FLS00-11-72
FLS 00-11-72
MORGAN TAYLOR
OFFICE P ARK
401 YELVINGTON
AVENUE
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CLEARWATER
LONG RANGE PlANNING
DEVELOPMENT REvIEW
HOUSING DMSION
NEIGHBORHOOD SERVICES
PIANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUIWING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
Mr. Kenneth H. Roush, P.E.
Northside Engineering, Inc.
304 South Belcher Road
Clearwater, FL 33765 J: II I:
RE: Development Order regarding case FLS ~1 Yelvington Avenue
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Dear Mr. Roush:
On November 6, 2000, the Development Review Committee (DRC) reviewed your application
for Flexible Standard development to reduce the required number of parking spaces from 87
spaces to 56 spaces for a proposed 18,089 square foot, two-story office building and an existing
5,479 square foot, one-story office building (totaling 23,568 square feet). The DRC unanimously
recommended approval of the application with the condition that a final landscape plan showing
all plant material meeting the minimum size requirements of Code be submitted prior to the
issuance of any permits. I concur with the findings of the Development Review Committee and,
through this letter, approve your application for Flexible Standard development with the above
condition.
Pursuant to Section 4-303, an application for a building permit shall be made within one year of
Flexible Development approval (December 28, 2001). All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
not change with successive owners.
Please be aware that the issuance of this Development Order does not relieve you of the necessity
to obtain any building permits or pay any impact fees that may be required. In order to facilitate
the issuance of any permit or license affected by this approval, please bring a copy of this letter
with you when applying for any permits or licenses that require this prior development approval.
If you have any questions, please do not hesitate to call Mark Pany, Planner at 562-4558.
Sincerely yours,
~~~
Ralph E. Stone
Planning Director
S :\Planning Department\C D B\Standard Flex\Innactive or Finished Cases\Y elvington 401 - Morgan Taylor Office _
Approved\Yelvington 401 DEVELOPMENT ORDER. doc
BRIAN J, AUNGST, MAYOR-COMMISSIONER
J.B. JOHNSON, VICE MAYOR-COMMISSIONER
ED HART, COMMISSIONER
*
BOB ClARK, COM~IISSIONER
ED HOOPER, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATIVE ACTION EMPLOYER"
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LEGAL DESCRIPTION
The North 356.00 feet of Lot 2, A REPLA T FOR THE PURPOSE OF
CHANGING SIZE OF LOTS OF LAKEWOOD, according to the plat thereof
as recorded in Plat Book 20, Page 21, of the Public Records of
Pinellas County, Florida.
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERlY ,APPEARS TO LIE IN FLOOD ZONE
X ACCORDING TO FLOOD INSURANCE RATE MAP, COMMUNllY-PANEL
NUMBER 125096 0016 D. MAP REVISED AUGUST 19, 1991.
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SECTION 14 , TOWNSHIP 29 S, RANGE 15 E
CITY OF CLEARW A TER
PINEL LAS COUNTY, FLOF:IIDA
LEGEND
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ELEVATION .X
EXIST. CONTOUR ,..""....,10 ,"..,,,
NEW ELEVATION + 10.00
NEW CONTOUR -----10----
EXIST. STORM SEWER -----........-----
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NEW UNDERDRAIN 1.......................1
EXIST. SAN. SEWER ....1......'....'_1_'......'_'.-
NEW SAN. SEWER .1_1_1_1_1_1_1.
EXIST. WATER SERVICE -....................
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TREES TO REMAIN ~10' OAK
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BACKFLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
NES Comm.: 0029
,I Drawn By: N.W.M. I
i I Checked By: K.H.R. I
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SITE DATA
SITE PL N APPROVED
CASE # -l S cJ()-W7?_
CASe TYPE r-t e.y SJ;;r
DRe DATE II' G.~v -
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EXISTING
PROPOSED
REQUIRED
ZONING: OFFICE OFFICE OFFICE
"._.._~_._.._._.-..~--,--_._---._,-_.,-,---~._..-.,~._._--'.._"~....,._.._,,- ",",'-'-.'.."-". .,..-..--..-..--...----..--..--.... ....-,----...-.-..-.--..,-.--..-.,--.,.....,..-., _..__.__._...-....~--_.._..._-.__._._...__..~-,.._..._.-
LAND USE: RESIDENTIAL/OFFICE GENERAL RESIDENTIAL/OFFICE GENERAL RESIDENTIAL/OFFICE GENERAL
..~ ~~~~=.=~_=~==~'___~:~___ =.'.__~~:~~~:CH~~:= ~ O~~_~SC~~~-~=-~~]-==:OO~_~
99.372 S.f'. 99,372 S.F. 40,000 S.f'. MIN.
LOT AREA: 2.28 ACRES 2.28 ACRES 0.92 ACRES
,-,--~-_._._,_._--_...._-_._'.......---------_.~...._-_._...~.....,_. ----.._..........._,.__..._-----_._...,-~... .-,--...-......,--------. -......----""..-..-.....-.- ---'"--"'..._--_.,---- -~._---,,_.~.._-
BUILDING COVERAGE: 10.974 S.f'. 15,189 S.F.. 5.495 S.F.
(S.F. &: " or GROSS SITE) 11.3% 15.3% 5.5% -__ ___
....--,~~--..._~""-~...._......-..------~,.~-.--...--~--,.,~~---...~-~-.--.~.----~.... ....-.~;--~~"~--"'<,-<.~'" ----....-..<-.......,.--,~,~-.~.---~-,_._..............."".........-"'_-.-.-'<-...~...-...-,._,~.... ~." ~.<.~,-..~_..--....'..._....--...-....-, ~"~.~.___,,....,__,..._,..."'__.._, ..._....._.~__...,..........._<o........~_.."~,,,_,_.,.~.. ~..........__....~....,_...~..................
GROSS fLOOR AREA (S.f.): 29.063 S.F. 5.495 S.F.
r.A.R.: 10.974 S.F. 0.29 .06 0.50 MAX.
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SETBACKS: I-~~.~~.~--.,.--.-'--.... ........,....-....... .... '... ._.~..._,.-'--,..._......_......~~,..,~_...._..~_.........~..,.,... ......--;;--..... "_.._..~~~.;. -..."..,. .-_..._..";~:-....,._...-_... ..__..'r.~.~_.;;..~...~..._
~___..__,,_,_._..~~..._......._,.."~,___ i.--...._..,~-__..~...~,~_,,_____'h._ .,_......__.,,_,.._,'_.. _"____,_~.,, '..~,,__,~_..,..___. ^',,_______,,__
I REAR: N/ A N/ A N/ A 20' 20'
..,~....,,'~.'_'"__......,.J...-._ ,._._,_'...._~'""'_,_,~"..... "J.:_.""...,__.,~._.,.,__~"...~.......~,_,...-.."""'_.._._.~".,_......._.~'.~'.,- ~._~'.... ....--,...... _ ......._'...-..~,.._.~........--....v~._..'_.._".~.~".,_."...-~~.-_____.."__'~"'~"",~.._"..."""",.,,,....-,,,,.~.. ,.,--'...~~...'..._____...._"",.~'"___"............"'> "~_..,,..._.....,..........-....-.,,_"'. ,,-,__~,_'_" '.' Y""',",~~A""_''''''''''''''''--'_''''_''''''_ """, ..,....,.,..'^''''."''-.,~._,>_'''...........'''....._'''--=..~
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INDEX OF SHEETS
~~a~ ~D~DlL $DLr[g [Q)b\ Lr b\
~i1D~ ({;D\WOlL $OLr~ $~~~nlFn~& LrO@lNl~
~~a~ [Q)~[MJ@!LOLrO@!M ~OLrrg ~!Lb\OO
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HEIGHT:
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30' MAX.
PAVED VEHICULAR USE AREA:
(V.U.A.)
26,523 S.f. 31.408 S.r. ---
<.w._.............~...""....._."'........._.'.._:,...........,~...____,."""....._.....,--"'..,,"""""'."',.........i.........,'......._...""',... ,............,"'................'i____"".....,"'.....__,_.~'..,""____.,_........,.....,................ .~..'_~." "....,..~._"...,_"""_'..,""'.......-.......,___,......'"'~...,....__ -.,""',"'.....<....,-~..."...,\I....".,.."'"".......,i_'"
39.750 S.F. 55.775 S.F.
0.40 0.56 0.75 MAX.
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IMPERVIOUS SURFACE RATIO:
(I.S.R.)
,............-_-----,----_.__.......,.............~,,_._-....--._,,----_._-_..._....~,~--."'."......-.-.......... ----............._'.~,.~-......_-~.__.._----........~---~,-----,-----...."',-.~ ._--....,---,"'.....__.""...._---_."'~...-...-__......_'..._..............._,- ~""._.",..-,-............._----,-_......_~......_,...._---_.......-....._-,-_..~~
OPEN SPACE: 48.075 S.F. 43,597 S.F.
(S.F_ &: " Of GROSS SITE) 48.3% 43.9% 25% MIN.
..--,-----....-..----.......'..'--."'.-.....-----....-,~_..........~-........~~--...-,,----- ,,-"".- ,~.,...._.....~ ...........~..~,'-...... ~........--"'-'_..-....,'_....--._-<. -..----,"".....,-......-....--,........~- ._....._<u.. ..."".........._.........--~_".._,~.~....~_._.._""""',.......""'--_..._.._.._"" .'_,~_ __................__....__L--........~___,-............................_'~......<.l_.....___h.-."'_"'''_....__".
PARKING LOT INTERIOR LANDSCAPING: 5.178 S.F. 4.779 S.F.
(S.F. &: " Of V.U.A.) 20% 15.2% 10% MIN.
.....<-.-...-----.----.-...-....-. ~.._.-._-~.-.-.-<.---._-._~~_._. -..-.~._.---r--.---.--... --------.~
*REOUIRED PARKING SPACES MAY BE REDUCED BY UP TO 25% TO PRESERVE TREES LOCATED ON THE PARCEL PER
SECTION 3-1404E.
(1) MEASURED AT TOP OF PARAPET WALL Of NEW OffiCE BLDG.
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THIS DRAWING IS AN INSTRUt.lENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF THE
ENGINEER. AND SHALL NOT BE REPRODUCED. PUBUSHED OR USED IN ANY WAY WITHOUT
THE ~ THE ENGlNEER. lQCOFI'R<HT "" NOT "'IUSHED
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GENERAL NOTES AND SPECIFICATIONS
1, ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM
TO THE CllY OF CLEARWATER AND SWFWMD STANDARDS, SPECIFICATIONS,
LAND DEVELOPMENT, ZONING AND/OR RELA.TED ORDINANCES.
2 ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC
VERTICAL DATUM, 1929.
3, THE CONTRACTOR SHALL NOTIPr' ALL UTILITY COMPANIES AT LEAST
48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR
SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS
AND A MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION.
4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE
AND WEARING SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES
ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF
THE PLAN. ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE
APPROVED BY THE ENGINEER BEFORE INSTALLATION.
5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER
MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS-
PORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE
DURING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL
NOTES FOR ADDITIONAL INFORMATION.
6. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE
CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE-
MENTS FOR MITERED END SECTIONS ARE TO END OF PIPE.
7, EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE
NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED.
8 PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT TYPE S-3
COMPACTED TO MIN. 95% THEORETICAL MAX. DENSITY, ON 6" L1MEROCK BASE
LBR 100 AND COMPACTED TO 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE LBR
40 AND COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180.
9. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT TYPE S-l COMPACTED TO
MIN. 95% THEORETICAL MAX. DENSITY ON 8" L1MEROCK BASE LBR 100 AND
COMPACTED TO 98% OF MAXIMUM DENSITY, ON 12" SUB-BASE STABILIZED
TO 40 LBR AND COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180.
10 CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
11. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS
OTHERWISE NOTED.
12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION
TO THEIR ORIGINAL OR BETTER CONDITION.
13. CONTRACTOR SHALL VERIPr' THE LOCATION AND ELEVATION OF ALL
UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUC-
TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER
OF ANY DISCREPANCIES FOUND.
14. NEW WATER MAINS 4" AND LA.RGER SHALL BE PVC AND CONFORM TO
AWWA C-900 STANDARDS, UNLESS OTHERWISE NOTED. NEW WATER MAINS
SMALLER THAN 4" DIAMETER SHALL MEET THE REQUIREMENTS OF
ASTM 02241 AND D1784, UNLESS OTHERWISE NOTED. ALL GATE
VALVES TO BE RESILIENT SEAT. ALL WATER SYSTEM MODIFICATIONS
AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH i THE CITY OF
CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS.
15. REINFORCED CONCRETE PIPE IN THE PROPERTY SHALL CONFORM
TO THE REQUIREMENTS OF ASTM C-76, CLASS III, WALL "B"
UNLESS OTHERWISE NOTED.
16. ADJUSTMENTS OF EXISTING INLETS. JUNCTION BOXES, MANHOLE TOPS,
WATER VALVES. WATER METERS, ETC., SHALL BE INCLUDED IN THE
CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE
OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED.
1 7, ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER,
OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN
THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN
ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION
125-8.3, LATEST EDITION.
18. UNLESS NOTED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL
CONSIST OF POL '(VINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM
D-3034 AND D-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL
BE BELL AND SPIGOT AS PER ASTM D-3212, USING FACTORY INSTALLED
FLEXIBLE ELA.SOMETRIC SEALS AS PER ASTM F-477.
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL
SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH
CURRENT STANDARDS OF THE CITY OF CLEARWATER AND PINELLAS
COUNTY PUBLIC HEALTH UNIT. CONTRACTOR SHALL NOTIFY THE
CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT
AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST
48 HOURS IN ADVANCE OF PERFORMING TESTS.
20 THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY,
SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS AND INVERTS.
LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY SEWER
AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES
OF THE CERTIFIED RECORD SURVEY TO THE ENGINEER.
THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION THAT REQUIRE CERTIFICATION.
21, IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH
COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSITY, L1MEROCK
BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION.
22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL
CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM
AND THEN STRIPPING THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE.
23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED
NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM,
SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 95% OF MODIFIED
PROCTOR, MAXIMUM DRY DENSITY (ASTM D-1557).
24, ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING
AND FERTILIZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR
MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL
MOWING.
25. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF
FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION
SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART p, INCLUDING
ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT
SECURllY (DLES).
EROSION AND SILTATION ICONTI
2. PROTECTION OF EXISTING STORM SEWER SYSTEMS:
DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE
VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT
TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH
SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE
ENGINEER BEFORE I NSTALLA.TION.
3. SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO
PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION
AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION
AREAS BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN
ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED
OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE
END OF THE WARRANlY PERIOD.
25. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPE(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900.
27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE
UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE
UNDERGROUND INFRASTRUCTU RES i.e. SANITARY SEWER, STORM SEWER,
WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). THE
PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS
OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR.
ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND
LOCAL CODES, ORDINANCES AND REQUIREMENTS.
28. ALL SITE/CIVIL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE
MANNER TO COMPLETE SATISFACTION OF THE ENGINEER
IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES.
29. DEVIATIONS FROM THESE PLAINS AND SPECIFICATIONS WITHOUT CONSENT OF
THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE.
DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER
BEFORE INSTALLA.TION.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND
CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN
THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES,
ETC., INCLUDING RETENTION AREAS SHALL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL
MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY
ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE
STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES
MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT.
IN NO CASE SHALL AN UNSTABILlZED STOCKPILE REMAIN AFTER
TEN (10) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES
SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY
AFTER EACH HAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED
AS REQUIRED.
30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID
BY THE CONTRACTOR.
31. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE
SUBMITTAL(S) AND PERMITTING.
CONSTRUCTION IN R.O.W. NOTES
1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH
AASHTO T-99 (100%)
2. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX 700.
3. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE
STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE.
LANDSCAPE ReQUIREMENTS
NDSCAPE NOTES
3.
1. R LMWSCAPE MATERIAL SHALL BE FLORIDA GRADE # 1
01\ BETTER, SELECTED FROM CITY or- CLEARWATER APPROV
SP~ iES LIST.
4. ALL PROPOSED WORK SHALL COMPLY WITH CITY OF CLEARWATER
DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY
REQUIREMENTS.
2. 4"
5. 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 ROADWAY AND TRAFFIC DESIGN STANDARDS
LA.TEST EDITION.
