FLS2003-07030 (2)
FLS2003 -07030
STEVE WATTS
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MCMULLEN'~ ~UBPIVI~ION
10. PAGE 25)
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CONCRETE
CURB
30 P A V E MEN i
PRUIP ROAP
-~(RIGHT~Of-WAY WIDTH UNKNOWN)
LEGAL DESCRIPTION: (SECTION 16 TOWNSHIP 29 SOUTH RANGE 15 EAST]
THE WEST 200 FEET OF THE SOUTH 1/2 OF BLOCK 8, WALLACE AOO IT! ON TO CLEARWA TEA.
AS RECOROED I N PLAT BOOK 3 PAGE 6. OF THE PUBLI C RECOROS OF HI LLSBOROUGH
COUNTY FLOR I OA OF llH I CH PI NELLAS COUNTY WAS FORMERLY A PART
TH I S SURVEY WAS PERFORMED WITHOUT THE BENEF IT OF A CURRENT TI TLE POll CY
THERE MAYBE SETBACKS, EASEMENTS, RESTR I ClI ONS, ANOIOR OTHER MA HERS OF
RECORD WH I CH COULO AffECT THE PROPERTY AND/OR BOUNOAR I ES
HOHAHHAP B. fAR
8131 MeadoHvlew Place, New Port Richey, Florida, 34655
Phone (727) 375-1740 Fax (727) 375-1741
FLOOD INSURANCE RATE MAP I NFORMATI ON:
COMMUNITY PANEL NUNBER 125096-0015-D DATED OB/19/1991
THE PROPERTY APPEARS TO BE I N FLOOD ZONE 'X'
THE BASE 100 YEAR FLOOD ELEVATION IS NIA MEAN SEA LEVEL
REVISIONS
CREW CHIEF WG'"
SHEET 1 OF 1
JOB NO 0306065
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SURVEYOR'S REPORT/NOTES
1 THIS SURVEY WAS PERFORMED WITHOUT THE
BENEF IT OF A CURRENT TI TLE POll CY
THERE triA Y BE SETBACKS EASEMENTS
RESTRICTIONS, ANO/OR OTHER MATTERS OF
RECORD WH I CH COULO AFFECT THE PROPERTY
ANDIOR BOUNDAR I ES
2. THE BEAR I NGS SHOWN HEREON ARE BASED ON
AN ASSUMED MER ID I AN AND FIELD DATA
3. ELEVATI ONS SHOWN HEREON ARE BASED ON
N G V D
4 CALCULATED I NFORMATI DN I S BASED ON
CONCEPTUAL RECREATION OF PLAT INTENT
5 ALL PROPERTY CORNERS CHECK THE RECORD
PLAT UNLESS NOTED OTHERWISE
6 D I MENS IONS ARE EXPRESSED I N FEET AND
DEC I MAL PARTS THEREOF
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LEGEND
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Neq- 11'2'1'W
. CENTERLI ME
. CENTRAL ANGLE
ARC LENGTH
. AIR CONDITIONER
CALCULATED
. CONCRETE BLOCK STRUCTURE
. CHORO
. CHAIN LINK FENCE
. CONCRETE
CHORD BEAR I NGICHORD
. ELEV AT! ON
FOUND CONCRETE MONUMENT
. FOUND DR I LL HOLE
. FOUND CAPPED I RON ROD
. FOUNO 1/2' I RON ROD
. roUND
. FOUND NAIL & TIN
- FOUNO I' OPEN END PIPE
FOUNO PINCHED PIPE
. LOWEST LI V I NG FLOOR
MEASUREO
. NOT APPlI CABLE
. PLAT
. PLAT BOOK
. PAGE
. POINT OF BEGINNING
- PO I NT OF COMMENCEMENT
RAD I US
. RECORD
SET DRILL HOLE
SET NAIL & TIN
. SET CAPPED IRON ROO .5545
- SET I RON ROD
. UT I L I TY EASEMENT
. FENCE LI NE
CERTIFICATION
I HEREBY CERT I FY THAT A SURVEY OF THE PROPERTY DESCR I BEO HEREON MAS MADE
UNDER MY DIRECT SUPERVISION AND THAT THE SURVEY COMPLIES WITH THE MINIMUM
TECHN I GAL STANDARDS-SET. EORTH BY THE FLOR I DA BOARD OF PROFESS 10NAL LAND
SURVEYORS AND MAPPERS,..I,N CHAPTER 61G-17 F A C, PURSUANT TO SECTI ON 472 027,
FLORIDA STATUTES~ ::-ALSll.-/THE SKETCH SHOWN HEREON IS A TRUE AND ACCURATE
REPRESENTATION OF SAID PROPERTY TO THE BEST OF MY KNOWLEDGE AND BELIEF
" ,,\ U' (r/ .~
SUBJECT TO NOTE(ANO,NDTATo/ONS SHOWN HEREON
J <( 1.... .... #(4 ..."
