECE �I3E€? 19?�2 . ELEVATIONS ARE REFERENCED TO N.G.V.D. AND
..........
�.�1•` � ...._.._ K 21.9E WPP
ARE BASED ON BE INOLE COUNTY BENCHMARK
.............................._ ,.
! _..._.. ®24, USC&GS BRASS DISK, BLFV - 17.47.
3?...�, ,
SET ICON ROD I 1 i` I O tv 1i 3€_E PAI M SET IRON ROD
4. UNDERGROUND UTILITIES NOT LOCATED.
W/CAP-LB x:295 �^ ,,+ _ � 1 +t�/ CAP.,..LB 4298
1, .• t
<.. I.3 .� x
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x
:.. .�. - � ' __ _- . ,.,�,.. �, _ ._u __- 6. BOUNDARY ANIS TOPOGRAPHIC
�1.t�T ,` ,, S8J 5344"W 85.00
.INFORMATION PER SURVEY PREPARED BY
MORGAN A EKLUND, INC. DATED 136-26-90,
E JOB NO.2026,49.
I 1 BAr�N t
8. CURRENT ZONING.
7. NO ADDTIONAL IMPERVIOUS AREAS ARE
Ir ; J I BEING ADDED ` O 'FIE SITE AS THE
_ PROPOSED BUILDING WILL B ON PIERS.
METAL
W
SHED
€SEE
STRUCTURAL PLANS.
I a 1 bi
8. SITE IS NOT LOCATED IN A FLOOD PRONE
)
' AREA PER FIRM PANEL 120289 0036 B.
0. 7' M�' �f, ° _ IP�D vt�r ,`:ti3' 9. BOILS ARE 13- EAU GALLIC AND
FIND, !R/CAP 053, 2„
UL01 IESLIfJE 1.. "tel �r sty R} T IMMO SAL FINE SANDS.
((55�� yy
9 4 W
150.05(M) 150.00(P) �..�
PROJECT'DIRECTORY
OWNER- Walter A. Hoffman Jr.
1-1 P.O. Box 3084
_ 3 0 Longwood, Fl. 32770
(407) 862-6172
`~<�fitCANT ENGINEER- John B. ebb Associates, Inc.
8319 Maguire Blvd., Suite 100
Orlando, FI. 3280
(407) 898-9322
I SURVEYOR- Morgan Eklund, Inc,
4618 20th St.
Vero Beach, Fl. 296t0
( 6113 2
4070 9- 218
DEVELOPER. Bell South Mobility
402 S. North Lake Blvd. �ti, �"
i rune 0012 DATE
1...0T 2 I._0T 4.3 Altamonte 'Springs, Fl. 32701
L01'
_., 0 rya E' "'E'
B1901SIT
1:1 DESIGNED RIFF DATE"' " ENGR'S. PROJECT
- 402 S. NORTH LAKE BOULEVARD
DRAWN CIS APPROVED FOR PROPOSED EQUIPMENT BUILDING NOV. 1994 1-01
OHN B. WEBS & ASSOCIA iES., INC.
I IWO
SUITE 1012
cHEQKED REF _ AL rAM�Ni' �'RIh1C, FLORIDA 32701
CIVIL EPa VIR(7�i,A�9t�NrAL CONSULTING ENGINEERS OFFICE (407) 262-53 1 ORLANDO11! IF SCALE SHEET
l l S i l i FAX (40�) 643-021 VWOF
NO. DATE TOWER SITE
REVISIONS BY APPR'D. ROJECT ENGINEER Y ,ter REG. PR F. ENGR. FLORIDA DATE ORLAItJDC% FLORIDA falMA SOUTH C�arnpro�r
�g
I
DWA
LANDSCAPE
k|��7-[-�� .
L_/�|�L/�J\/+�[-L- NOTES
1. All plant material oho|| Florida # 1 grade, VF better, according to the latest edition of the �
Florida Department of Agriculture's 'Grades and Standards for Nursery Plants'.
2. All plant material improperly pruned, uAdor—oized, d|mooaed or otherwise not to grade or size
indicated on the n|on aho|| be removed and replaced upon notice of the Owner, or his agent.
3. All planting beds, shall be covered with o S' nninirnurn of compacted wood chips.
4. Plant quantities indicated in the landscape legend are approximate and for the contractors �
conveniencein estimating. In case of a discrepancy, the plan shall
5. All planting shall be done by knowledgeable individuals under the direction of o qualified
landscape forernon, and, in accordance with accepted commercial planting procedures.
. O. The landscape contractor and/or the general contractor Gho|| comply with all |noo| codes and
nrdlnonoae, and obtain all permits and bonds necessary to contruct the project. '
7. The landscape contractor shall coordinate his work with other contractors to assure efficient
and timely completion of the work.
