HomeMy WebLinkAbout2004 10 25 Regular 500
CITY COMMISSION
AGENDA
ITEM 500
October 25.2004
Meeting
Regular
x
f., MGR. Jff /Dept. /ff
REQUEST:
Community Development Department requesting the City Commission consider and approve a final
engineering/site plan with its associated aesthetic review for a 4,800 square foot transmission shop on a
1.589 acre tract along U.S. 17 - 92, north of Boat Lake and south of Shepard Road (more specifically,
just north of Cycle Riders and a group of small businesses, including Brucato's Window Tinting, Kids
Furniture Gallery, Boxes to Go, and a print shop - the site is immediately south of Five Points Motors),
PURPOSE:
The purpose of this Agenda Item is to request that the City Commission approve a final engineering/site
plan and aesthetic review for Apex Transmission on this 1.589-acre site. The site has an Industrial
Future Land Use designation and is within the C-2 Commercial zoning district.
APPLICABLE REGULATIONS:
Chapter 5, City Code.
Chapter 9, City Code.
Chapter 16, City Code.
Chapter 20, City Code.
Ordinance No. 2003-43
CONSIDERATIONS:
Site - The presently vacant wooded site along the east side of US 17-92 is located within a corridor
consisting largely of highway commercial type uses, although there is also a church within close
proximity - on the opposite side of 17-92. The P & Z Board and City Commission have considered this
general area of the City for inclusion into the newly adopted C-3 "Highway 17-92 Commercial" District
(adopted 7/12/04). Actual rezoning has not yet occurred.
There are no wetland, floodplain, specimen tree, or listed species issues associated with this site. The
survey depicts 2 invasive Chinaberry trees, which must be removed or exterminated during site
development. The tree protection barricade detail in the plans must be revised before the pre-
construction conference and the subsequent commencement of site work.
October 25, 2004
Regular Item 500
Page 2 of3
No traffic study was required for this use at this site due to the relatively low volume of traffic associated
with a transmission repair shop (Trip Generation. ih Ed.. Washington, D.C., Institute of Traffic
Engineers, 2003, Volume 3 of3, pages1781-1786). A 20 foot wide cross access-easement (as required
by the Comprehensive Plan) is proposed to allow eventual connection ofthe properties to the north and
south as they redevelop. The cross-access easement must be recorded before a certificate of occupancy
is issued for the building. A monument sign is depicted in the cross-access easement. The applicant
should consider that when the property to the north redevelops, this sign must be relocated at the
owner's expense (perhaps another sign location should be considered).
Aesthetic Review - The applicant's submittal includes a black and white rendering of how the shop will
look from 17-92 and the adjacent property to the south. The shop is proposed to be a 4,800 square foot
type IV construction metal and concrete building, which will include a 400 square foot office, 4 bays,
and a 1,200 square foot storage area. The building will be sprinkled for fire protection, A color pallet
for the building and awning are also provided. The proposed building and site appear to fit in harmony
with the established character of surrounding buildings in this segment ofthe 17-92. The site is not
within either of the SR 434 overlay districts or within the Town Center.
A dumpster pad enclosure is depicted on the site plan, at the eastern end of the vehicle accommodation
area. The enclosure must meet the requirements set forth in Section 9-281 of the City Code.
Signage was not provided and therefore must be approved separately, before a sign permit may be
issued,
FINDINGS:
1. The proposed final engineering/site plan is consistent with the City's Comprehensive Plan and Code
of Ordinances, except as noted below:
A. before being permitted for construction, the plan must be revised to require the proper tree
protection barricades (e.g. no rope) and
B. trees listed in Chapter 5 of the City Code as "Undesirable Trees" (see Appendix A of Chapter
5) must be removed during site work, pursuant to Subsection 5-9 (d) (2) thru (4) ofthe City
Code.
2. A cross-access easement, as depicted on the site plan, must be recorded prior to a certificate of
occupancy being issued for the building.
PLANNING & ZONING BOARD ACTION:
At its regularly scheduled meeting of October 6, 2004, the Planning and Zoning Board recommended
approval of the site plan.
RECOMMENDATION:
Staff and the Planning and Zoning Board recommend that the City Commission approve the attached
final engineering/site development plan subject to the conditions set forth in the "Findings" section,
above. Staff recommends approval of the building design as consistent and in harmony with the
2
October 25, 2004
Regular Item 500
Page 3 of3
established character of this segment of U.S. Highway 17-92 and therefore meeting the intent of
Ordinance No, 2003-43,
ATTACHMENTS:
A Architectural Renderings
B, Final Engineering Plans
CITY COMMISSION ACTION:
3
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CITY OF WINTER SPRINGS
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APPLICABLE CODES
2001 FLORIDA BUILDING CODE (110 MPH WIND ZONE, ASCE 7, 1998)
PLUMBING, MECHANICAL & GAS CODES
2001 FLORIDA FIRE PREVENTION CODE
1999 NATIONAL ELECTRICAL CODE
FLORIDA ACCESSIBILllY CODE (CHAPTER 11 OF FBC 2001)
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
APPLICABLE NFPA, STATE, FEDERAL AND LOCAL CODES AND ORDINANCES
UTILITY COMPANIES
SANITARY SEWER: CITY OF LONGWOOD
(407) 831-6175
WATER DISTRIBUTION: CITY OF LONGWOOD
(407) 831-6175
ELECTRICAL POWER: PROGRESS ENERGY
( 407) 646-8501
TELEPHONE: BELL SOUTH
( 407) 780-2800
FIRE/POLICE: CITY OF WINTER SPRINGS
GARBAGE: SEMINOLE COUNTY
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SEC._27 _ TWP. 23 RGE. 30
- - --
PARCEL 10: 28-20-30-5AS-0800-0120
N
PROJECT DIRECTORY
DEVELOPER/APPLICANT:
ENGINEER:
SURVEYOR:
WALTER DLUTZ
APEX TRANSMISSION
115 MINGO TRAIL
LONGWOOD, FLORIDA 32750
( 407) 331 - 7033
AMERICAN CIVIL ENGINEERING CO.
207 N. MOSS ROAD, SUITE 211
WINTER SPRINGS, FLORIDA 32708
J(OHN HERBERT, P.E.
407) 327-7700
ACCURIGHT SURVEYS OF ORLANDO, INC.
2012 E. ROBINSON STREET
ORLANDO, FLORIDA 32803
OFFICE (407) 894-6314
FAX (407) 897-3777
S~N, '!l,',_!il:'r"~ oJ '''r)'''''~j _
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PLANS ISSUED FOR:
FINAL CONSTRUCTION PLANS
SHEET
1
2
3
4
5
6
7
8
DATE
8/27/04
INDEX OF SHEETS
DESCRIPTION
COVER SHEET
GENERAL NOTES
MASTER SITE PLAN
PAVING, GRADING & DRAINAGE PLAN
SITE DETAILS
BOUNDARY & TOPOGRAPHY
UTILITY DETAILS
ARBOR PLAN
AMERICAN CIVIL
ENGINEERING CO.
207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 ,.
(407) 327-7700
GENERAL CONSTRUCTION NOTES:
1. THE FOLLOWING GENERAl. NOTES APPLY TO 1U CONSTRUCTION 1>S DEPICTED
ON THE SITE CONSTRUCTION PlANS.
2. AU. PROPOSED SITE CONSTRUCTION SIW..L BE PURSUANT TO INFORMATION
SHOWN ON THESE PlANS 1>S APPROVED BY lHE CI1Y OF WINTER SPRINGS.
3. AU. CONSTRUCTION SIW..L COMPLY WITH THE APPLICABLE STATE. FEDERAL. AND
LOCAL CODES. ALL NECESSARY UCENSES AND PERMITS SIW..L BE OBTAINED
BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY
THE OWNER. IT WILL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO INSURE
THAT AU. REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB
SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL
ABIDE BY ALL CONDmONS CONTAINED THERE IN.
4. Nf( PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PlAN
SHALL BE APPROVED BY lHE CI1Y OF WlNI'ER SPRINGS AND THE ENGINEER PRIOR TO THE
~GE BEING MADE IN THE FIElD.
5. ALL WORK AND MATERIALS FURNISHED SIWl. BE IN REASONABLE CONFlRMITY WITH
THE UNES. GRADES, GRADING SECTIONS. CROSS SECTIONS. DIMENSIONS. MATERIAL
REQUIREMENTS AND TESTlNG REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT.
PlANS. OR SPECIFICATIONS.
6. Nf( DISCREPANCY BETWEEN THE DIMENSIONS AND MEASUREMENTS SHOWN ON THE
PLANS AND THE ACTUAL FIElD CONDITIONS SIW..L IMMED"'TELY BE BROUGHT TO THE
ENGINEER'S ATTENTION. FAILURE TO DO SO AND TO CONTINUE CONSTRUCTION SIW..L
MAKE THE CONTRACTOR COMPLETELY UABLE FOR WHATEVER ERRORS AND/ OR
PROBl..EMS THAT MAY SUBSEQUENTlY ARISE.
7. ALL IMPROVEMENTS SHOWN ON THESE PlANS SIWl. BE CONSTRUCTED IN
SUBSTANTIL CONFORMANCE WITH INFORMATION SHOWN ON THESE PlANS. Nf(
CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SIWl. BE BROUGHT TO
THE ATTENTION OF THE ENGINEER PRIOR TO FIElD CHANGES. MINOR ADJUST-
MENTS CAUSED BY VARYING FIELD CONDmONS. INClUDING CHANGES AND
DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE
ENGINEER F IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET.
8. THE EXISTANCE AND LOCATION OF EXISTING UNDERGROUND UTlUTlES ARE NOT
GUARANTEED AND SIWl. BE INVESTIGATED AND VERIFIED IN THE FIELD BY
THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES
NO RESPONSIBlUTY FOR ACCURACY OF LOCATION OF EXISTING UTlUTlES SHOWN OR
NOT SHOWN ON THESE PlANS. PRIOR TO THE START OF Nf( CONSTRUCTION
ACTMTY IT SHALL BE THE CONTRACTORS RESPONSlBIUTY TO NOTIFY THE VARIOUS
UTlUTlES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR Nf( RELOCATIONS
OF THESE UTlUTlES WITH THE OWNER OF THE UTlUTY.
9. THE CONTRACTOR SHAI.L BE RESPONSIBLE FOR Nf'( AND ALL COST WHICH MAY
OCCUR DUE TO Nf'( DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING
UTlUTIES STRUCTURES OR PROPERTY. THE CONTRACTOR SHALL COVER THE
ENTIRE COSTS OF REPAIR AND/OR REPlACEMENT OF SAID DAMAGES.
10. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN ARrAS OF BURIED
UTlUTlES. AND SHAI.L PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTlUTY COMPANIES. IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTlUTlES. IN NNANCE OF CONSTRUCTION. BY CALLING -SUNSHINE.
AT 1-800-432-4770. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTlUTlES NOT INCLUDED IN THE "SUNSHINE- PROGRAM.
11. CHAPTDl 77-153 OF THE flORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY
ALL GAS UTlUTlES A MINIMUM OF lWO WORKING DAYS PRIOR TO EXCAVATING.
MAPS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND 00 NOT SHOW
SERVICE UNES. THE ONLY SAFE AND PROPER WAY TO LOCATE EITHER MAINS OR
SERVICE UNES IS BY AN ON SITE INSPECTION BY THE RESPECTIVE GAS
PERSONNEL THEREFORE, EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE
RESPECTIVE GAS COMPNf'( TWO WORKING DAYS BEFORE ENTERING A
CONSTRUCTION ARfA.
12. ALL HORIZONTAL LAYOUTS FOR SITE CONSTRUCTION SHALL BE BASED ON THE
APPROVED PlAN AND/OR PlAT, AND PERFORMED BY QUALIFIED PERSONEL
13. ALL ELEVATIONS REFER TO THE DATUM 1>S INDICATED ON THE SURVEY (BY OTHERS).
14. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID
DISTURBING Nf( EXISTING SURVEY MONUMENTS. Nf( MONUMENT DISTURBED
BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY
THE PROJECT SURVEYOR.
15. THE CONTRACTOR SHALL HIRE A PROFESSIONAl TESTlNG lABORATORY 1>S
NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION.
16. THE CONTRACTOR SHALL NOTIFY AMERICAN CML ENGINEERING COMPANY 24
HOURS IN NNANCE PRIOR TO Nf'( TESTING 1>S INDICATED IN ITEM No. 15
/4BOVE.
17. THE CONTRACTOR SHALL NOTIFY ALL APPROPR"'TE UTlUTY COMPANIES OF
THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD
REQUIREMENTS; INCLUDING BUT NOT UMITED TO WATER. SEWER. POWER.
TELEPHONE. GAS AND CABLE 1V COMPANIES. THE CONTRACTOR SIW..L
COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO
SUB-BASE CONSTRUCTION.
18. UPON NOTICE FROM THE CONTACTOR THAT CONSTRIJCTION IS COMPLETE AND
19m FOR ACCEPTANCE. THE ENGINEER SHALL MAKE FINAl INSPECTION
AND NOm THE CONTRACTOR AND OWNER OF ALL INCOMPlETE AND/OR
DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE
SATlSFATlON OF THE ENGINEER AND OWNER. AU. REGULATORY AND GOVERNMEN-
TAL AGENCIES WHICH REQUIRE FINAl. INSPECTIONS SHALL HAVE BEEN CONTACTED
BY THE CONTRACTOR N<<) HAVE INSPECTED AND APPROVED THE PROJECT PRIOR
TO ACCEPTANCE BY THE OWNER.
19. THE CONTRACTOR SHALL PROVIDE COMPLETE -1>S-BUILT" INFORMATION TO
THE ENGINEER RELATIVE TO THE LOCATION OF ALL WATER UNES, WATER
SERVICES. VALVES. SEWER UNES. SEWER SERVICES. STORM SEWER UNES.
INVERTS OF STUCTURES, FINAL RETENTION ARrAS, FINISH PAVEMENT GRADES AND
CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE -1>S-BUILT" RECORDS
SIW..L BE KEPT AT THE JOB SITE AND UPDATED 1>S THE PROJECT PROGRESSES
ONE (1) SET OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE ENGINEER.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL LANDSCAPE
BUFFERS AND RETENTION AND DETENTION FACILITIES UNTIL THE WORK twi BEEN
ACCEPTED BY THE OWNER. ALL DISTURBED ARrAS SIW.l. BE RETURNED TO THEIR
ORIGINAl CONDITION.
21. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL. STATE AND LOCAL LAWS AND
REGUlATIONS CONTROWNG POLLUllON OF THE ENVIRONMENT.
22. Nf'( FUEL STORAGE ARrAS SHALL HAVE PRIOR OWNERS APPROVAL AND APPROPRIATE
MEASURES SHALL BE TAKEN TO INSURE PROTECTION OF GROUNDWATER AND
SOIL RESOURCES.
23. THE DESIGN AND ENGINEERING OF THIS PROJECT IS BASED ON INFORMATION SUPPUED
BY OTHERS. EASEMENTS OR OTHER ENCUMBRANCES. WHICH MAY EXIST AND NOT SHOW
ON THE SURVEY ARE NOT THE RESPONSABIUTY OF THE ENGINEER.
24. EXITING SOILS CONDITONS WHICH DIFFER FROM THE SOILS REPORT SIW.l. BE BROUGHT
TO THE ATTENTION OF THE ENGINEER AT TIME OF DlSCCMRV.
25. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DENOUTION AND REMOVAL OF ALL
UNDERGROUND AND M>>IE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW PACIUTlES. SHOULD Nf'( DISCREPANCIES EXIST WITH THE PLANS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG THE OWNER AND REQUESTlNG
A aAAlFlCATION OF THE PLANS PRIOR TO DEMOUTION.
26. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SIW..L BE DISPOSED, OF
OFF-SITE IN ACCORDANCE WITH APPUCABLE REGULATIONS.
27. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS AT
THE CONSTRUCTION SITE SAFElY.
28. WORK PERFORMED UNDER THIS CONTRACT SIW..L INTERFACE SMOOTHLY WITH OTHER WORK
BEING PERFORMED ON SITE BY OTHER CONTRACTOR TO COORDIMATE AND SHEDULE HIS
AC1MTIES, WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTlUlY COMPANIES.
C:\ACllWIN\PROJECT-A\04080\D\D04080SHT2NOTES.dwg, 8/3/2004 3:35:03 PM, User257, 1:20
EARTHWORK:
1. EXISTING TOPOGRAPHY AND CONTOURS ARE BASED ON THE SURVEY (BY KITNER SURVEYING).
2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED 1>S REFERENCED BELOW. Nf'(
CONFUCT BETWEEN INFORMATION WITHIN THE RERORT AND THESE CONSTRUCTION
PlANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE
CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING.
GEOTECHNICAL ENGINEER: DYNAMIC TESTING & ENGINEERING
REPORT No.(S):
DATED:
3. THE CONTRACTOR SIWl. READ AND ADHEAR TO ALL RECOMENDATIONS CONTAINED
IN THE SOILS REPORT.
4. EXISTING TREES. PlANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED 1>S
PART OF THE LANDSCAPING SHAI.L BE CAREFULLY PROTECTED DURING
CONSTRUCTION. WHERE TREES. PLANTS OR SHRUBS ARE Al)JACENT TO THE
CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAl..
CONDITIONS OF THE VEGETAION.
5. DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE
AND PROPER SOIL EROSION CONTROL MrASURES. 1>S NECESSARY.
6. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANE WITH
SECTION 110 OF flORIDA DEPARTMENT OF TRANSPORTAlON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDmON.
7. ALL EXCAVATION AND EMIW!KMENT SHAI.L BE PERFORMED IN ACCORDANCE TO
WITH SECTION 120 OF THE flORIDA DEPARTMENT OF TRANSPOTATlON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDmON.
8. ALL FILL ARrAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED
IN 12 INCH UFTS (MrASURE PRIOR TO COMPACTION) TO 95" MAXIMUM
DENSITY PER AAS.H.T.O. T-180.
9. ALL DISTURBED AREAS SHALL BE SEEDED AND MtA.CHED UNLESS OTHERWISE
NOTED ON THESE PlANS. ALL GRASSING SHAI.L BE PERFORMED IN ACCOR-
DANCE WITH SECTION 570 OF flORIDA DEPARTMENT OF TRANSPORTAlON
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDmON.
10. ALL DESIGNATED ARrAS TO BE SODDED PER THE PlANS. SHALL BE PERFORMED
IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION. LATEST EDmON.
11. THE CONTRACTOR SHALL NOT COMPACT. STABIUZE, OR CONSTRUCT BASE
COURSE WITHIN LANDSCAPE ISlANDS OR MEDIANS.