THE SURVEY O~J,PJO )tEjlfJ~ NOT ~VEREO BY PROFESS IONAL LI AB IllTY INSURANCE
Jfj~';,/Ji/4~ " 06/ 10/200'3
MOHAMMAD B FAR.~'p\'L's.' .5545 DATE
'/7J1i\h 1(J'<'
NOT VAllO UNLESS SIGNED OATEO ANO STAMPED WITH A RAISED EMBOSSED SEAL
-"'i..v,""'....
CERTlF'ED TO.
MILLENNIUM CONSTRUCTION COMPANY tHC
STEPHEN WATTS. ESg
-
MATERIAL SCHEDULE
O.A.H. = OVERALL HEIGHT
CAL. = CALIPER
SYMBOL BOTANICAL NAME COMMON NAME SIZE & REMARKS
CR LAGERSTROEMIA INDICA CRAPE MYRTLE 10' O.A.H. 4' SP. 30 GALLON "TUSCARORA", 2" CAL. MIN.
VI ~BURNUM SUSPENSUM ~BURNUM 3 GALLON 30" HIGH MIN. PLANT @ 3'-0" O.C. MAX.
SRB STRELlTZIA REGINAE GIANT BIRD-OF-PARADISE 10 GALLON 6'-0" HIGH MIN.
GJ GARDENIA JASMINOIDES GARDENIA 3 GALLON 30" HIGH MIN.
HS HEMEROCALLlS FULVA DAY LILY 1 GALLON 15" HIGH MIN.
RI RHODODENDRON INDICUM INDIAN AZALEA 3 GALLON 30" HIGH MIN. PLANT @ 3'-0" O.C. MAX.
CL CRINUM SPP. CRINUM LILY 7 GALLON 30" HIGH MIN.
PG PHOTINIA GLABRA RED TI P 3 GALLON 30" HIGH MIN. PLANT @ 3'-0" O.C. MAX.
LC LANTANA CAMARA LANTANA 1 GALLON 10" O.A.H.
GROSS EXISTING SQUARE FOOTAGES
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TOTAL SITE AREA
EXISTING BUILDING & DRIVE TRU
EXISTING DRIVES, WALKS & PARKING
EXISITNG PERMEABLE SPACE (GREEN AREA)
PARKING SPACES REQUIRED
PARKING SPACE PROVIDED
(1 TO 3 SPACES PER 1000 S.F. OF GROSS BUILDING AREA) -
17 SPACES
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AREA SQUARE FEET ACRES PERCENTAGE %
TOTAL SITE AREA - 311848 S.F. .731 100%
PROPOSED BUILDING & ENTRY CANOPY - 31137 S.F. .072 10% fVI\ fER\ IPG\
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PROPOSED DRIVES, WALKS & PARKING - 13,156 S.F. .302 41% \1.V ~ ~ 21
PROPOSED PERMEABLE SPACE (GREEN AREA) - 15,555 S.F. .357 49%
9.41 SPACES
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ORe DATE 8-14--::3
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SIGNATUp "
DATE q '2-6 0
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Dote: 7/15/03
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INFORMA TION TAKEN FROM SURVEY DATED 6/10/2003 BYI
MOHAMMAD E, FAR
8131 Mea.dowvlew Pla.ce J New Port Richey, Florlda.J 34655
Phone: (727) 375-1740 Fa.x: (727) 375-1741
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Date: 7/15/03
Scale: AS NOTED
Drawn: RWH
Job:
Sheet: A ~ 1
~SC~S
TH~ WORK:
t. THE WORK CONSISTS OF THE COMPLETE PLANT MATERIAL INSTALLATION AS
SHOWN ON THE DRAWINGS AND AS HEREIN SPECIFIED. THIS WORK SHALL
INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT MA'fERIAL
SPECIFIED, THE FURNISHING OF ALL LABOR, EQUIPMENT, APPLIANCES AND ALL
)LATERIALS CALLED FOR, AND IN PERFORMING ALL OPERATIONS IN
'CONNECTION WITH THE LANDSCAPE INSTALLATION AS SHOWN ON THIS PLAN.