O. The landscape contractor shall be responsible for providing all |obor, nnoferio|s, and equipment
in the performance of his portion of the work.
9. The landscape contractor shall verify all existing grades, dirnenmions, and conditions in the
field and bring any discrepancies to the attention of the Owner, or his ogent, for o decision
before proceeding with the work.
10. The |ond000po contractor shall protect existing atruCtUr8S, any plant materials scheduled to be
aovod' and utility services and be responsible for their repair or replacement if damaged by
him.
11. The landscape contractor shall remove all debris and unoUitohka or surplus rnoteMa| from the
site which is generated by his work.
12. All planting backfill shall be a good commercial grade free of noxious weeds or seeds and
other rnofnriml dofrirnenfo| to plant life. `
13. The landscape contractor or the general contractor ahQU get written permission from both
the OvYner, or his agent, and the landscape architect of record before making any
substitutions of plant material or other landscape items on the project.
14. The landscape contractor has the option to substitute field grown B&B plant material for
containerized plant rno[erio|, on long as the plant materials meet all other plant specifications.
HVwever, no bore root plant material will be accepted.
15. The landscape contractor shall warranty all plant r0O[eriO|s and planting installations for O
period of one year from the date of acceptance.
18. The landscape contractor has the option to perform soil(s) tests at his expense to assure
o|onf survivability for the plant material on the
17. Should |OoOt codes or ordinances or local cVrnn7orcia| planting practices conflict with this
plans, specifications, or details, then the landscape contractor shall O5surnm that the stricter�
or more stringent aho\| `op9|v to the project.
18. This plan was prepared with information provided by J.8. Webb & Associates and BellSouth
Company, DWA is riot reponsible for any errors resulting from the information provided us.
|[][]|G'AT|OK] K|O7-[-S
1. Because of the |ook of an available water supply on the site and high xeriphvtic plant rnot9rioL
the plant material shall only require watering during the initial 30 to 45 days after planting.
2. The landscape contractor ahoU periodically import and hand water the installed plant materials
during the initial watering in period until the plants one established.
` `
. `
|
�
LIJ
WITH CONTAINER REMOVED
L
`
p I WIRE TIE WITH RUBBER HOSE
PROTECTING TREE TRUNK
- P.T. WOOD STAKE
� ^ / `' � ` LEGEND,
'CAPE
�.' � L/^�| � L/��
FOR ON PLAN
'
.`�. �,..` ~...`.`~._ .~..�
COMMON NAME SIZE COMMENTS XERIC
` �� ' ` ,� '�` �_ NATIVE` `
' FINISHED GRADE� ` '� ' ' MC 2 Mvr�`n C��foro Myrtle Tree O'-1 O' HT. X 0' SPD., 45 CAL.. � / Y
.� —_ -'�, /
~
FINISHED GRADE
' EP 22 uo Pungens Eoeognus 3 GAL, 24"_30" 0J\' 30" O.C. L / N
.
, -- EX � 1 'Existing scrub to be removed Three existing large shrubs N/A
R�[ ft
thot h gr
0wn together to
he removed.
'
* / �
PLANTING BACKFILL MIXTURE
SUBGRADE
Z
`
2D MIN,
2D MIN.
� -
` ', S
. . . ` ~.
SC
NOT TO ALE
!~'' ,'~ �`~��
TREE [[/kl|(\iG [[T/| -
NOT TO SCALE'`
I
. ...... . . ... - ------ - - - ----- -A
OH ELECTRIC
77
A F� I
Z -g
0
F_ IN! 4 _4� a
CENTER LINE 9 SITE �_QCATIQN 7�
r
21.51
cl,
46
NW C ORNER
1979,59' (MEAS) W8,50 (PLAT)
21,52 21 �51
�7 7N
rV
iE NE I/ 'E OF PAVEMENT
F T'r 4 E D (3 j, Mg
OF THE N1W 1/4 21,45 Rup -N611 5
�j
_y
OF SECTION 27 21.36 21,42 1 21.42
;5
............. . ...... ....... ............ ............ ...... . . .......
TWFT _19S, _k_N_GE �j 41
.�TLl
CONTRACTOR TO INSTALL STABI I_ZED �UBBASE 65,04'
HAZZARD L
V
1�, _� ;�,i BF 18,'
A�
NORTH INE
7, '7
NOR E OF LOT 30
EXERCISE "ALMON WEN GAS PIPELINE AND INSTALL MIRAFI,60OX UNDER ROO SURFACE
E u ro. ifAI'i w
B 0.1
EAR GAS
WORKING N, M AR K * E R
DH ELEC'IRIC MAH -BOX R/W LINE (30 FFT)
FIND CONICRE'lE
PiPELINI
20-87
X N89o53 44 E
N Ll M 1" NT
1 "�`GgW, IRAV
99�,N,Q? A',
R & p1 C I C
425
1, .,
`NCRETE HEDGE
%
FIND CO
. .........