A "MAINTENANCE OF TRAFFIC PLA.N" SHALL BE SUBMITTED TO
AND APPROVED BY CllY OF CLEARWATER TRAFFIC ENGINEERING PRIOR
TO THE COMMENCEMENT OF CONSTRUCTION WHENEVER ONE OR
MORE OF THE FOLLOWING CONDITIONS ARE MET:
4.
A
A. STREET IS CLOSED TO THRU TRAFFIC FOR PERIODS
EXCEEDING 15 MINUTES.
B. ONE PHYSICAL ~NE SUPPORTS TWO-WAY TRAFFIC
MOVEMENT.
C. TRAFFIC lANE(S) NORMALLY DESIGNED TO HANDLE
MOVEMENT IN ONE DIRECTION ARE BEING
RECHANNELLED TO ACCOMMODATE AN OPPOSING
MOVEMENT.
6. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER
REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT
ALL TIMES. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE
REMOVED TO THE NEAREST EXPANSION JOINT.
7. PLACE EXPANSION JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS.
8. SAW-CUT EXISTING EDGE OF PAVEMENT PRIOR TO REMOVAL OF CURB.
9. DISTURBED AREA WITHIN THE RIGHT -OF -WAY SHALL BE COMPACTED
TO 100% OF MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS
AND SODDED.
5.
6.
ARE PROPOSED
FFER, THE BUFFER MUST
7.
8. IRP!GATION SYSTEMS SHALl UTILIZE LOW OLUME DESIGN SUCH
AS LOW Hi'AJECTORY HE! S OR SOAKER OSES TO PROVIDE
DIRECT APPLICATION AW LOW EVAPORATIOi AND MUST HAVE A
RAIN SENSOR DEVICE ( SWITCH WHICH WI!.:' OVERRIDE THE
IRRIGATION CYCLE OF HE SPRINKLER S'(STn WHEN ADEQUATE
RA.INFALL 11AS occur ED. WATER SUPPLY SHA BE PiPED TO
EACH INDIVIDUAL PI NTER iSLAND. AND IN NO " SE, SHALL
ANY PLANTED VEGr ATION AREA BE MORE THAN , ' FROM A
WATER SUPPLY' H SE BIBB.* SHALLOW WELLS, OP~J SURFACE
WATER BODIES, R RECLAIMED WATER SHALL BE U:.o 0 (UNLESS
U~~AVAII.ABLE) A SOURCE OF IRRIGATION WATER.
'" ANY AND,' L USE OF HOSE BIBBS IN ASSOCIATION \ TH
NON-POTA8 WATER SUPPLIES SHALL BE IN FULL COM lANCE
WITH SBCC STN~DARD PLUMBING CODE, CHAPTER VI CRIl, IA
REFERENC COLOR CODING OF ABOVE GRADE RISEf~ PIPINc
AND LAP. L/TAGGING OF OUTLETS AS NON-POTABLE WATER
9. TREES LANTED UNDER OVERHEAD OBSTRUCTIONS (i.e. POWER
LINE::: MUST BE CHOSEN FROM A SPECIES ON THE CITY OF
CLEI WATER APPROVED SPECIES LlST THAT IS COIAPATIBLE WITH
THF SPATIi\L/HEIGHT RESTRICTION.
10. F OTECTiVE BARRIERS SHALL BE PLACED AROUND ALL PROTECTED H" S
RIOR TO CONSTRUCTION ACTIVITIES AND SHALL REMAIN IN PL.ACE OUr: G
CONSTRUCTION. THEY SHALL BE NO LESS THAN REQUiREMENTS STATE[j IN
SECTION 3-1205E OF THE CLEARWATER COMMUNITY DEVELOPMENT CODE.
SURFACE WATER SYSTEM REQUIREMENTS
DRAINAGE NOTES
1. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CON-
STRUCTION, WITH ALL STORM WATER DIRECTED TO THEM. AFTER
COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM
THE BOTTOM OF THE RETENTION BASINS, AND FINE GRADE THE FINAL
TWO (2) INCHES AND SOD, CONTRACTOR TO MAINTAIN THE SIDE
SLOPE REQUIRED AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR
AN INSPECTION PRIOR TO SODDING.
2. THE RETENTION AREAS SHALL BE CONSTRUCTED EARLY IN THE
CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTllY
IN PARTS OFF SITE.
TREE PROTECTION AND PRESERV A liON
3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON-
SIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER
FACILITIES. ACTIONS INClUDED SHALL BE REGULAR MOWING OF THE
BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE-
MOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PERCOLA.TION
OF THE STORM WATER.
NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIPLlNE
OF PINE TREES AND 2/3 THE CANOPY DRIPLlNE OF HARDWOOD
TREES TO BE SAVED.
EROSION AND SILT A liON CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS,
PERIMETER BERMS, FillER FENCES, BERMS, SEDIMENT BARRIERS,
VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP
SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO
ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST
BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE
BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN
THE LA.ND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY
OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER
DISTURBANCE OF THE SITE BEGINS.
2.
.3
4.
5,
6,
ALS SUPPliED SHALL BE EQUAL TO fHOSE MAN\JF/\CTURED 8
OR APPROVED EOUAL
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY
(ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE
PROJECT AREA INCILUDING BUILDING(S) AND SITE IMMEDIATELY UPON
OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN
CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED,
RUSTING, CHIPPED, SPLINTERED, OF A TEXTURE NOT MATCHING ITS
SURROUNDING, WITIH NEW APPEARING FINISHES, AND OPERATING AS
ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN
THAT CONDITION AT THE CONCLUSION OF THE PROJECT.
THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING
INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT
THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF
WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS
AND SPECIFICATIONS OR NOT) UNLESS A PARTICULA.R AREA HAS BEEN
DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN
DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE
EXISTING BUILDING(S), UTILITIES AND SITE THROUGHOUT THE PROJECT
TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED
AND THAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF
THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE
THE DAMAGE AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER
AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA,
WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE
PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER
AND HIS AGENTS ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION,
COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY
RESPONSIBLE WHEIN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION
OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
SANITARY SEWER
NATURAL AND LP GAS LINES
REC~IMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURllY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULA.TION
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING SYSTEMS
IT WILL BE THE CONTRACTOR'S RESPONSIBllIlY TO DETERMINE THE
SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL
HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY THE
ENGINEER AND OWNER BEFORE BEGINNING THE WORK. THE
CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS,
ANY AND ALL DAMAGED UNDERGROUND SERviCES AS LISTED ABOVE
AT NO ADDITIONAL COST TO THE OWNER.
THE CONTRACTOR SHALL WORK AT THE CONVENIENCE OF THE SCHOOL
SO AS NOT TO DISRUPT CLA.SSES AND INCONVENIENCE STAFF. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE WORK PROCEDURES
THAT ARE NOISY, CREATE ODORIFEROUS FUMES, OR PRODUCE A
CONDITION THAT WILL BE DISRUPTIVE AT A TIME WHEN CLASSES ARE
NOT IN SESSION AND STAFF ARE NOT OCCUPYING THE BUILDING(S).
THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SCHOOL SCHEDULE
OF DAILY CLA.SSES, BREAKS BETWEEN SESSIONS AND HOLIDAYS, AND
USE THAT AS A GUIDELINE FOR PLA.NNING DISRUPTIVE WORK
PROCEDURES.
NOTES TO THE CONTRACTOR
1. NEW WATER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE
TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL
JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. SAMP-
LING OF NEW WATER MAINS SHALL CONfORM WITH COUNTY PUBLIC
HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE
ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM
BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS
BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH l,JNIT
HAS BEEN ISSUED.
2. IRRIGATION NOTE:
IRRIGATION SYSTEMS SHALL UTILIZE LOW VOLUME DESIGN SUCH AS LOW
TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT APPLICATION
AND LOW EVAPORATION AND MUST HAVE A RAIN SENSOR DEVICE OR
SWITCH WHICH WIILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER
SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL
BE PIPE TO EACHI INDIVIDUAL PLANTER ISLAND.
SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER
SHALL BE USED (UNLESS UNAVAILABLE) AS A SOURCE OF IRRIGATION
WATER. 100 % COVERAGE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL
BE SUBMITTED IN ORDER TO AVOID DELAYS AT THE TIME OF THE CER-
TIFICATE OF OCCU PANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM
BE INSTALLED.
3. TREE BARRIICADES
REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES
MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT
INTO OR FAILURE TO MAINTAIN THESE BARRICADES WILL RESULT
IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR
PERMIT REVOCATIONS. AS PROVIDED BY THE CITY OF CLEARWATER
COMMUNITY DEVELOPMENT CODE.
4. TRENCH EX CAVA TION
- INCLUDE OSHlA STANDARD 29 CFR, SECTION 1926.650 SUBPART P,
WHICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF
COMPLIANCE WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAfElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR.
AND APPROVED BY THE ENGINEER.
5. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER
STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE FIRST
PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE
POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING
OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR
DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR TO REPAIR.
6. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION.
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I Checked By: K.H.R. I
Issue Date: 09/25/00
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LEGEND
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILllY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND is
NOT LIMITED TO WHAT'S SHOWN.
REMOVE:
1
CONCRETE
ASPH. &: BASE
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REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
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NES Comm.: 0029
I Drawn By: H.W.M. I
Checked By: K.H.R.
RIEMOVE/RELOCATE TREE.
REMOVE CURBING TO THE NEAREST EXPANSION JOINT.
REMOVE FENCE, GATE AND ASSOCIATED POSTS FOR REUSE.
REMOVE EXISTING STORM PIPING.
REMOVE GRASS. STOCKPILE TOPSOIL FOR REUSE.
Issue Date:
Revisions:
No. Date
REMOVE ASPHALT TO WASTE. EX. AGGREGATE BASE TO REMAIN.
9 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INi..ETS, GREASE TRAPS. SIGNS,
AND POLE BASES SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO MIN.
95% OF MAX DENSITY PER ASTM D-1557.
1 0 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DIISPOSAL FACILITiES APPROVED BY F.D.E.P. AND
ClllY OF CLEARWATER.
09/25/00
Descri tion
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',~~lIT.~RY Mt\NHULE'../ \ ( <;J' , ~ 8" li (: ., i 8)0 ~ '-')'? ~ ' 'ot;,. ~RANSITION ...J I \"SANITARY MANHOLE
:-~~ ~LtE\0 :~~7~~ '\ .-.i'.-.---..--.____ 0 {> 1 ~lN~.~lR L-,,'~ ______~ ~ ~" _- _____==_~__ lURB-\ ':'''" 0 NRIMINE~EVEL' EV 72,t~ 95
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H.C. RAMP PER-", ~ ,>" S 88 31 25__~~.~ '/.' I 264.63 eM_ ,>'> _ 1':_J~ ............. ..._
F.D.O.T. INDEX # 304 ~'\ 'S7 tr--:. -1 ____ -. _ '\'? 5J~?~.C. SICEWAL;... ;~..,. ,~. _ _lJ._.. ,/ "._ LJ rSL~f?F~NC:_._._______)._~~~._____._,_. --,'~c1' ..,\ ~~ In,?"0
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,\' '~/ i( +, . ':-(i.r....::}'"..." ~ 3!:4"DOMESll~, ~ E'Il?~ ',9r, C.O INV, E\.€!l,08. . l.Or/ ...,":;-,. 7~ ""''", ..>
I .:$ T.>,;: 10'0;0. NEWJ!ETENTION BASIN '~/~.6 J;i- ANO' R~BPO PEf ,. i NEWvRETENTION BASI~ :: . 73.0 73.51').)'"'""1: "if7 H.C. RA~ P PER
\ : ,)">15' ~ TOp/J:'L 735 '.. .erN STANDARQS ('\ ~. 720 ' F.D.O.T. NDEX # 304
· ") <7 71.u. .~.. lAIC PAD~~.) .~. '; 8l L..F. . \,V- TOP EL. 73.5 /....J.i.n . x "
,I) BOT. El.. 69.5 7 " 12" PVO,'1,' . '0'('.1 71.O'v0 ~ .
Cf · I,) '0';< ~~'2 x I C900,@ O.O~. .-BOT. EL. 69.5 >< 4....... (.
L. · ..> 38 x., /,..) ">,.{) 10.0 '\ (
I
I'\'>~' . ~'\.r ~:~ ....l.l:.\u~+~ :.-- t.. IlN~ t~tE~l{~~ sJC~16N-l-3: l~' L t i.:I. p"g:deQ.$_~Q g~~1[Qi3y.:~' ~~.
'~I _ ~\~.: u ">1.1 ;x'..>, x '[1.-! 1:.,_.. i.A ~. :,',-"- Lr"----I I f.Q.g:.TL_~~Q~~ Cr~,;'?HI~"'-~ f,_~'_ ~~?_.t. L_._ l53l,.,x t~~OFEICE.B.UILDINGf._ L 2~~:;;~;~'
,\'v' . L[) Ie . ~i' "0>& "~8 ,ft. '. 'f! i! I .'.,.., i:x I:-:.:c:/
~ :" ,~ ~~-- i C i~ : - -': i ._ if- " ~;~I'llJ2V' 74:5' 1 .. ,.- ~-- ;1 y
SILT FENCE ~ ~ ~ ~*-~1~~~~2:--' .... IAJ- t~- ,L_:: ,'tq__t :--. !L_ ,:: 1 . t: ~ ,
'6'~, I, ~y .~ - ~ / ;~~Et~;.~t~2t~: .... _ f~JJ:E o~ ~~=,~' i , I 'I I. ,I '. ~?:
~j ~~l ~:t^' ,~ ~ iTio & sp,~i-.. L.. 8 PROP. 4' CONC. SIOEWALK ....~ .. '"'''' ]3..rlJ
_,.'.J~iT f,Ri fy~':}~r:':)LE -/// !r. ,.}, . tv) I~ 'I' ~) I') / V~l;lptc- L;-': -- ~ ~
Ri~,1 [LEI.; - 7J.21 ~' . '" ^') ~ " C900 L_.t<~.. L . . :
EX i~N ELE',i .. 70 b6 \ \ I >' 73-9 \ /1"1 / I ~ '\ I ) ~~.t
- - qj' · 'i' )-)~& f 6'" X i~ T~~.6 I ,-- - ~'- >' '~: I L
~~~~ :~ ~~.~ SIG~~TRL\N~~ ~~J 6~ / f1C~~ttNE INJt~IIV: :: ..:; F~H CONC. 74.0
6 PVC FIRE __ x ~ .(~ 1$. I "'" fl. ~U~ . '"." r'<'},i ,
36" ~'N. COVER - I.4J. _ . "'). - ~ ~, ,oj'.., ,
DRANT I , ~\ : ') ~";;. 6" GV 11f~~ ~&r ~m }< I PROP. 5' WIDE X ," THICK
FLUSH TH :~g~ Sl~:~f& XA~~ ;(t2~N:t>. W. . Y'''' o.~l fj' ')l;\ii\!71t .'i ~ "".. 73.76 73.1\/ ~ ~ ~~~CX SJ~W2ABK x^ ~~~P~~
WI 6 X 6-W2.0 X W2,0 WNF, ' '. ' 0,5'; 4'" ." I\, M -~.. 61' I __./ .' <. '>2,;h r "~r-
~ ~.~ -" .1""~' 18" 06 + ~I- RELOCAT.ED. ~ 73~"'<' x ',' ~EX. POWER POLE
ADD HC RAMP IF. I,,' f'i ~.~ .I 00'8" 17'" I 73.6 EXIST. n!EEl2" ~ ',(' TO REMAIN
SIDEWALK SLOPE -I' .~,..,')10..' t ,;e NEW rm 0 \"'':; , t "\ ,:)......w
EXCEEDS 1: 20 . CURB U=J ~ ~ ,\'1/ 0 - UMPSTER ENCLOSUR r ~) ,,( ...... ') II! --...