FURTHER, THE WORK SHALL INCLUDE THE MAINTAINING OF ALL PLANTS AND
PLANTING AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER, AND THE
FULFILLING OF ALL GUARANTEE PROVISIONS AS HEREIN SPECIFIED.
t. THE CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE RELATED
PAVING, SITE GRADING, WATER SUPPLY, ELECTRICAL SUPPLY, AND OTHER
UTILITIES TO PRECLUDE ANY MISUNDERSTANDING AND TO FACILI'rATE A
TROUBLE FREE INSTALLATION.
S. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES TO THE
EXISTING FACILITIES THAT MAY OCCUR AS A RESULT OF THE WORK DONE BY
THE CONTRACTOR CALLED FOR IN THESE SPECIFICATIONS OR ON THESE PLANS.
THE WORK PERFORMED UNDER THESE SPECIFICATIONS WILL INTERFACE WITH
OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS. IT WILL BE
NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES,
WHERE NECESSARY, WITH OTHER CONTRACTORS AND THEIR SUBCONTRAC'fORS.
PRIOR TO THE PREPARATION OF PLANTING AREAS, THE CONTRACTOR SHALL
ASCERTAIN THE LOCATION OF ALL UTILITIES. DAMAGE CAUSED BY LANDSCAPE
CONTRACTOR TO THESE UTILITIES SHALL BE THE RESPONSIBILITY OF THE
LANDSCAPE CONTRACTOR.
PL~NTING SOIL:
4. PLANTING SOIL: ANY SOIL BROUGHT ON SITE SHALL BE NATURAL, FERTILE,
FRIABLE SOIL AND FREE OF ANY OBJECTIONABLE MATERIAL. SOIL IN WHICH
ltEQUIRED LANDSCAPING IS TO BE INSTALLED SHALL BE GENERALLY
INDIGENOUS TO THE SITE LOCALE AND BE OF A LOAMY SAND OR SANDY LOAM
TEXTURE. SOIL SHALL BE LOOSE, FRIABLE, WELL DRAINED AND FREE OF
CONSTRUCTION MATERIALS, ROCKS, WEEDS, GRASSES, HARDPAN CLAY OR
bTHER DEBRIS. ACIDITY OR ALKALINITY (PH) SHALL BE ADJUSTED WHERE
WARRANTED TO BE COMPATIBLE WITH THE PLANT SPECIES BEING INSTALLED.
SOIL SHALL BE UNIFORMLY AND EVENLY GRADED TO ALLOW }i'OR PROPER
SURFACE DRAINAGE. BACKFILL SOIL MATERIAL SHALL BE THOROUGHLY
WATERED IN AROUND PLANT ROOT BALLS TO PREVENT ANY AIR POCKETS. THIS
SUBSECTION SHALL NOT BE INTERPRETED TO REQUIRE OR TO PRECLUDE THE
IUSE OF AMENDED AND ENRICHED SOIL MIXES. ALL LANDSCAPE AREAS SHALL BE
INSECT TREATED PRIOR TO ANY WORK.