12. FINISH flOOR ELEVATIONS ARE TYPICAl..LY 6 INCHES M>>IE DESIGN FINISHED
GRADE AT OUTSIDE PERIMETER OF BUlDINGS EXCEPT AT ENTRIES AND WHERE
OTHERWISE SHOWN ON THE GRADING PLAN.
13. THE CONTRCATOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST,
MUD AND EROSION DURING CONSTRUCTION AND SHAI.L PROTECT ALL ADJACENT
PROPERTIES AND RIGHTS-OF-WAY FROM DAMAGE BY EROSION, SEDlMENTAlON
OR OTHER POTENTIAL CONSTRUCTION RElATED CAUSES.
14. IT IS THE CONTRACTOR'S RESPONSIBITY TO DETERMINE EXISTING SITE CONDmONS
OF SOIL TO DETERMINE IF Nf( OFF-SITE MATERIALS WILL NEED TO BE IMPORTED TO
ACHIEVE THE GRADES SPECIFIED ON THE PLANS.
15. ALL EXCESS FILL FROM THE SITE SHALL BE STOCKPILED BY THE CONTRACTOR, IN A
LOCATION DETERMINED BY THE OWNER OR THE OWNER'S REPRESENTATIVE AND THE
ENGINEER.
16. ALL ARrAS INDICATED SHALL BE COMPLElUY ClEAR OF AU. TIMBER. BRUSH, STUMPS
ROOTS, GRASS. WEEDS. RUBBISH. AND ALL OTHER DEBRIS AND OBSTRUCTIONS RESTING
ON OR PROTRUDING THROUGH THE SURFACE OF THE GROUND.
17. PRIOR TO BID PREPARATION. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE
OVERALL SITE CONDITIONS AND PERFORM ADDmONAL INVESTIGATIONS 1>S DETERMINED
NECESSAAY TO UNDERSTAND THE UMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT
AREAS. ADEQUACY OF EXISTING MATERIALS 1>S FILL. DEVATERING REQUIREMENTS. CLEAN
FILL REQUIRED FROM OFF-SITE AND MATERIAI.S TO BE DISPOSED OF OFF-SITE, ALL
OF WHICH WILL AFFECT HIS PRICING. Nf( DElAY. INCONVENIENCE OR EXPENSE
CAUSEDTO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING
CONDmONS SHAll. BE INCIDENTAL TO THE CONTRACT. AND NO EXTRA COMPENSATION
WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING
CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE 1>S BACKFILL. AND THE CONTRACTOR
MAY HAVE TO IMPORT MATERIAI.S. AT NO EXTRA COST. FROM OFF-SITE TO MEET THE
REQUIREMENTS FOR COMPACTION AND PROPER FU.
DRAINAGE:
1. ALL DRAINAGE RElATED CONSTRUCTION SHALL BE PERFORMED IN ACCORMNCE
WITH ST. JOHNS RIVER WATER MANAGEMENT DISTRICT. PERMIT ISSUED FOR THIS PROJECT.
2. ALL DRAltW'.E RElATED CONSTRUCTION SIW..L BE PERFORMED IN ACCORMNCE
WITH F.D.O.T. PERMIT ISSUED FOR THIS PROJECT.
2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
F.D.O.T. STANOARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
LATEST EDmON.
3. THE NJfNE F.D.O.T. CONSTRUCTION DETAILS ARE HEREBY INCORPORATED
THESE PlANS BY REFERENCE.
4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER-
UNES OF DRAINAGE STRUCTURES AND FROM INVERSE OF HEADWALLS AND
MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS
WHEN BIDDING MITERED END SECTIONS.
5. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE
PIPE (ASTN C-76. a.ASS III) OR ALUMINIZED srm. TYPE 2 C.M.P..
IF ALLOWED BY LOCAL AUTHORITY.
PAVING:
1. ALL PAVEMENT CONSTRIJCTION SIWl. BE IN ACCORDANCE WITH THE CIJY OF WINTER SPRN;S
CURRENT CONSTRUCTION SPECIFICATIONS.
2. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHAI.L BE
GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE flOW
ARROWS ON THE PlANS AND TO PROVIDE A SMOOTHLY TRANSmONED DRMNG
SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GfW)E, AND NO UNUSUALLY
STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND
ENTRANCE AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE STAKED IN
THE RELD AT DIFFERENT GRADES THAN THE CENTERUNE GRADES SHOWN
ON THE PLANS. IN THESE AREAS. IT MAY N...SO BECOME ADVISABLE TO MAKE
MINOR LOCAL FIELD Al)JUSTMENTS IN THE PAVEMENT GRADES TO ACCOMPUSH
THE PURPOSES OUTUNED.
3. IT MAY BE NECESSARY TO FIElD ADJUST PAVEMENT ELEVATIONS TO PRESERVE
THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO
COORDINATE WITH OWNER'S ENGINEER PRIOR TO Nf( ELEVATION CHANGES.
4. PRIOR TO CONSTUCTlNG CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT
A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL
5. THE CONTRACTOR IS TO PROVIDE A 1/2. BITUMINOUS EXPANSION JOINT MATERIAL
AT ABlJTMENT OF CONCRETE AND Nf( STRUCTURE.
6. ALL PAVEMENT MARKINGS SHAI.L BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12 OR 971-13. PARKING STALL
STRIPING TO BE 4- WIDE PAINTED WHTE STRIPES.
7. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAl.. WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEV.v.!ON AND THE TOP OF THE PIPE OR BELL IS
~IBmA~~~ErAl~ EXTRA BASE FOR CROSS CULVERTS UNDER
8. CURBING SIW.l. BE CONSTRUCTED WHERE NOTED ON THE CONSTRUClION PlANS.
CONCRETE FOR CURBS SIW..L BE DEPARTMENT OF TRANSPORTATION ClASS
"I- CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 3000 PSI. ALL
CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SIW..L BE CONSTRUCTED
AT INTERVALS NOT TO EXCEED 10'-0- ON CENTER. CONSTRUCTION OF CURBS
SHAI.L BE IN CONFORMANCE WITH FOOP STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUClON (1991) SECTION 520 AND DETAIlS PRO'v1DEO ON THE
CONSTRUCTION PlANS.
9. PAVEMENT MARKINGS AND SIGNAGE SIW..L BE PROVIDED 1>S SHOWN ON THE
CONSTRUCTION PlANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR.
SIGNAGE SHALL BE IN CONFORMANCE WITH MUTeD (LATEST EDITION). A 14 DAY
PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO APPLICATION OF' THE PAVEMENT
MARKINGS. REFlECTIVE PAVEMENT MARKINGS SHALL BE INSTAU.ED IN ACCORDANCE WITH
FDOP INDEX NO. 17352.
10. A MINIMUM OF 2-WAY ONE lANE TRAFFIC SHALL BE MAINTAINED IN THE WORK SITE AREA.
ALL CONSTRUCTION WARNING SIGNAGE SHALL BE IN PlACE PRIOR 10 COMMENCEMENT
OF CONSTRUCTION AND BE MAINTAINED THROUGHOUT CONSTRUCTION. ACCESS SHAI.L
BE CONTINUOUSlY MAINTAINED FOR ALL PROPERTY OWNERS SURROUNDING THE WORK ARfA.
UGHTED WARNING DEVICES ARE TO BE OPERATIONAl. PRIOR TO DUSK EACH NIGHT DURING
CONSTRUCTION.
PAVING SPECIFICATIONS - ASPHALT SURFACE/U1MEROCK BASE:
1. SPECIFICATIONS FOR THE PARKING AREA AND DRIVES ARE 1>S FOllOWS:
SUB-eASE REQUIREMENTS: FOR UMEROCK BASE
A). COMPACT TO 95" OF MSHTO T-180 FOR TOP 12- AND STAB. TOP 6.
B). STABlUZE TOP 6- TO 50 PSI FlORIDA BEARING VALUE UNDER CURBS.
BASE REQUIREMENTS:
UMEROCK THICKNESS · 8-
A). COMPACTED TO 95" OF MAX. DENSITY 1>S DETERMINED BY
AASHTO T -180
SURFACE COURSE:
1.50- FOOT 1>SPHALT CONCRETE TYPE S-1
PAVING SPECIF1CATlONS-ASPHALT SURFACE/SOIL CEMENT BASE
SPECIFICATIONS FOR THE PARKING AREA. AND DRIVE WAY ARE 1>S FOllOWS:
SUB-BASE REQUIREMENTS: FOR SOIL CEMENT BASE
A). COMPACT TO 951 OF' MSHTO T -180 FOR TOP 12-
B). STABIUZE TOP 6- TO 50 PSI flORIDA BEARING VALUE UNDER CURBS.
~C ~~%~ESS · 6-
A). COMPACTED TO 95" OF MAX. DENSITY 1>S DETERMINED BY
MSHTO T-l80
SURFACE COURSE:
1.50- FOOT 1>SPHALT CONCRETE TYPE S-1
1. EROSION CONTROL PLAN - Nf'( MODIfiCATIONS TO THIS PLAN MUST BE
SIGNED AND SEALED BY A PROFESSIONAl ENGINEER REPRESENTING THE
CONTRACTOR. THE MODIFICATIONS MUST BE APPROVED BY THE DEPT.
AND THE PERMlmNG~. NO CONTRACT DElAYS WILL BE AU.OWED
FOR SUCH MODIFICATIONS OR APPROVALS.
2. OUTFALL PROTECTION - PROJECT PIPE OR DITCH DISCHARGES INTro OFF-
SITE OUTFAUS SHALL BE INSPECTED DAILY FOR POSSIBLE SEDlMElNT BUILD-
UP OR TRANSPORT. OUTFALLS SHALL BE PROTECTED THROUGH USE OF
ENVIRONMENTAL CONTROL FEATURES 1>S NECESSARY TO CONTAIN Nf( SEDlI-
MENT LOSS TO THE IMMEDIATE AREA OF THE PROJECT. Nf( SEDIMENT
BUILDUP OR TRANSPORT OFF-SITE SIW..L BE THE CONTRACTOR'S RESPONSI-
BlUTY TO REMEDY. THE CONTRACTOR SHAI.L USE APPROPR"'TE FEAlURES 1>S
DIRECTED BY THE PROJECT ENGINEER FOR OUTFALL PROTECTION.
3. SLOPE PROTECTION - ANY DISTURBED OR REWORKED SLOPES 3:1 OR
GREATER SHAI.L BE ADEQUATELY PROTECDTED FROM EROSION THROUGH
THE USE OF TEMPORARY SOD[)flG UNTIL PERMANENllY STABIUZED
SUCH SLOPES SHALL NOT BE LEFT UNPROTECTED MORE THAN 24 HOURS
OR DURING RAINFALL EVENTS.
4. HAY BALES - THESE SIW.l. BE PLACED AT THE BASE OF Nf( SLOPE WHERE A
RAINFALL EVENT COUlD ERODE A SLOPE AND TRANSPORT SEDIMENTS OFF-
SITE. BALES SHALL BE DOUBLE STAKED IN ACCORDANCE WITH STANDARDS
INDEXES. IF EROSION DEPOSITS REACH THE TOP ELEVATION OF EXIsnNG
BALES. THEN SEDIMENlS SHOULD BE REMOVED. Nf( DAMAGED OR INEf-
FECTIVE BALES ARE TO BE REPlACED WITH NEW ONES. THE LOCATION OF
HAY BALES INSTALLATION SHALL BE 1>S DIRECTED BY THE PROJECT MANAGER.
5. A. BACK OF SIDEWALK OR MEDIAN INLETS - THESE SHALL BE PROJECTED
FROM SEDIMENT INTAKE UNTIL PROJECT IS COMPLETE. ELEVATION OF GROUND
OUTSIDE INLET TOP SHALL NOT BE HIGHER THAN INLET TOP. HAY BALES
SHALL BE INSTALLED AROUND INLET TOP. A SECOND ROW OF BALES SHALL
BE PLACED AROUND INLET APPROXIMATaY 4 - OUTSIDE FIRST ROW. BElWEEN
ROWS THERE SHAI.L BE A DEPRESSIONS TO ACT 1>S A SEDIMENT BAS".
COMPLETED INLETS IN PAVED ARrAS SIW.l. ALSO BE PROTECTED WITH A SINGLE
UNE OF BALES TO PREVENT SEDIMENT INTAKE FROM OTHER AA9S.
B. CURB INTAKES - THESE INlElS SHALL BE PROTECTED FROM :SEIlIMENT
INTAKE UNTIL THE PROJECT IS COMPLETE. A SILT FENCE (TYPE 1111) SHALL
BE PLACED AROUND THE PERIMETER OF THE INLET OPENING It.t.tEIDIA1D.Y
ADJACENT TO THE EDGE OF THE INLET. ALL EXPOSED SLPED MATERW.. ,6DJ6,CENT
TO INLET SHALL BE COVERED WITH EROSION CONTROL MATTING WITH OUTER
UMITS PROTECTED BY A SINGLE ROW OF HAY BAI.ES.
6. STOCKPILED MATERIALS - THIS MATERIAl.. SIW..L NOT BE LEFT IN IEROSION
PRONE ARrAS UNLESS PROTECTED BY COVER OR HAY BALES.
7. DAILY INSPECTION - OF ALL EROSION CONTROL MEASURES AND CONDITION
OF ADJACENT PROPERTIES SHAI.L BE PERFORMED BY THE CONTRNCTOR
REPRESENTATIVE AND THE ENGINEER OF RECORD. DEFICIENCIES SHAll. BE
NOTED AND CORRECTED. OR AT THE DIRECTION OF THE ENGINEER OF RECORD.
PAVING SPECIACATlONS -CONCRETE
1. SPECIFICATIONS FOR THE PARKING AREA AND DRIVES ARE 1>S FOllOWS:
SUB-BASE REQUIREMENTS FOR: CONCRETE PAVEMENT
A). COMPACT TO 95" OF MSHTO T-180 FOR TOP 12- AND STAIB. TOP 6-
B). STABlUZE TOP 6- TO 75 PSI FlORIDA BEARING VALUE.
BASE REQUIREMENTS: (N/A. SEE ABOVE)
PAVEMENT:
5.00- OF 3000 PSI CONCRETE WITH 6-6X1 0-1 0 WWF (AUTOM01ilVE ARrAS)
(UGHT BROOM FINISH & SAW CUT 3/4- CONTROl. JOINTS AT 10' GRIDS)
EROSION CONTROL:
1. APPROVED EROSION AND SEDIMENT CONTROL MrASURES SHAI.L BE INSTAllED
PRIOR TO Nf( CLEARING, GRADING. EXCAVATION, FlWNG OR OTHER LAND
DISTURBlING ACTMTIES. EXCEPT THOSE OPERATIONS NEEDED TO INSTALL SUCH
MrASURES OR UNDERGROUND UTlUTlES INSTALLATIONS.
2. DURING CONSTRUCTON. THE CONTRACTOR SIW..L TAKE ALL REASONABLE
MEASURES TO INSURE AGAINST POLLUTING. SR.TlNG OR DISTURBING TO SUCH
AN EXTENT 1>S TO CAUSE AN INCRrASE IN TURBIDITY TO THE EXISTING
DRAINAGE SVSTEM AND ADJACENT WATER BODIES AND WETlANDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT
CONDITIONS RELATED TO SUCH MrASURES. METHODS MAY INCLUDE BUT ARE
NOT UMITED TO, flOATING SILT BARRIERS. SEDIMENTATION BASINS. SEDIMENT
CHECK DAMS. SILT FENCES. HAY BAILS. THE MrASURES SHOWN ON THESE
PlANS SHAI.L BE CONSIDERED MINIMUM AND SHAI.L NOT DEVIATE THE
CONTRACTOR FROM THE RESPONSIBILTY TO IMPLEMENT Nf'( MrASURES
NECESSARY TO PROVIDE PROTECTION. EROSION. SEDIMENTATION
AND TURBIDITY.
3. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTAllED AND
MAINTAINED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL (LATEST
EDITION).
4. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED DAILY BY
THE CONTRACTOR AND NEEDED REPAIRS OR MAlNTNANCE SHALL BE COMPLETED
BEFORE WORK STOP FOR THE DAY.
5. TEMOPORARY SEDIMENT TRAPS ARE ACCEPTABLE 1>S LONG 1>S THE INLET IS
PROPERLY SCREENED WITH HAY BALES AND LOW ENOUGH IN ELEVATION FOR
RUNOFF TO ENTER THE STRUCTURE.
6. ALL EROSION AND SEDIMENT CONTROL MrASURES SHALL BE CONTINUOUSLY
MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THIS
PROJECT UNTIL ACCEPTED BY THE OWNER.
7. FAILURE TO PROPERLY INSTALL AND MAINTAIN EROSION CONTROL PRACTICES
COULD RESULT IN CONSTRUCTION BEING HALTED.
8. SEDIMENT BARRIERS SIW.l. MEET D.O.T STANDARDS.
9. EROSION CONTROl. MrASURES WILL BE MAINTEAINED AT ALL TIMES. ADDmONAI..
EROSION AND SEDIMENT CONTROL MrASURES WILL BE INSTALLED IF DEEMED
NECESSARY BY ON SITE INSPECTION BY THE ENGINEER OF RECORD.
10. ALL SEEDING FOR TEMPORARY STABIUZATlON SHALL BE DONE 1>S EACH AREA
IS MADE READY.
CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM-
WATER DISCHARGE POINTS:
A. CONTRACTOR TO INSTALL FOOT TYPE III SILT FENCES AT SITE DISCHARGE POINTS.
B. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE AND
OUTFALL PPES AT INITIAl.. STAGES OF CONSTRUCTION.
C. ALL GRADING OPERATIONS SIWl. BE PERFORMED WITHOUT DElAY OR
PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET.
ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED
SOON AFTER GRADING IS COMPLETED.
DRY POND '" SWALE RETENTION AREAS:
1. THE CONTRACTOR SIW..L INSPECT ALL EROSION AND SEDIMENT CONTROL
SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND
FIElD CHANGES. BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO
BE CHECKED AFTER RAINFALL EVENTS FOR EROSION PROBLEMS.
2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL
SYSTEMS 1>S REQUIRED FOR CONTINUED FUNCTION. RE -GRADE IF REQUIRED.
TO MAINTAIN DESIGN CONFIGURATION. ADD SOD AND SILT FENCES 1>S
REQUIRED TO PREVENT SILTATION FROM EXmNG THE SITE.
3. MOW RETNTION MEJS REGULARLY TO MAINTAIN WEED AND OVERGROWTH
CONTROL
4. INSPECT RETENTION AREAS PERIODICAl..LY FOR ACCUMUlATION OF DEBRIS
AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION
ARrAS AND CONVEYANCE SWAI..ES.