7' ! · "'-...73:1tf 12' X 10' DEEP X 6" '\ \ ,\V --.-J
~">; '\'lC,' ~:. fll ~ ~I ('T' lW".t~y8" ~5"'W'R"""~'Bi;'" ~,i -t) PROPOSED 7,000 S.F. THICK CONC. PAD WITH :.:. l->. ~ ..>)' x Z
-'.J \../ ""( PLAY AREA 6' HIGH WALL 7 2C- ') ~, / 0 W
3 ~,IDES & GATE ~('l '0'.;- "'>
;r: -:j2 :. 7300 d'I;Of ~ "'>5... · /~: ~t~~EW~jH~~H +:;;- ~~~JEl~'.~ ~ ;; t., ;r:
I , ~r v - no'V .. .> ~~M~~~ ON [l" V
2 SIGHT T~~GLE -: V fs\ \ NE~ '~IT:R~~ 4< ,/Nc..$ W;",,' ; 'v,", 015'A~1~E ~. ~ ~" ~
i ~ :Wt. ENO SECTION.I,~V ROOT PRUNE- . TWIN , . NEW SIDEWALy + 73.6 73.0 ~ c : 16 0
r .~ I F.D.O,T. INDEX #272 AS NECESSARY 'V$>: +\ f--
I :w --' 3' .;c'\. INY. EL. 71eXISTING 1 STORY 6,' '/ l ./ I Ul
~ {~ ~p- 11f\P' r ~ COMME.R CIAL BUILDING U <0'1 1'2.()( x 1 ~., >-
j\),: ' ',FLOOR ELEV. - 7417 .., . , ,C1~'12::-,-b ,'W I
i " -:,...2... ARE,~ ~ 5479 S.F. ~II;>', " \PF.,' ~'\. X I
+'" i:S' IJ x PROPOSED USE ~ OFFICE 'i" ~. x .; \ '\it .> x
i \"' ~: I 7",Z? '-'9\' /... 1,,:1-' '~,' ~ 'so> t
"f- {~~ I ~ . ((/o/- ~ x 019"\+' /, ~,l~ b ~
g; ULL ~ tJ Z lC:- /- . c' Wo & - 74.0 6\; / c~. '\
u . v - IV (j) " 01, + "" ,- .) U
~ I '""",=' u.. c:( CONe, ',,/v;, CO\} -...-- en z _ ,\"" \..) x I... If ';< 2
· U .A:. CD ~ '- CONi', -- <i: I I L::'. _ 0
' z · '-" ~ 024")( u ~ IJ) ~ u
I . I (j) '/,,> U W r) " $:
r. 8 · 1-. X 029" 20 ~ EXISTiNG 1 STORY :.n I
· IX r w COt,~MERCiAL BUILDING 1
s: FLOOR ELEV, ::::: 74.18 3 I)
~ \,,,),:, ~ ,\1~.~~ ~ J),"')~ )"'\.026' U ; AREA _ 549S SF I~' i:Sh A"
· ~ , · [\ FROPOSED USE::::: PRIVA TE SCHOOL ['v' " \
~_'. ,,' : ~ " , ~.~ EX 12" CMP - , '",,, '~l\"
.'\)' · s 024" 06'& ');~~ '" TO REMAiN :?7D
\ · ~ ,) -.:t' I.,)
· ~ ,--'0\ [~ x \ COV. cm-Jc ~,~.( ~
' : Ul\? _. EW CU " " W , 73 Ii< ., ~ . ~;O 0
I I,' , ^ ''-..J 'A
I z 'v 18"C:O 20" COV. > V-- EXIST, RAMP 6
· :r 0).:00 CONe. V:' I I
: c u ,,\1--' I.t,\:/) -1 l ~'" i W
I L[) of 7tO ?C EX. 4' CONe. S/W TO REMAi~~--1' b ! ex)
~,l. CJ '\o~~:,'\ v::) 020" r HC SIGN - ':e q }i~ ;~ftl~/: .<0 1;~~fi/:)~~i~ ~~' ~~~; ~ ~ ~
\. ,,>/ \'0' 1 ______. NEW CURB ._'":)jj~;WJD~ li"~ ':>~!,///'V>:);/,:/. //, ,j 0
""';; 73.Q -=-"'-1"'-;;0-,/ ' / / / / '/ / / ~-'~--:'7"'77~"" /~i.w'" :F' "j /.,' / ,,I -< ,/' QY - . /' / './ // I., - /)/~/</ . /> > >< / ,! // // ~'J (j) ,f \x'O /\ ') I
d) '~ ---: ~ :,~ / /' 1:;' ,"<if ~~T7 ''7;~ />./.// /' ~ ;>; /~.,. ;. ~ r// ~ >:9. / '/ l/.~ ~ C9R.a' ." /. .;" r~ / /// // / ;,>.< ;~ c.--- \6" ':--{" .\
.\'?' \ ~ 'f /. / 'i')t .," , ' / / r:-XF&;rJNcr ASPHALT, '~\5<~'.< / / .y. // . '><~y/>/> &( ,/,', ./ / / , :.' " / / ~X/1BE~~H Pf3AV{,~i;t? , : ...> ..> ('SS' x SANITARY
· .> I.'::~>; , ,.(UPB" Cl(r ; ; ;. ,,// :::')(>:.B.f)~C:SjJRF A~lf' . <..,1' . ,~ {'/' / ~ / / / '~ ;'.' / , . . >// / .' //IQ.l'WAiJ'(,' //..\1-;' i "0 ,,' ~"" RIM ELEV
.1 I'" /'!~'9 / ./f9B- D,R~lfJA/(/~f_ . '/:: /, </ ~//.~w/ /1>:V' ,9VERLA Y 'X,.' 'xl/ ' , t <~>>:.- ; ~/ /</ F:XfSJ1NO, ASI?HAt)'; .', >: ///~ <'>:>:-.';x/::>~ a -v <?/ ~ INV, ELEV.
' , . . ','. .", <y ,/,' . ,/, , / 'TOr BE', RESYlfA~q//, >/; <, ,/ ///-,/ ./ f Y ~ _ I
I /;/ /' ' , "f .', I. , /: .W'!.' 1'5 O~RI:A /,-', '/ / '/'//./!<~ Y C I
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// ""'~~Ol'5" , /' /',/ 'f', (>'>< "/'////"/,.<,<. /'/,'/,'///,//////////', .,!I_
I 169 I: .~ ~.../ ,;; .b53~~%2' r/ r:~ r";;C!5;'>:~2<r--4l'>/};://@ {:;;. '~:;~;;/'r>8;:3;~/ );:~~c-T~r~r~~R~N~b~~
~x CIRE.H,(DRANT~~, :.' ,./~.1,.J.,/ 1//<3 S l~s~ '." /4 s'n'A'C'(.S'" r,}" '36~ 'ENCl. ~S~RE/ 6 S~<" C'F:S/":'~'~~5~,)~;f!}N';}~C" I '>~~~:,':/<;"nAJ'e<':'~/'~"<"";;:< >/,//:</>~; _~I ULFr--"
T'~, REt\\AiN ~...'-.... I · 1'>:/< I //>~ ~:::~~ ~1/'/<' . . ~'~'/. .'/ ~~,~. .,/ /" / ":\L7"I'';'/// /'/)' //'/ ~;~/ "/".// /'~?/ I I. ~<<;,;:/~."~07>r /~f,. '~~.~,~$. > c;"~. 90/... .,/ /:/..//~./~:, ~I : '- REMOVE EXIS ASPH.
........... · I ~ ..' / /, ' //, / / // ',' /.. / .. ')03" ') 1/.:>:,/, · ,// //;/ ///, . />~// I~;~'// ,</, / /. · // / '//// < <.<. r/ ,()W~?/ I TO SAW CUT.
i'"')~):9' ~~v~ - - ~~. - -'>J ~ -~~~~:~ ~-10\O ~ _' _ _/:44XE ~""~_~)~~;~1~_~::;:~~2~1; " ,J ~x~'~'
~ /: "0> N 88'30'23" W eM) \.- PROPOSEO x/x PP 265.20' eM) ~,..::: --0HW- ')5p ~;6 ~7 0 .
:" ./ · DUMPSTER ENCLOsqj;lE 1" 0 'y io
,)..p ,; · 17' X 13' DEEP X 6'" THICK ~1'2-.
/~ ~ )\~ ~ · CONC. PAD WITH
HM"HOI_E .-/ ' /(\- ",,'0 ,}~ rf' PROPOSED 6' HIGH WOODEN 6' HIGH WALL
:_ -;.~~ ';07 / ~ \) /- \: ^ \'). x SHADOW BOX FENCE 3 SIDES & GATE
// ~ ^'l'9tx : ->0' ^ ~>
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d) ( ci>~~ Y TOP E""C) 73.5
x {J' x ~ ~ ~ ,\'1-' ~f~~~AI~3JN SHEET C6.1
,?'l.' ~ ~ ">-2
.\....... '\ . ,---"'~Oi"\
( r--:~ CONC. PAD
~ I ~ SEE DETAIL SHEET C6.1
~,(--
~ ~ - r---- SILT FENCE
~ ~ ~ I'i' i"--i'r-- NEW MITERED
_;23 ~ (1'-" 3: END SECTION #5
e ;r 6 F.D.O.T. INDEX # 72
N ..... INY, EL. 69.5
-;7' ')~' ~ ~ ~ ~ PROPOSED UND~RGROUND
I, ~.:L. ~ PROPANE TANK
..>., (, ip . ~ .;.':>
'72.5 ~ j . \ ,x ,\"k
:s:; ->, rr
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.
NES Comm.: 0029
I Drawn By: N.W.M. I
I Checked By: K.H.R. I
ADD HC RAMPS IF
SIDEWALK SLOPE
EXCEEDS 1 :20
Issue Date:
Revisions:
No. Date
09/25/00 I
>-
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SCALE. 19.20'
S,iN:URy
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THIS DRAWING IS AN INSTRl.Jt.IENT, O~ smicE.i ANDSHNJ. REMAIN THE PROPERlY OF THE
ENGINEER, .4J<lO SHAlL NOT BE;, ~E.r~\JCt9,' AClBIJSl:IEo OR USED IN />N( WAY WITHOUT
THE CONSENT OF E ENGI./'iE. fJh.,./....,.....;..:?'~.. ". T 1999 NOT PUBlISHED
., :-"'..' 't\f'rc.~ .<..(,~
'1 -...:, ~ "t:~.'"-'l' '" -
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x
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mu..~ rt ."xJ/a".
~~SIW
GRATE fIW,jf W/STUD. snn
FRAI.IE W/2 NlCHOR STUDS
PER SlOE - EQUAl. CENTERS.
WVANIZE AfTER FABRJCATlON
la"
POST OPTIONS:
2"x4" OR 2.5"DIAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONfORMANCE WITH
SEC. 9a5 r.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
1--
6' MAX.
l &
..' to
oj 1 a"
MIN.
l::t~~
PRINCIPLE POST
POSITION, CANTED
20" TOWARD flOW
FILTER FABRIC
EXIST.
GROUND
NOTE:
ALUMINUM BARS 0 6" O.C.
TOP VIEW
ANCHOR
8T AWl<<) DEl AI.
CAST IRON RETICULlNE
GRATE, TRAmC WE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC. WALL
4000 PSI 0
28 DAYS
'4 ; 012" O.C.E.W.
_ SlE rOOT INOO< 201
j FOR f1'E BOlT AND
CI-WN
j [FDOT "D" 3'-'" X 4'-1"
t_._.__._,"__.
SIDE VIEW
NOTE:
1, CUT PIPE flUSH
.../INSDE r...cE Of
WAll.
2. MORTAR BOnOM TO
MATCH INVERT OF
QUIT ~ PIPE.
SILT BARRIER DETAIL
N.T.S.
MITERED END SECTION DET AL
N.T.S. -
INlET DEl AL
N,TS,
PLACE CONC.
SLAB/WALK
." BELOW FLOOR
ELE.V. EXCEPT AT
DOORS REMAIN! tLUSH.
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10:1 MAX. SLOPE
SOD
I" X ." Horizontal Wood
f.-lembers or
Approved Substitute
EXIST. SURfACE
NOTES:
1. PROVIDE: 5'x5'X4"
THICK CONe. StAB
o AU. El.4ERGENCY EXITS.
2. CONFORM TO ABIOVE
DETAIL FOR PlACING
WAU<S AT THE BLOOS.
2" x 2"
Vertical
Wood Stokes
t
SEE PlAN t-
PlACE SOO '/2"
BELOW PAVEMENT
fIN. GRADE: PRIOR
I TO SOOOING
POSfll\lE DIWw.GE (4:1 MAX)
lAEET EX.
NEW BLDG.
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
6' - 8'
. e
.' C'
C
COWPACTED GROUND
PAVEMENT TRANSITION DETAIL
N.T,S.
t
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
.
.
Barrier. Placed at Protective Radius
213rd', drlplln. for hordwood. (6'mlnl
full drlplln. for plnn 16'mlnl
S[E PlAN
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
.
PlXE SOD , /2.
BElOW PAvtJolENT
FlN. GRADE: PRIOR
TO SOOOING
POSlTM DIWNAGE (4: 1 MAX)
lAUT EX.
~ ,.... ASPHALT
",,~D BASE
TREE BARRICADE DET AIL
N.T.S.
COMPACTED GROUND
COl.lPACTED GROUND
GROUND TRANSITION
A T THE PROPERTY LINE
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
NEW BLDG.
FILL GROUND AROUND
BLDG. TO 3" BELOW
FIN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2'1;
~ns,
. :
2" TYPE $-1
ASPHALT 0 1/4"
PER FT. MIN.
EXCEPT AS NOTED
1-;1" TYPE S-3
ASPHALT 0 14"
PER FT. MIN.
EXCEPT AS NOTED
6" LlMEROCK BASE
r.D.O.T. CERTIFIED
LBR 100 AND COMPACTED
TO MIN. 98'1; MAX. DENSITY
"i:""'t'.~ I. '"
,:. ...t;r:W~'~ ' '",'
.- "l--'f ,;-.,;"., ;#
:'-';<':-=-\'\\~-=iii\\_.\\\\=\\'l\=\\ 8" L1MEROCK BASE
.. ~ F.D,O.T. CERTIFIED
LBR 100 COMPACTED
TO 98~ MAX. DENSITY
12" SUBBASE
STABILIZED
4-0 L.B.R.
COMPACTED TO
98" MAX. DENSITY
GROUND PREPARATION
AT ALL BUILDINGS
N.T.S.
12' SUBBASE
STABILIZED TO
40 L.B.R.
COMPACTED TO MIN.
98" MAX. DENSITY
NEW BLDG.
ROOF DRAIN
.rV
.1
.. I I
. I i 5'
. ,I I
UTIUlY (I.e. SANITARY
SEWER. WATER SERVICE,
FIRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' fROM BLDG.
IN R.O.W. PAVEMENT SECTION
N.T.S.
ON SITE
PARKING & DRIVEWAY SECTION
N.T.S.
UTlUTY WrTl-ilN 5' OF BLOG.
B"( PLUMBING CONTRACTOR.
FlNAl. CONNECTION B't' PLUMBING
CONTRACTOR UNLESS 011iERWISE
COORDINATED B't' THE G.C.
FIN. GROUND
NEW SURFACE
(SEE NOTES 1 & 2)
""
TWO COAT STUCCO
FINISH. COLOR TO MATCH
BLDG. SCHEME
'~
(SEE NOll: 4)
.0'
EXIST. SURfACE
UTIUTY CONNECTION
A T ALL BUILDINGS
N.T.S.
~ MEDIUM BROOM
FINISH CONC. WALK
r FINISH GRADE TO
1" BELOW
EDGE Of WALK
2' l..EVU. '
I SHOUlOER VARIES (SEE PLAN) ~
. SOD '1' SLOPE 1/4M PER FOOT iV SOD .\
1111=1111-1111~~I;I~'" 14M-. "II'I;~llil--III=111
~ COMPACTED FILL OR
UNDISTURBED SOIL
VARIES ~
FINISH GRADE
flUSH TO TOP
Of CURB
1" RADIUS
MEDIUM BROOM
FINISH CONC.
PAVING
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1 -1/2" ASPHALT F.D.O.T. TYPE $-3.
3, BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED L4.YERS
TO 98" OF MAXIMUM DENSllY /oS DETERMINED BY MSHTO
T -180 L4.B REPORTS ARE REQUIRED.
4, BACKFILL fOR TRENCH SHALL BE PLACED IN 12" COMPACTED
LAYERS TO 100" OF MAXIMUM DENSITY AS DETERMINED BY
MSHTO T -99, LAB REPORTS ARE REQUIRED.
'--11 .'
'11--- .".'~:. ,':.
-II . I .
=1-- ..:, '."
111.,",.~111'1 '
-II' .... .11
= _ .: '" . I I NOTES:
W 1. WHEN REMOVING EXISTING CURB
-I I I THE CURB SHALL BE SAW-CUT
" AT NEAREST CONTRACTION
6 JOINT AND FULL SECTION OF
CURB REPLACED.
2. INSTALL EXPANSION JOINTS AT
50' INTERVALS, CONTRACTION
JOINTS AT 10' INTERVAlS.