5. APPLY "CHIPCO RONSTAR 'G" WITH A PROPERLY CALIBRATED GRANULAR
APPLICATOR THAT WILL APPLY THE GRANU~ES UNIFORMLY AFI'ER INITIAL
fPLANTINGS HAVE BEEN COMPLETED. APPLY AT A RATE OF 3 POUNDS PER 1000
SQUARE FEET OF PLANTED AREA SPECIFIED. DON NOT APPLY PRl~.EMERGENT
CHEMICAL ON LEAVES.
:(f. !FERTILIZER SHALL BE 16-4-4 QUICK RELEASE, WATER SOLUBLE FERTILIZER AND
. SHALL CONFORM TO THE APPLICABLE STATE OF FLORIDA FERTILIZER LAWS,
'~NT MATERIAL:
i ~LANT MATERIAL: ALL PLANT MATERIAL SHALL BE FLORIDA #1 OR BETTER AS
ESTABLISHED BY GRADES AND STANDARDS FOR NURSERY PLANTS OF THE STATE
OF FLORIDA, DEPARTMENT OF AGRICULTURE. ALL PLANTING BEDS AND WATER
'BASINS FOR TREES SHALL RECEIVE 2" MINIMUM GRADE CYPRESS MULCH. ALL
SODDED AREAS TO BE ARGENTINE BAHIA THICK, WELL ROOTED AND FREE OF
iWEED (ALL AREAS SHALL RECEIVE PLANT MATERIAL OR SOD).
,
8. ~L MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND
,WORKMANLIKE MANNER. THE OWNER OR HIS ARCHITECT RESERVES THE RIGHT
TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH, IN HIS
'OPINION, DO NOT PRESENT AN ORDERLY AND REASQNABLE NEAT OR
iWORKMANLIKE APPEARANCE, PROVIDED SUCH ITEMS CAN BI~ PROPERLY
lNSTALLED IN SUCH ORDERLY WAY BY THE USUAL METHODS OF SUCH WORK.
9. iQUANTITIES FOR LANDSCAPE MATERIALS ARE NOT SHOWN ON MATERIAL
:SCHEDULE. CONTRACTOR SHALL BE RESPONSIBLE FOR NUMBERS AND PLANT
'MASSINGS AS SHOWN ON THE DRAWINGS. ALL TREES, SHRUBS AND GROUND
iCOVERS SHALL BE OF THE SIZES AS CALLED FOR IN THE LANDSCAPE MATERIAL
iSCHEDULE. ANY PLANT MATERIALS AS DETERMINED BY THE ARCHITECT AS NOT
iMEETING THE SIZES AND QUALITY AS CALLED FOR, SHALL BE REMOVED FROM
'THE SITE. CONTRACTOR SHALL SUBMIT SAMPLES AND/OR PHOTOGRAPHS OF
;PLANT MATERIALS FOR APPROVAL BY THE ARCHITECT, NO SUBSTITUTIONS
iSHALL BE MADE WITHOUT WRITl'EN PERMISSION OF THE ARCHITECT. IN THE
EVENT OF THE VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER.
OF PLANTS SHOWN ON THE PLANS, THE PLANS SHALL CONTROL.
IN~PECTION:
. .
lO.INSPECTION: ALL MATERIAL SHALL BE SUBMITTED FOR INSPECTION PRIOR TO
'INSTALLATION, AND AFI'ER INSPECTION BY ARCHITECT AND OWNER. ANY
'MATERIAL FOUND NOT TO MEET THE STATE REQUIREMENTS SHALL BE
REMOVED AND REPLACED WITH THOSE MATERIALS THAT MEET THE
SPECIFICATIONS SET BY TlIESE DOCUMENTS. PLANT MATERIAL WILL BE
INSPECTED AT THE JOB SITE. WHEN INSPECTED WORK DOES NOT COMPLY WITH
THESE' REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED
:MAINTENANCE UNTIL REINSPECTED AND FOUND TO BE ACCEPTABLE. REMOVE
REJECTED PLANTS AND MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS
\AND REPLACE WITH ACCEPTABLE MATERIALS.