5. ~fwr~ON AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT
6. PERCOLATION PERFORMANCE SIW.L BE EVALUATED YEARLY FOR EACH DRY
RETENTION ARE. THE RETENTION ARrAS SHALL PERCOlATE STORED WATER
WITHIN 72 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. BOTTOM
MAlNTNANCE SHALL BE PERFORMED 1>S REQUIRED BY EXERCISING THE FOLLOWING
PROCEDURE:
A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND
SCARIFY EXCAVATED BOTTOM.
B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAl.. TO
DESIGN GRADE AND SEED AND MULCH PER ORIGINAL. DESIGN.
IN PIIAII~ -OF-WAY:
1. ALL LOCAL. STATE AND FEDERAL ORDINANCES. POLICIES AND OR OTHER
REGULATIONS REGARDING TEMPORARY BARRICADES, UGHTS, SIGNALS. SIGNAGE,
ETC.. SHALL BE THE RESPONSlBlLTY OF THE CONTRACTOR. SAFE AND
CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT
SIW.l. BE MAINTAINED BY THE CONTR1CTOR.
2. PRIOR TO COMMENCING WORK THE CONTRACTOR SHALL FURNISH. ERECT AND MAINTAIN
ALL BARRICADES. WARNING SIGNS. AND MARKINGS FOR HAZARDS AND THE CONTROL
OF TRAFFIC IN REASONABLE CONFORMITY WITH THE MANUAl. OF UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS OR 1>S DIRECTED BY THE FOOT I: WMER SPRtm
TRAFFIC ENGINEER SUCH 1>S TO EFFECTIVELY PREVENT ACCIDENTS IN ALL
PlACES WHERE THE WORK CAUSES OBSTRUCTIONS TO THE NORt.tAL TRAFFIC OR
CONSTfMES IN N<< WAY A HAZARD TO THE PUBLIC.
3. THE CONTRACTOR SIW.L. CONTROL HIS OPERATIONS AND THOSE OF HIS SUBCONTRACTORS
AND ALL SUPPUERS. TO ASSURE THE LEAST INCONVIENENCE TO THE TRAVEUNG PUBUC.
THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED MOVEMENT OF VEHICUlAR
TRAFFIC AND SHALL UMIT HIS OPERATIONS FOR THE SAFElY AND CONVENIENCE OF
THE TRAVEUNG PUBUC. UNDER ALL CIRCUMSTANCES, SAFElY SHAI.L BE THE MOST
IMPORTANT CONSIDERATION.
4. THE CONTRACTOR SHALL COMPLY WITH ALL LEGAL LOAD RESTRICTIONS IN THE HAUUNG
OF MATERIALS IN PUBUC ROADS BEYOND THE UMITS OF THE WORK. A SPECIAL
PERMIT WILL NOT REUEVE THE CONTRACTOR OF UA8IUTY FOR THE DAMAGE WHICH MAY
RESULT FROM THE MOVING OF MATERIAL AND EQUIPMENT.
5. ALL STRIPING SHALL BE THERMOPlASTIC AND SWU MEET THE REQUIREMENTS OF FOOT
SPECIFICATIONS AND SUPPLEMENTS.
6. REPLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FOOT SPECIFICATIONS
AND SUPPLEMENTS.
7. ALL SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FOOT
SPECIFICATIONS AND SUPPLEMENTS.
8. REFlECTIVE PAVEMENT MARKERS SHALL BE PlACED IN ACCORDANCE WITH FOOT STANDARD
INDEX NO. 17346
9. STRIPING WITHIN FOOT RIGHT-OF-WAY SHALL BE PlACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17346.
10. SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 11860 AND SHALL BE PlACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17302.
11. SIGNING AND STRIPING WITHIN FOOT RIGHT-OF-WAY SIW.l. BE IN ACCORDANCE WITH
THE MANUAl.. ON UNIFORM TRAFFIC CONTROl. DEVICES (MUTCD).
12. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY SHALL CONFORM TO:
A.) flORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION (1991).
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TfW'FlC DESIGN STANDARDS
CONSTRUCTION, MAINTENANCE AND UTlUTY OPERATIONS FOR STREETS AND HIGHWAYS
ON STATE MAINTAINED SYSTEMS. (JAN. 95') (AI<k STANDARD INDEX). COMPLIANCE
WITH ALL APPLICABLE INDICES IS REQUIRED.
13. THE MAINTENANCE OF TRAFfIC IS TO BE PER FOOT INDEX NO. 600 AND NO. 623.
SAE:En1.
1. DURING THE CONSTRUCTION AND/ OR MAINTENANCE OF THIS PROJECT. ALL SAFETY
REGULATIONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE CONTRACTOR OR HIS
REPRESENTATIVE SHAI.L BE RESPONSIBLE FOR THE CONTROl. AND SAFETY OF THE
TRAVEUNG PUBLIC AND THE SAFElY OF HIS PERSONNEL LABOR SAFETY REGULATIONS
SIW.L CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE FEDERAL REGISTER
OF THE DEPARTMENT OF TRANSPORTATION.
2. THE MINIMUM STANDARDS 1>S SET FORTH IN THE CURRENT EDmON OF
THE STATE OF flORIDA. MANUAl. ON TRAFFIC CONTROl. AND SAFE PRACTICES FOR
STREET AND HIGHWAY CONSTRUCTION. MAlNTEtW:E AND UTIU1Y OPERATIONS: SIW..L BE
FOLLOWED IN THE DESIGN APPUCATION. INSTALLATION. MAINTENANCE, AND REMOVAL OF
ALL TRAFFIC CONTROL DEVICES. WARNING DEVICES. AND BARRIERS NECESSARY TO
PROTECT UMITS.
3. ALL TRAFlC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET
FORTH IN THE MANUAl. ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE
US. DEPARTMENT OF TRANSPORTATION FEDERAl.. HIGHWAY ADMINISTRATION.
4. LABOR SAFElY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA
IN THE FEDERAl. REGISTER OF THE DEPARTMENT OF TRANSPORTATION.
5. IT SIW..L BE THE SOLE RESPONSIIUTY OF THE CONTRACTOR TO COMPLY AND ENFORCE
ALL APLlCABLE SAFETY REGULATIONS. THE N!JJVE INFORMATION HAS BEEN PROVIDED
FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER
OR ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULATIONS.
UNDERGROUND UTlUTlES:
1. THE ENGINEER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO UNCOVER
RETEST AND/OR PERFORM Nf'( ACTION NECE$SARY TO ENSURE THAT THE ·
IMPROVEMEtfrs HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS. '
2. THE CONTRACTOR SHALL COORDINATE ALL BACKFILL OPERATIONS WITH THE PROJECT
SOILS ENGINEER AND SUBMIT TEST REPORTS TO ENGINEER PRIOR TO BEGINNING
WORK ON THE NEXT ITEM OF WORK. I.E. SUBGRADE PRIOR TO CURB.
3. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY
STANDARDS. INCLUDING THE flORIDA TRENCH SAFElY ACT (90-96, LAWS OF FLORIDA).
Nf'( MATERIAL. CONSTRUCTION METHODS. OR MATERIAL COST TO COMPLY WITH
THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT.
4. flORIDA LAW (533.851) REQUIRES THAT PERSONS MAKING EXCAVTIONS IN
PUBLIC OR PRIvATE STREETS. ALLEYS. RIGHT-OF-WAY OR UTlUTY rASEMENTS
WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION
ON THE THE LOCATION OF UDERGROUND GAS' PPE UNES. THE CONTRCATOR
SHALL NOTIfY THE GAS UTlUTY A MINIMUM OF 48 HOUR AND A MAXIMUM OF
5 DAYS PRIOR TO EXCAVATION.
5. ALL WORK SHAI.L SHALL BE OPEN TO AND SUBJECT TO INSPECTION.
6. THE CONTRACTOR SHALL COORDINATE THE INSTAI..1.ATlONS OF UTlUTY CONDUITS
(SLEEVES) UNDER PAVED ARrAS WITH EACH UTlUTY COMPNf( PRIOR TO BASE
INSTALLATION.
7. ALL DEWATERING COSTS 1>SSOC"'TED WITH THE INSTAI..1.ATlON AND CONSTRUCTION OF
THE UNDERGROUND UTIUT1ES; STORMWATER PIPES AND MANHOLES; SANITARY
SEWER MAINS. FORCE MAINS. MANHOLES, AND un STATIONS; AND STORMWATER
MANAGEMENT SYSTEMS SHALL BE INCLUDED fI$ PART OF THE CONSTRUCTION BID
COSTS.
SANITARY SEWER SYSTEM:
1. ALL SEWER COLLECTION SYSTEM RElATED ITEMS SHAI.L BE CONSTRUCTED
IN ACCORDANCE WITH THE CITY OF WlNI'ER sp~ STANDARDS. THE flORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION. AND HEALTIi' DEPT. REQUIREMENTS.
2. IF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY SEWER UNES ARE
FOUND DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE
ENGINEER WHO WILL DIRECT THE CONTRACTO" TO REMOVE THE UNSUITABLE
MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEWER UNES IN
ACCORDANCE WITH ASTM D-2321.
3. AU. SANITARY SEWER MAINS AND LATERALS WITH IN THE R.O.W. SHALL HAVE
A MINIMUM OF 36 INCHES OF COVER. .
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO
EXISTING UNES OR APPURTENANCES, THE CONTRACTOR SHAI.L VERIFY
LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY
OWNER'S ENGINEER OF ANY CONFUCTS OR DISCREPANCIES.
5. ALL SANITARY SEWER COVERS SHAI.L BE TIWfIC RATED FOR H-20 LOADING.
6. THE CONTRACTOR SHAI.L PROVIDE CERTIFIED UTIUTY RECORD DRAWINGS,
SIGNED AND SEALED BY A PROFESSIONAl.. LAND SURVEYER. THE RECORD
DRAWINGS SIWl. SHOW FINAl. GRADES AND LOCATIONS ON ALL SANITARY
SEWER MAINS, AND SERVICES. THE CONTRACTOR SIW..L PROVIDE 3 COPIES
OF THE CERTIFIED 'RECORD DRAWINGS TO THE ENGINGEER.
7. THE CONTRACTOR SHALL PERFORM AN INFl.TRATlON/EXFlLTRATlON TEST ON
ALL GRAVITY SEWES IN ACCORDANCE WITH THE REGUlATION AGENCY HAVING
JURISDICTION. SAID TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF
RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBlUTY.
8. ALL FORCE MAINS SHAll. BE SUBJECT TO A HYDROSTATIC PRESSURE TEST
IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID
TESTS ARE TO BE CERTIFIED BY THE ENGIN~ OF RECORD AND SUBMITTED
TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION
OF ALL PARTIES IS THE CONTRACTOR'S RESPONSlBlUTY.
WATER DISTRIBUTION:
1. ALL WATER DISTRIBUTION SYSTEM RElATED ITEMS SHALL BE CONSTRUCTED
~ ACCORDANCE WITH THE CITY OF WINTER SPRINGS UTIUT1ES REQUIREMENTS.
flORIDA DEPT. OF ENVIIRONMENTAL PROTECTION. AND HEALTH DEPT.
REQUIREMENTS.
2. ALL MATERIAI.S FURNISHED BY THE CONTRACTOR UNDER THIS SECTION
SHALL BE NEW. HIGH GRADE AND FREE FROM DEFECTS.
3. PRESSURE AND LEAKAGE TESTS FOR NEWLY-INSTALLED WATER DISTRIBUTION
SVSTEM P~URE PIPES AND APPURTENANCES SHAI.L BE PERFORMED
IN CONFORMA.~CE WITH COUNlY AND FDER ST1.NDARDS.
4. ALL WATER UNES SHALL BE INSTALLED IN A DRY TRENCH.
5. PRESSURE AND LEAKAGE TESTS FOR NEWLY-INSTALLED WATER DISTRIBUTION
SYSTEM PRESSURE PIPES AND APPURTENANCES SHAI.L BE PERFORMED
IN CONFORMANCE WITH CITY. COUNTY AND FDER STANDARDS. POTABLE
WATER TEST PRESSURES SHAI.L BE 150 PSI; PURATION OF TESTS
IS TO BE 2 HOURS. TESTS TO BE CONDUCTED PURSUANT TO AWWA C600
DUCTILE IRON PIPE AND 90X OF THAT ALLOWABLE LEAKAGE FOR PIC PIPE.
6. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651
STANI)ARO PROCEDURES FOR DISINFECTING WATER MAINS.
7. ALL PIC PIPE MUST BEAR THE NSF LOGO F~ POTABLE WATER USE.
8. PRIOR TO THE CONNECTION TO Nf'( EXISTING MAIN. THE PROPOSED WATER
MAIN SHALL BE DISINFECTED. HAVE ENGINEER APPROVED PRESSURE TESTING
AND HAVE FDEP CLEARANCE. REFER TO FDEP PERMIT FOR Nf'( ADDmONAI..
REQUIREMENTS.
9. THE WAlER SHALL BE INSTALLED 1>S NOTED ON THE PLANS. WHERE APPUCABLE,
A LATERAl. SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BElWEEN
WATER AND SEWER UNES. WHEN WATER AND SEWER UNES CROSS WITH LESS
THAN AN 18- VERTICAL SEPARATION. THE PVC SEWER UNE SHALL BE ENCASED IN
CONCRETE OR DUCTILE IRON PIPE USED IN UEU OF PVC PIPE FOR A DISTANCE
OF 10' BTHER SIDE OF THE CROSSING.
DEMOUTION:
1. THE CONTRACTOR SHALL OBTAIN ALL NECESSAff( PERMITS AND UCENSES FOR PERFORMING
THE DEMOLITION WORK AND SHALL FURNISH A COPY OF SN.4E TO THE ENGINEER PRIOR
TO COMMENCING THE WORK. THE CONTRACTOR SHALL COMPLY WITH THE
REQUIREMENTS OF THE PERMITS.
2. THE CONTRACTOR SHAI.L MODIFY ALL UTlUTY COMPANIES OR LOCAL AUTHORmES
FURNISHING GAS. WATER. ELECTRICAl., TElEPHONE. OR SEWER SERVICE. SO THEY CAN
REMOVE, RELOCATE. DISCONNECT. CAP OR PLUG THEIR EQUIPMENT IN ORDER TO
FACIUTATE DEMOUTION.
3. THE CONTRACTOR SIW..L PROTECT ALL UTIUT1ES AND OTHER IMPROVEMENTS SHOWN ON
THESE PLANS HiD ALL OTHER UTILITIES AND OTHER IMRCMMENT NOT SHOWN. THE
CONTRACTOR SIW.L ASSUME ALL RESPONSlBIU1Y FOR REPAIRS OF UTlUTlES AND OTHER
IMPROVEMENTS DAMAGED DURING CONSTRUCTION AND SHALL MAINTAIN SUFFICIENT
PROTECTION TO AU. UTlUTlES REQUIRED TO P~TECT THEM FROM DAMAGE AND TO
PROTECT THE PUBUC DURING CONSTRUCTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES. STRUCTURES, AND
UTIUT1ES NOT MARKED FOR REMOVAL OR DEMOLmON AND SHALL PROMPTLY REPAIR ANY
DAMAGE 1>S DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER.
5. THE CONTRACTOR TO REMOVE ALL BUILDING STRUCTURES MARKED FOR DEMOUTION
WHICH INCLUDES ALL FOOTERS ASSOC"'TED WITH THE STRUCTURE, WATER UNES TO THE
METER LOCATION. LATERALS TO THE RIGHT-OF...WAY UNE (CAP PRIOR TO BACKFlWNG
THE TRENai). AND ALL UNDERGROUND ELECTRICAL WIRING NOT 1>SSOC"'TEO WITH THE
APPROPRIATE POWER COMPNf'(. '
6. THE CONTRACTOR TO REMOVE ALL PAVING MARKED FOR DENOUTION WHICH INClUDES
ALL ASPHALT. CONCRETE, BASE, AND RETAINING WALLS (INClUDING THE FOOTERS).
7. THE CONTRACTOR TO REMOVE ALL TREES MARKED FOR REMOVAL WHICH INCLUDES THE
ROOTS ASSOC"'TED WITH THE TREE. THE TREES NOT MARKED FOR REMOVAL SHALL BE
PROTECTED IN ACCORDANCE WITH THE LAKE COUNTY REGULATIONS.
8. THE CONTRACTOR TO REMOVE ALL UNSALVAGABLE MATERIAI.S AND YARD WASTE FROM THE
SITE IMMED",my AND DISPOSE OF IN ACCORDANCE WITH ALL APPUCABLE FEDERAL.
STATE. AND LOCAl. REGUlATIONS.
9. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STAlGHT EDGE ON Nf'( PAVEMENT
PROPOSED FOR DEMOUTION PRIOR TO ITS REMWAL PRIOR TO CONNECTING PROPOSED
PAVEMENT. THE CONTRACTOR SHALL ENSURE TtiAT THE EDGE OF THE EXISTING PAVEMENT
IS STRAIGHT AND UNIFORM.
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DATSEP 0 7 20D4
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Ili~~ HERBERT, P.E.
. P 39505
v
,
, sum: 2, 01': - 8
POTABLE WATER CONNECTION:
aTY OF LDNGWOOD TO T,6P EXIST. WATERt.tAlN
AND PROVIDE 3/4- WATER METER FOR CONNECllON
BY SITE CONTRACTOR
1- DOUBLE CHECK V~VE
BY CON'TRACTOR
SANITARY SEWER CONNECTION:
CRY OF LDNGWOOD TO T,6P 4- PVC VACWM SAN. SEWER
AND INST1U T,6P V~VE. CONTRACTOR TO CONNECT TO
T,6P V~VE WI1H STANDARD 8- PVC SAN. GRAVITY SERVICE UNE
FROM PROPOSED BUIlDING (2S LF 8- PVC AT 1.0(1)
FIRE SPRINKLER SERVICE LINE
8- PVC WITH D.D.C.V. AND me
J5 LF 1- POlY WATER SERVICE
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CONSTRUCTION NOTES:
ANY TREE TO BE SAVED MUST HAVE TREE PROTECTION BARRIERS
IN PLACE PRIOR TO ANY CONSTRUCTION AS PER CODE REQUIREMENTS.
AN ARBOR PERMIT MUST BE ISSUED PRIOR TO ANY REMOVALS AND THERE
ARE REPLACEMENTS REQUIREMENTS FOR SUCH PER CODE. SEE SHEET 10.
EXIST. ZONING - C-2 (SEMINOLE CO.)
EXIST.
GRA VEL
NORTHERL Y LINE
EXIST.