130 IJUBRUSH
MONUMi"
F
rF
0 TREE (DEAD) 12' GRAVE.. DRIVE
C,
0
0 �o
15' RESERVED FOR ADDITIONAL R 1W 0
(PER CITY OF SANFORI.-) 1 -MR. ORF)INANCIEL) 2 6' CHAIN I -INK FENCE GATE
4000
7 77 .77
...........
SET IRON ROD 2.4 RAVE NNA
N89
85
053 44"E .00' 1.30 j full
1009
l)M1A
(p
. .........
----------
W/CAP-IB 4298
o X,
21, 0 VICINITY MAP
1 12" PINE 1 10 0 Y 1A
10.00, 9.9, ------
,ET IRON ROD
10,00, 03 W/CAP-113 4298 PARENT TRACT
33 LEGAL DESCRIPTION
11,7
The East 160.00 foot of the North 125.00 feet of Lot 30, "Florida
POH 4 Land and Colonization Company's Calory Plantation,'? according to
.............. the plat thereof as recorded In Plat Book 1, Page 129 of the
Public Records of Seminole County, Florida.
X LEASE PARCEL
0 LEGAL DESCRIPTION
1-1 .I -D OF' S-L)WEY CCD:)
0 9
A' EXISTINIG WOOD
Ln F�. 5, A parcel of land lying In Section 27, Township 19, South, Range
E
Z W 21,85 FRAME RESID..NCE
00 ;�� - i I
< 30 East, Seminole County, Florida being more particularly described
0
3051 NARCISSUS AVENUE 0 as follows.
FINISHED FLOOR ELEV. 23,17
21,17
-CONC� 0
PAD The South 80-00 feet of the North 95.00 feet of the West 86.00 feet
LO
10 00, of the East 150.00 feet of Lot 30 of'®Florida Land and Colonization
3'
Company®a Celery Plantation,® according to the plat thereof as recorded
6" PVC CAP 22.00 21 9 7 2, 1' 19, In Plat Book 1, Page 129 of the Public Records of Seminole County,
Q0 (D -ROUNr
WIG? (I'YP,) Florida.
OVERHEAD CABLE_�
L . .......... b
Ln Ln
N N I
*CD
4'X4' CONCRETE
00 PAD tTy
ZZ
ROCK SURFACE
I S01- FENCED AREA
NS; : E.,
1.4'
SE 'T IRON ROD
vet,/CAP-'LE 4-298
21.07
r)
2.6 0'
T()WER
20,4'
r. WOODEN DECK
24.2'
12" PINE
21.9611 F
PALM
U, DOUBLE IRON RON ROD
0 21.45 1.
0 X ------- 16.2" W,/CAP---LB 4298
X"LX
8L
1.2 S89'53 4-L4 W 85.00
'i 0. 7'
Containing 6,790.89 square Toot.
Li
(N
0
G* VV'000
PP -W
MACY P'E'NCE
AG �1 0 0
<'� 0
> _j
1. BEARINGS ARE BASED ON TRUE NORTH.
2. LAND $ SHOWN HEREON WERE NOT ABSTRACTED
XQIE. FSR RIGHTS -CF -WAS', EASEMENTS OF RECORD OR
EAST LINE OF LOT 30 SED ON:A SKE'rf"'H OF SURVEY OWNERSHIP.
DY BESA
LAIR KITI11EF`,, PLS, DATED DECEMBER 4-, 1982 )
411
4
SHED
b
FIND IR/CAP•89°53
LOrHESI WIE 1,,! 0 N U:1,1; E Ni T a.
3.x8 2 S 8 9 '5 34 2 W IMMOKALEE FINE SANDS.
1 50.05(M) 150,00(P)
PROJECT DIRECTORY
OWNER- Walter A. Hoffman Jr.
RI -1
P.O. Box 3064
LOT 30 Longwood, Fl. 32770
(407) 802-0172
VACANT ENGINEER® John B. Webb & Associates, Inc.
3310 Maguire Blvd., Suite 100
Orlando, Fl. 32803
(407) 898-9322
SURVEYOR- Morgan & Eklund, Inc.,
4610 20th St.
Vero Beach, Fl. 32960 wwo
(407) 509-2216
DEVELOPER- Bell South Mobility
No. I DANE j REVISIONS BY I _ APPR D. I /FI ROJECT EnINE
LANDSCAPE
� kJ������/\ �l[- K]���-[-��
L��|�L/��L/��[-L_ |�\J| [-��
1 . All plant n"laterial shall Florida # 1 grade, or better, according to the latest edition of the
Florida Department of Agriculture's 'Grades and Standards for Nursery Plants'.