$(JBSTITUTION:
...SUBSTlTUTION: SUBSTITUTION OF ANY PLANT MATERIAL SHALL FIRS'r BE
APPROVED BY THE ARCHITECT AS TO TYPE, SIZE, QUANTITY AND UNIT COST. ALL
TREES REQUIRED TO BE PLANTED AS PART OF THIS CONTRACT SHALL BE
PLANTED AS SPECIFIED. ALL TREES ARE TO BE BOUGHT AS SHOWN ON THE
DRAWINGS WITH NO SUBSTITUTIONS.
CLEAN UP:
I
a. CLEAN UP: CLEAN UP SHALL TAKE PLACE CONTINUOUSLY DURING THE COURSE
. OF THE PROJECT, WITH EXCESS DEBRIS REMOVED PROMPTLY FROM THE SITE,
THE CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL
. SURPLUS AND DISCARDED MATERIALS AND RUBBISH FROM HIS CONSTRUCTION.
;:
~ARANTEE:
~.GUARANTEE: ALL PLANTS SHALL BE GUARANTEED FOR A PERIOD OF NINETY (90)
I DAYS FROM DATE OF FINAL INSPECTION OF MATERIALS. AT THE END OF THE
GUARANTEE PERIOD, AN INSPECTION SHALL BE MADE BY THE ARCHITECT AND
,OWNER. ANY MATERIAL DEAD OR UNSATISFACTORY AS DETERMINED BY
I ARCHITECT SHALL BE REPLACED PROMPTLY WITHOUT EXPENSE TO OWNER.
~.ALL TREES 7' OR LARGER SHALL BE STAKED AND GUYED WITH VERTICAL 2" x 2"
I PINE STAKES OR 3" DIAMETER POSTS AS SHOWN IN THE DETAILS. NO DEVIATION
WILL BE PERMITl'ED UNLESS APPROVED IN WRITING BY THE ARCHITECT.
Jl6.ALL PLANT MATERIAL SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY
i WHEN PLANTED AND DURING THE PLANTING TIME PERIOD UP TO FINAL
ACCEPTANCE BY THE OWNER.
MAINTENANCE:
16.MAINTENANCE: UPON FINAL NOTICE OF FINAL INSPECTION ACCEPTANCE, THE
OWNER WILL ASSUME MAINTENANCE, AND THE GUARANTEEIW ARRANTY PERIOD
BEGINS. THE OWNER AND TENANT, IF ANY, SHALL BE JOINTLY AND SEVERALLY
RESPONSIBLE FOR THE CONTINUOUS MAINTENANCE AND PROTECTION OF ALL
REQUIRED LANDSCAPING, WHICH SHALL BE MAIN1'AINED IN A HEALTHY
GROWING CONDITION SO AS TO PRESENT A NEAT AND ORDERLY APPEARANCE
AND SHALL BE KEPT FREE FROM REFUSE AND DEBRIS. TREES PLANTED TO MEET
THE REQUIREMENTS OF THIS SECTION SHALL NOT BE TOPPED OR SEVERELY
PRUNED, BUT SHALL BE ALLOWED TO GROW TO MATURITY.
SOD:
17. GRASS SOD SHALL BE ARGENTINE BAHIA GRASS AND SHALL BE WELL MATTED
WITH GRASS ROOTS. THE SOD SHALL BE TAKEN UP IN RECTANGLES PREFERABLY
12" x 14", SHALL BE A MINIMUM OF 2" IN THICKNESS, AND SHALL BE LIVE, FRESH,
AND UNINJURED AT THE TIME OF PLANTING. IT SHALL BE REASONABLY FREE OF
WEEDS AND OTHER GRASSES AND SHALL HAVE A SOIL MAT OF SUFFICIENT
THICKNESS ADHERING FIRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY
HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST UNTIL IT IS PLANTED.