3. CONCRETE SHALL BE 3400 PSI.
1&"
BASE
COMPACTED
SUBBASE
REPAIR OF PAVEMENT CUTS
N.T.S.
NOTE:
PROVIDE l'"
CONTROL JOINTS
o 4'0.C., & ;1"
BITUMINOUS
EXPANSION JOINTS
<>> 40' O.C.
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS to
BE ADDED, rT IS TO
BE REf.-lOVED TO THE
NEAREST EXPANSION
JOINT.
CONCRETE WALK DET AIL
N.T.S.
VERTICAL CONCRETE CURB
N.T.S.
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILLI'TY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLyM.
SUCH SIGNS SHAll NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.DA
CONC. WALK: .
.: I
i i ~
'" '" ~
6-~
12' 5'
i
.....
SYMBOL SHALL BE 5 FT.
HIGH & WHITE PAINT COLOR
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
HANDICAP PARKING
STRIPING DETAIL
NT~
.
t
-T"
Q,)
:E
~
2-
"- Restraining Joint (Typ.)
e/L FENCE (BY OTHERS)
12'
PAVEMENT
31 '
PAVEMENT
4' VARIES
CONC. SOD OR
SW PLANTINGS
Max, 15' - Min. 4'
Bock of Curb
or
Edge of Pavement
U.S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T 466CSK
6" PVC
a" MIN. CONC.
ENCASEMENT
18" Min.
24" Max.
, /""" Volve Box
Distance Varies
/
c
~
.
r.D
I
N
/ Mech. Jo;nl Volve
NOTES:
1. steamer Connection to Face Street.
2. All Fire Hydrants to have 5 1/4" Valve Seat.
.3. Fire Hydrants Shall be Placed at Street Corners
or in the R.O.W. Adjacent to Side Lot Lines
Whenever Possible.
4. See Sheet 3 for Typical Connections & Fittings.
ONLY APPROVED
Kennedy Guardian No. K-81 A
Muller Centurion No. A-423
U.S. Pipe Metropolitan
TYPICAL FIRE HYDRANT SETTING
N.T.S.
-
ct.
I
SECTION B - B
f( N.T.S.
PROPOSED RETENTION AREA
SOD
EX. ROAD
EX 5' 6'
CONC. I
SIDEWALKI
'6'
VARIES
SOD
EX. 18"
CURB
';.'1..,'.;'\'.
DHW ELEV. 73.0
WQ ELEV. 71,2
. .
SECTION A - A
N.T.S.
\l SHW ELEV. 66.8
#5 - 90. STD HOOK
048M O.C. GROUT FILL
REINF. CELLS
2' CHAIN LINK
FENCE
TOP OF WALL
ELEV. 78.0
8M X 16" CMU
6" PVC 1/12 BEND
16" MIN. VERTICAL CLEARANCE
I
TYPICAL
PVC WYE
6" WYE
SANIT ARY SEWER
CLEAN-OUT DETAIL
N.T.S.
Q::
-.J
()
.
r<)
C0
3 1/5 CONT.
PLA YGROUND SECURITY
WALL DETAIL
N.T.S.
.DE
~ ~~~~~~~w
~z "~ 10' I
I"") ~ WATER MAIN OR
STORM DRAIN D.I.P. IS USED IN PtACE OF P.V.C.
FOR A MIN. OF 10' EACH WAY
+ FROM <t OF WATER MAIN WHEN
THE VERTICAL ClEARANCE BETWEEN
I WATER & SEWER MAINS IS 18" OR LESS.
18" OR MORE VERTIC/It CL. I
~~~~
P.V.C. OR V.C.P.
SAN. SEWER GRAVITY MAIN NOTE:
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVllY
MAIN IS NOT PERMITIED.
6"x4M REDUCER
(IF REQUIRED)
#5 HORIZ. REINF,
o 12" O.C. ('TYP.)
#5 - 90' STD. HOOK
@ 12M O.C.
SLOT & GREASE
BAFFLE DETAil
N.T.S.
4" THICK GALV. ALUM.
SE SKIMMER
_______ 4" THICK CONC. PAD
TO BACK OF SIDEWALK
6"
THICK
3400psi
POURED
CONC. WALL
BEGIN TOE OF
SLOPE l' FROM
CONTROL STRUCTURE DET AIL
N.T.S.
GRADE
~--'
. .
CD~
-<t( WATER MAIN I"")::E
+-
10' MIN.
- HORIZONTAL CLEARANCE 'I
STORM SEWER
OR SAN. SEWER
GRAVI'TY MAIN
BEGIN TOP OF
BANK 2' FROM
EDGE OF WALL
(TYP)
VERTICAL CLEAt~ANCE
HORIZONTAL CLEARANCE
WATER MAIN & SANIT ARY
SEWER CLEARANCES
N.T.S.
CONCRETE STOP
2"
H
13'- "
10'
I I
I I
I I
I . I
I I
I I
I I
I I
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L____
6"
6"
'0
.-
1 SLOPE 'MIN.
12"
2.6'
J~~
GREASE BAFFLE TO BE
1/4" THICK GALV. ALUMINUM
w/STAINLESS STEEL ANCHORS
DUMPSTER DETAIL
N.T.S.
3 - 1/5 CONT.
COMPACTED SUBGRADE
BLUE
BACKGROUND
SIGN SPECIflCATlIOtfS
1. 18Mx12" LOGO SIGN
2. 2 SIGN COMBINAJION
REFLECTIVE SHEETING
3. LETTERS TO BE
," HIGH SERIES ,.CM
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
FINISHED
GROUND
1-1/2"R
.
a)
..-
PARKm BY
DISABLED
PEFMT
ON.Y
1" SERIES "C"
LETTERS
1 /2M BLACK
BORDER
1.5"
1"
1"
,"
1 .5M
WHITE
BACKGROUND
WHITE .
BACKGROUND CD
$250 FINE
F.S. 318"14
3" 6"
FTP-~
3'
HANDICAP PARKING SIGN DETAIL
N,T.S.
FLUSH CURB
GALVANIZED METAL
SIGN POST WITH 3/8M
HOLE~ DRILLED
ON 1 CENTERS
FLUSH CURB
RAMP DETAIL
N.T.S.
f....
3000 PSI CONC.
.
of'
('oj
, g
.
CD
12"
SIGN POST DET AIL
N,T.S,
J
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.
NES Comm.: 0029
I Drawn By: N.W.M. I
Checked By: K.H.R"
09/25/00
~ PERMITTING & BIDDING
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APRON / CURB CUT
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SECTION 14 , TOWNSHIP 29 S, RANGE 15 E
PINELLAS COUNTY, FLORIDA
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LAND USE:
R.ESIDENTlAL/orFICE
USAGE:
orFICE
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LOT AREA:
BUILDING COVERAGE:
(S.F. c!c " OF GROSS SITE)
GROSS tLOOR AREA (S.F.):
F.A.R.:
URONT:
-:TBACKS' - :IOE.
REAR:
-'-------- --.-._---------
62'
99,372 S.t.
11,800 s.r.
0.12
11,800 S.t.
175'
20'
HEIGHT:
PAVED VEHICULAR USE AREA:
(V.U.A.)
I~PERVIOUS SURFACE RATIO:
(I.S.R.)
OPEN SPACE:
(S.t. c!c " OF GROSS SITE)
PARKING LOT INTERIOR LANDSCAPING:
(S.F. c!c " OF V.U.A.)
20' MAX.
26,522.83 S.F.
40,028.71 S.F.
0.40
59,3-43.29 S.F.
60"
5,177.65 S.t.
20"
PARKING:
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I NES Comm.: 0029 J:
I Drawn By: B,J.V. l
Checked By: K.R. l
Issue Date: XXlXXJXX'
Revisions: --l
No. Date Descri tion
TOTAL (E+P)
SITE DATA
EXISTING (E) PROPOSED (P)
REQUIRED
000
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RESIDENTIAL/OFFICE
__ ~ESIDEN.!lAL/omc~_ __,__,__,_
SCHOOL
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99,372 S.t.
6,000 s.r.
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99,372 S.F. 40,000 s.r. MIN.
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17,800 S.F.
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0.40
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23,800 S.F.
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35' 35' 20'
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22,453.72 S.F.
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78,918.28 S.F.
77"
2,074.57 S.F.
36"
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62,482.43 S.F.
0.63 0.75
36,889.57 S.t.
37"
25"
7,252.22 S.F.
22.5" 10" tollN.
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PARKING CALCULATIONS: -1. ~M;J:.....p~JLr~~ + 1 SPACE PER 3 STUDENTS
-L.I~RS + 70 STUDENTS = 27.3 SPACES = 28 SPACES
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TREE LEGEND.
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- NEW SHRUB
- NEW TREE
NEW LANDSCAPING TO BE DELINEATED
ON FULL LANDSCAPE PLAN.
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NOTES.
1. COMPLETION DATE OF NINEIY (90) DAYS
AFTER APPROVAL FOR SOUTH 1/2 OF SITE.
2. TEMPORARY C.O. FOR SCHOOL FOR SIX (6)
MONTHS OR WITH SUBMITTAL OF BUILDING
PERMIT FOR NEW BUILDING
3. FULL LANDSCAPE PLAN TO BE SUBMITTED
WITH BUILDING PERMIT FOR NEW BUILDING
4. IRRIGATION PLAN TO BE SUBMITTED FOR
100% COVERAGE OF ENTIRE SITE
SCALE. 19.20'
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Tree Protection Notes:
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ProtEtClIve barri~ are to be constructed using no less tI'1an 2" ~ 4" lumber for "pr'Jht pests Upright pests
are to be at least 4 fe'" in lenyth with a minimum of one foot anchored in ground and three foot above
ground. Upright po5ts are 10 be placed at a maximum distance ut 6 feet apart. Horizontal rails are to be
constr....ied using no less tI'1an 2" ~ 4" lumt-er and shal toe securely attached to the top of the upright
posts. A PVC-ly~ safety fence the hei9ht of Itle ba,,-jer shaN be Jrtached to the upright posts. the top rail,
and tI'1e ground, with fastene~ a maximum of ei9ht (8) incl',es apart. Barne~ snal extend at least OM (1)
foot beyond the ,jrip line of aN protected troes "n the property and shal be at least three (3) feet h~Jh.
A1temcltlve protedlve methods may be ublized when extending protective barners beyond the
drip I;"e is not feasible. Possible alternatives include pumping concrete from a truck thrO'J9h conveyor
pipes' ather U,an driving over roots, or brld~ing root areas with stool plates Any proposed alternatives
must t.. designed by a trained arbon~ and approved by the DCa prior to issuanCll of a DO or Perm,tAIl
protedtve baniers shaR be in place and Inspected prior to any site clearing or:lemolition and shaN 'amain
in place ur"til aM construction activity is COn'1pleted. Protective barriers may be temporarily removed only
If reasqnable access into the srte is obstructed Ramov31 of barriEl<~ mus! be approved and inspe<.-ied by the
City's arboris! prior to any site cklaring or demolition. Should removal of t'16 baroiefs resu~ In stress or
damalle to the tree, as determined by the City's arbonst, removal or replacement of the tree may be
requii,;,d.No excess ~I or additional fill, building materials, debris. or litter shall be placed within
protective barriers, My demolition \Nlthin the protective barriers shall be accomplished by hand op&fated
equipment. Once aU mfltenal has been succeSS~jlly dislodged by hand, neavy equipment will be allowed
or.e ."try into the barriers in order to push demolition materials beyond the barriers, after \NhlCh the
barriers must be reinstalled. Under no other circumstances shal'ractors or heavy machinery be allowed
to work, park., or !()(;Gte within barrier areas Signs. building permits, ",ires. (CJther than prute<.-tive gvy
wiratl. or other attachments of any kiml snal not be attached to any trees or shrvbs within prote<.-'\ive
barrie~.AIl underground utJIilies shall be ro\J!oo outside the protective barrie~ If tnls results In
unrea!iOnabll hardship, a 90~ auger shaN be used to tunnel under the root systems. Tr.e DCa shall be
l1Qtifloo and at his option m~ require a staff member present during this procedure to assure adherence to
aU requirements.lnstallation of strudures such as protective barricades, fenees, posts, 0( Nalls shall not
destroy or irrever.;ibly harm the root systems of protected trees, Footers for walls shall end at the poull
wherela'\jar roots are encountered, and Uie roots shall be brKl9ed Post holes and trendies located close
to protected trees shan be adjusted to avcid damage 10 major roots Destruction or disregard of protective
barricades may require tha full replaG6fT1ent of the prutected tree,
TREE BARRICADE DETAil
UTILITIES NOTE:
All UTILITIES TO REMl\IN IN PLACE EXCEPT AS
INDICATED ON THE DHAWINGS. CONTACT"ONE
CAll" AT 1-800-432-41'10 AT lEAST48 HOURS
PRIOR TO EXCAVATION FOR VERIFICATION OF
EXISTING UTILllY LOCATIONS, NOT ALL UTILITIES
ARE MEMBERS OF THE "ONE CAll" SYSTEM;
THEREFORE, DIRECT CONTACT WITH THE UTILITY
COMPANY MAY BE REQUIRED.
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FLOOR ELEV. = I,L 11
AFE A = :,.n 9 S. F .
PB-GPOSEO USE = OFF ICE
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FROFOSED
[lUMFS fER
ENCLOSURE
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MULCH NOTE:
A LAYER OF MULCH TO A MINIMUM DEPTH OF
THREE (3) INCHES SHOULD BE PROVIDED IN
PLANT BEDS AND AROUND INDIVIDUAL TREES IN
TURFGRASS AREAS,
MORGAN TAYLOR - OFFICE PARK
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CLEARWATER, FLORIDA
witt!;
Terra Tectonics design group international, inc. 813-258-4504
Oate 11/22'2000 Pro,~1 No, 00-343
Quantity Symbol Common Name ao'anical Name SpeCification
Trees
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LlGUSTRUM japoCllca
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7'ht. 7' spr. specimens - c+b or 8 "r, '" ......., 't.
container
Llgustrum tree
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10'ht~'5'spr speclmens-b.b-P'Qvide t ~ 1(JLr-
pnc,los to L ~
8'-10' ht ~ 5' spread - 2-1/2" caL 6.a I' - / II
from a 'Roots Ph"s Grower" sucn as v 11<T
Stewarts Tree Farm, BrooksVllle, Fl L I ~c~L'f~
8't1t. ~ 6'spr m ulll-trunk - 6 & B - Z "tot. (,7' o.r'
8',10' hf 2" caliper, measured 6' above - (z / H r ~ "/C.- f.'f] q-f'
grade, a.a r
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Li\luslrum !ree
UG\JS f,.RLiM japOl\lCa
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live Oak
QUE-RCUS vi'\jiniana
8 NT
Ya\Jpon Holly Tree
ILEX ,omltoria
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Winged Elm
ULMUS alata
4 RIT India Hawthorne T'M RAPHEOLEPSIS India 'standard' 42' lit 36" spread standard 15 gallon
11 MC
Southern Na~ myrtle
5'-'6' ~ 4' spr. 15 gal or a.a nursery 8r I Z ~{,f~
grown - and full; matching ..
MyRICA tenfera
3 CC
CERCIS Canadensis
8'-' 0' hf 2" caliper. measured 6' above
grade. B. a
Eastam redbud !ree
. PO
Medjoot date
PHOENIX Oactyh/era 'Medjoof
12" c l matching specimen - plo,i<Hl
pnatos to lA
3 TC
TABE.6UlA Caraiba
10' hi x 8' spr - a & 6. FL FancY'l !..4~P'-"
provide phelt's to LA
Yelklw trumpet tree
1 PR
San&IJal date
PHOENIX R6Clinata
24' hi ~ 12' stem- 6&8 - provi1e pnotos
tolA
snrubs
40 TJ Conrederate jasmine TRACl-<ElOSPERMUM Jasminoides 3 gal.. 30" runners on trellis
70 RSPP
Red ruffles azaleas
3 gal -Hj" ht ~ 18" 'pr
55 QII..l().12' hI. 6' Spl.- spll'.Jman FI
Fancy
RnO<loo..ndron spp
3 Rt.I
f'aveler" palm RAVENELA Madagascariensis
?~
271 Mf
v'iHd Coffee PSYCHOTRIA rervosa
:."-30" x 18'.24".pr 3 Qal. 30" oc
Simpson Stopper t.lYRICIANTHES fraQans
:." hI x 18" .pr, 3 .al. 30" o,c
272 RI
Indian Hawthorn RHAPHIOlEPIS indica
1~18" x 1~18" .pr, 39al. 30" oc.