— '- r -'n' m --'i- 'm,r-r-y rr-n--' under -sized, diseased_or otherwise not to gr___ or ___
indicated on the o|on shall be removed and replaced upon notice of the 0wner, or his agent.
J. All planting beds shall be covered with o "" rnininnUrn of compacted YvQoC| chips.
4. Plant quantities indicated in the landscape legend are approximate and for the contractors
convenience in nnfinnofing. In case of a discrepancy, the plan aho|| govern.
5. All planting aho|| be done by knowledgeable individuals under the direction of o qualified
landscape foreman, and, in accordance with accepted cornnneroio| planting procedures.
0. The landscape contractor and/or the general contractor oho|| ournp|y with all local codes and
ordinonoes, and obtain all permits and bonds necessary to contrucf theproject.
7. The landscape contractor shall coordinate his work with other contractors to assure efficient
and timely cornp|etion of the work.
8. The landscape oVnfroo[or shall be responsible for providing all |mbnr' n7oferiolo, and equipment
in the performance Of his portion of the work.
9. The landscape contractor shall verify all existing grades, dirnensiono, and conditions in the
field and bring any discrepancies to the attention of the [)vyner' or his agent, for o decision
before proceeding with the work.
10. The landscape contractor shall protect existing otruofurea, any plant rnOt9ria|S scheduled to be
saved, and utility services and be responsible for their repair or replacement if damaged by
him.
11. The landscape contractor shall remove OU debris and unsuitable or surplus material from the
site which is generated by his work.
12. All planting backfill shall be O good ConnrnerciO| grade free of noxious weeds or seeds and
other rnotorio| detrimental to plant life.
13. The landscape contractor and/or the general contractor oho|| get written permission fronn both
the 0Yvner, or his agent, and the landscape architect of record before making any
substitutions of plant material or other landscape items on the project.
14. The landscape contractor has the option to substitute field grown B&B plant rnoteriol for
containerized plant material, as long as the plant rnoterio|o meet all other plant spocificotionm.
However, no bare root plant material will be accepted.
15. The landscape tro U warranty all plant r-naterials and planting installations for o
period of one year from the date of acceptance.
16, The landscape contractor hos the option to perform soil(s) tests at his expense to assure
plant survivability for the plant rnoforia| on the project.
17. Should |Vcatcodeo or ordinances or |0co| commercial planting practices conflict with this
plans, specifications, or dotoOo, then the landscape contractor shall O8GUrne that the stricter
or more stringent ahoU apply to the project.
18. This plan was prepared with information provided by J.B. Webb & Associates and AaU5Duth
Company. OVYA is not r8ponsible for any errors resulting from the information proVided us.
|[][]| A �| k}07 -[_C~
1. Because of the lack of an available water oUppk/ on the site and high KeriphYtic plant rnoferia},
the plant material shall only require watering during the initial 30 to 45 days after planting.
2. The landscape contractor ahoU periodically import and hand water the installed plant rnatario|a
during the initial watering in period until the p|onfa are established.
}
THIS PORTION OF THE PARCEL IS NOT
EFFECTED BY THE LANDSCAPE CODES.
EXISTING
BARN
LLJ
PLANT CALLED FOR ON PLOI
1 17
7 WITH CONTAINER REMOVED
WIRE TIE WITH RUBBER HOSE
PROTECTING TREE TRUNK
2%2" P.T. WOOD STAKE
(3 PER LANDSCAPE LEGEND
3" OF COMPACTED MULCH PLANT CALLED FOR ON PLAN
WITH CONTAINER REMOVED K EY QUAN, BOTANICAL NAME COMMON NAME SIZE COMMENTS XERIC
3" EARTH SAUCER NATIVE
S OF COMPACTED MULCH
FINISHED GRADE Mc 2 Myrica Cerifera Wax Myrtle 'Free W-1 0' HT. X 6' SPD., 45 GAL. L Y
3 EARTH SAUCER
FINISHED GRADE
IT
EX 1 Existing scrub to be removed Three existing large shrubs N/A
a ave grown ogether to
URE PLANTING BACKFILL MIXTURE
ID PLANTING BACKFILL MIXT be removed.
2D MIN.
2D SHRUB PLANTING DETAIL
NOT TO SCALE
TREE PLANTING DETAIL
NOT TO SCALE
WD WA 1111
LANDSCAPE ARCHITECTURE / IRRIGATION DESIGN
DAVID WICKHAM & ASSOCIATES INC.
1701 CEDARSTONE COURT
LAKE MARY, FL. 32746-4615
(407) 333-8937
�5