DUMPING FROM VEHICLES WILL NOT BE PERMITl'ED. DAMAGED SOD WILL BE
REJECTED. REPLANTING SHALL BE DONE WITHIN 48 HOURS AFTER 1'IME OF
HARVESTING OR SOD SHALL BE KEPT DAMP UNTIL PLANTED. '
18. SODDING SCHEDULE: SOD SHALL BE PLACED IN THE FOLLOWING ORDER OF
OPERATIONS:
A, SOFT SPOTS AND INEQUALITIES IN GRADE SHALL BE CORRECTED BEFORE
STARTING SOD WORK,
B. GROUND SHALL BE SUFFICIENTLY MOIST PRIOR TO LAYING OF SOD.
C. LAY SOD WITHOUT VOIDS, THEN TAMP OR ROLL. SOD SHALL BE THOROUGHLY
WATERED. THE SURFACE SHALL BE TRUE TO FINISH GRADE LINES, EVEN, AND
FIRM AT ALL POINTS.
D. PLACE SOD WITH STAGGERED JOINTS, CLOSELY BUTTED, TAMPED OR ROLLED
TO AN EVEN SURFACE TO THE REQUIRED FINISHED GRADE. AVOID
CONTINUOUS SEAM ALONG LINES OF WA:TER FLOW IN SWALES, PLACE SOD IN
ROWS AT RIGHT ANGLES TO THE SLOPE.
E, FERTILIZE.
19. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICT.oR
DISCREPANCY IN PLANS PRIOR TO PERFORMING ANY WORK IN THE AFFECTED
AREA.
EXJSTING CANOPY TREES:
20. ANY EXISTING LARGE CANOPY TREES TO BE SELECTIVELY PRUNED UP TO A
HEIGHT OF 11"-0" ABOVE EXISTING GRADE.
IRRIGATION:
21. IRRIGATION: THE IRRIGATION SYSTEM SHALL COMPLY WITH ALL GOVERNING
NATIONAL, STATE, COUNTY AND THE CITY OF CLEARWATER CODES (pROVIDE 4"
rVC PIPE UNDER PAVEMENT BETWEEN REMOTE ISLANDS AND PLANTERS TO
fACILITATE PROPER LANDSCAPE IRRIGATION AT AREAS IF NONE EXIST). IN
ADDITION, SOD AND IRRIGATE ANY DISTURBED AREA(S). SUFFICIENT IRRIGA1'ION
SHALL BE SUPPLIED TO ALL LANDSCAPE AREAS TO PRESERVE THE REQUIRED
LANDSCAPING IN A HEALTHY CONDITION. IN PARTICULAR, ALL LANDSCAPING
UTILIZED TO FULFILL THE TERMS OF THIS SECTION SHALL HAVE A TAP OR
OTHER SOURCE OR IRRIGATION WATER WITHIN ONE HUNDRED (l00) FEET.
. GENERAL CONTRACTOR SHALL FURNISIIIPROVIDE COMPLETE IRRIGATION
SYSTEM DRAWINGS AND SPECIFICATIONS FOR ALL LANDSCAPING AREAS AS
SHOWN ON THESE LANDSCAPE PLANS IF NO IRRIGATION EXISTS. IRRIGATION'
SUBCONTRACTOR SHALL FURNISH PLANS OF IRRIGATION SYSTEMS TO
ARCHITECT FOR INCLUSION IN AS-BUILT SET OF DRAWINGS. IRRIGATION
SUBCONTRACTOR WILL SUBMIT REQUIRED PLANS TO JURISDICTIONAL
AUTHORITIES FOR APPROVAL WHEN NEEDED AND TO ARCHITECT FOR REVIEW
PRIOR TO INSTALLATION.
CONTRACTOR SHALL PROVIDE ALL IRRIGATION DESIGN, AGENCY APPROVALS,
LABOR AND MATERIALS, EQUIPMENT (INCLUDING AUTOMATED TIMING
DEVICES AND CORRESPONDING ELECTRICAL DEVICES), TESTING, AND
SERVICES TO COMPLETE THE IRRIGATION WORK. CONTRACTOR SHALL
CORRECTLY UPGRADE DEVICES AS REQUIRED IF EXISTING.