29 HRS
Hibiscus - Red Blaze HIBISCUS 'Red Blaze'
3 gal-:4' hi x :4" spr
GroundeDle'l & Vinel
242 He
32TD
261A
Algerian Ivy HEOERA Canar'ensil
Fal<ahah;tea G'ass TRIPSACUi~ O",-iylOldes
3 Qal .3().hl x. 12" 'pr
3 gat.IS'hl x '6' sor.
DEe 1 8 2000
1 QaI -SPPP- 2.. runnllfs
ILLICIUM PClI'tlflorul11
YeDow an:se
42 RD
RHOEO Di:v.:olor
1 gal.- 14' hI. 10' 'p',
O)'1lter plarJI
1,1.2 LM
J:XlOJ
224 TF
S6 HD
Evergreen giant Lriope lIRIOf'E mwscari
10''t't 10 pip 'ilaYon full 18" 0 C
aHamJiJ~
TRlPSICUM ~oradanum
HELlMHHUS deb'~1
Mx'!do r.S.u
1 ga.- 1<1' !'t
FI. Gama Grass
Beach Sunftcwer
24"-30" ~ 1 S",2~' >pr 3 gal 38"' oc
12" ~ ~ '2" .pr ,OTS @ 1b" ac,
SOD
n08 SF F10ratam sod
Nolle: Field vert/y tilt lim ,II of sod.
PASPALUM ~otat1.m
(CONTRACTOR TO VERIfY OTY)
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fOR ELEV. = 7(.26
ItN. ELEV. = VO.78
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Total S'te u'igation:
n08 SF .,-
959S SF ./.
1000 LF ./-
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FILE L 1
F'f (tlr7-1(-77/
Of 3 Sheets
(CONTRACTOR TO VERifY QTY)
(CONTRACTOR TO VERifY QTY)
(COtHRACTOR TO VERIFY QTY)
5().~pm at 80 psi
TJrf lnig.tion
Shrub Irrigdbon
Loop Main
we. & submersible pump
Miscellaneous Plant Matllflall And Sile Work:
8HY
3 Bags
1 Bagl
S Bags
17 CY
2LS
Pine Bari<. Mulch
P,e..[mergem Herbicide
Fe1i!j~er. '6-4"
f e 1itizlJr: e..e.&
Planting Soil
T.-ee trimming and pruni~g - existing trees
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Cubic Yards. contr. to verify qua~tity
EA
50 III, bag
50 III, bag
Cubic Yards
EA
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NORTH
LANDSCAPE PLAN
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TERRA
TECTONICS
design group international, inc.
LANDSCAPE ARCHITECTS
LAND PLANNERS
URBAN DESIGNERS
2011 CLEVELAND ST, SUITE E
TAMPA, FLORIDA 33606
FL Ret'J. Uc. IF 254
813 258- 4504 ph.
813 258- 4604 fx,
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AREA = 5495 S.F.
PROPOSED USE = SCHOOL
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MAKE C,!ifNGES TO EXISTING SYSTEM TO PROVIDE
100% HE:;/'\D-TOHEAD COVERAGE AS SHOWN BY HEAD !
I LAY.OUTI CONNECT EXISTING MAIN TO NEW IRRIGATION i
MAIN FRPM NEW WELL AS SHOWN. ___-.J
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TOI1 ELEV. = I .~b
IWI.- ELEV. = '0.78
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Terra Tedonics design group,lnc, 813 258-4504 TAMPA, FLORIDA
Irrigation Lo<;end:
CONTROlLER: HUNTER - ICC ,. 16 -STATION
CONTROlLER (WITH PRESSURE START RELAY), PROVIDE A HUNTER
"RAIN SWI1CH & BYPASS SWI1CH" FOR AUTOMAlIC RAIN SHUTOfF,
INSTALL PER MANUFACTURER'S RECOMMENDATIONS GENERAL
CONTRACTOR TO PROVIDE 117 V, AC POWER SUPPLY DISCONNECT TO
CONTROLLER LOCATION, COORDINATE Lif.ATlON W1TH OWNER'S
CONSTnucTION REPRESENTATIVE - MAY BE MOUNTED INSIDE OF
MECI-w.JICAl ROOM, OR MOUN1ED ON WALL OUTSIDE NEAR WELL
II
$
REMOTE CONTROL VALVES: HUNTER - 1-1-'2"
ELECTRIC REMOTE CONTROL VALVES IN LOCATIONS AS Sf laWN ON
PlAN. ALL VALVES SHALL BE INSTALLED IN AMETEK VP,10 VALVE
BOXES IMTH MATCHING COVERS, F'LACE VALVE BOX ON BRICKS AND
INSTALL ONE CUBIC FOOT OF PfA GRAVEL AT BASE OF VALVE FOR
DRAINAGE. LOCAlE VALVES MIN 2' fROM ALL SIDEWALK EDGES Ol~
BUILDING EDGES, VALVE BOXES SHALL BE MOUNTED FlUSH WITH
FINAL GRADE,
SPRAY SPRINKLERS: HUNTE.R -PS- SERIES SPFHNKLERS RUER TO
NOZZLE SELECTION CHART AS A GUIDE FOR PROPER NOZZLE PATTERN
PER FIELD REQUIREMENTS NOZZLE SELECTIONS SHOWN ON PLANS ARE
TO BE USED AS A GUIDE ONLY, INSTALL BODY lYPES AS FOLLOWS
o 6" POP~P FOR TURF AREAS. (6P) - 4" POPS NOT ALLOWED
o 12. pop, UP FOR SHRUB & GROUND COVER BEDS ADJACENT TO WALKS
AND ADJACENT TO CURBS AND SIDEWALKS (12P)
o RISERS 'MTH NOl.LLES FOR SHRUB & GROUNDCOVER BEDS ADJACENT TO
BUILDINGS
~ GEAR DRIVEN SPRINKLERS HUNTER PGP PROFESSIONAL SERIES 4"
POp.DP ROTORS. REFER TO NOZZLE SELECTION CHART AS A GUIDE
FOR PROPER NOZZLE PATTERN PER FIELD REQUIREMENTS, NOZZLE
SElcCnON SHOWN ON PLANS ARE TO I3E USED AS A DESIGN FLOW
GUIDE ONLY.
INDICATES PVC SCH lO SLEEVE SIZED TWO PIPE SIZES LARGER
(INSIDE DIAMETER) THAN LATERAL UNE'WET PIPE' INDICATED ON
PLAN.
..-----
CL.'">OO PVC MAINlINE-2'l'2" (LOCATE IN PlANTING AREAS NOT UNDER
PAVEMENT EXCEPT IN SLEEVES, AS SHOWN ON PlAN)
INDICATES PVC LATERAL UNE,
CLASS 200 = ~H. LINE OR SMALLER
CLASS 160 = l' +
INDICATES 3" WIRE SLEEVE SCH. 40 PVC BURIED 24" MIMMUJ-INE
.
POG.LANDSCAPE CONTRACTOR TO F'ROVIDE 5" WELL AND
AND SUBMERSIBLE PUMP \!IV BACKFLOW PREVENTER AS REQUIRED BY LOCAL
ORDINANCE. IRRIGATION CON1RACTOR TO VERIFY THAT PSI AND GPM OF WELL
ARE ADEQUATE FOR SYSTEM, CONTACT LANDSCAPE ARCHITECT IF
THERE IS A DISCREPANCY BETWEEN THE PlAN AND SYSTEM A.S iNSTALLED
IHRIC',ATlON CONTRACTOR TO !-'ROVIDE 50 GPM @ 60 PSI
SYSTEM DOWNSTREAM OF 'NELL AND PUMP, INCLUDING A BALL VALVE SHUTDFF
@WELL SHALL HAVE A PRESSURE RELIEF VALVE, (SEE WELL DETAILS)
VALVE SEQUENCE
GPM
PSI REQUIRED AT NOZZLE
NOTE: ALL MAiNUNE AND LATERAL LINES SHALL BE INSTALLED IN
PUlNTING AREAS AND SLEEVED UNDER PAVING AREAS AND ARE ONLY
DIAGRAMATICALLY LOCATED ON TlilS PLAN
NOTE:
'M-lEN DIGGING NEAR EXISTING TREES, FIELD ADJUST HEADS, UNES AND
TRENCHES TO AVOID CUTTING ROOTS 12" AND GREATER IN DIAMETER
NOTE: IRHIGATlON CONTRACTOR SIW.L SIZE PIPE SIZES NOT TO EXCEE:D 5 FPS
FEET-PER-SECOND OF FLOW RATE. PSI AND GPM AT ALL HEADS SHALL
MATCH MANUfACTURERS DESIGN SPECIFICATIONS AS CALLED FOR ON PlANS
DETERMINED BY HEAD TYPE ON CHART,
NOZZLE SELECTION CHART FOR SPRINKLERS
SYM. SPEC. NO. PSI GPM RADIUS PATTERN
A 570-1~ 30 400 15' FULL
8 570-15-270 30 300 15' THREE QUARTER
C 570-15-240 30 2,60 15' TVI/O THIRD
0 570-15-tl 30 2,00 15' HALF
E 570-15-120 30 1.40 15' ONE TIilRD
F 570-15-0 30 100 15 QUAATf:R
G 570-4-EST 30 .60 4'X15' END STRIP
H 570- 4--CST 30 1.20 4')(,30' CENTER STRIP
I 570-9-8ST 30 12Q 9')(,18' SIDE STRIP
J 570-4-SST 30 1.45 4'X30' SIDE STRIP
K 570-12-1= 30 2,10 12' FULL
L 570-12-270 ,30 1.50 12' THREE CllJARTER
M 570-12-240 30 1.30 12' TWO THIRD
N 570-12, H 30 110 12' HALF
0 570--12-12Q 30 ,90 12' ONE n'HRD
P 570-12~ 30 ,80 12' QUARTER
Q 570--SB-360 30 62 2' FULL SlRF.AM
R 570-S6-180 30 ,32 2' HALF STREAM
S 57~90 30 25 2.5' QUARTER STR
M I2O--ADJ-01 40 1.2 31'
BB 120-ADJ-02 40 18 36'
CC 12O--ADJ- 35 40 3.0 40'
DO 120- ADJ-. 4 40 3,7 40'
EE 120- ADJ- 6 40 4,9 13"
FF 125-ADJ- 4 50 3.8 41'
GG 125-NJJ- 7 50 70 47'
HH 125--ADJ- 10 40 10 53'
II 125-AOJ-15 50 13 58'
BUBBLER
BUBBLER
BUBI3I E.H
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IRRIGATION PLAN
TERRA
TECTONICS
design group inlemational. inc,
LANDSCAPE ARCHITECTS
LA~~D PLANNERS
URBAN DESIGNERS
2011 CLEVELAND ST. SUITE E
TAMPA, FLORIDA 33606
FI. Reg. Lie, # 254
813 258- 4504 ph.
813 258- 4604 fx.
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Scale 1 "= 20'
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GENffiAl.. lANDSCAPE NOTE:S AND SPECIFICATIONS
1. IMf>lJ:},.t[NfATION OF 11.1IS PlAN AND SPECifICATIONS SH/>.H CONrDRM TO lHE HIGHEST
SlANDAHDS OF THE TRADE AND TO AlL PflEVAJUNG OHDINAN<.:eS AND CODeS. n IE
SPECIFICATIONS CON1AlNED HEF1EIN SHAlL SUPI'lf:Mf:.NT 11-iE WRllTE:N SPE:CIFICATiONS.
2. PRIOR 10 SUBMISSION OF BIO, TIlE UlNDSCAPE CONTRAC1OR SHALL VISIT TliE SITE
AND FUlLY INfORM HIMSELF OF THE CONDITIONS UNDffi WHICH 11-iE WJRK IS 10 BE
ACCOMPlISHeD,
3. Tt1l WORK INClUDES OOIL P,lEPARATlON, HNISH GfW:l1NG, SUPPlYING AND PV\NTlNG
OF TREES, SHRUBS, GflOUNDC<M:.RS, AND SOD OF TIE SPECIES. SIZES AND QlJAUlY />.S
SHOWN ON THE DRAWINGS ANOOR />.S SPECIFIED HEHElN, FURTHE:R. 11-iE WOflK SHALL
INClUDE 11-iE THIRTY DAY (30) DAY MAlNTE:NIINCE OF ALl UlNDSCAPE AND SOI}SEED
AREAS AFTER FiNAl ACCEPTANCE BY TIE PROJECT ARCHITECT AND OWNER'S
HEPHE:StNTAllVE.
4.1HE lANDSCAPE CONTRACTOR SHAll PflOVIDE A LUMP SUM BIO PRICE r-oo A FUlLY
AUTOMATIC.1OO'X. OVERIJ\P CO~RAGE, uNDERGROUND IRHIGATION SYS:EM. TI IE
IRRIGATION SYSTEM DESIGN. SPECIFICATIONS AND INSTAlLATION SfW.L CONFORM TO
I1lE SlANDARDS OF I1lE '1flAlGATION ASSOCIATION', 1911 N. FORT MYERS DRlVE
#1009, AlUNGTON, VA 22209, AND TO THE STANDARDS OF 11-iE "flORIDA IflHIGATlON
SOCIETY".IRRlGATION SUJflCE SHAll. BE SHOWN ON n;e IRRIGATlON PlANS. THE
IRRIGATION CONTRACTOR SHALL PROVIDE AN RPZ BAOnOW PREVeNTION DEVICE PeR
LOCAL GCM:RNING CODES AND ORDINANCES, S1LE ACCOflOlNGLY, SUBMIT f'IJ\N PER
WAlTllN SPf-CIFICATIONS TO ARCHIIT-CT FOR APPROVAl.
S. l1-lE lANDSCAPE CONTRAC10R SHAil SECUflE I#( AND AlL NECE:SSARY f'E:flMlfS FOR THE
'vVORK, PRIOR TO COMMeNCEMENT OF HIS OPERATIONS ON--SITE, COPIES OF THE PERMITS
SHJti BE SENT TO 11-IE ARC/HECT AND OWNER'S CONSTRUCTION REPRESENTATIVE IF
REOUE:Sll:O.
6. TIlE lANDSCAPE AND IRRIGATION CONTRACTOR SlWl. BE PROPERlY UCENSED AND
INSUflEO, SEE Wf~lTEN SPECIfiCATIONS,
7. AlL WORK IN THE RIGHT OF WAY ARLAS SlWl. CONrDRM TO TilE STANDARDS AND
SPECIFICATIONS OF THE LOCAl. ANOOR SlATE HIGHWAY .JJHISDlCTION,
a, CONSTRUCTION EQUIPMENT IS NOT ALLOWED ON SITE UNTIL A HABITAT MANAGEMENT AND
lANOSCAf'E f'EHMlT IS IN f-WlD, (IF clEOUUlED BY LOCAL OHOINANCE).
9. TIiE IJ\NOSCAPE CONTRAC1OR S~IALL VERIfY ALL UTILITY LOCATIONS (EXISTING AND
PROPOSED), 'lE:UTE:D PAVING, E:U:vATIONS, WATi::R AND ELE:CFlICAl.. SUf'l'lY, HC
PRIOR TO START OF WJRK NOTIfY mE GENERAL CONTRACTO'R AND THE
ARC/ MTECWWNUl"S AGENT IN 'MilTlNG OF UNSA TISf ACTOkY CONDITIONS ?FOOR TO
SlART OF WJRK. START OF WOflK WILL INDICATE ACCU'TANCE OF CONDITIONS AND f:ULL
RESPONSIOILITf FO'R COMPlETED 'vVORK
10.VE:R1f'Y AlL UNOlRGflOtJND ANO ABO.JE-GROUND UTlUTY LOCAT,ONS PRIOR 10 A'iY
EXCAVATION, IF liNOERGAOUND CONSTRUCTION, UTIUTlES OR OBSTRUCTIONS ARE
ENCOUNTERED DURING TIlE EXCAVATION OF PlANTING AREAS OR PlTS,IMMEDIATUY
INf-O'flM THE O'WNER'S CONSTRUCTION FlEPflESENTATIVE. ALTEflNATE LOCATIONS FOR THE
PlANT MAITRlAl.(S) WIlL BE SELECITD BY mE AACHlTECT O'R AGENT SUCH CHANGES
IN LOCATION SHALL BE MADE BY TIlE CONTRACTOR WITI10UT ADDITIONAl COMPENSATlON.