5' CLF
OF LOT
b 10FT. SETBACK
120'
---,
,
,
,
.Ii. DOORs
,
,
,
,
,
,
S'TORAGE AREA
3t:
<..>
PROPOSED BUILDING
.,800 SF
(To FW. FlOOR a-83.00 i
BE CONslRuclED IN 1 PHASE)
ll)
---
~ ~ PROPOSED SRIPPED
I ___ CROSS WALK (SEE SHEf'. 8)
---
---
20'
SlOPS
s
-
.)
-
-L
2
-
7
'In
10 11
--
10FT. SETBACK
12
-
PROPOSED SRlPPED
CROSS WALK (SEE SHEf'. 8)
20' CROSS ACCESS
EASEMENT
675.94' MEAS
756.6' PLAT
EXIST. 8- PVC W.M.
(CRY OF LDNGWOOD)
EXIST.
mE HYD.
EXIST. 4- PVC
VACCUM SEWER
(COY OF LONGWOOD)
SEE
SHEET
8
FOR
ARBOR
PLAN
SEE
SHEETS
L1, L2
AND
L3 FOR
LANDSCAPE
PLAN
\\Laura\c\ACLlWIN\PROJECT-A\04080\D\D04080SHTIMASTER.dwg. 9nt20041:38:36 PM, 1:20
--
72
391.89'
--
----
10 FT. 5ET"SACK - -
w
E
s
SCALE: 1- - 20'
LOT 13
(AT EAST PROP. LINE)
EXIST. ZONING = M-1
(SEMIOLE CO.) ~
733.2' PLAT
656.54' MEAS
5
71046'25" E
656.55 '
-
-
-
--c-
--
--
--
- -= 1(LE:L~CE...8ERM - - - -
-
---
--
---
----
PROPOSED 10' X 10' DUMPSTER
(SEE SHT. 8)
---
--
393.98'
-
-
.........
"
-
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-
-
--
-
DRY RETENTlON POND
(3 FT. DEEP)
--,
I
I
,
,
\
\
EXIST. ZONING - C-2
(CITY OF WINTER SPRINGS)
10FT. SETBACK
---
156.15'
---
-
-
-
LOT 11
ASPHALT
PAVING
6' CLF
5'N 72045'18"
1 STORY METAL WAREHOUSE
r
· 66'
"- E/P
EXIST. ZONING = C-2 (CITY OF WINTER SPRINGS)
DEVELOPMENT NOTES
ZONING
BUILDING
C-2, REDEVELOPMENT DISTRICT
CONCRETE & METAL CONSTRUCTION - TYPE IV
RETAIL SALES - 4.800 SQ.FT.
TOTAL REQUIRED - 3.600/300 - 12
TOTAL PROVIDED - 16
15 REGULAR SPACES 0 10' WJDE
1 HANDICAPPED SPACES 0 12 WIDE
PARKING
SITE
TOTAL LAND AREA - 1.589 AC - 69.240 S.F.
PROPOSED BLDG. AREA - 4,800 S.F.
PROPOSED PAVED AREA - 7,415 S.F.
DUMPSTER AREA - 100 S.F.
SIDEWALK AREA - 275 S.F.
TOTAL IMPERVIOUS AREA - 12.590 S.F.
TOTAL GREEN AREA - 56,650 S.F.
PERCENT IMPERVIOUS - 18.2"
SETBACKS
FRONT REQ. 25 FT. PROVIDED 25 FT. (MIN.)
SIDES REQ. 10 FT. PROVIDED 10 FT. (MIN.)
REAR REQ. 25 FT. PROVIDED 200 FT. (MIN.)
FIRE
EXIST. FIRE HYDRANT
BUILDING TO HAVE SPRINKLER SYSTEM
CONCRETE SIDEWALK PROVIDED
SIDEWALKS
FIRE LANES
STORMWATER MANAGEMENT
FIRE LANE
SITE IS NOT FLOOD PRONE AS PER FEMA.
TRAFFIC OPERATIONS ENGR
BEFORE COMMENCING CONSTRUCTION IN THE R.O.W.. THE
CONTRACTOR SHALL' CONTACT THE F.D.O.T.
AND SECURE A RIGHT OF WAY PERMIT
PRIOR TO COMMENQING WORK IN THE R.O.W.
SODDED AREAS
ALL DISTURBED AREIS SHALL BE SODDED.
WETLANDS
DOOR ELEVATIONS
THERE ARE NO WEJl.ANDS ON THIS SITE.
,
ALL ENTRANCE DOO~ AS SHOWN ON PLANS ARE AT PAVED
PARKING ELEVATION..., NO SLOPE FROM THE H.C. SPACE TO
PROPOSED ENTRANCE SHALL EXCEED 12: 1 & 50: 1 FOR
PARKING SPACE AISLE. THERE ARE NO CURB RAMPS.
ROOF DRAINS TO FLOW TO 10" PVC HEADER PIPE.
ALL LANDSCAPE AREAS ARE TO BE IRRIGATED WITH A WATER
CONSERVATION IRRIGATION SYSTEM WITH RAIN SENSORS AND TIMER
0.12
ROOF DRAINS
IRRIGATION PLAN
FLOOR AREA RATIO
FEMA INFORMATION:
PANEL NUMBER: 12117C0130 E
SITE LIGHTING
NO SITE LIGHTING IS PROPOSED
ALL MARKINGS SHALL COMPLY WITH THE F.D.O.T. RO/4DWAY
AND TRAFFIC DESIGN STANDARDS. MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES. THE SEMINOLE COUNlY LAND
DEVELOPMENT CODE AND THE NEW F.H.WA "OLDER ROAD
USER STANDARDS". 6- EDGE LINE. LANE LINES AND
SINGLE CENTERLINE PATTERNS. ALL DOUBLE PATTERNS
SHALL BE 4". RPM's AT 20' CENTERS WITHIN 200' OF
INTERSECTIONS. 40' SPACING OTHERWISE. PEDESTRIAN
CROSSING MARKINGS TO BE MINIMUM OF 6' WIDE.
TRAFFIC CONTROL DEVICES
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(RAIN ~ HEADER PfIE)
10. X 8. WYE 0 E'ICH D<MNSPOUT
CONC
EXIST. GRAVEL
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120'
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PROPoSED BUILDING
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DRY RETENnON
AREA
100 YFNV 24 HOUR DESIGN
ElE.V. 61.71
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3250
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STN-2
FOOT M.E.S. (4:1)
INV. 59.00
80 LF 15- RCP 0 O.3OX
LOT 11
STM-1
FOOT TYPE C ~lET
TOP El.. -61.25
INV. 59.24
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DATESEP 0 7 2004
J. tERBERT. m; P.E.
STAlE OF FlDRIM
REG. NO. 39505
.
SHEET: 4 OF: 8 .
()
.
o
I
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~
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NOTE:
1
... "(TYP)
4'-O.~
RESERVEO PARKING S1GNAGE~ ,
I Q Q-{ II....
~~ /r-/
>- ~ 0. ~---SEE OETAlL
(
J;-
2 "(TYP) -
~ (~~ -1 6"(lYP)
. ~I~I~ ( t~~
~ ..,
~8/
l;'!- MIN l;.! MIN
THIS SYMBOL TO BE WHITE O.O.T. THERMOPLASTIC
TYPICAL PAVEMENT SYMBOL FOR
HANDICAPPED PARKING
I ·
12"
~ _ PARKING BY
DISABLED
PERMIT
ONLY
.1/llt"R
.
.I:'
~
NOTE: (HANDICAP SIGN ONLY)
1 . ALL LElTERS SHALL BE B~CK AND 1" IN
HEIGHT. LElTERS ARE TO BE SERIES
"B" OR "c". PER MUTCD.
.
CD
=F=
~
~
~
I~
.I:'
2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED
(ENGINEERING GRADE) BLUE BACKGROUND WITH
WHITE REFLECTORIZED LEGEND AND BORDER.
3. BOTTOM PORTION OF SIGN SHALL HAVE A
REFLECTORIZED (ENGINEERING GRADE) WHITE
BACKGROUND WITH B~CK BORDER.
4. ONE SIGN REQUIRED FOR EACH PARKING SPACE.
S. HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH
SECTION 24-23 OF THE MANUAL ON UNIFORMED
TRAFFIC CONTROL DEVICES (MUTCD)
18"
$150.00 FINE I
CITY ORD. 7 1/2"
L
TYPICAL RESERVED PARKING
SIGNAGE
~~&~TES wI
(6) HINGES, LArCH AND
GATE STOP HARDWARE
LATCH
4- eN' BLOCK
I
OPllONAL
(2) GATE STOPS -
WI 9/16-' x 3-
HOLDERS SET IN SLAE
. ..
- -
--
I
~~6'8K CONC-:-S- CONC. SLAB
r I I I
1.0
s;
FLUSH JOINTS
DRIVEWAY GRADE
10'
1\
10'
.
.
'-. &Ol'-Ato
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DUMPSTER ENCLOSURE DETAIL
NTS
C:\ACLlWIN\PROJECT-A\040BO\D\OO40BOSHT5DETAILS,dwg, B/27/200410:54:11 AM, User257, 1:20
NOTES:
1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY
OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED
WITH A PERMANENT. ABOVE GRADE SIGN BEARING THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY. OR THE CAPTION "PARKING BY DISABLED
PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION.
SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE
PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE
SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED
BY THE DEPARTMENT OF TRANSPORTATION.
2. FL DOT RECOMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER
TO CENTER BETWEEN BLUE AND WHITE STRIPES.
HANDICAP PARKING STRIPING
FOR MULTIPLE SPACES
4", ..... Min.
. Min.. S" Mal(.
S Ma~
I ,/I......,.orfHoles
2: Mln'B/~ t' ~j
J Mal(. -1..'1 ~ ..
\ It)CD
I. 8: MI~I tPltch Optional
9 Max. '-..... R-2"
Cast Or Rubbed
I), 12"(,)"~
I
r:NOTE: THIS SECTION IS AT THE LANDSCAPED AREA
NEXT TO THE BUILDING (NOT AT THE O.H. DOOR)
7' ,
_ _ _ 2~0
DRIVE
PROPOSED BUILDING
F.F. EL = 63.00 '1 62.5 I
liT!' -
6'-0"
2: MIn.. ~
J Mal(:!
.
I
No. ... Bars. 18" Lona
(Two Per Stop)
CONCRETE WHEEL STOP
1 NO.5 CONT:. FILL TOP
COARSE WI CONC.
/~Rol,~ gE
.,. FILL ALL REINFORCED
CElLS W/ CONC.
aXaX16 sPur FACED BLOCK
SIM. TO NEW BLDG.
/"" NO. 9 DURA-O-WALL 0 168 O.C.
"..,. /' OR EQUAL HORZ. RElNF.
" BRfAK REINF. 0 CONTROL
& EXPANSION JOINTS
~
..I ..fnn6xS W2.9 X W2.9 WWF (OR FlBERMESH CONCRETE)
..- , ~,PSI\
'10- j~". ~~ .... . ... '.'~ -1-,.,
~:ffi :;:t- ",_:: ;: I . Ili'~IIF11 ~
I 1'~'=li!=III=III=
llli1filillffi !}-2~15
-1'- coATINUOUS
1 '-0-
sr.nIII .
3/4'=1'-0'
.J.
~ ~
~~
DUMPSTER ENCLOSURE
~ SHOWN
KEYED NOTES
~ '1'4- DIAMETER STD. S1L.
\JJ PIPE CONCRETE FILLED.
1 (PAINTED EXPOSED PIPE BLUE
to MATCH BLOG TRIM).
~ ,..(6) r;:.., @ TOP OF PAVEMENT.
I '-J f'!9 Q) 24- DIA. CONCRETE
0'-,,:, ~"'( FOUNDATION.
~~ --r-~ Ii
o ~ I", 3 @ 3/a- DlAMfJER WELDED
" l~} HOOPS. 18 DIAMETER TOP,
... I 1- \.oJ BOlTOM AND CENTER.
Mr- ,~1 '5> @ SOUD UNDISTURBED SOIL
. , Ifi'. PROVIDE PITCH, SMOOTH
\:Y CONCREfE FINISH.
ELEVATION
..
[]
,
.
-III
68 X 16- CONe. CURB
,\\ \ I I I
\ CONC. WHEEL STOP
\ \ 1.S8 FOOT lYPE 5-11I ASPHALT
68 UME ROCK BASE
12" SUB-BASE
"'ADIES,I C.L FLOW UNE:\I
)VN\ ' I ~ SHOwN.. (SEE PLAN VIEW)
y -V
~
-
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SECTION A-A
N.T.S.
VARIES
SOD
12'
SOD
-
- -
I I I
-r I
r 62.01
,/fl
~~/1=- -
71~,
, I 59.0 '-;~ -:-
SECTION B-B
N.TS.
P/l
II
10'
,
__2'.5'
II 3' ,1.5' 112 ' .
PROPOSED BUILDING
F.F. EL = 63.00 I 62 5
. I 82.0 I
T 1\ l161. ~Cl, NAT. GRADE
I't I I I 12-1~1
~ I-
I-I
SECTION C-C
N.T.S.
I
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r
('FENCE MATERIAL
- 1'-0" MIN
I
/GRADE ~ /GRADE
I
I
WOOD STAKE
SILT FENCE
1. SILT FENCE TO BE TOED INTO GROUND l' BELOW GRADE.
1. SILT FENCE SHALL COMPLY WITH FOOT STANDARD INDEX 102.
2. SILT FENCE TO BE PLACE AROUND ALL PROPERTY LINES
AND CONSTRUCTION AREAS.
TYPICAL BOLLARD DETAIL
N,T.s.
SILT FENCE DETAIL
P/l
20.0'
PARKING
-
_ ~'
LANDSCAPED
BUFFER
~. 2.00" WARIES
~ '"'""'-..
I I
I I I
I
PAVED AREA I UNPAVED AREA
FINIS~ .. ~4" DIA. FERRULE W/PLUG
GRADE . 16"DIA. ./ If rFINISH GRADE
I VC"ol
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.:..
.
C"ol
.....
,I
( - - CONCRETE
COLLAR
1/8 BEND
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/
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TYPICAL CLEANOUT DETAIL
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'Ii. Of' FlORD\
REG. NO. 39505
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PLAT
OF
SURVEY
OESCRIP170IV
LOT 12, BLOCK B, OAK GROVE PARK, AS RECORDED IN PLAT BOOK 7, PAGE 83, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.
(LESS THE WESTERLY 80.00 FEET FOR ROAD RIGHT-OF-WAY AS SHOWN ON STATE ROAD RIGHT-OF-WAY MAP OF STATE ROAD 15 AND
600, SECTION 7701-203, SHEET 7)
GRAPHIC
I I
0/15/30/
60/
90/
1//
30/
g
TOP = 60.85
N INY - 47.57
S INY = 47.59
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~
CURVE DATA
? = 1'06'44"
R = 5599.65'
L = 108,70'
CHORD
108.70'
NW CORNER, LOT 10
FND. 5/8- IR
FOOT
;/CCtl/?/C/I! StlffErs
THIS SURVEY MEfJS THE "MINIMUM TECHNICAL
STANDARDS. AS REQUIRED BY CHAPTER 61G17-6,
FLORIDA BOARD OF LAND SURVEYORS, PURSUANT ro
SECTION 4-72.027 OF THE FLORIDA STATUTES.
DATE:
"NOr VAUD MOOlIT lJf: SlGtMTURE Nf) lHE ORJGHL IWSfD
SE"N. OF llfS FL.ORD\ UCENSED SUJMYDR NIJ WPER.-
€:\AQ.lWlN\PROJECT-A\04080\D\DO'1080SHT6SURVEY.dwg, 8/3/2004 4:00:27 PM, User257, 1:30
NOTES:
1. BEARING STRUCTURE BASED ON THE EAST R/W LINE OF U.S. HIGHWAY 17-92.
2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROV(DED BY THE CLIENT OR CLIENTS REPRESENTATIVE.
3. THIS SITE IS NOT IN A FLOOD PRONE AREA, IT IS IN ZONE X, AN AREA OF MINIMAL FLOODING BASED ON FLOOD INSURANCE RATE MAP,
PANEL NO. 120289 0130 E, HAVING AN EFFECTIVE DATE OF 04/17/1995, SEMINOLE COUNTY, FLORIDA.
4. ELEVATIONS BASED ON SEMINOLE COUNTY DATUM, BM I 2603401 BEING: 56.068 FEET, (NGVD 29).
5. ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR
DRAWING WHICH DEPICTS WORK WHICH HE IS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN.
THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRET A TlON OF ZONING CODES OR THE DETERMINATION
OF VIOLATIONS THEREOF.
,,'Y
lb
x
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x
....'
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x
\
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205
~o 20~ 23~35 iJ8&
2 23~"~';'~ ~ iJ87
21~ 09 f''W" ~9 285il2 9 ~77
,~211 l(,.p 264 276
~2~<al241 2422 26 273 ~.....~78
214~ 23~ 243.6 2!5 7 271 72 27r2acJm279
<al 213 It'" 228fl225 2 248 * ~282
2111 22 227 fi 47248 274 x 28yr-
.p4J 223~ 224 4!5 c2J lb"'?
<aJ x 222 <8J
2111 221
~ 218
217 219
'b.. 220
,.p'
......
~ 675.94' MEAS
-60-
756""'":6'- PLAT
,j193
294
29t!{J
2~9 57
2 II~
251 2i?
253 f4
() ......