22, MINIMUM IRRIGATION PIPING SHALL BE SCHEDULE 40 PVC. IRRIGATION
CONTRACTOR SHALL REFER TO THESE LANDSCAPE DRAWINGS TO FAMILIARIZE
HIMSELF WI'fH LOCATION OF TREES AND TO AVOID PLACEMENT OF PIPING
WHERE TREES ARE TO BE INSTALLED OR WHERE THEY EXIST. CONTRACTOR
~HALL INSTALL PIPING IN A MINIMUM NUMBER AND LENGTH OF TRENCHES,
23.ALL IRRIGATION WORK IS TO BE PERFORMED WITHIN THE PROJECT LIMIT LINES
UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR UNLESS EXISTING SYS'l'EMS
ARE DAMAGED OR DISPLACED BY THE CONTRACTOR OUTSIDE OF THE LIMITS
SHOWN IN THE PERFORMANCE OF THIS WORK.
24. CONNECTION METHODS FOR WIRE, PIPE, VALVES, ANn FITTINGS SHALL BE AS
RECOMMENDED AND/OR SPECIFIED BY THE MANUFACTURER.
25. CONTRACTOR SHALL EXERCISE EXTREME CARE IN HIS EXCAVATION OF
TRENCHES FOR PIPING INSTALLED NEAR EXISTING TREES, UTILITIES, AND ALL
OTHER BUILDING FEATURES ON THE SITE. CONTRACTOR SHALL ROOT PRUNE
EXISTING TREES TO BE PRESERVED PRIOR TO COMMENCING EXCAVATIONS IN
FULL COMPLIANCE WI1'H CITY TREE AND LANDSCAPE CODES. PIPES SHA~...L BE
ROUTED TO MAINTAIN A 10' SEPARATION FROM EXISTING TREES (WHERE
POSSIBLE).
26. tHE CONTRACTOR SHALL ADJUST THE ELEVATION AND LOCATION OF EXISTING
$PRINKLERS AND VALVES (IF ANY), WHERE EXISTING SPRINKLERS AND VALVES,
CALLED FOR TO REMAIN, ARE IMPACTED BY NEW GRADES OR CONSTRUCTION OF
IMPROVEMENTS AS PART OF THIS PROJECT.
27. THE CONTRACTOR SHALL FURNISH AND MAINTAIN SAFETY RAILS AND BARRIERS
AROUND OPEN TRENCHES AND HOLES DURING DAYLIGHT WORKING HOU~S. NO
OPEN TRENCHES OR HOLES ARE PERMITl'ED AFTER DAYLIGHT HOURS,
28. THE CONTRACTOR SHALL SET NEW TIME CLOCKS TO OPERATE AND PROVIDE
(>NE (1) ACRE INCH OF WATER PER WATER TO WATER LAWN AND SHRUB AREAS
FOR A THIRTY DAY PERIOD (OR AS ALLOWED BY CURRENT WATERING
RESTRICTIONS ENFORCED BY S.W.F.W.M.D. OR THE CITY) OR AS DIRECTED BY'l'Hg
ARCHITECT. SET TIME CLOCKS TO OPERATE AT PROPER TIMES IN COMPLIANCE
1\rITH CURRENT GOVERNMENTAL WATERING RESTRICTIONS, n~ ANY,
29'E. HE CONTRACTOR SHALL THROTTLE AND ADJUST SPRAY DISTANCES TO
INIMIZE SPRAY ONTO BUILDINGS, PUBLIC ACCESS, SIDEWALKS, ABUTl'ING
ROPERTIES AND ADJACENT PAVEMENTS. SET AND ADJUST WATER DISTANCES
AND ARCS OF SPRINKLERS LOCATED NEAR ROADWAY PAVEMENTS SO AS TO
ELIMINATE WATER FROM ROADWAY PAVEMENTS AND TO MAINTAIN TRAFFIC
AND PEDESTRIAN SAFETY. ALL SPRINKLERS SHALL BE LOCATED A MINIMUM OF
3' FROM CURBS, WALKS OR WALLS (WHERE POSSIBLE).