11.11-IE l.ANOSCAPE CONTRACTOR SHALL I3f.AA OOLE RESPONSIOIUTY FOR I#( IINO AlL
DAMAGES nlAT RESULT FROM HIS AClMTIES DUE TO IMPROPER VUlIfICATlON O'F
UTlUTIES ANOOR O'f'ERAlOR E:flROil DUllING 8<CAVATIONS. SEE RELAlE:D CIVIL f'lJlNS
FDA AOOITIONAl INFORMATION AND COORDINATE ON-~TE W/m THE GENERAL
CONTRACTOR A."lO OTI fER TRADES ?RIOR TO SlART OF 'vVORK.
12.All EXISTING TREES SHAll BE INSPECTED BY TIiE lJINDSCAPE CONTRACTOR TO TIiE
DETERMINE TIlE EXTWT OF TRIMMING AND PRUNING HEQUIRED 10 "SIw>E-UP" T'iEE:S.
flEMOVE DEAD BRANCHCS AND FROND, AND PHUNE BRANCHE:S f-WlGING OR GROWING BELOW
8FT. 11-I1S WORK SHALL BE OCEMED Pf,s:rr OF TIiE lANOSCAf'E CONTRACTCRS CONTRACT
F-oR SEFMCES FOR TI liS PROJECT SITE.
13 SITE CONTRACTOR SHALL PROVIDE THE UlNOSCAPE CONTRACTOR Wffii A FINISH GRADE
OF (PlUS OR MINUS) ONE TENl11 OF O'NE rOOT. GRADE SllALL BE a..EAR O'F DEBRIS AND
'NEE:O GAOWTH FINISH GRADES ADJACENT TO PAVING ~L BE TWO INCHES (2") BELCW
TO'P OF CURBS, WALKS OR PAVING IN CRDER TO' CON1AlN SOD CR MUlO1 AS SPECIFIED,
SITE CONTRACTOR SliA.LL EXCAVATE />.NY UMESTONE BASE MATEflIAL O'R 011-lER
MAlCHlALS NOT CONDUCIVE 10 PROPER PlANT GAOWTl-i f-ROM AlL PlANTlNG AllEAS
WHERE 1NDf('..ATED, THE SITE CONTRACTO'R SHALL PROVIDE BERMS. MOUNDING OR CROWNS
TO PARKING ISlANDS OF INOIGENOUS'VIAOlE SOIL COMPACTED TO TWENTY.FlVE
PERCENT. CROWN PN1KlNG ISlANDS TO A MAXIMUM OF 12' 10 n;e CENTER FOR
DRAINAGE ......m A SLOPE NOT TO EXCEED 3,1. IF lHE EXJSTlNG GAADE WIll-tIN THE
DRlPUNE OF AN EXJSTING TRfE SI tOWN TO REIvIAlN IS MODIFIED BY SIX INCI<ES (6")
OR MORE, THeN n;e SITE CONTRACTOR SHALL PROVIDE HlE:E WI:US OR RE1AINING
WJ\LLS AS REQUIRED r-oR THE PRESERVATION OF EXISTING TREES TO ROM/N. SEE
ADDITIONAL SPECIFICATIONS AND DETAIL FOR TREE BARRICADES,
14.00 GRADE CIW-IGE SHALL OCCUR 'MTHIN THE CANOPY DRIP UNE OF PINE TRfES AND
~3 n lE CANQP1 DRIP UNE OF hARDWOOD TREES TO BE SAVED. 11-IE FOOTPRINT OF
UTIUTIE:S Of SlORM. SANITARY, POlVE:RUNES, WATER, SEV\IEJl, HC) AS WELL AS
THE UMITS OF TRE~HING O'R rIlL MATERIAL IS NOT PeRMlmo TO ENCROACH Wfll-iIN
n lE fo8!:NE STATED WTS.
15.REQUIRED TREE BARRICADES AND EROSION CONTACX.. MfASUAES MUST REM.AJN INTACT
TIlftOUGllOUT CONSTRUCTION. ENCROACHMENT INTO OR FAJLUAE TO' MAlNT.AJN THESE
BAFlRICADESWlLl flE:SUl..T IN ENfORCEMENT ACTION WHICH MAY INCLUDE CITATIONS
ANOQR PeRMIT REVOCATION
16.!ILL SlOflMWATER flUNOFF MUST BE DlflCCU:D TO n;e RE.TENTION N1EAS,
17.PlJ\NT MATERiJIL SlWl. BE GRADED flORIDA NO.1 OR !:JE:1TE:R />.S OUlUNED UNDEJl TIle
"GAADES AND STANDARDS FOR NUflSE.RY Pl..ANTS", PARTS lAND ", STATE OF FLOf~D^
DEPARTMENT OF AGRK..Ul1JRE AND ~'HAI..L CONFORM TO N\N STANDARDS H)R NURSERY
STOCK (ANS/200.1-1980)
la.NO SU8STIl1JTIONS SIWl. BE MADE WlTI10UT 11-IE EXPUCIT ""RlmN PeRMISSION OF
TIle UlNDSCAf'E ARClU1ECT. f'lANS SllALL BE BIO BY ALL BIDDERS AS SltOWN. SUBMIT
'MilTTEN VERIFICATION OF I#( PUlNT MATERlAl.(S) THAT MAY BE UNA\AIlA8LE AS
SPf-GFIED, TO THE LfroscAPE ARCHITECT
19COO1lOlNATE TIlE INS1Al.LA.TION OF mus AND PlJWTS SO />.S TO NOT 08SCUIlE niE
SITE V1S18111TY TRIANGLE AT INTERSECTIONS AND TI lE VlSI8I11TY OF DIRECTIOtoW.
SIGNS OR LIGHTS. FlE:LD ADJUST rnEE ANO PALM LOCATIONS />.S HEOUIHE:D TO AVOID
CONFUCT WITH UGHT POLE:S, HC THE UWNEl'l SHAl.L PflOPERlY MAlN1AlN TREE:S AND
PlANT MATERIAlS AfTER FltoW. ACCEPTIINCE IN ORDER 10' MAINTNN UNOBSTRUCTED
VlSIBlUTY FOR PEDESTRlANS AND VEHICLE:S,
;,>(J.IN nlE EVENT OF A VARIATICN BEtwEEN 11-IE PlANT LIST AND TIlE ACllJAL NUMBER OF
f'tANlS SltOWN O'R NOU:D ON TIlE PlANS, Tl-IE PlANS SIWl. CONmOL lANOSCAI'E
A,1CHITECT SI-W..l BE NOTIFIED OF I#( DlSCflfPANCY ClURING BID PHOCESS IN
WRITING
21,PUlN1S A."ID TflEES SHALL BE. SET PLUMB.AT THE SAME GRADE AT WHICH THEY HA~
OCEN GAO\VN, BEST SIDE FACING PRIME VISIBllJTY AND THOROUGHLY WAITRED- IN TO
ElIMIMTE AIR f'<XKE1S. IF SITE CONDITiONS AdE UNfAVO'RABll: 10 \IGOAOUS
PUlNT GROWTH,11-IE lJlNOSCAPE ARCHITECT SHALL BE NOTIfIE:D PRIOR 10 SUBMlTIlNG
BIO /IND COMMENCING CONSTRUCTION. TIlE CONDITIONS NJE CONSIOCRED ACCEPTED BY
CONffiACTOR IF WRITTEN NOTIFICATION IS NOT RECEIVED BY OWNER OR LANOSCAf'E
ARCHITECT tlEfOHE COMME:NCEMENT OF INSTI\Ll.ATlON OF n;e MAID11AlS THE
lANDSCAPE CONTRACTOR SHALL BE RESPONSIi3lE FOR PROVIDING PROPER ORAJMGE FDR
AlL TREE:S AND f'IJ\NT MATERIALS. TREE:S SET TOO HlGli OR LOW ....,AY BE REJECTE:D,
~RIfY PROPOseD fiNISH GRADE:S AND SET FlEES ACCORDlNGl Y. S!:E DE. T AILS FOR
PUlNTING, STAKING AND OUYlNG. THE IJ\NOSCAPE CONTRACTOR SHAlL fJE RESPONSIOlE
FOR PflOPERLY SECURING ALL TREES. PAlMS AND lJ\flCiE SHRUBS IMM!:DIATELY AF1ER
PlAN1ING />.LL ~ WIRES SHALL BE Fl.AGGE:D AND AlL STAKES SHALL BE DRIVlN
FLUSH wmi Sl..JROOJNOING GRADE FOR PlJBUC SAFElY
22PlANTING SOIL FO'R AlL TflE:E:S AND SHRUBS SHAil CONSIST OF 6O'X. PEAr. 2O'X.
COMPOST, f.NO 2O'X. WOOD PRODUCT FDR A[RATION. PUlNTlNG MIX SI-Wl. IIAVE A pH Of'
6,(HI.S /MIX 25~ PLANTING SOIL WITH 75~ ON-SITE SOIL FOR f'IJ\NTiNG SOIL
BACKfIlL TEST SOIL OVlR THE E:NTIRE SITE AFTER Fill CPERATIONS FOR PROf'tR pH
AND DAAlNAGE. AMEND SOil.. />.S NECESSARY FDR PUlNT MATERIAl REQUIREMENTS PER
SOIL TEST RESULTS, BACKf-1l.L AlL TIlEE:S AND SHflUBS AT TIle FOlLOWING RATE:
FiEES 3 S' CAL AND GREATER 21 CUBIC YARD EACli
THEE:S I' - 3' CAlI30 GJlL 3\'2 CUBIC YAilD EACH
GN.LON CON1AlNER SIZE -14 CUBIC YARD EACH
GAlLON CONTAINER SIZE a 3S PlANTS PeR CUBIC YARD
GAlLON CONVI,INEH SIZE a 65 PlANTS I'ER CUBIC YARD
ROOTED CUTTINGS." POTS - 6" DEPTIi OF ANNUAL BED MIX
23.ROOTEO CUITINGS. -r AND ." F'OT MAl1:lllAL SHALL BE IVlN11:D IN A 6" DEPTIi
PREPAHEO BED CONTNNING Nl 'ANNUAl aE:D MIX' COMPOSl:D OF 1-3 PEAT, ~3
COMPOSTEO PINE BARK. 1-3 SAND AND DOlOMITE WiTI1 A 6()'-65 pH TREAT ROOT
AHEA 'MTH'AOOTS, INC: 1l00T E:NllANCE:H f'Efl MANUfACl1JflER'S DIRECTIONS
FERTILIZE 'MTH "OSMOCOTE'?E:R MANUFACl1JRER'S DIRECTIONS.
42.TIlE 1J\NOSCAf'E CONTRACTOR SliA.LL MAINTAIN TIle lJINOSCAPE. TURF ANO ffilGATION
SYSTEM FOR A 11-IIRTY DAY (30) ESTA8l.JSHMENT PEJlIOO AFTER SUBSTANllAL
COMPU:TION AND fltoW. ACU:PTANCE lANDSCAPE CONTAAcTOR SI-Wl. PROVIDE AlL
!J\OOfl, EOUIPMENT, AND MATERIAlS TO NECESSARY TO f'AOPEAlY MAINTAIN l11E SITE'S
UlNDSCAPE AND T\JHF AREAS BY MOWING. EDGING. WE:EDING, WATEfUNG, CONTROl OF
PESTS, fERTILIZING, AND PRUNING />.S NEEDED ON A Vwf.EKlY MSlS. CLEAN UP AlL
CUPPINGS AND PAVED SURFACE AREAS AFTER DAILY MAINTENANCE. CI1EMlCAL SPRAYS
SHAil NOT BE USED FOR#EE:DING. USE I-W-ID I.AOOR TO flEM(M': ALL WEEDS. MONITOR
THE IRRIGATION SYSTEM FDA PROf'[,R APP\JCATION OF WATER TO N.L f.N<<)SCN'E AND
TURF AREAS. SPRINI'..LER HEADS SI-lALL BE Of'EAATEO. INSPECTED. AND AD..usTEO AS
NEEDED FOR PflOPER COVE:RAGE IMMEDIATELY AFTER EVERY MOWING OPERATION.
SUPPLEMENT IRRIGATION SYSIT~A BY I-W-ID WATERING FDA PROPER ESTAl3USHMENT,
ADJUST CONmOLlER TO APPlY O'NE INCH OF WATER PER 'NEEK TO ALL I..ANDSCN'E AND
TURF NlEAS. CONTiv\cTOR'S f-'ERSONNa. SHN.J. TAKE AlL NECE:$SN{Y MEASURES 10
SllFEGUARD l11E GENERAl PUBLIC fROM AlL O~ MAlNTE~ ACTMTIES. Ail
AREAS SHAlL lJE f'OI..JCE:D FOR unER. TRA.Sli. CLI'PINGS. OR on fER lEBflIS lXJRING
EACH VISIT
24S1iHUBS SHAlL BE PlANTED IN ClFlCUl.AR fVlNT r~TsW/ni A DlAME. TER OF 16'
GREATER THAN rrlE ROOTBAlL OR CONTAINER. TREES SHAll. BE PlANTED IN CIRCUlAR
PITS WITH A DlAMEITR OF 28" GREATER THAN ROOTBAlL O'R CONTAJN[R AND
BACKf-Il.llD 'Mm PUlNTING SOIL MIX. REMO'.JE CONTAlNEJl AND CUT F1OO1S IN 3
PUlCES FOR OPTIMUM GROWTl-i. REMOVE TOP 12" OF BURlAP OR GROW BAG CONTAINERS
fROM TREES
25,FERTlUZE TREES, SHAUBS AND GAO.JNIXXJVERS 'MTH NURSERYMEN'S "SURE-GRO" 12. 4-
12 BY ElAOAOCASTING EVENLY THAOUGlIOUT TIjE PlANTlNG AREA 'Mm A PAOPEAL Y
CAUBRATEO Sl'HEAOf:H ?!:R rAANUFACllJffER'S flE:COMMENOl:D Af'PUCATION ''lATE.
THOROUGHLY WAITR PlJ\NT MATERW.S AfTER FERTIUZJNG. NURSERYMEN' SURE-GAO
CORP (407) 589--8951
26APPlY "XL 20" GRANULAR HERBICIDE (CONTNNS SURFLAN) PER MANUfACTURER'S
DIRECTIONS TO AlL PlANT BED AREAS PRIOR TO MULa-lING, USE A PROPERlY
CJ\IJBRATE:D GIWJ\...IlJ\A APPlICATOR AND DO NOT Af'PlY CHEMICAl.. DlflE:Cll.Y ONTO
LEAVES OF PlANTS.
43.A flECORO LOG OF ALL ON-SllE ACTMTlE:S WIl.L BE MAINTAINED BY TIle CON1RAC1OR
AND SUBMITTED TO THE ARCHITECT AT fiNAL ACC!:PTANGE
NOTE: ll-iESE SPECifICATIONS ARE ll-iE SOlE PAOPEJlTY OF TEPilA TECIONICS DESIGN
GFlOU? INTERNATIONAL. INC. NO REPFtODUCTION. REVISIONS O'R REUSE OF TIlESE
Si'ECIFICATIONS IS AUTIlOA1ZE:O WiTItOUT SI'ECIHC wriTTEN f'El1MlSSlON.ALl RIGHTS
HE:SElM:D.
27.ALL PlANT BEDS AND TREE 'liNGS SfW.L BE MULCHED WITIi A 3" DEPTIi LAYER OF PINE
BARK MUlO1, UNLESS SPEClFIEO DHERENll. Y ON PlANS. OCPTH SHAlL BE MEASURED
NlER COMPACTION, REMOVE MUlCli fROM CANOPIES OF SHRUBS AND PROPERlY "llJCK-
IN" MUlO1 AlCNG E:DGES.