25 lbo..' ......6'J;
--
..,l29
lbo..'> -
x
--
156.15
STORY METAL WAREHOUSE
....':- n(
. ../
lb'" /- -
x I
LOT 13
_ .p~ 733.2' PLAT
'\ x 656.54' MEAS
\
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x
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x
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x
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x
LOT 12
VACANT
"
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LOT 11
LEGEND
o - AIR RELEASE VALVE
-< - AUTO SPRlNKLER
BB - BOTTOM OF BANK
BC - BACK Of CURB
... - BACKFlOW PREVENTER
BM - BENCHMARK
BPC - BURIED POWER CABLE
CALC - CALCULATED
CItM - CALCULATED It MEASURED
~ - CENTRAL ANGLE
caw - CONCRETE BLOCK WALL
CC - COVERED CONCRE:rC
CF - CONCRETE flUME
CHW - CONCRE:rC HE:AD WALL
Cjf - CHAIN LINK FENCE
f; - CENTERLINE
CM - CONCRETE MONUMENT
CMP - CORRUGATED METAL PIPE
CO - CLEAN OUT
CONC - CONCRETE
COVD - COVERED
CP - CONCRE:rC PAD
CW - CONCRETE WALKWAY
DItM - DEED/OESC It MEASURED
DE - DRAINAGE EASEMENT
DCSC - DESCRIPTION
~ - DOT INLET
DP - DUMPSTER PAD
DW - DRIVEWAY
<EI) - ELECTRIC METER
EB - ELECTRICAL BOX
E/C - EDGE Of CONCRETE
ESMT - EASEMENT
UP - EDGE OF PAVEMENT
FIRM - flOOD INSURANCE
RATE WP
m - FINISHED flOOR ELEVATION
FH - FIRE HYDRANT
Fl - flOW LINE
FND - FOUND
FOC - FIBER OPTIC CABLE
-G- - GAS LINE
<lID - GAS ME:rCR
>- - GUY WIRE ANCHOR
0. - HANDICAP PARKING
HR - HANDICAP RAMP
INV - INVERT ELEVATION
IP - IRON PIPE
IR - IRON ROD
L - ARC LENGTH
Jff - LIGHT POLE
l.S4 - LANDSCAPED AREA
MEAS - MEASURED
MF - METAL FENCE
MS - METAL SHED
e:> - MITERED END SECTION
~ - MONITORING WELL
NltD - NAIL It DISK
NGVD - NATIONAL GEODETIC
VERTICAL 04Tl1M
N15 - NOT TO SCALE
OHE - OVERHEAD ELECTRIC
OL - ON LINE
ORB - OFFICIAL RECORDS BOOK
OW - OVERHEAD WIRE
PB - PLAT BOOK
PC - POINT OF CUR(ATURE
PEP - PER ENGINEERHG PLANS
PG - PAGE
PI - POINT OF INTERSECTION
PItM - PLAT It MEASURED
POB - POINT OF BEGiNNING
POC - POINT OF COAAMENCEMENT
PP - POWrR POLE
PS - PARKING SPACES
PT - POINT OF TANCENCY
PVC - PlASTIC PIPE
R - CURVE RADIUS
RCP - REINFORCED CONCRETE PIPE
i-RIGHT OF WAY
- SANITARY MAMfOLE
- SANITARY UNE
SN - SIGN
00.00 - SPOT ELEVATION
-SD- - STORM/DRAIN LINE
<I - STORM MANHaE
- T - - UNDERGROUND TfJ.EPHOHE
II - STORM INLET
1B - TOP OF BANK
TP - TRAFFIC POLE
-- - TRAFFIC SIGN
IT] - TRANSFORMER/J)NCTlON BOX
TR - TELEPHONE RISER
15B - TRAFFIC SIGWL BOX
TSW - TRAFFIC SIGWL WIRE
TV - CABLE TV RISf:R
TYP - TYPICAL
UE - UTILITY EASEMENT
UP - UTILITY POLE
-W- - WATER LINE
WF - WOOD FENCE
WS - WOOD SHED
-+ - WATER METER
++ - WATER VALVE
, - NUMBER
(/) - EASEMENT NUWBER
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10'" OJ" 1/ ,,()~l(
1 STORY METAL WAREHOUSE rJ" x
NE CORNER.
LOT 1J
FND. 1 1/"'- IP
NO 1
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PAVING
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TREE CHART
202- e-8- ON< 233 - e- ON< 284 - e:0N< 2Ie- . ON< 327 - 5- gtlNABERR'l'
203 - e- OAK 234 - 3- OM 285 - I-~ON< 297 - 5- ON< 328 - 2-1 ON<
204- 8-OAK 235 - 5- OM 2H - 288 - 5- OM 321- l!~
205 - 5- OM 23e- .- OM 287 - 2-8- ON< 219 - 5- CWC 330-
208- 5- OM 237 - J== 288 - 5- OM 300- 3- ON< 331 - .- CWC
207 - e- OAK 238 - 288 - 5- OAK 301- ...- ON< 332- 3- ON<
208 - -r.OAK 239 - 5- OM 270 - 5- OM 302- 4- OM 333- ~CWC
208 - 4_OAK 240 - e- CWC 271 - 5- OAK 303- 4- OM 334- .OM
210 - 5_OAK 241 - 4- OM 272 - ...- OM 304- 3- CWC 335- 5- ON<
211 - 5_OAK 2...2 - 5- OM 273 - ~OAK 305 - :r' ON< 338- 5- ON<
212 - 7_OAK 243 - Y'OM 274 - 7" PINE 308- 5- OM 337- 5- OM
213 - e_ OAK 244 - ...- OAK 275 - 5- OAK 307 - e- OAK
214 - 5_ OAK 245 - .- ON< 278 - 7"OAK 308 - Y'OM
215 - ~-~OAK 248 - 4- OM 277 - l== 309 - 8- OAK
218 - 247 - 5- OM 278 - 310 - ~~
217 - '=OAK 248 - .-CWC 278 - 3- OAK 311 - ~=
218 - 3_OAK 248 - 5- OM 280- .- OAK 312 -
218 - 3_ OAK 250 - ~= 281 - 1" OAK 313 - :r' ON<
220 - 4 OAK 2151 - 282 - :;= 314 - 5-~
221 - 8- OAK 252 - '=CWC 283 - 315 - 2-5 OM
222 - 15-OAK 253 - ~-4Ql'K0N< 284 - 5- OAK 318 - S- ON<
223- '-OAK 254 - 285 - 5- OAK 317 - ~CWC
224 - 8-OAK 255 - 5- OAK 288- 5- ON< 318 - I-rOM
225 - 8- OAK 2158 - e- OAK 287 - "'-OAK 318 -
22e - 4- OAK 257 - e- OM 288 - 4- ON< 320 - ~=
227 - "'-OAK 2158 - 3- ON< 288 - ...- cwc 321 -
228- 5-OAK 258 - ...- OM 210- t.~cwc 322 - 8- ON<
228- e- OAK 280 - 3- OM 281 - 323 - ...- cwc
230 - e- OAK 281 - 5- ON< 283 - 15- ~ 32... - e- ON<
231- 5-OAK 282 - 8- OM 284 - 2-10_ OAK 325 - 1~- ON<
232- 8- OAK 283 - .- ON< 215 - 4-10 OAK 32e - 5 CHltwIERRY
VICINITY MAP
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PARCEL ID# 26-20-JO-5AR-OCOO-0210
LOT 2'. aDCI( V
DR MITCHELLS SURVEY OF THE
LEVY' GRANT PLAT BOOK 1, PAGE 5
~:>
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N. T. S.
SITE
If
Current BOUNDARY SURVEY DATE: 1-15-03
per Florida statutes 61 G 1 7- 6. 003 2d
DA TE: REVISION BY:
04-28-02 ADD TREE LOCATION JWP
BOUNDARY, TOPOGRAPHIC & TREE SURVEY
SCALE: 1- = 30'
FIELD DATE: 1-15-03
PREPARED FOR:
CFI SC7-83L0T12BLKB
~' 0.( ,O,,:l,!,n,dC? .I71:0.,' .L[3. 4,4rs. 1
2012 E. Robinson st.
Orlando, Florida 32803
PHONE FAX
407 894-6314 897-3777
APPROVED BY:
DRAWN BY: DCM
ALE NUMBER:
OAK GROVE PARK
MCNULTY GROUP INC.
LOCATION: N. 17-92, WINTER SPRINGS, FLORIDA 32708
SBBT: 6 or: 8
C:\ACLTWIN\pROJECT-A\04080\D\OO4080SHT9DETAILdwg, 8/3/2004 4:16:04 PM, User257, 1:40
SCHEDUlE 40 GALVANIZED PIPE AND
mn~11 OR lYPE K COPPER PIPE
AND NOS. OR SCHEDUlE 80
PVC PIPE AND FJrnNGS.
DOUBLE CHECK OR
REDUCED PRESSURE DEVICE
(AS APPROVED BY UnLJTY)
UNION
OORSl
METER BOX AND UD
SET TO FlNlSHm GRADE.
I
." ro 8" ! I
,
12- TO 30-
NJWE
GRADE
VPMI~~
2- MAX. DIA.
CORP. STOP
DOUBlE STRAP SMXX.E
SHOW ONLY IF IRRlGATlON METER HAS
SEPARATE TAP TO MAIN. IN MOST CASES
THE IRRIGATION METER Will. BE PARALLEL
TO THE HOUSE METER AND OFF OF THE
SAME SERVICE CONNECT1ON.
NOTES:
1. A POSITIVE DIELECTRIC CONNECTION SHAll. BE MADE BETWEEN ALL cw.VANIZED AND BRASS
COMPONENTS.
2. METER SHALL BE INSTALLED BElWEEN SIDEWALK AND CURB WHERE APPUCABLE. OR AT PROPERTY
UNE AND IN NO CASE SHALL rr BElNSTAlLED IN SIDEWALK OR aTHER PAVED MEAS.
3. PAINT BFP AND PIPING WITH A PRIMER SUITED TO BASE MATERIALS. FINISH WITH 1WO
CG\1S FORREST GREEN EXTERIOR ENAMEL
4. FOR RON1fIAY CROSSINGS. ALL POLYETHYlENE SERVICE UNES LESS THAN OR EQUAL TO 2 INCH
SHALL BE INSTALLED IN A SCHEDUlE 40 PVC SLEEVE. THE Sl.EEVE SHALL HAVE A NOMINAL DIAMETER
OF A MINIMUM OF 1 INCH lARGER THAN THE SERVICE UNE DIAMETER. BUT NOT EXCEEDING
4 INCH NOMINAL DIAMETER. THE SLEEVE SHALL EXTEND A MINIMUM OF 12 INCHES BEYOND THE
OUTSIDE EDGE OF THE RON1NAY PAVEMENT AND/OR CURBING. SEAl. THE ANNULAR SPICE AT
AT THE ENDS OF THE CASING USING AN APPROVED. NON-SHRINKING MIN. 25 YEAR SIUCONE CAULK.
5. ON SINGLE FAMILY RESIDENTIAL IRRIGATION SYSTEMS. THE BACKFLOW PREVENTER MAY BE INSTALLED
ANYWHERE BETWEEN THE IRRIGATION METER AND THE HOUSE. BUT Stw.I. BE UPSTREAM OF Nf(
0lITLETS. AND SHAU. MEET ALL OTHER INSTAUAllON REQUIREMENTS.
IRRIGATION METER AND DOUBLE CHECK V/lLVE OR
REDUCED PRESSURE BACKFLOW PREVENTER
SCHEDULE 40 GALVANIZED PIPE
AND FmINGS. OR TYPE K COPPER
PIPE AND FITTINGS, OR SCHEDULE
80 PVC PIPE AND FITTINGS.
Illx ~ ~ i
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~IQ . I;S~i
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BACKFLOW PREVENTER-lYPE
AS REQUIRED BY UTIUlY
r UNION
C\el
METER BOX AND UD
SET TO ANISHED GRADE.
I
I
...- TO 6- I
I
I
12- TO 30.
ABOVE
GRADE
.. . I .
.... \. .
'. ......~
. . \ . .: '.
1', :t. 1':\'\ .
.. . 'I . ..
I
DR9 POLY - PE 3408 2- DIAMETER
CORP. STOP
NOTES:
1. A POSITIVE DIELECTRIC CONNECTION SHAll. BE MADE BEJWEEN
ALL GALVANIZED AND BRASS COMPONENTS.
2. METER SHAll. BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE
APPUCABLE. OR AT PROPERTY UNE AND IN NO CASE SHAU. rr BE
INSTAl.1.ED IN SIDEWALK OR OTHER PAVED ARrAS.
3. PAINT BFP AND PIPING WITH A PRIMER SUITED TO EWiE MATERIALS.
FINISH WITH 1WO COATS FORREST GREEN EXTERIOR ENAMEl..
.... ON NEW INSTAUAllONS. ntE BACKR.OW PREVENTION DEVICE
SHALL BE TESTED ACCORDING TO SEN. CO. REQUIREMENTS
BEFORE THE METER INSTALl.ATION CAN BE APPROVED.. FOR USE.
6. FOR RON1#IAY CROSSINGS, ALL POLYEJlM.ENE SERVIQE UNES
SHAll. BE INSTAl.1.ED IN A SCHmULE 40 PVC ~
THE SLEEVE SHAll. HAVE A NOMINAL. DIAMETER OF A
MINIMUM OF 1 INCH LARGER THAN THE SERVICE UN!
DIAMETER. BUT NOT EXCEEDING ... INCH NOMINAL DIAMETER.
THE SLEEVE SHAll. EXTEND A MINIMUM OF 12 INCHES.
B~D THE OUTSIDE EDGE OF THE RON1#IAY PAVEMENT
AND/OR CURBING. SEAL. THE ANNULAR SPICE AT THE ENDS
OF THE CASING USING AN APPROVED. NON-SHRINKltiG. MIN.
25 YEAR, SILICONE CAULK.
6. POLY SERVICE UNE SIZE SHALL BE 2 INCH.
I
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3/4", 1", 1 1 /2" & 2" WATER METER &
BACKFLOW PREVENTER
COMMERCIAL, INDUSTRIAL, AND MULTI-FAMILY SERVICES
VARIES VARIES Z
LOT UtE: P&
f_- SEWER MAIN 0
I 6- 46' SIZE VARIES CLEAN-our
BEND ~'~aJE 1 (f) ~
--! ifJ.
CLEAN-ouT I mwMlE ~~H ~
SEE HOlE 1 ifJ. ~
LOT 0
~, -UNE ~ i:E
~ z: ::s ~
0
~ i= ifJ. ..
FlNSHfD GRADE U (I)
:::> Z C>
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-SPRING UNE U ~ ~
SEWER MAIN ~ ~
SINGLE DOUEl.E :::i :x:
lATERAL lATERAL i=
:::> ~
PROFILE
NOTES: ~
1. ~SHOWN ~ SHAIJ. BE tm'AUED BY ntE BUJDER <
IN WITH Sll PWMElNG CODE. ...
2. LOCAlE SNU lATERAL I{S CLOSE TO LOT UNE I{S POSSIBLE.
25' t.WCIMUM.
3. INVERT OF' SERVICE lATEM. SHAU. NOT ENTER SEWER MAIN
BEl..DW SPRING UtE:.
DATlSEP 0 7 2004
SERVICE LATERAL DETAIL
HERBERT. II; P.Eo
'Ii OF Fl.ORID\
REO. NO. 39505
\
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250 56 58 286 284
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10FT. BUILDING
-
PROPOSED BUILDING
<a3
X215
10FT. BUILDING SETBACK
675.94' MEAS
756.6' PLAT
w
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s
SCALE: 1. - 20'
OF LOT
LOT 13
;1
o
u
5
~
72
733.2' PLAT
656.54' MEAS
656.55 J
I
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X300 99
X303
X30 . 04)(30.9 ,\~11
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297 . 315 '
<!3 337 307336 35 1 · 316 I
295 ,
~331 3'7~'8
3~2. ;21 I
33 r?1 323. . 319 I
328VJ
324 320. 327 I
3250 4i \
326 \
DRY( RETENTION POND
3 FT. DEEP)
156.15'
5' 1'1 720 45 J 1 8 JJ
1 STORY METAL WAREHOUSE
LOT 11
TREE CHART ~
J J J J
Ci)
X202 - 6-6" OAK 8 x 233 - 6" OAK 1 264 - 6" OAK 296 - 4" OAK 327 - 5" CHINABERRY
XOOO <a3 TREE TO BE REMOVED X203 - 6" OAK 1 x 234 - 3" OAK 0 265 - 5" OAK 297 - 5" OAK 328 - 2-8" OAK ~
x204 - 9" OAK 2 x 235 - 5" OAK 1 266 - 2-3" OAK x298 - 5" OAK 1 329 - 18" TREE
000 <!3 TREE TO REMAIN x205 - 5" OAK 1 x 236 - 4" OAK 1 267 - 2-6" OAK x299 - 5" OAK 1 330 - 8" OAK C5
= x206 - 5" OAK 237 - 7" OAK x 268 - 5" OAK x300 - 3" OAK 0 331 - 4" OAK
1 1 ~ ~
x207 - 6" OAK 1 238 - 7" OAK x 269 - 5" OAK 1 x301 - 4" OAK 1 332 - 3" OAK 9
x208 - 7" OAK 1 239 - 5" OAK 270 - 5" OAK X302 - 4" OAK 1 333 - 3" OAK Z
x209 - 4" OAK 1 240 - 6" OAK 271 - 5" OAK x303 - 4" OAK 1 334 - 4" OAK :5 u..
X210 - 5" OAK 1 x 241 - 4" OAK 1 272 - 4" OAK x304 - 3" OAK 0 335 - 5" OAK ...
X211 - 5" OAK 1 x 242 - 5" OAK 1 273 - 3" OAK x305 - 3" OAK 0 336 - 5" OAK a.. :c: en
x212 - 7" OAK 1 X 243 - 3" OAK 0 274 - 7" PINE X306 - 5" OAK 1 337 - 5" OAK C>
0::: Z
X213 - 6" OAK 1 X 244 - 4" OAK 1 275 - 5" OAK 307 - 6" OAK a::
x214 - 5" OAK 1 X 245 - 4" OAK 1 276 - 7" OAK x308 - 3" OAK 0 0 ~ 0-
X215 - 4" OAK 1 X 246 - 4" OAK 1 277 - 7" OAK x309 - 6" OAK 1 CD en
x216 - 2-7" OAK 2 X 247 - 5" OAK 1 278 - 3" OAK x310 - 3" EAR 0 0:::
x217 - 7" OAK 1 248 - 4" OAK 279 - 3" OAK x311 - 3" EAR 0 <( 0:::
x218 - 3" OAK 0 249 - 5" OAK 280 - 4" OAK 312 - 3" OAK a..; ~
x219 - 3" OAK 0 250 - 3" OAK 281 - 7" OAK 313 - 3" OAK :z
x220 - 4" OAK 1 251 - 7" OAK 282 - 6" OAK 314 - 5" OAK ~
x221 - 6" OAK 1 252 - 7" OAK 283 - 6" OAK 315 - 2-5" OAK t1
x222 - 5" OAK 1 253 - 3" OAK 284 - 5" OAK 316 - 6" OAK
x223 - 5" OAK 1 254 - 2-4" OAK 285 - 5" OAK 317 - 3" OAK
224 - 8" OAK 255 - 5" OAK 286 - 5" OAK 318 - 5" OAK
x225 - 6" OAK 1 256 - 6" OAK 287 - 4" OAK 319 - 2-7" OAK
x226 - 4" OAK 1 257 - 6" OAK 288 - 4" OAK 320 - 7" OAK a:
x227 - 4" OAK 1 258 - 3" OAK 289 - 4" OAK 321 - 6" OAK
X228 - 5" OAK 1 x 259 - 4" OAK 1 290 - 6" OAK 322 - 6" OAK ~
X229 - 6" OAK 1 x 260 - 3" OAK 0 291 - 2-7" OAK 323 - 4" OAK
x230 - 6" OAK 1 x 261 - 5" OAK 1 x 293 - 5" OAK 1 324 - 6" OAK
X231 - 5" OAK 1 x 262 - 6" OAK 1 x 294 - 2-10" OAK ... 325 - 13" OAK
X232 - 6" OAK 1 263 - 4" OAK x 295 - 4-10" OAK 8 326 - 5" CHINABERRY DATE: SEP 0 7 2004
(TOTALJ 3e + (TOTALJ 12 + (TOTALJ 15 + (TOTAL) 7 - 89
66 EACH
i
TOTAL TREES TO BE REMOVED
TOTAL TREE CREDITS REMOVED - 69 EACH
SEE SHEET L 1 FOR ADDITIONAL ARBOR INFORMATION
SHEET: 8 OF: 8
Native #
2
6
* 3
* 3
18
8
28000
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P!:=/lNG
.92 acres
6 trees required
66 trees removed
63 @ 1: 1
3 @2:1
69 total tree credits removed
Due to only 6 trees
needing to be planted
the 20% rule cannot be
implemented or each
tree would be different.