4" DIA, MIN. X 0'-0"
P.T. WOOD P05T 12.0.
5 T A TIONED (3 PER TREE)
lG" MIN,
#12 GAUGE D0U6LE 5TRAND +
TWISTED WIRE (3 PER TREE)
PLANT HOLE WI VERTICAL SIDES
CONTAINER T~e PLANTING, DeTAIL.
N,TS,
EXISTING GRADE
WOOD BLOCKING BAND TO TRUNK
8UDS Of ALL PALMS SHALL BE
PROTtCTED BY TYING ALL euDS
AND SPLINTING WITH 2" X 2" ,
PRESSURE TREATED PINE BOARDS
Of SUIT ABILE STRENGTH
~" 12" WIDE EARTH SAUCER
PLANT HOLES W/
VERTICAL SIDES
CLEAN fiLL SOIL
COMP ACTED TO
PREVENT SETTLEMENT
PAL.M FL.ANTING DEtAIL.
N:r.S.
1/2" DIA. RUBBER HOSE
PLANT HOLES W/
VERTICAL:SIDES
2" CONTINUOUS LAYER Of MULCH
3" SLIGHT EARTH SAUCER,
CONTINUOUS
1/4" DIA, HOLE. THROUGH
WOOD POST TYPICAL
G 1/2" LONG X 1/4" GALV.
STL. TURNBUCKLE 3 EA. TREE
#12 GAUGE DOUBLE STRAND
+ TWISTED WIRE (3 PER TREE)
2"-3" MULCH LAYER
.
Co
#12 GA. WIRE DOUBLE STRAND
TWISTED fROM GALV, TURNBUCKLE
+ EXTENDED TO 1/2" DIA. RUBBER
HOSE AT TREE CROTCH < 3 PER TREE)
2" - 3" LAYER Of MULCH
REMOVE TOP 1/3 LAYER
Of BURLAP fROM PLANT
BALL ON W.B. ... B, TREES
o
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FORMED BALL OF
CONT AINER SHRUB
PLANTING SOIL MIXTURE
~RUe PLANTINGDET AIL.
"".;7S.
fiNISH GRADE
HUNTER GEARED
ROT ARY HEAD
,3/4" STREET ELLS
SCH. 40
3/4" FLEXIBLE
POL YPIPE
10" IN LENGTH
PVC LATERAL LINE
SCH. 40
3/4" STREET ELL
SCH. 40
PVC TEE
SCH. 40
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2." X 4" X le" P.T. 5. YELLOW PINE
STAKE DEADMAN AS SHOWN - 24"
BELOW fiNISH GRADE ( 3 PER TREE)
UNDISTURBED EARTH
MUL.TI-TRUNK T~E PLANTING DETAIL
N.T's ,
RAIN51RD NOZZLE
RAINBIRD PA-:8S SHRUB.
ADAPTER
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#5 REBAR <3' MIN.)
SECURED TO RISER WI
12 GA. COPP'ER WIRE
fiNISH GRADE
RAIN5IRD 1800 VC
<VA'NDAl fDROOf CAP)
RAIN51RD 1804 POP-UP
3/4" &eN. 40 NIPPLE
3/4" STREET ELL
SCH. 40
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FINISH IGRADE
PVC LATERAL LINE
FOF-UF ~T Afiity ~EAD DETAIL
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0
w I-
J
0 (f) <(
0:: <( 0
(L W -
'-' Ct:
- 0
Z (f) 0 -.J
0 ~ <( LL
-l I- 0
-
:::> Ct: -
<( Ct:
CD W
W ~ 0 I-
-
0 ::J <(
l.L W Ct: ~
l.L > 0 Ct:
0 <(
3: W ~ w
w I- 0 --.J
Z (f) to U
Date: 7/07/03
Scale: AS NOTED
Drawn: RWH
Jab:
Sheet: LS-1.1