!:NO OF SECTION
2aOED lINES SI-lALL fiA.\IE WElL DEFINED TRENCH EDGES TO CONT.AJN MULCH,! lEDGE liNES
SHAlL BE lAlD OUT WITH STflINGUNE IN THE f-1l:.U) f'ER f'U\N LAYOUT, THl:ES OR
SHRUBS SHOWN IN A UNE ON THE ~ SI-W..l HAVE THE muNKSO\NOPIfS IN PROPER
AUGNMENT UPON VISUAL INSPECTION AfTER INSTAllATION. GROUNOCOVER AND SliRUB
BEDS SHAU.. BE f'lANTE:D ON TIllANGU\..Afl SPACING WITIi f'IJ\NTS INSl ALLW AND FACED
F-oR OPTIMUM GROWTH INTO lHE BED
29TIlEES, PALMS AND SHRUBS ShALL BE f'VINU:D SO AS TO MAlN1AIN N:>E:QUATE
ClfAFlANCE FROM l1-lE EDGE OF WAl..KS AND AlONG BUILDING WALLS. CURVILINEAR BED
UNES SHJ\LL BE ACCURATELY SCAlED FROM PlANS AND lJIl~-OUT IN TIE FiElD,1F
FIHD CONOITIONS ARE DlFfE:RENT FflOM PlANS, IMMEDIATELY NOTifY THE LANDSCAPE
ARCHITECT OR ON--SITE REPRESE.'NTAllVE FCR FIELD ADJUSTMENT OF MAITRIAlS
IflHJG&.TION NOTES
30. J}JE UlNDSCAPE AnCHn ECT RESERVES THE RIGHT 10 MAKE MINOR ADJUSTMENTS. IN ~E
FIElD, TO' THE LOCATIONS OF TREES, PALMS, SHRUBS AND GflOUNDCOVERS, 'MTHOUT
ClWlGE rooM TIlE UINDSCAPE CONTRACTOR. F;(\IISIONS CAN BE MADE FOR AESTIiETIC
OR HEALT11, SAfETY WElfARE IlEASONS OR REOUE:'ST FllOM OWNER
l.1llRIGATION CONTRACTOR Sl-IN.L VISIT TI IE SfTE TO VEfilfY ALL CONOi noNS AND
DIM!:NSIONS />.S SHOW'N ON 11-IE PlANS PRIOR TO SUBMISSION OF BID, l1-lE PLANS ARE
SCIIEMATIC AND lHE CONTRACTOR SHALL DETrnMINE I#( AND AlL NECESsARY
MA1EHlALS AND lJI.BOR NEEDED 10 MlET 11-IE INlCNT OF TIlE DRAWINGS. IRRIGATION
CONTRACTOR SHAlL BE Af~SIBLE FOR PACMOING f\NQ()A COORDINATING ?AIOR TO
ElECJNNlNG Of' INSTAlLATION OF IRRIGATION SYSITM,WiTIi GENEFlAL CONTRACTOR,IN
REGARDS 10 TYPE AND LOCARON OF WA11:R SOURCE,
31.SOOOING IS Rl:-(llJIREO IN AlL UNPAVED AAf.).S 'MTIiIN 11-IE SITE BOUNDARIES UNLESS
OTHERMSE SHOWN OR N01ED, ALL SOD N1EAS ~LL BE PLANU:D WITH ST.
Al.Ja.JSTiNE 'FLCRATAM' ,SAND GROWN. SOU~-SOO TYPE AS SPECifiED ON Pl.ANS, SOD
SHALL BE FREE FROM f'ESTS AND WEEDS, UIID IN STAGGERED ROWS wmi NO GAPS,
ROlL!:O, f-ERTlUZED AND WATERED IMMEDIATELY AFTER INS1ALLATION. SOD SHALL
NOT BE LND ON TOP OF WE:EDS, STICKS, ROCKS ETC PRIOR TO SODDING OR SEEDING,
TREAT SOIL WiTIi "AUlNO-.lJP" PlANT KILLER AT A RATE OF 2 oz. PER GAlLON OR AS
PER MAMJFACl1JflEHS INSTflUCTIONS. AlL DEBfllS SHAlL BE REMOv1:O PfllOR TO LAYING
SOD. SOD RErrNTlON SLOPES AND BOnoMS WITIi ARGENTINE FW1lA SOlJO 000,
PEGGING SOD CN SLOPES 3,1 AND GREATER. SOD ROlLS SliALL BE UIID IIORIZONTAL TO
PI1E.VAIUNG SlOPE 10 MINIMlLE EROSION.
2.IARlr...ATION CONTRACTOR SI-lAll PROVIDE A FUlLY OPEAATIONAlIRfUG.6.T1ON SYSTOA
FOR IOO'X. O'VHlLAP C<NERAGE OF AlL lJINOSCAPE AND l1Jflf AflEAS />.S INDICATED ON
1liE lANDSCAf'f AND IRRIGATION PLANS (SEE WRITTEN SPECIFiCATIONS).
!
3.THE CONTRACTOR SHAlL VEHIH EXISTING GPMPSl FROM TIlE PROPQS!:O WATER SOurlCE
AND IF NEEDEO, l11E CONTRACTOR SHIH AO..IJST AND BAlANCE THE PROPOSEO ZONES
AS NECESSARY TO MEH ACllJAL GP'4f'Sl REQlJIREMENTS. nlE CONTRACTOR SHAll
ALSO .ADO Hf.JIoo N3 NEEDED FOR FUlL IOO'X. COV'EflAGE IF SCHeMATIC PLAN LOCATiONS
ME INSUFFICIENT.
32Nf( AAf.).S SUBJEi;T TO EROSION (E,G, GRASS SI'IALES, "!ETENTlON MEA
EMBANKME:N1S) MUST BE SlASnuZ!:O BY SOUO-SOO.
4,COORDlNArE Cf'ERATION OF THE T1ME,{;LOCK FOR PROPER ZONE SEOUENCII'J3 AND
OPTIMUM WATrnING TIME VERIfY TIME. {;LOCK LOCATION AND STARliSTOP TIMES OF
OPERATION vViTI~ O'WNER. TIME.(;LOCf< Sl-IAlL BE lOCATED ON AN EXTERIOR Wfti. IN A
LOCKING WALL. MOUNTED UNIT f'ER L.!:GEND. 11-iE GENERAl.. CONTRAClOR'S ELECTRICIAN
SHAil PROVIDE 121JY, 20AMP PO'M:R SUPPLY TO mE TlME~OCK. COORDINATE
mCTRICAL SUPPlY RfOUIREMENTS w,TIi TIiE GENERAL CONTRACTO'R.
33LANOSCAf'E CONTRACTOR sriAlL BE RESPONSIBLE FOR SITE E.AOSION REPAJRS IF SITE
IS FlNAL-GRADED BY GENE:RAL CON1RACTOR FOR SOOOING AND A DELAY O'F SODDING
ACTMlY BY U\NDSCAPE CONTRACTOR IS DE1ERMINED TO HAVE CAUSED EROSION DAMAGE
TO FltoW. GRADE,
5.PIPING ON flANS IS DIAGAAMATICAlLY ROUTEO FOR GRAPHIC CUIflITY, ACTUAL
PIJI(;[J.dENT S1-lALL BE LOCATED WinllN PROPERTY OQUNDARY AND IN'GR[ENSPACE:"
AREAS ADJACENT TO PAVING OR SmucfUHES N3 PER INDUSTRY STN'DNlOS.
C(()AOINATE INSTALLATION wlm PlJlNTING PlAN 00 CONRJCTS 'Mni PROPOSED
LOCATIONS OF TRl:E9. PAlMS AND SHRUBS Vv1lL BE AVOIDED PlACE PIPING IN
TRE:NCH ADJACENT TO CURBING OR EDGE OF PAVCMENT WHERE POSSI8lE.
34.FERTlUZE lUHF AREN3 'MTH 1~4.~ FERT1LlZER AT n;e RATE OF 10 L8S OF
NITROGEN PER 1000 SF. OF TIJRf AREA. WATER AFTER FERTMJZATION TO TIlOOOUGlIlY
&A.llJRATE n;e SOIL
35,TIlE IRRIGATION SYSTEM Sl-1AlL BE F\JI.LY Of'EAATING FO'R A PERIOD OF T'WENlY-.fOtiR
HOURS ?AIOR 10 STAAT OF PUlNTING OPERATIONS.11-IE UlNDSf"'..N'E CONTHAClOR SHAl.L
BE RESPONSIBlE FOR PFtOVlDING I#( ADOITIOW\lI-v\N{). WARlilNG !oS NECESSARY FOR
ALL TREES, SHflUBS, GROUNDCOVERS AND l1JRF AREAS PRIOR TO FltoW. ACCEPTANa:,
6.CONTRACTOR 51 Wl. REfERENCE TIlE lANDSCAf'E PlANS AND SPECIFICATIONS TO
DETEHMINE WHERE IFlfllGATION HEADS SHAlL BE INSTALU::D ON RISt:RS. HEIGHfS OF
!ILL RISERS SHAlL BE ADJUSTED AFTER IJINI.)SCAf>E INSTAlLATION IS OOMPLETE.
Rlsrns SHAlL BE PAINTED 0tACK 'MTH PROFESSIONAl.. QU./lUTY RAT ENAMEL SPRAY
PAINT. ADJUST SPHINI<L.!:H Me. RAOII. AND TRAJECTORY ,.,TER lANDSCAf'E
INSTAlLA.TION IS OOMPlETED TO ASSURE 1~ OVE:fllAP ~RAGE, ALL RISERS SHALL
BE STAAfD wm~ A GPLV. SlAlNLESS STEEL EMT STAKE AND SECURED BY TWO
ST.AJNl..E:SS Slll:L CLAMPS. NO HISEIl SHAlL BE INST~Ll.!:D ADJACE.NT TO ft#'(
PEDESTRIAN WNJ<WAY, 12' POP-UP H(ADS SHAlL BE USED IN GAOUND<XM.:R BEDS
AD.JACENT TO WI>U<:WAYS AND IN PAiil<JNG ISIJINOS (fYP.)
36ntE JOB SITE SHALL BE KEPT ORDERLY AND REASONABLY C't.fAN ON A DALY BASIS
DURING CONSTRUCTION OPERATIONS. UPON OOMf'lETION, TI lE LANOSCAf'E CONTRACTCR
SHAlL HEMOVE AlL DE.8fl1S AND W/>.STE GENERAU::D BY HIS Of'l:RATIONS ON-5'TE,
INClUOING THE CLEANING OF W/>J.J<.S !\NO PAVING AS NECESSARY,
37THE LANDSCAPE CONTRACTOR SHAlL BE RESPa-fSIBlE FOR lAKING AlL NE:CESSI\HY
MEASURES TO PROTECT TIiE CONTRACTOR'S INSTAlLED ANOOR ON-SlTE MATER,ALS FROtJ
TlIEFT PRIOR TO FINN.. ACCEPT ANGlO BY OWNER.
7.CONTRACTOR SHAil DETERMINE LOCATIONS OF AlL lJNl)(flGFl()UN UTIllllES /\NO
IMPAOvtMl:NTS pRIOR TO START Of' 'vVORI< ON-SITE. COORDINATE wmi TIlE GE.NCAAL
CON1RACTOR AND SITE LIC.H11NG CONT"lACTOA FOR INSTAlLATION OF PROPOSE:D
UGHTlI'J3 AND illCTAlCAL OONOUiTS. THE IAAlGA.TION CONTRACTOR SHAlL BE
RfSPONSI8LE F-oR TIlE IMMED,ATE REPAIR Of />.NY DAMAGE CAUSED BY HIS WOflK. TIlE
IRfllGATION CON1RAC1OR SHAlL BEAR SOLE IlESPONSIOIUTY FOR I#( AND ALL DAMAGE
THAT AE::i\JLTS FROM HIS ACTMT,ES DUt: TO iMPROPER VERIFICATION OF UTILITIES
ANOoOR Of'ERATOR ERROR WRING EXCAVATIONS. s[E Ra.ATED CM.. fUNS FOR
ADDlTIONAl INfOflMATION.
38.ALL PlANT MAITRlAL SWIlL BE GUAAANTUD FOR ONE il) YEAR AfTER rlNAl
ACCE:PTANCE, ALL THE:ES. f'IJ\N1S ANOOR GRASSING NOT FWND IN A IlEAL THY GROWING
CONDITION AT THE t;ND Of THE CiUAiW-lTEE PERIOD ~LL BE 'lEMOVE:D FROM l1-lE ~TE
AND REPlACED WmllN TEN (10) DAYS ,'OFTER WRmEN NOTICE AlL PlANT
RE:fUCD.1ENTS SH,AlL BE OF TIle SAME KIND AND StLE AS SI'ECIf-IEO IN TIle f'IJ\NT
UST l11E rlU'tJ\CE:M!:NTS SHIILl BE FURNlSHEO, AND INSTALllO AS HE:fl!:JN SPKIf-IE:D
AT NO AOOlTIONAl. COST TO TIlE O\VNER TIlE IflAtf'cATION $YSITM $lWl. BE
GUARANTEED FOR ONE (1) YEAR AfTm FINN.. ACGEPTIINCE FROM DUE:CTS IN MATHlIALS
AND WJRt.MANSHl? SEE wr~nE:N SPECIFICATIONS
39.J\N 'AS-BUllr O'F TIlE lANOSCAPE AND IRRlGATOO PlANS SHALL :JE MADE BY TIlE
t.AND$CAt'E AND IHRIGATiON CONTRACTOR.11-IE 'AS-8UIU' S/-W.L :JE UP4JATED DAILY
AND S1-lALL BE KEPT ON--SITE AT AlL TiMES DUHING TI IE CONSTRUCTION PEROO />.NY
AND ALL DEVIATIONS FROM TIle ORIGINAL CONSTflUCTION DOOJMENTS srlN.L :JE [XU
AND ACCURATELY RE:COROl:D. A REPAOOUCIBLE OF EACH 'AS-.BUIU'SHALL BE ?AOVID!:O
BY Tl-IE lANDSCAPE AND IRRIGATION OONTRACTOR TO TIlE C'WNEA'S CONSTRlJCTOO
flEPflE:StNTA1IVE AND TO TIlE AFlClflTECT PlllOR TO fiNAL A/..,'CEPTANCiE AND F'AYME:NT OF
RET.AJNAGE
a.IRfllGATION CONTRACTOR SIWl 08T.AJN ANY AND ALL f'ERMlTS REQUIAE.D BY GOVERNING
AGEt-ICIES. SUBMIT COPIES OF PEflMlTS TO O'WNEfl'S CONSTflUCTiON :-lEPflESENTAllVE.
IRRIGATION CONTRACTOR SHAlL fJE PROPERLY UCENSED AND INSURED,
9AOJUST SPfllNH.fH AflC, IVD., AND ffiAJEC10llY AFTER l.ANOSCAf'E INSTA/.LA,TION IS
OOMPLEITD TO INSURE 1~ 0VlJL0\P COVERAGE INSTALl PROPER NOZZlE AS FIELD
CONDITIONS REQUIRE r-oR 0VEAl.AP COVERAGE. RAISE OR LOWER SPRINKlER HEADS !oS
flEOUIHED,
IO.I\lHERE MAINLINE OR LATERAL UNES Afo'f C0~FlEO BY PAVING. A SCHEDl..U 40 fVC
SLE:EVE SHN.J. BE IClST AlLE:D 'MTH l1-lE Sf'E.CIfIE:D LATERfoL. UNE AND STUBBED UP
Wffii END CAPS AS SHOWN IN DETAIL SliEVE &'\ZE SHALL BE TWO TIMES IJ\RGER
(1.0.) TlW4 TIle SIZE OF nlE LATEJ1..6L UNE 'WEr"'IPE" SIZE INDICATED ON nlE
PlANS,
<lO.AT n IE TIME OF FINAL AC(."EP1ANCE, TIlE L.ANDSCAi'E CONn1AC1OR Sl1ALl f'RO\lIDE Tl-'E
OWNER ......m A MAINTENANCE WHvAl CONTAINING INSTRUCTIONS FOR 1liE pi'lOa:R CARE
OF AlL MATffilAlS SP(ClFIC TO TIlE JOB INClUOC IRRIGATION TIME-CLOCK OPERATING
DlflECTIONS AND MANUfAcrur,EJl'S UTERATUFlE TO O'WN!:R'S IlEf'flESENT,l,TIVE.
CONTRACTOR SHAilINSTRUCT THE OWNER'S REPRESENTATTI./f HOW TO' PROPERl. Y OPERATE
TIE TIMECLOCK. TIlE OWNER SHALL BE RESPONSIOLE T-QR TIlE PROPER MAINTENANCE ANO
WATERING OF TIiE LANDSCAPING AND TURF 11-IIRTY (30) DAYS AfTER ACCEP1ANCE.