I have selected drought
tolerant native trees.
71 trees to remain
69 @ 1: 1
1 @4:1
1 @3:1
76 total tree credits to remain
The sod is to be bahia
and therefore no
irrigation of the sod IS
required. Inground
irrigation will be
provided ot the building
perimeter and screening
hedge. The trees will
receive bubblers.
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TREE CHART
x 202 - 6-6" OAK x 233 - 6" OAK 264 - 6" OAK 296 - 4" OAK 327 - 5" CHINABERRY
x 203 - 6" OAK x 234 - 3" OAK 265 - 5" OAK 297 - 5" OAK 328 - 2-8" OAK
x204 - 9" OAK x 235 - 5" OAK 266 - 2-3" OAK x 298 - 5" OAK 329 - 18" TREE
x205 - 5" OAK x 236 - 4" OAK 267 - 2-6" OAK x 299 - 5" OAK 330 - 8" OAK
x 206 - 5" OAK x237 - 7" OAK x 268 - 5" OAK x 300 - 3" OAK 331 - 4" OAK
x207 - 6" OAK 238 - 7" OAK x 269 - 5" OAK x 301 - 4" OAK 332 - 3" OAK
x 208 - 7" OAK 239 - 5" OAK 270 - 5" OAK x302 - 4" OAK 333 - 3" OAK
x 209 - 4" OAK 240 - 6" OAK 271 - 5" OAK x 303 - 4" OAK 334 - 4" OAK
x210 - 5" OAK x 241 - 4" OAK 272 - 4" OAK x 304 - 3" OAK 335 - 5" OAK
x 211 - 5" OAK x 242 - 5" OAK 273 - 3" OAK x 305 - 3" OAK 336 - 5" OAK
x 212 - 7" OAK x 243 - 3" OAK 274 - 7" PINE x 306 - 5" OAK 337 - 5" OAK
x 213 - 6" OAK x 244 - 4" OAK 275 - 5" OAK 307 - 6" OAK
x214 - 5" OAK x 245 - 4" OAK 276 - 7" OAK x308 - 3" OAK X = TREES TO BE
x215 - 4" OAK x 246 - 4" OAK 277 - 7" OAK x309 - 6" OAK REMOVED
x 216 - 2-7" OAK x 247 - 5" OAK 278 - 3" OAK x 310 - 3" EAR
x217 - 7" OAK 248 - 4" OAK 279 - 3" OAK x 311 - 3" EAR
x218 - 3" OAK 249 - 5" OAK 280 - 4" OAK 312 - 3" OAK
x219 - 3" OAK 250 - 3" OAK 281 - 7" OAK 313 - 3" OAK
x 220 - 4" OAK 251 - 7" OAK 282 - 6" OAK 314 - 5" OAK
x221 - 6" OAK 252 - 7" OAK 283 - 6" OAK 315 - 2-5" OAK
x 222 - 5" OAK 253 - 3" OAK 284 - 5" OAK 316 - 6" OAK
x 223 - 5" OAK 254 - 2-4" OAK 285 - 5" OAK 317 - 3" OAK
224 - 8" OAK 255 - 5" OAK 286 - 5- OAK 318 - 5" OAK
x 225 - 6" OAK 256 - 6" OAK 287 - 4" OAK 319 - 2-7" OAK
x226 - 4" OAK 257 - 6" OAK 288 - 4" OAK 320 - 7" OAK
x 227 - 4" OAK 258 - 3" OAK 289 - 4" OAK 321 - 6" OAK
x 228 - 5" OAK x 259 - 4" OAK 290 - 6" OAK 322 - 6" OAK
x229 - 6" OAK x260 - 3" OAK 291 - 2-7- OAK 323 - 4" OAK
x 230 - 6" OAK x261 - 5" OAK x 293 - 5" OAK 324 - 6" OAK
x 231 - 5" OAK x262 - 6" OAK x 294 - 2-10" OAK 325 - 13" OAK
x 232 - 6" OAK 263 - 4" OAK x 295 - 4-10" OAK 326 - 5" CHINABERRY
KEY BOTANICAL NAME SIZE SPACING TYPE COLOR
MULCH s Mulch as shown -
PM P us mac lIa 24" O.C. SHRUB-TALL
QV Quercus erminata as shown TREE-LARGE
PE Pinus elliotti 'densa' as shown TREE-LARGE
LO Loropetalum chinense 30" O,C, SHRUB-MEDIUM PINK
FS sellowiana 30" O.C, SHRUB-M EDIUM WHITE
SOD um notatum 'A ne' as shown SOD
SHEET: L 1 OF: L 3
PART 1 GENERAL
1.01 WORK DESCRIPTION
A. THE WORK IN THIS SECTION CONSISTS OF FURNISHING, PLANTING, WATERING, FERTILIZING,
MAINTAINING AND MULCHING ALL PLANTS AND LAWN AREA OF SPECIES, SIZE AND QUANTITY
Ni INDICATED ON THE LANDSCAPE ARCHITECTURE DRAWINGS OR AS DIRECTED BY THE
LANDSCAPE ARCHITECT.
1.02 DELIVERY, STORAGE AND HANDLING
A. PLANT TRANSPORTATION, STORAGE AND HANDLING SHALL COMPLY WITH ALL FEDERAL AND
AND STATE REGULATIONS. STORAGE OF ANY MATERIAL ON SITE SHALL BE COORDINATED
WITH THE OWNER,
1.03 GUARANTEE
A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTING WORK FOR A PERIOD OF
12 MONTHS AND ALL SOD FOR 6 MONTHS AFTER THE DATE OF PROVISIONAL ACCEPTANCE.
DURING THIS PERIOD THE LANDSCAPE CONTRACTOR SHALL CONTINUE THE OBSERVATION
OF PLANTS AND GUARANTEED WORK. THE CONTRACTOR SHALL SUBMIT MONTHLY
OBSERVATION REPORTS TO THE OWNER WITH A COpy TO THE LANDSCAPE ARCHITECT
DURING THE GUARANTEE PERIOD. THE PURPOSE OF THESE REPORTS IS TO STATE ANY
MAINTENANCE DEFICIENCIES OBSERVED, IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY
TO REPORT THESE TO PROTECT HIS GUARANTEE. FAILURE TO SUBMIT REPORTS ELIMINATES
ANY CLAIMS THAT THE GUARANTEE IS NOT VALID DUE TO IMPROPER MAINTENANCE BY
THE OWNER.
B. REPLACEMENT OF DEFLECTED PLANTS: ANY DEAD PLANTS, PLANTS SHOWING INDICATIONS
OF LACK OF HEALTH AND VIGOR, OR PLANTS WHICH DO NOT EXHIBIT THE CHARACTERISTICS
TO MEET SPECIFICATIONS SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN
TWO WEEKS OF WRITTEN NOTICE FROM THE OWNER OR LANDSCAPE ARCHITECT. THE
REPLACEMENT PLANTS SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST
TO THE OWNER AND SHALL BE GUARANTEED FOR TWELVE (12) MONTHS FROM THE DATE OF
INSTALLATION. ALL REPLACEMENTS SHALL MEET ORIGINAL SPECIFICATIONS.
C. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT
IN WRITING, TEN DAYS PRIOR TO THE END OF THE GUARANTEE PERIOD. THE GUARANTEE
SHALL BE EXTENDED UNTIL SUCH WRITTEN NOTIFICATION IS RECEIVED.
B. ALL CONTAINERS SHALL BE CUT AND OPENED FULLY, IN A MANNER THAT WILL
NOT DAMAGE THE ROOT SYSTEM, CONTAINER GROWN PLANTS SHALL NOT BE
REMOVED FROM THE CONTAINER UNTIL IMMEDIATELY BEFORE PLANTING.
3. BARE ROOT PLANTS:
NO BARE ROOT PLANTS SHALL BE USED.
1.04
JOB CONDITIONS
C. PLANTING MATERIALS:
1. TOP SOIL/BACK FILL:
A. TOPSOIL SHALL BE FRIABLE LOAM TYPICAL OF LOCAL CULTIVATED TOPSOIL,
CONTAINING AT LEAST 10"- DECAYED ORGANIC MATTER (HUMUS). IT SHALL BE
TAKEN FROM A WELL DRAINED SITE, IT SHALL BE REASONABLY FREE OF
WEEDS, SUB SOILS, STONES, CLODS, STICKS, ROOTS AND OTHER OBJECTIONABLE
EXTRANEOUS MATTER OR DEBRIS. IT SHALL NOT CONTAIN TOXIC MATERIALS
AND SHALL HAVE AN ACIDITY RANGE OF pH 5.0-7.0, TOP SOIL FROM NUT
GRASS OR TRTOPEDO GRASS INFESTED AREAS WILL NOT BE ACCEPTABLE.
B. ANY NECESSARY SOIL TESTING SHALL BE THE LANDSCAPE CONTRACTORS
RESPONSIBILITY. ALL PLANTING BEDS SHALL BE TESTED AND AMENDED
AND AMENDED FOR PERCOLATION PRIOR TO PLANT INSTALLATION
C. SOIL PREPARATION: PRIOR TO PLACING MIX AND BACK FILL OR COMMENCING
WITH PLANTING, ANY OR ALL AREAS THAT HAVE BEEN PREVIOUSLY COMPACTED
FOR PARKING LOTS SHALL BE EXCAVATED AND OTHER AREAS ARE TO BE ROTOTILLED
AND TREATED WITH PRE-EMERGENT HERBICIDE.
2. FERTILIZER: FERTILIZER SHALL BE A COMPLETE FERTILIZER OF WHICH 50"- OF THE
THE ELEMENTS SHALL BE DERIVED FROM ORGANIC SOURCES. OSMOCOTE SLOW RELEASE
9 MONTH FORMULA OR EQUAL SHALL BE PLACED ACCORDING TO DIRECTIONS ABOVE
EACH PLANT. IT SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES BY WEIGHT:
A. NITROGEN N-18"-
B. PHOSPHORUS P-6"-
C. POTASSIUM K-12"-
D. OTHER ANALYSIS AS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT.
E. IN ADDITION THE RECOMMENDED MICRO NUTRIENTS MUST BE PRESENTING THE
GUARANTEED ANALYSIS
3, PLANTING MIXTURE: PLANTING MIXTURE SHALL CONSIST OF APPROXIMATELY FOUR
PARTS OF ACCEPTABLE NATURAL TOPSOIL AND ONE PART PULVERIZED PEAT OR
STERILIZED MANURE. ACCORDING TO DIRECTIONS COMMERCIAL FERTILIZER HAVING AN
ANALYSIS OF 1 B 6 12, SHALL BE ADDED TO THE BOTTOM OF EACH PLANTING HOLE.
A. AZALEA MIXTURE MUST BE USED FOR PLANTS WHICH PREFER LOW pH. THE
NUTRIENT PERCENTAGES-MIRACID 30 10 10. PLANTS WHICH PREFER LOW pH
ARE AZALEAS, BLUEBERRIES, CAMELLIAS, DOGWOOD, FERNS, FIR, GARDENIAS,
HAWTHORN, HOLLY, HYDRANGEA, JUNIPER, LAUREL, MAGNOLIA, OAKS, ORCHID,
PINE, RHODODENDRON AND PHOTINEAS.
B. ACCEPTABLE ARTIFICIALLY PREPARED PLANTING COMPOST MATERIAL APPROVED
BY THE LANDSCAPE ARCHITECT WILL BE PERMITTED, IN LIEU OF THE PULVERIZED
PEAT OR STERILIZED MANURE, IN THE PREPARED NATURAL TOPSOIL MIXTURE
FOR USE Ni BACK FILL MATERIAL.
4. MULCH: WOOD MULCH SHALL BE SHREDDED CYPRESS, PINE. BARK, PINE NEEDLES,
MELALEUCA MULCH, LAVA ROCK OR OTHER, FREE OF WEEDS, OR OTHER DEBRIS.
ALL ROCK AREAS SHALL HAVE FILTER FABRIC BENEATH
5. WATER: SUITABLE WATER AND WATERING EQUIPMENT FOR THE IRRIGATION OF THE NEW
PLANTINGS DURING THE PROGRESS OF INSTALLATION AND THE GUARANTEE PERIOD SHAll
BE PROVIDED BY THE LANDSCAPE CONTRACTOR. ARRANGEMENTS MAY BE MADE WITH
THE OWNER, IF THE PERMANENT IRRIGATION SYSTEM HAS BEEN INSTALLED AND IS
OPERABLE.
A. PROTECTION: THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK
AGAINST INJURY FROM ANY CAUSES. LANDSCAPE CONTRACTOR SHALL PROVIDE AND
MAINTAIN ANY NECESSARY SAFEGUARDS FOR THE PROTECTION OF THE PUBLIC. HE
SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY
WHICH MAY OCCUR AS A RESULT OF HIS EXECUTION OF HIS WORK.
B. EXISTING CONDITIONS:
1. THE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN DIGGING AND OTHER WORK
SO Ni NOT TO DAMAGE EXISTING WORK INCLUDING OVERHEAD OR UNDERGROUND
PIPES, CABLES AND UTILITY LINES OF ANY KIND. SHOULD THE OVERHEAD OR
UNDERGROUND OBSTRUCTIONS INTERFERE WITH PLANTING, THE LANDSCAPE
ARCHITECT SHALL BE CONSULTED AND WILL ADJUST THE LOCATION OF PLANTS
TO CLEAR SUCH OBSTRUCTIONS. THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK.
2. SHOULD ANY OBJECTIONABLE MATERIALS SUCH AS OLD CONCRETE, BRICKS OR
OTHER DEBRIS BE ENCOUNTERED DURING PLANTING OPERATIONS, THEY SHALL BE
REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR.
1.05 QUALITY CONTROL
A. THE LANDSCAPE ARCHITECT SHALL HAVE THE RIGHT AT ANY STAGE OF THE OPERATIONS TO
REJECT ANY AND ALL WORK AND MATERIALS WHICH IN HER OPINION DOES NOT MEET
WITH THE REQUIREMENTS OF THESE SPECIFICATIONS.
B. ALL PLANTING SHALL BE PERFORMED BY THE PERSONNEL FAMILIAR WITH PLANTING PROCEDURES
AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. ANYTHING PLANTED TOO
HIGH OR TOO LOW OR WITHOUT FERTILIZER OR WATER RINGS SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
C, ALL WORK SHALL COMPLY WITH APPLICABLE CODE AND REGULATIONS.
D. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH THE OTHER TRADES TO
PREVENT CONFLICTS.
1.06 QUANTITIES
A. IN THE EVENT OF A DIFFERENCE BETWEEN QUANTITIES LISTED IN THE PLANT LIST AND THOSE
SHOWN ON THE PLANS, THE PLANS SHALL CONTROL THE QUANTITIES. THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO
ISSUANCE OF CONTRACT.
PART 3 EXECUTION
3.01 PREPARATION
A. UNDERGROUND OBSTRUCTIONS:
1. UPON REQUEST FROM THE LANDSCAPE CONTRACTOR, THE OWNER SHALL PROVIDE PLANS
SHOWING THE LOCATION OF UNDERGROUND UTILITIES AND/OR WILL ASSIST THE
LANDSCAPE CONTRACTOR IN SECURING UNDERGROUND LOCATIONS FROM THE OTHER
PUBLIC UTILITY COMPANIES, SUCH AS TELEPHONE, CABLE AND ELECTRICITY ETC.
2. IN THE EVENT THAT ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITY LINES OR
OBSTRUCTIONS OUT OF THE ORDINARY ARE ENCOUNTERED IN ANY PLANT PIT
EXCAVATION, ALTERNATIVE LOCATIONS SHALL BE SELECTED BY THE LANDSCAPE
ARCHITECT. WHERE LOCATIONS CANNOT BE CHANGED AND THE OBSTRUCTION MAY BE
REMOVED THE OBSTRUCTION SHALL BE REMOVED TO A DEPTH OF 3' BELOW GRADE AND
NO LESS THAN 6" BELOW BOTTOM OF THE ROOT BALL WHEN PLANT IS PROPERLY
INSTALLED AT THE REQUIRED GRADE.
B. EXCAVATION OF PLANTING BEDS AND/OR PLANT HOLES:
1. WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE UNSUITABLE FOR PLANT GROWTH,
ALL OF ,THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH PLANTING
MIXTURE.
2. WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE SUITABLE FOR PLANT GROWTH,
THE PLANT HOLE EXCAVATION SHALL BE CYLINDRICAL IN SHAPE, WITH 'THE SIDES
VERTICAL. PLANTS SHAll BE CENTERED IN THE HOLES WITH THE TRUNK VERTICAL,
(NOT NECESSARILY PERPENDICULAR TO GRADE), LOCATION Ni SHOWN IN DETAIl.
FERTILIZER IS TO BE PLACED AT THE TOP OF EACH PLANT TO ENSURE DEEP ROOTING.
PART 2 PRODUCTS
2.01 MATERIALS
A. GENERAL:
1. NOMENCLATURE: ALL TREES, SHRUBS AND PLANTS SHALL BE TRUE TO NAME AS
ESTABLISHED BY THE AMERICAN JOINT COMMlillE ON HORTICULTURAL NOMENCLATURE
PUBLlCATION:"STANDARD PLANT NAMES." THE DESIGNATED AUTHORITY FOR THE
IDENTIFICATION OF ALL MATERIAL SHALL BE THE TWO PUBLICATIONS OF L.H. HORTUS III
AND MANUAL OF CULTIVATED PLANTS AND ALL SPECIMENS SHALL BE TRUE TO TYPE, NAME ETC.
2. GRADE STANDARDS AND QUALITY: ALL PLANTS SHALL BE NURSERY GROWN AND SHALL
COMPLY WITH ALL REQUIRED INSPECTION , GRADING. STANDARDS AND PLANT REGULATIONS
AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE, "GRADES AND STANDARDS
FOR NURSERY PLANTS", PART 1 AND 2 (INCLUDING REVISIONS).
A. THE MINIMUM GRADE FOR ALL TREES AND SHRUBS SHALL BE FLORIDA NO. 1
UNLESS OTHERWISE INDICATED AND ALL PLANTS SHALL BE HEALTHY,
VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED (WHEN IN LEAF). THEY
SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE
OF DISEASE, INSECT PESTS, EGGS, OR LARVAE AND THEIR EFFECTS.
3. MEASUREMENTS: AFTER PRUNING AND SHAPING, THE MINIMUM ACCEPTABLE SIZE
OF ALL PLANTS MEASURED WITH BRANCHES IN NORMAL POSITIONS SHALL CONFORM
TO THE SPECIFIED SIZES Ni SHOWN ON THE PLANS. SIZES SPECIFIED ARE MINIMUM
STANDARDS. PLANTS SHALL EQUAL TO OR LARGER THAN ALL CATEGORIES (HEIGHT,
SPREAD, CALIPER) OF SIZE SPECIFICATIONS. DEVIATIONS FROM THESE
MEASUREMENTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. CALIPER OF
TREE TRUNKS SHALL BE MEASURED 12" ABOVE THE ROOT BALL. ,DBH 4 FEET ABOVE.
4. PLANT PROTECTION: PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE SITE
BY BEING THOROUGHLY WATERED, KEPT MOIST AND PROPERLY MAINTAINED UNTIL PLANTED.
B. PLANT MATERIALS: PLANTS FOR LANDSCAPING SHALL BE CLASSIFIED UNDER THE FOLLOWING
DESIGNATIONS, WITH REFERENCE TO METHOD OF CULTIVATION, ROOT SYSTEM STATUS, ETC.
1. BALLED AND BURLAPPED: PLANTS SO CLASSIFIED SHALL BE DUG WITH FIRM NATURAL
ROOT BALLS OF EARTH, OF SUFFICIENT DIAMETER AND DEPTH TO INCLUDE MOST OF THE
FIBROUS ROOTS. THE ROOT BALL OF THESE PLANTS SHALL BE PROPERLY WRAPPED WITH
BURLAP SACK MATERIAL AND REMAIN PROTECTED AND WET UNTIL THEY ARE PLANTED. THE
PLANT SHALL BE HANDLED ONLY BY THE EARTH BALL AND NOT BY THE PLANT ITSELF. ALL
BALLED AND BURLAPPED PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY
SHALL BE HEALED IN THE GROUND AND SHALL BE WELL PROTECTED WITH SOIL, WET MOSS OR
OTHER ACCEPTABLE MATERIAL. THE PLANT SHALL BE SET WITH THE BURLAP COVER INTACT
WITH THE BURLAP SHOWING, UNTIL INSPECTION. AT FINAL INSPECTION THE BURLAP WILL BE
CUT AWAY TO GROUND LEVEL, FAILURE TO CUT AWAY OR LAY BACK BURLAP AFTER PLANTING
MAY CONSTITUTE REJECTION OF PLANT MATERIAL.
2. CONTAINER GROWN PLANTS:
A. CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN A CONTAINER LARGE
ENOUGH AND FOR SUFFICIENT TIME TO ENABLE THE ROOT SYSTEM TO HAVE
DEVELOPED ENOUGH TO HOLD THE SOIL TOGETHER FIRM AND WHOLE. NO PLANTS
SHALL BE LOOSE IN THE CONTAINER. PLANTS WHICH HAVE BECOME POT BOUND
OR FOR WHICH THE TOP SYSTEM IS TOO LARGE FOR THE SIZE OF THE CONTAINER
WILL NOT BE ACCEPTABLE.
C. PROTECTION OF EXISTING TREES: THE CONTRACTOR SHALL PROTECT EXISTING TREES FROM
DAMAGE. WHERE DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REMOVE DAMAGED TREE AND
REPLACE IT WITH THE APPROPRIATE KIND AND SIZE RECOMMENDED BY THE LANDSCAPE
ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER,
D. GRADES: IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO FINISH (FINE)
GRADE ALL LANDSCAPE AREAS ELIMINATING ALL SURFACE IRREGULARITIES, DEPRESSIONS, STICKS,
STONES AND OTHER DEBRIS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, AFTER THE
GRADE HAS BEEN ESTABLISHED AND COMPACTED TO THE REQUIRED DEPTH, NO SOD SHALL BE
LAID UNTIL THE GRADE HAS BEEN APPROVED.
3.02
PLANTING
A. SETTING OF PLANTS:
1, WHEN LOWERED INTO THE HOLE THE PLANT SHALL REST ON A PREPARED HOLE BOTTOM
SUCH THAT THE ROOTS ARE 1" ABOVE THE LEVEL OF THEIR
PREVIOUS GROWTH AND SO ORIENTED SUCH AS TO PRESENT THE BEST APPEARANCE.
THE CONTRACTOR, WHEN SETTING PLANTS IN HOLES, SHALL MAKE ALLOWANCES FOR
ANY GREATER ANTICIPATED SETTLING OF THE PLANTS.
2. THE BACK FILL SHALL BE MADE WITH PREPARED TOPSOIL AS SPECIFIED IN SECTION 3,1
AND SHALL BE FIRMLY PACKED AND WATERED IN, SO THAT NO AIR POCKETS REMAIN,
THE QUANTITY OF WATER APPLIED IMMEDIATELY UPON PLANTING SHALL BE SUFFICIENT
TO THOROUGHLY MOISTEN ALL OF THE BACK FILLED EARTH, PLANTS SHALL BE KEPT
IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING.
B. STAKING AND GUYING: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL
PLANTS IN A PLUMB, UPRIGHT POSITION UNTIL THE END OF THE GUARANTEE PERIOD. STAKING
SHALL BE THE OPTION OF THE CONTRACTOR, ALTHOUGH ALL DAMAGED PLANTS RESULTING FROM
THE LACK OF PROPER STAKING AND GUYING SHALL BE REPLACED BY THE LANDSCAPE
CONTRACTOR AT NO EXPENSE TO THE OWNER. ALL TREE GUY WIRES SHALL BE FLAGGED WITH
WHITE PVC PIPE 2' LONG
C, PRUNING:
1. ALL BROKEN OR DAMAGED ROOTS SHALL BE CUT OFF SMOOTHLY AND THE TOPS OF ALL
TREES SHALL BE PRUNED IN A MANNER COMPLYING WITH STANDARD HORTICULTURAL
PRACTICE. AT THE TIME PRUNING IS COMPLETED, ALL REMAINING WOOD SHALL BE ALIVE.
ALL CUT SURFACES OF ONE (1) INCH OR MORE IN DIAMETER, ABOVE THE GROUND,
SHAll BE TREATED WITH AN APPROVED COMMERCIAL TREE PAINT. FINE PRUNING FOR
TREE SHAPE AND APPEARANCE MUST BE DONE PRIOR TO FINAL ACCEPTANCE.
2. AT THE END OF THE GUARANTEE PERIOD AT LEAST 95% OF THE WOOD REMAINING SHALL
BE ALIVE.
D. MULCHING: WITH IN ONE WEEK AFTER PLANTING MULCH MATERIAL SHALL BE UNIFORMLY
APPLIED TO A MINIMUM LOOSE THICKNESS OF 3 INCHES OVER THE ENTIRE AREA OF THE
BACK FILLED HOLE OR BED. DO NOT LET MULCH CONTACT DIRECTLY THE CROWN OF THE STEMS
OR TRUNK. THE MULCH SHALL BE MAINTAINED CONTINUOUSLY IN PLACE UNTIL THE TIME OF
FINAL INSPECTION. MULCHING OF ANNUAL BEDS TO BE EXCHANGED MORE THAN TWO TIMES PER
YEAR SHALL NOT BE MULCHED BUT AMENDED WITH PEAT AND TREATED WITH A PRE-
EMERGENT HERBICIDE. All FREE STANDING TREES SHALL HAVE A 3' DIAMETER RING FREE OF SOD
E. WATERING: THE LANDSCAPE CONTRACTOR SHALL CONTINUE WATERING FOR Ni LONG Ni IS
NECESSARY TO PROPERLY ESTABLISH THE NEW PLANTINGS. CARE SHALL BE TAKEN TO
PREVENT STAINING OF NEW CONSTRUCTION AREAS, WHERE TEMPORARY WELL WATER IS USED.
F. PEST CONTROL: PRIOR TO FINAL ACCEPTANCE IN 12 MONTHS, ANY OCCURRENCE OF SCALES,
BORERS, FOLIAR FEEDERS, APHIDS, MITES, LEAF SPOT, DIEBACK, NEMATODES AND FUNGI, SHAll
BE TREATED IMMEDIATELY WITH APPROPRIATE PESTICIDE, OR FUNGICIDE, BY THE LANDSCAPE
CONTRACTOR.
G. FERTILIZER: ALL LAWNS SHALL RECEIVE FERTILIZER EVERY THREE MONTHS DURING THE
PLANTING AND GUARANTEE PERIOD WITH 50"- ORGANIC 16 4 B. ALL PLANTS TO BE FERTILIZED
WITH OSMOCOTE 9 MONTH 1 B 6 12,
3.03
BERMING
A. FILL DIRT: FILL DIRT SHALL BE LOCALLY OBTAINED MATERIAL FROM NATURALLY DRAINED
SOURCES, FREE FROM STONES LARGER THAN 1 INCH DIAMETER AND OTHER MATERIALS
HARMFUL TO SUCCESSFUL DRAINAGE AND PLANT GROWTH. SOIL SHALL BE WELL MIXED. A
MAXIMUM OF 25"- MUCK OR CLAY COMPOSITION Will BE ACCEPTABLE, PROVIDED THE
LANDSCAPE CONTRACTOR CONDUCT A PERCOLATION TEST WHICH PROVES THAT 12" OF STANDING WATER
WILL DRAIN WITHIN A 10 HOUR PERIOD.
B. GRADING: GRADING AREAS INDICATEDSHALl HAVE UNIFORM LEVELS OR SLOPES WITH NO MORE THAN
3: 1 MAXIMUM SLOPE. BERMS SHALL BE GENTLY ROLLING AND PARABOLIC,
C. REPAIR: GRADES WHICH ARE UNDER THE LANDSCAPE ARCHITECTS SCOPE, WHICH HAVE
SETTLED, ERODED, RUTTED OR ARE OTHERWISE DAMAGED WILL BE REPAIRED AND REESTABLISHED
BY THE LANDSCAPE CONTRACTOR,
3.04
SODDING
A. THE SOD SHALL BE OF FIRM TOUGH TEXTURE HAVING A COMPACT GROWTH OF GRNiS WITH GOOD
ROOT DEVELOPMENT. IT SHALL CONTAIN NO BERMUDA GRASS, WEEDS OR ANY OTHER
OBJECTIONABLE VEGETATION. THE SOIL EMBEDDED IN THE SOD SHALL BE GOOD CLEAN EARTH
FREE FROM STONES AND DEBRIS. THE SOD SHALL BE FREE FROM FUNGUS, INSECTS, GRUBS AND
OTHER DISEASES. SOD AREAS ARE TO BE RAKED SMOOTH AND WATERED PRIOR TO SOD
INSTALLATION. ADJACENT TO SIDEWALKS AND CURBS TOP OF SOIL OF GRASS SHALL BE FLUSH
WITH TOP OF WALK, SO AS NOT TO INTERFER WITH GRADED DRAINAGE.
B. SOLID SOD SHALL BE LAID WITH TIGHTLY ABUTTING JOINTS AND TAMPERED OR ROLLED EVEN, NO
DEPRESSIONS OR LUMPS TO CAUSE SCALPING DURING MOWING.. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO CREATE A NEAT CLEAN EDGE OF SOD ADJACENT TO ALL PAVING AND SHRUB AREAS,
C, AFTER THE SOD IS LAID, A TOP DRESSING OF CLEAN SAND WILL BE EVENLY APPLIED TO THE
JOINTS WHICH NEED FILLING.
D. IN ORDER TO PREVENT SLIPPAGE, AND TO PREVENT WASH OUT OF STRAIGHT SEAMS, SOD WILL
BE PEGGED ON SLOPES AND PLACED IN A STAGGERED FASHION,
E, ALL SOD AREAS WILL BE TREATED WITH A FERTILIZER CONTAINING THE RATIO 16 4 8 WHICH
IS 50"- ORGANIC WITH MICRO NUTRIENTS, AT A RATE OF 10 LB/1000 S,F. THIS SHALL BE DONE
ONCE AT THE BEGINNING AND AGAIN AT THE END OF THE 6 MONTH SOD GUARANTEE PERIOD.
3.05
FI ELD QUALITY CONTROL
A. MAINTENANCE PRIOR TO FINAL ACCEPTANCE:
1. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL
CONTINUE UNTIL FINAL ACCEPTANCE AT THE END OF THE GUARANTEE PERIOD. PLANTS
SHALL BE WATERED, MULCHED, WEEDED, PRUNED, SPRAYED, FERTILIZED, CULTIVATED AND
OTHERWISE MAINTAINED AND PROTECTED FOR THE PERIOD OF TIME STATED ABOVE. SOD
SHALL BE MOWED ON A REGULAR BASIS, ONCE PER WEEK IN THE SUMMER (MAY-OCT)
AND ONCE A MONTH IN THE WINTER. A SEPARATE CONTRACT FOR THIS CAN BE LET BY
THE OWNER, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE THE
MATERIALS ARE PROPERLY MAINTAINED.
2. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE POSITION. PLANTING SAUCERS
MUST BE CONTINUOUSLY MAINTAINED.
3. DEFECTIVE WORK SHALL BE CORRECTED AS SOON AS POSSIBLE AFTER IT BECOMES
APPARENT. UPON COMPLETION OF PLANTING THE LANDSCAPE CONTRACTOR SHAll
REMOVE FROM THE SITE EXCESS SOIL AND DEBRIS, AND REPAIR ANY DAMAGE TO
STRUCTURES, ETC. RESULTING FROM PLANTING OPERATIONS,
IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING,
4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AGAINST MECHANICAL
DAMAGE INCLUDING PROTECTION FROM VEHICLES, BY POSTING OF APPROVED WARNING
SIGNS AND/OR BARRICADES, AS MIGHT BE NECESSARY. HE SHALL REPAIR, RESTORE
OR REPLACE ANY PLANTS OR PLANTING AREAS WHICH MAY BECOME DAMAGED AS A
RESULT OF ANY NEGLIGENCE BY HIM IN COMPLYING WITH THESE REQUIREMENTS, Ni A
SPECIFIC REQUIREMENT OF THESE CONDITIONS, THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR ASSURING THAT ALL PLANTS AT THE TIME OF FINAL INSPECTION
EXHIBIT THE CHARACTERISTICS AND QUALIFICATION REQUIRED FOR THE GRADE OF PLANT
AS ORIGINALLY SPECIFIED,
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL WATERING REQUIRED IF
IRRIGATION PROVES TO BE INADEQUATE FOR FRESHLY PLANTED MATERIAL.
6. EXCEPT AS OTHERWISE SPECIFIED THE LANDSCAPE CONTRACTOR'S WORK SHALL CONFORM
TO ACCEPTED STANDARD HORTICULTURAL PRACTICES.
B, PROVISIONAL ACCEPTANCE:
1. UPON COMPLETION OF ALL WORK INCLUDING MAINTENANCE, THE LANDSCAPE CONTRACTOR
SHALL ARRANGE FOR A PROVISIONAL INSPECTION. THE LANDSCAPE WORK MAY BE
REVIEWED FOR ACCEPTANCE IN PARTS, PROVIDED THE WORK OF ONE UNIT OR AREA
PART IS OF SUBSTANTIAL SIZE.
2, THE DATE OF PROVISIONAL ACCEPTANCE SHALL MARK THE BEGINNING OF THE
GUARANTEE PERIOD. THIS DATE MUST BE SPECIFIED BY WRITTEN NOTIFICATION TO THE
LANDSCAPE ARCHITECT AND THE OWNER.
C. FINAL ACCEPTANCE INSPECTION:
1. AT THE END OF THE GUARANTEE PERIOD, INSPECTION OF PLANTS WILL BE MADE BY THE
LANDSCAPE ARCHITECT lOR OWNER. WRITTEN NOTICE IS TO BE SUBMITTED TO THE
LANDSCAPE ARCHITECT/OR OWNER BY THE CONTRACTOR AT LEAST TEN DAYS BEFORE
THE ANTICIPATED INSPECTION DATE.
2. ALL DEFECTS DISCOVERED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT
NO ADDITIONAL COST TO THE OWNER, WITH IN TWO WEEKS OF THIS INSPECTION OR THE
CONTINGENT FINAL ACCEPTANCE OF THE GUARANTEE INSPECTION SHALL BE VOID AND A
NEW FINAL GUARANTEE INSPECTION SCHEDULED.
ADJUSTMENT AND CLEANING
3.06
A. CLEANING UP THE SITE: UPON COMPLETION OF ANY PORTION OF THE LANDSCAPE PROJECT
THE LANDSCAPE CONTRACTOR MUST THOROUGHLY CLEAN UP THE PROJECT SITE. IN ADDITION
TO REMOVING ALL EQUIPMENT, UNUSED MATERIALS, DELETERIOUS MATERIAL AND SURPLUS
MATERIAL, THE LANDSCAPE CONTRACTOR SHALL FINE GRADE ALL DISTURBED AREAS AND THE
AREAS ADJACENT TO THE NEW PLANTINGS TO PROVIDE A NEAT AND UNIFORM SITE.
SPECIFICALLY, THE SOD AREAS ADJACENT MUST BE AS REQUIRED. ALL DAMAGED OR ALTERED
EXISTING STRUCTURES, AS A RESULT OF THE LANDSCAPE WORK SHALL BE CORRECTED BEFORE
PROVISIONAL ACCEPTANCE IS GRANTED AND GUARANTEE PERIOD BEGINS.
B, ADDITIONAL PLANT MATERIAL: ADDITIONAL PLANT MATERIAL REQUIRED DUE TO A DISCREPANCY
IN THE PLANT LIST, THE PLANS OR CHANGES IN THE SITE SHALL BE PROVIDED AT THE SAME
RATE AS ORIGINALLY SPECIFIED IN THE BID. ANY DEVIATIONS FROM THE PLANS PROVIDED SHALL
REQUIRE A CHANGE ORDER SIGNED BY THE LANDSCAPE ARCHITECT, PRIOR TO THE WORK.