11.ALL MAlNUNES SHALL BE 8UA1ED A MINWM OF 18" snO'W FINISH GRN)E, M.AJNUNE
SlWl. BE BURiED A MiNiMUM OF 2." AT ROAD CROSSINGS. ALL l.ATERAl. UNES
SHAlL BE !JJRIED A MINIMUM DE:PTIi OF 12" BROW FINISH GRADE, INSTALL MAJNUNE
IN SAME TRENCH AS LA.TERAL UNES 1'ot'HERE POSSIaE
4l.nlE SU8CONTAACTOR SHAlL SUBMrT TO TIlE ARCHITECT FOR AP?AO\Al. PRIOR TO START
OF 'M)flK, THE FOlLOWING:
12,!ILL POP-4.lP SPfllN/<.LE:R HEADS SHAlL BE 1NS1ALLED ON V.i' OR 3~" X 18' SPEARS
fli)( PIPE CONNECTION. FLEX PIPE CEMENT SI-W..l BE USED CN AlL CONNECTIONS
BErME:N HEXIBLE PVC AND RIGID f~.
MANUFACTURER'S cur--5HEETS FOR IRAlGATlON COMPONENTS 1'1111-1 AI.L Sf'RI"JKLER
HEADS. t'VC PIPE, VAlVlS. IiAL~ aoXES, PUMP, CON TnCU.E:R, lINO MlSCClLANEOJS
FmlNGS INCLUDED, INDICATE MATEAlAl.. SPECIFICATION, TYPE MODE.l. '.lUMOCR !#;)
MANUr ACruRER.
13.All WlfI: SPLICES SfWL BE MADE IN VAlVE BOXES USING AAlN8lRO 'SNAP-lITE"
WlHE SI'I.JCE ms A"IO SEAl.JlNT.
IRRIGATION F'l.AN AT ,. - 2iJ'DELlNEATiNG N.L HEAD LOCATIONS 'MTH TYPE Of
SPRAY OR ROTOR NOZZlE INDICATED, MAlNUNE AND lATERAL UNEMm PiPE SIZES,
VAL\'E SIZE AND LOCATION, SCH. 40 SLEE.JE LOO,TIONS, BACKFLOW Dl:"VICE SILl: AND
LOCATION, ETC, SHf".;P DRAWING TO BE PFlOVIDED BY CONTRACTOR IF NOT INCLUDED IN
UlNDSCAPE ARQ ftTECT'S DESIGN PACKAGE FC'l [liD
14WlRE Sl-1fIU. BE I.Jf -000 VOlT DIHECT EllJRI.hL 14 GAUGE WlRE IN~TN.lfD OIRECn.y IN
TI lE PIt'E TRENOi, BUNU.EO AND lAf'l:O E'VUlY 11:N FEET AlONG nlE MAJNl..INE ......TH
EXPI\NSION lOClPS P1-1O\IK)E() AT fACH VALVE. 'Wl..TE:' COLOR KlA COMMON AND 'flED"
COlOR FDR CONTACX.. WIRES AT TiME OF INSPECTlON, WIRE TI-\AT DOES NOT OONf-ofl'-A
TO Si'E.CIfICATIONS SHALL BE fllMO\1:D AND REfUCE:D AT CONTRAC1OR'S EXPENSE.
MANurACl1JRER'S CUT~SHEETS FOR AlL /JINDSCAPf MAITRIAL APPLICATiONS ANO SOl.
SAMPlE TEST RESLiLTS, CONTRACTOR SliA.LL AMEND SOIL AS REOUIRED FOR PROPOSED
f'LIINTINGS.
15OCF-OOE Sl'HlNKlER IIUIOS ARE SET, 11-IE CONTRACTOR SllALl OPEN CONTR(x" VAl YES AND
FLifvH TIlE UNES TrIOAOUGIILY ......TH A FUlL I lEAD OF WATER 10 BE suns THERE IS NO
FOREIGN MATTER IN l11E UNES. J}JE CONTRACTOR SHAll TEST l11E UNfS FOR
l..EAI<Af'...E BY MAINTAINING A R.JlL HEAD OF PRESSURE (100 PS~ FOR CNE HOUR 'MTIi
CAf'f'E:O E:Noo AFTER UNES AfIE COMPLETE.
lJINOSCAPE AND IfIAIGATiON SCllEOULE OF CONSTRUCTION EVENTS. SCllEDULE SHALL BE
COMPAEHE:NSlVE AND All~INCLUSlVE OF l1-lE CONTRACIOR'S SCOPE Of WORK AND SHAlL
BE COOAOINATEO WITH 1liE GENERAL CONTRACTOR'S SQ-lEDULE
16.AT ft#'( T1ME OURING TIlE ,NSTAUATION OF n~E IARJGATOO SYSITM BY TIE
CONTRACTOR. Tl-lE OWNER. Af1CI DTECT AND OR lANOSC.AI'E AnCl_TECT MAY VISIT 11-IE
SITE 10 MAKE <.f'FICI/Il INSPE:CTIONS. UPON REQ.JEST. ntE CON1R.AC10R WIl.L BE
REQUIRED TO UNCOVER SPECFIED WORt< />.S DIRE-CTEO BY TIiE INSPf-CTOR WmlOUT
COMPE:.NSATION. SltQI..U) Tl-lE MATEfllAL. WOI'lM1AN5H1P OR MentOO OF INSTAUATlON
NOT MEET l11E STANOAAOS SPECIf-1f::O HERElN. THE CONmACTOR SHAll IMMEDIAlB.. Y
REPlACE TI-lE WORJ< AT IllS OWN EXPENSE
'lEPRE:SE:N1A11VE PHOTOGIW'HS OF ALL TRU ~,AU:RlAlS SHOWING f'flCJf'OSED QUAliTY
AND SIZE UPON REQUEST,
SUBMITTAL SHAlL BE IN AN B-V.l" X 11" FOilMAT AND SHAlL BE PROVIDeO IN THi1EE
RING BINDERS WITH SEPARATE SECTlONS FOR EACH MEA. OF WORK f'i'lOVIDE rIVE (5)
COPIES FDR APPROVAL,
TIiE PAOJ[CT NAME AND LOCATION SHALL BE \..ABElH) ON n;e FRONT OF EACH BINDEfl
WITIi 11-IE CONTRACTOR'S NAME. N){)i'!ESS AND PHONE NUMBER USTEO ON TIE INSIDE
F1HST PAGE WITH l1-lE INDEX.
17.THE ov.NER OR HIS DESIGNATED REf'AESENTATNE wu. RESPONO WITIiIN TEN (10) DAYS
AfTER NOTIfICATION B'f TIiE CONTRACTOR OF COMPlETION FOR TI IE PURPOSE OF
MAI\lNG A FINAL INSPECTION OF THE SYSTEM. If fiNAL ACCEPTANCE IS NOT GMoN
AT ll-iIS INSPECTION, A 'PUNCH-VST" OF UNS,l.TJSrACTOR'f ITEMS Vv1lL BE f'AEPARED
FOR COMPI..ETOO BY 11-IE IRRIGATION CONTRACTOR. AT SLiCH TIME AS ALL "PUNa-!-
UST' tTI:lvlS HA\lE BEE:N COMPtE TEO AND APf'RO\Il:O BY l11E OWNER OR HIS DESIGNA TEO
REPRESENTATIVE,11-IE CONTRACTOR SI-W..l BE NOTifiED IN WAlTING OF FINN..
ACCEPTANCE. fINAL A<X;EPTANCE BY 11-IE OWNER Will NOT BE GIVEN UNTIL ALL
REQUIRED SUBM,nALS AND 'AS-aJlLr DRAWINGS HAVE BEEN lUflNEO O\1:R TO n;e
OWNEA AND UINO~E AACHlTECT
la.THE IflRlGATION CONTRACTOR SHAlL KEEP ONE flECORD SET OF BLUEUNE PRINTS OF
THE SPRINKLER SYSllJA IN GOOD OONOlTION AT 1liE SITE AND ~W1K O'N l11Q,f 1liE
EXACT 'RECORD" TIle CONTRACTOR S1Wl MAI<.E A DAlLY RECORD OF AlL 'vVORK
INSTALU::D OUHING EACH DAY PUlNS SHAlL 1N01CA1E l1-lE EXACT LOCATION OF CHECK
VAL~S, GATE VALVES. WIRE LOCATIONS, HEJIO LAYOUT, AUTOMATIC VAl~&OOXES,
QUiCK COUPU:AS, All JRAII"..ATION AND DRAlMGE ['1f'1NG. SLEEVES, ETC, LOCATIONS
FOR VAlVE BOXES SHALL BE SHOWN BY 11-iE lAJANGutA~ SYSTE.M OF MEASUflEMEN1S f-ROtA
EASilY IDENTIFIED PERMANENT fEATURES, SUCH N3 BUIlDINGS. CURBS, WAlKS, ETC,
DRAWINGS SliA.l..L SltOw APPROVED SU8STIl1JTIONS.lf />.NY, OF MA1EfllAL I
INClUDING I\.W'lUFACl\.Jf1EffS NAME AND CATALOOUE /'.lUMBER. UPON COMPLETOO, All
INFO'RMATION NOTED ON THE PRINTS SHN.J. BE TRA/'~TRAED TO A RUroOl.J(..'tElLE
MYlAR BY TIlE tXJNTRACTOR. DRAWINGS SlWl. BE TO :3CAlE AND ALL INFORMATION
SHAU.. BE HECORDEO IN I\N OflDE.RlY AND L.!:GIBLE I\W~. ON OR BU-OflE Fit...AL
INSF'ECTION.11-IE IRRIGATION CONTRACTOR SI-W..l DEUVER ONE (1) REPRODUCIBlE
MYl.AA AND TWO (2) SETS OF BLU8..JNE PRINTS OF TIE "RECORD" DRAWINGS 10 ltlE
LANOSCAf'E. ARCHIECT AND OWNEl'l'S N'..>E:NT n;e DEUVEHY OF l1-lE PflINTS SHALL NOT
RELIEVE THE CONTRACTOR CF lHE RESPONSlBUTY OF FURNISHING REOUIRED
INFOAMATOO THAT MAY IiA.VE BEEN OMIIT'ED, RETAlMGE SI-lAll [IE fiEI..EASE TO TIlE
CONTRACTOR ,.,TEA ntE "flECOAD' DOCUMENTS HA~ SEE:N SATiSFACTOHIl..Y flECE:lVED I:lY
TIiE OWNER ANO ALL OTHER ASPECTS OF HIS CONTRACT HAVE BEEN MET
:,.
S1f1! CO"TlII"'CTOR ~ALL .
~fMO~ ALL LlnE~
All() It 1oOe"'5I 11... T ERlAl $
,!tOn A"TINCt ISL.....O$
TREI! Olt SHRu8 RQOTeAlL
!lEI! PLAltTINCt OITM.$
II1PCItTfO eARJC IlULCH -
TTPlCAL
~
~
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!l
II1POIlTfO ToP5OlL
!lU !oPEOFICA TION'
CD TYPICAL PLANTER ISLAND DETAIL
NOSCAU
PRuHI! EXCES' rA/tC~
F ROil T REI I'lA S
~~L~.Ji ~S.TE
(oUT UIIlI! SlZU,
112 - IS TO ,. C....L. TREE$
11 - FIELO ,TOClC TREES
REe.... ST~I S4ZE~
'b2" - IS Tg ,. C.AL. TREU
2"x4" - 'lEl STOCK
!lURvETCR" FLAGGlNCt
TAPTI - I!A. 1IIl!.
PIlle !AJl!1( I1UlCH
r- TuRllC5\ICu.
I ~ FIIIlSH ~AOI
II 2x4"i!Jtj1k9
II !yp Ioil'J
P1...."T T AeLIT$
eAO:.FILL I1X
~: ~"-'ILL
11)(
IN$TAlL TuRllC5\IClClES FOR
flflO STOCI( ONL r
)--i" I!...RTH
~~~E~T ::: II
Cl' PL Alt T IN(, ~ , %
~lL .. .....
REMOVI ~ ~~
~AP ,1l0l'l
W~T~lL
00 HOT PLA"T lINO
dAPPEO TREU
@ TREE GUYING DET AIL
HO SCALI
IJ\IE OAKS Sl-iAlL BE f'l1OVIOlD [:lY A ',lOOTS PlUS' GAOWl:R
SUCH AS SlfWAATS TREE SERVICE - BAOOKi:.'VILLE. Fl
IllMO'VE OUIE:R AND LOWE:R
FRONOS l3{TORE TYING
Wmi OR<'.:.ANIC TWINE
HOTI!: ROOTeAlL SHALL
61 MIll. tt,K I THe OIA.
Cl' THI F' ALII 1 RuNIC
TRIM INNER fRONDS rroUND I3UO
10' HELEASE ,"{!:SSUHE ON 3UO
DURING INSA ll.LA. TION.
CUT AFTER 00 DAYS
..
iE
~
!
!
..
S-LATER' ~ ~IllAP
S-2-Xi" XlT 110OO eATTEN'
eAltOEO TO H1UItIC 18TH
2-)1i- STEEL 15AItO'.
TXi' ellACU )-nlll. TOE"AlL
FINISH ~AOI!
2-Xi' JC ". 11IOOO STAKES
PL.....T T ...eLIY$
~(;KFILL /1l)C
I I 5PE<;If"ICA T"'"51
I AND 5I!TTlI
eACVIlL 11)(
)--." (I,RTH ~AUCU AT PUII'IETER
0' PlAIITlNCt IllEll
3
PALM TREE PLANTING DETAIL
NO !le...L e
00 NOT 'CANDlESTICK'lRlM SABAlS PALMS
UNLESS SPEClrlCAilY CAl.LED FOR
ON TI IE IVINS
TIilIn lEGC.' lEAOU,
AltO PRUKI I"TO SHAPe
"'$ OlRECTEO OT
lAItOSCAPI ARCHITECT
REMOVI! POT I l5URlAP
T-)" PlKI eARl(
IlUL CH
on III
Ef:r
.. ~~
;:, 8~
eAC...."ll 11)(
~I! AHa !lETTlE
eACKFlll I"IX
, TillES
COIlTAlNU OIAMI!TER
@ SHRUB PLANTING DET AIL
1'10 5C All!
...
c
a
III
flVOOL I! AIIO 5ET Tl E
eACKFILl MIX
PREV AlLIIoIG IllNO
.
~eu lREI! TIE
A
III
, l( 2 )( 3'J"lOIolG 110OO
!lTMI!
)'-i" (A I!AIlT~ SAUCER
AT PERIIlETER 01' ~ll
flHISH (.I!AOI!
",lit
it
.....
.. :Ja.
;:, 8~
PLA"T T AeLI!TS
OAC"-'Ill I'll(
, TII'IE'
CONT AlMER DIAMETER
@) CONTAINER T8EE STAI'j~~G DETAIL
NO SCAlE
In"taN.' ADS coffdgatoo (Jlaln (.!ipc
before plapti"lg Trues.Palms, or spooman
itams. If grOJ1<..'wator is excessive
or soils <.II'e ~cavy clay rndrt or cO:1gklmerate
fill was llSad to bri'Y,j srte up to
y,i9had .Jrade,
~
l
uu OR 5H~ ROOTeALl
5U P1.A''T1101G OET AILS
HVJh GrO'Jnd
\^Illlor Table
...
c
~
~
....
!l
4" ADS Pipe
(p..>rfor alod)
Drain to rutootion pond or
vtl1ef klw area vI ,de
Nt8f~ative is to ;:>lX1C~ t....wj1 tI1e
day COllfi.lirlme~t lay'-... and drain
irlto sand layer
Crus"'.ed granIte
or slag, Do 'VJt use
:irr~stone or lirnEMoc.k
Install .Jrolmd t',e
ord of the 4' ADS "be
to ecour,JC !coe
drahage
@ PlANTING PH ROOTB/>.LL DRAIN
HO SCALI!
THIS DETAilS SHAll A?PlY rOR N I fUJR!. Y DRAINED
Sil<:S, Tl-iE IMfliMENT A TION OF TI 'IS DEl AIL SlIAlL
BE 11-IE AE'SPONSlBllIlY OF 11-IE LANOSCPE CONTAJ\CTOR
UPON ASSESSMENT OF l1iE EXIS:tNG SITE OONJ4TIONS
THE LANDSf..;A?E CONTRACTOR SHALl. t,jQT,FY rHE OWNER rIND LANDSCAPE ARCHI1ECT if
TIIESE POORlY DRAINED CONDITIONS ARE: rOUND DURING CONSTRUCTION
SPECIFICATIONS AND DETAILS
TERRA
TECTONICS
design group international. inc,
LANDSCAPE ARCHITECTS
LAND PLANNERS
URBAN DESIC3NERS
2011 CLEVELAND ST. SUITE E
TAMPA, FLORIDA 33606
FI. Reg, Lie, #: 254
813 258- 4504 ph,
813 258- 4604 Ix.
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~ob_No_09..:.349~_____~__
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