3.07
TRANSPLANTING OPERATIONS
THE LANDSCAPE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MINIMIZE SHOCK OF ROOT PRUNING
AND TRANSPLANTING IN ACCORDANCE WITH NURSERY TRADE PROCEDURES INCLUDING THE FOLLOWING
WHERE TIME IS AVAILABLE.
A. PHNiE ONE - INITIAL REMOVAL
1. ROOT PRUNE ONE THIRD OF BALL AT A TIME A MINIMUM OF 6 WEEKS BEFORE REMOVAL.
2. THIN OUT INTERIOR CROWN OF DICOTS IN A MANOR, TO COMPENSATE FOR ROOT LOSS,
LEAVING THE SHAPE OF THE CANOPY INTACT.
3. LEAVE MONOCOT LEAVES ALONE ALLOWING PLANT TO BALANCE ITSELF PROTECT GROWING
POINT AS NECESSARY.
4. AFTER ROOT PRUNING BACK FILL WITH GOOD ORGANIC ROOTING MEDIUM FERTILIZE WITH
ORGANIC FERTILIZER TO PROMOTE ROOT GROWTH. FULLY PROTECT PLANTS FROM DAMAGE
BY SUN, WIND, DROUGHT, WATER AND OTHER INJURIOUS CONDITIONS DURING TEMPORARY
STORAGE.
5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE STORED
PLANTS UNTIL THEIR REUSE. HE SHALL NOTIFY THE OWNER IN WRITING OF ANY CONDITIONS
BEYOND HIS CONTROL, WHICH ARE ADVERSELY AFFECTING THE STORED PLANTS.
B. PHASE TWO - STORAGE UNTIL REPLANTING SEE AREA DESIGNATED ON PLANS OR PROVIDE
OFF SITE TEMPORARY STORAGE.
1. PROVIDE TEMPORARY IRRIGATION FOR THIS HOLDING AREA. MULCH TO REDUCE WEEDS,
DISCOURAGE FOOT TRAFFIC AND ITS COMPACTING EFFECT, CONSERVE MOISTURE AND
MINIMIZE TEMPERATURE FLUCTUATIONS.
2. BRACE TRUNK AND LEAVE IN PLACE UNTIL TREES ARE WIND FIRM.
3. WRAP TRUNKS AND STRUCTURAL BRANCHES OF THIN BARKED TREES TO PROTECT AGAINST
SUN SCALD AND DEHYDRATION. RETAIN THIS PROTECTION THROUGH THE COLD SEASON.
4. FEED WITH DILUTED SOLUTION OF NPK IN SOLUBLE FORM WITH A SOIL NEEDLE PROVIDING
WATER, AIR, NUTRIENTS AND A BREAKING UP OF CLODS.
5. WHERE FOLIAGE IS RETARDED SPRAY IT WITH ONE OF THE SOLUBLE AREA TYPES OF
FOLIAR FEEDERS.
6, AT TIME OF REPLANTING TO FILL AIR POCKETS AND TO KEEP ROOTS, ESPECIALLY FEEDER
ROOTS ,MOIST, LIVE AND HEALTHY, USE SOIL NEEDLE FOR WATERING NEW TRANSPLANTS.
DIRECT FINE SPRAY AT FOLIAGE TO HELP HARDEN OFF NEW LEAVES.
7. CONSTANT SPRAY IRRIGATION IN CANOPY OF TREES TO PREVENT EXCESSIVE TRANSPIRATION IS
STRONGLY SUGGESTED.
A. SHRUBS ANDGROUNDCOVERS ADJACENT TO CURVED EDGES
SHALL BE PlANTED IN ROWS WHICH FOLLOW THE CUR\IE.
B. SHRUBS AND GROUNDCOVERS ADJACENT TO S11WG1fi' EDGES
SHALL BE PlANTED IN A TRIANGUlAR PATrERN IN ROWS PARAlLEL
TO THE STRAIGIfi' EDGE.
@
SHRUB AND GROUNDCOVER
PLANTING DETAIL
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WATERING SAUCER
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OR LOOSENED TOPSOIL
EXISTING UNDISTURBED SOL
@
SHRUB AND GROUNDCOVER
PLANTING DETAIL
STAKE TREE TO REMAIN
PERPENDICULAR TO THE GROUND
PlANE
VISIIlLE ROOT FLARE
PROTECTIVE RUBBER HOSE
ROOT BALL " ABOVE GRADE
3' CYPRESS MULCH
PVC PIPE AS FLAG
3. WATERING SAUCER CONTINUOUS
EXISTING GRADE
2" X 2" X 24' GUY WIRE STAKE
PlANTING SOIL MIXTURE
OR LOOSENED TOPSOI..
EXISTING UNDISTRUBEO SOIL
L~x L X --ll~X 1
@
TREE PLANTING
DETAIL
~p~~
WHY A BARRIER?
1. TO PROTECT ALL ABOVE GROUND PORTIONS
2. TO PROTt:CT SOIL NEAR TREE FROM
COIIIPACTION
3. PROVIDES PHYSICAl. AND MENTAL AWARE-
NESS OF TREES' PRESENCE TO EQUIPIlIENT
OPERATORS
WHY IT WORKS
1. NO HEAVY EQUIPMENT AL1.OWED INSIDE
BARRIER, ONLY HAND LABOR
2. NO CONSTRUCTION IlIATERIALS OR TEMPORARY
SOIL DEPOSITS ALLOWED INSIDE THIS AREA
BY OBSElMNG THESE TWO SIIIPLE PRINCIPLES,
A TREES' CHANCE FOR SURVIVAL IS GREATlY
ENHANCED
SPECIFICATIONS FOR WOOD BARRIER
I, MINIMUM RADIUS TO BE PROTt:CTt:D IS
ENTIRE DRIPUNE
2. IIINIIIUM 3' IN HEIGHT
3. UPRIGHTS- THE EQUIVALENT OF 2-.4-
LUMBER ON I' MINIIIUM CENTt:RS
4, HORIZONTAL- THE EQUIVALENT OF 1WO
COURSES OF 1/2- ROPING WITH YEL1.OW
PLASTIC TAPE tLAoGING
D. BARRIERS TO BE ERECTED AROUND TREES
TO RElIAlN BEFORE CONSTRUCTION OR
NEARlY TREES ARE REIIOVED
I. BARRIERS TO REMAIN IN PlACE UNTIL
ALL PAVING. CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF AREA
.HQIEa
BARRIER MUST BE ERECTED
PRIOR TO CONSTRUCTION
@
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TO LATERAL LINE
MAINLINE
PLACE CONTROL 7-~
WlRE6 UNDER MAIN
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ELECTRICAL vALve
WALL OR STRUCTURE
12'
51DEWALK, CURel
ETC.
6FRINKLER NOZZLE
5EE CI-IART
r 51-1RUB ADAPTER AND
NOZZLE. 5EE NOZZLE
CI-IART,
'-IN6TALL RI6ER 4' ABOVE
IN5T ALLED FLANT MATERIAL
PAINT RI5ER SLACK
FINI51-1
GRADE
PVC 6CI-4. 4(2) RISER
- UL TRAvlOLET PROTECTIVE
PVC CLAMP5
FVC FLEX FIFE
U5E 1/2' ON
SFRA Y I-IEADS
.3/4" ON ROTORS
MIN. 18' LENGTI-I
FVC TEE 5X5X5
OR EL60UJ
WOOD DOWEL - FINISI-4 GRADE
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LATERAL LINE
51-1RU6 RI5ER DEl AIL
I-IEAD DEl AIL
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l-IEAD WITl-I MPR NOZZLE
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WITI-4 MPR NOZZLE
RAINBIRD 14(2)2 TREE SUSSLER (~.&~ GFM)
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61ZE Ae el-lOWN ON Tl-IE PLAN. INSTALL vALve IN
AN AMETEK VP-12A VALVE SOX.
------
CLA66 2~~ PVC MAINLINE - I"
CLASS 16~ PVC LATERAL L1NE- SIZE AS 51-40lUN
UNTIL A 6MALLER 61ZE 16 6l-10UJN. (.3/4' MIN)
Be:':::::::': : ::::~ SCI-4EDULE 4(2) PVC SLEEVE. SIZE 2 TIMES Tl-IAT
OF PIPE 61 ZE 61-40WN.
@
CONTROLLER - RAIN61RD EASY RAIN SINGLE-VALve
SATTERY OPERATED CONTROLLER. IN6TALL WITl-I
A MINI-CLIK " RAIN SENeOR.
(f)
POINT OF CONNECTION TO POT A6LE WATER
3/4' METER WITl-I .3/4" eE~vICE LINE,
PROVIDE APPRoveD BACKFLOW FREVENTER
IF REQUIRED. 6EE ENGINEER5 FLANe FOR EXACT
CONNECTION LOCATION.
NOZZLE C~ART
LETTER
GFM AT
3lZ> Fel
RADIUS
FATTERN
MODEL
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18lZ>lZ>-ISEST
18lZ>lZ>-lSSST
4' X IS' END STRIP
4' X 3lZ>' SIDE STRIP
.61
1.2
GENE~L NOTE5
f/"'''~~'~'''
\.....
1) REFER TO TI4E LANDSCAFE FLANS WI4EN TRENCI4ING TO AVOID TREE AND S14RU6 LOCATIONS.
V ALL MAINLINE FIFIN6 514ALL 6E BURIED TO A MINIMUM DEFTI4 OF 24' OF COVER AND ALL
LATERAL FIFIN6 514ALL BE BURIED TO A MINIMUM DEPTI4 OF 18' OF COVER
3) ALL FOF-UF ROTOR AND 5PRAY I4EAD5 514ALL 6E INSTALLED U51NG AN 18' PVC FLEX FIFE
CONNECTION. CONTRACTOR SI4ALL NOT U5E FUNNY FIFE.
4) FIFE 51ZE5 514ALL CONFO~ TO T1405E 5140UN ON TI4E D~WING5. TI4E 5MALLE5T LATE~L
FIFE 51ZE TO A 51NGLE SF~Y OR ROTOR I4EAD SI4ALL 6E 3/4'.
5) ALL RI5ERS 514ALL 6E 5T AKED WITI4 A I' WOOD DOWEL AND 5ECURED WITI4 UV RE515T ANT
FLA5TIC CA6LE TIE5. RISERS AND SI4ALL 6E FAINTED FLAT 6LACK.
6) ALL REMOTE CONTROL VALVE5,6ATE VALVES AND QUICK COUFLER5 51-1ALL BE INSTALLED
IN VALVE 60XES.
1) ALL RI5ERS 514ALL 6E INSTALLED 12' FROM ANY WALL AND A MINIMUM OF 36' FROM ANY
5IDEWALK, FATIO OR ROAD.
S) TI4E EXACT I4EIGI4T OF ANY 12' FOF-UF TI-IAT IS SI40UN IN A S14RU6 6ED 514ALL 6E DETE~INED
6"1" TI4E LANDSCAPE A~I4ITECT IN TI4E FIELD.
~) CONTROL WIRE 514ALL 6E 14-1 UF DIRECT 6URIAL, COLORED RED FOR CONTROL WIRES AND
UJI-IITE FOR COMMON WIRES. NO CROSS CONNECTION 6ETWEEN CONTROLLERS SI4ALL BE
ALLOWED. WIRE 5FLlCES 5l-lALL 6E MADE ONLY IN vALVE 60XES USING RAIN61RD
'SNAF- TITE' CONNECTORS.
112)) ANY FIFING OR vALVES 5140UN OUTSIDE TI4E FROPERTY LINE OR OUTSIDE OF A LANDSCAFE
AREA IS SI-lOUJN TI-IERE FOR DESIGN CLARITY ONLY. ALL FIFING AND VALVES SI4ALL 6E
INSTALLED ON TI4E FROFERTY AND WITI4IN LANDSCAFE AREAS.
11) IT IS TI4E RE5FONSI61L1TY OF TI4E IRRIGATION CONTRACTOR TO FAMILIARIZE I4IM5ELF WITI4,
AND EXERCISE CARE 50 AS TO NOT DAMAGE ANY EXISTING 6E~S, UJALLS, STRUCTURES,
FLANT MATERIALS AND UTILITIES. TI4E IRRIGATION CONTRACTOR SI4ALL 6E RESFONSI6LE
FOR TI4E IMMEDIATE REFAIR OR REFLACEMENT OF ALL ITEM5 DAMAGED BY 1415 WORK.
I4E 514ALL COORDINATE 1415 WORK WITI4 OTI4ER CONTRACTORS FOR TI4E LOCATION AND
IN5TALLATION OF SLEEVES AND FIFIN6 TI4ROU6H WALLS, UNDER ROADWAYS AND FAYING, ETC.
IV DO NOT WILLFULL "I" INSTALL TI4E SFRINKLER SYSTEM AS S140UJN ON THE DRAWINGS WHEN IT IS
06VlOUS IN TI4E FIELD TI4AT UNKNOUN DeSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES
IN AREA DIMENSION6 EXIST THAT MI614T NOT I4AVE BEEN CONSIDERED IN TI4E ENGINEERING.
SUCI4 DeSTRUCTIONS OR DIFFERENCES SI40ULD 6E 6ROUGI4T TO TI4E ATTENTION OF TI4E
OUNER'S AUT140RIZED REFRESENTATIVE. IN TI4E EVENT TI4IS NOTIFICATION IS NOT FE~O~ED,
TI4E IRRIGATION CONTRACTOR SI4ALL ASSUME FULL RESFONSI61L1TY FOR ANY REVISIONS.
13) TI4E CONTRACTOR 514ALL FURNISI4 AND INSTALL AN APPROVED 6ACKFLOW PREVENTER
AND ALL OTI4ER EQUIPMENT REQUIRED FOR FOT ABLE WATER CONNECTION5 FER ALL
LOCAL CODES AND REGULATIONS.
14) FINAL LOCATION OF TI4E AUTOMATIC CONTROLLERCS) SI4ALL 6E APPROVED 6"1" TI4E OWNER'S
AUTI-IORIZED REPRESENTATIVE FRIOR TO INSTALLATION.
15) ELECTRICAL SERVICE TO ALL EQUIPMENT SI4ALL BE FROVIDED TO A JUNCTION 60X AT TI4E
EQUIPMENT LOCATION. (6"1" OTI4ERS. NOT A FART OF THIS CONTRACT) TI4E IRRIGATION
CONTRACTOR SI4AL.L 6E RESFONSI6LE FOR THE FINAL CONNECTION FROM TI4E JUNCTION 60X
TO ALL EQUIPMENT.
16) TI4E IRRI6ATION CONTRACTOR SI4ALL FLU5l-l AND ADJUST ALL &FRINKLER I4EAD& AND VALYE&
TO FROYIDE OFTIMUM COYERA6E WITI4 MINIMAL OVERSFRAY ONTO WALK&, STREETS, WALLS,
ETC. IN ORDER TO ACCOMFLI&14 TI4IS, TI4E CONTRACTOR MAY SU6STlTUTE VARIA6LE ARC
NOZZLES IN FLACE OF TI4E SFECIFIED FIXED ARC NOZZLES UJI-IERE NECESSARY. FRESSURE
COMFENSATING SCREENS MAY ALSO 6E USED TO REDUCE SPRAY DISTANCE.
11) TI4E CONTRACTOR 5l-lALL COMPLETE ALL WORK IN ACCORDANCE WITI4 ALL FREvAILINGI LAW&,
CODES AND REGULATION6.
18) ALL SPRINKLER EQUIPMENT NOT OTI4ERWISE DETAILED OR 6FECIFIED SI4ALL 6E INSTALLED
AS FER MANUFACTURER'S RECOMMENDATIONS AND 5FECIFICATIONS.
1~) TI4E CONTRACTOR 514ALL PREFARE AN AS-6UIL T D~WING ON A REFRODUCl6LE MYLAR
S140WING ALL IRRIGATION INSTALLATION. A MYLAR OF TI4E ORIGINAL FLAN MAY 6E 06TAlNED
FROM TI-IE LANDSCAFE ARCI4ITECT FOR A FEE. TI4E AS-BUILT DRAWING SI4ALL LOCATE ALL
MAINLINE AND VALVES 6"1" SI-IOWING EXACT MEASUREMENTS FROM I-IARD 5URFACES.
2~) ALL lLJORK SI4ALL 6E GUARANTEED FOR ONE YEAR FROM TI4E DATE OF FINAL ACCEFTANCE
.AGAINST ALL DEFECTS IN EQUIPMENT AND l.l.JC>RI<MANSI4IF.
21) SLEEVES SI4ALL 6E FLACE UNDER FAVEMENT AS SI4OLl.N ON FLANS AND SI4ALL 6E A MINIMUM
OF 2X TI4E SIZE OF TI4E IRRI6ATION FIFE.
22) ALL SPRAY I-IEADS IN TI4E ROW SI4ALL 6E EITI4ER 6' OR 12' FOF-UF AS INDICATED ON
TI4E FLANS. NO RISERS ARE FE~ITED IN TI4E RIGI4T -QF-WA Y.
23) CONTRACTOR SI4ALL PERFORM FRESSURE AND VOLUME TEST ON I~IGATION WATER
5OU~E OVER A CONTINUOUS 24 140UR FERIOD PRIOR TO TI4E COMMENCEMENT OF ANY
CONSTRUCTION WORK. SI-lOULD TI4E AVAILA6LE SUFFLY NOT BE ADEQUATE TO MEET TI4E
DEMANDS OF TI4E IRRIGATION SYSTEM AS DESIGNED TI4E CONTRACTOR SI4ALL CONTACT TI4E
LANDSCAFE A~l-lITECT FRIOR TO CONSTRUCTION FOR DE51GN MODIFICATIONS.
24) CONTRACTOR SI4ALL INSTALL FURPLE FIFE AND IRRIGATION EQUIPMENT INDICATING
TI4E U5E OF RECLAIM WATER FOR IRRIGATION AS REOOLATED 6"1" ALL LOCAL AND STATE
REGULATIONS.
25) CONTRACTOR SI4ALL PROVIDE AND INSTALL ALL FOINT OF CONNECTION EQUIPMENT
SUCH A&, 6UT NOT LIMITED TO, 6ACKrLOW FREVENTER AND METER AS REQUIRED 6"1" THE
GOVE~ING JURISDICTION.
EXISTING TRrjs TO BE REMOVED
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MrLI55A AI JOYNr
Irriq3tial Oe5i~n C~5UIt.ant
8411 Poca,seI;Place, OrlaJo, Florida ,2821
(401) 816-1014
la:tt 0001404
. HERBERT, m; P.E.
JE OF flORIDA
REG. NO. 39505
SHEE:r: L~OF: L3
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