FLD2004-11080 (2)
FLD2004-11080
1611 / 161 7 GULF TO BAY
LIBERTY BANK
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C IT Y
OF
CLEARWAT
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LONG RANGE PIANNING
DEVELOPMENT REviEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRnE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
".
April 25, 2005
Mr. Bryan Zarlenga
TBE Group Inc.
380 Park Place Blvd, SUIte 300
Clearwater, FlOrIda 33759
RE: Development Order - Case No. FLD2004-11 080
1611 - 1617 Gulf to Bay Boulevard
Dear Mr. Zarlenga:
This letter constitutes a Development Order pursuant to SectIOn 4-206.D.6 of the Commumty
Development Code. On April 19,2005, the Commumty Development Board reviewed your request for
Flexible Development approval (1) to permit retail sales and service (bank) and offices in the
Commercial DIstrIct with a reduction to the front (north) setback from 25 to 23.5 feet (to pavement), a
reductIOn to the front (east) setback from 25 feet 20 feet (to building), an increase to building height from
25 feet to 28 feet (to roof deck) with an additional 3.33 feet for parapet (from roof deck) and an
additional 8.83 feet for archItectural embellishments (from roof deck), a reduction to required parking
from 38 to 35 spaces and a deVIation to allow direct access to a major arterial street (Gulf to Bay), as a
Comprehensive Infill Redevelopment Project, under the provIsions of Section 2-704.C; (2) to permIt non-
residential parking in the Medium DensIty Residential District wIth a reduction to front (east) setback
from 25 feet to 15 feet (to pavement) and a deviation to place landscaping on the inside of the buffer
fence along the west and south sides of the property, as a Residential Infill Project, under the provIsions
of 2-304.G. The Community Development Board (CDB) APPROVED the application wIth the
following bases and condItions:
Bases for Approval:
1. The proposal complies with FleXIble Development CrIteria as a Comprehensive Infill Redevelopment
Project and Residential Infill Project, per SectIOn 2-704.D and SectIOn 2-304.G respectively.
2. The proposal IS In compliance wIth other standards in the Code includIng the General ApplicabIlity
Criteria per Section 3-913.
3, The proposal is compatible WIth the surroundIng area and will enhance redevelopment efforts.
CondItions of Approval:
1, That the final design and color of the bUIldIng be consIstent WIth the conceptual elevations submitted
to, or as modIfied by, the CDB;
2. That a Unity of TItle be recorded in the public records prior to the Issuance of any permits;
BRIAN] AUNGST, MAYOR-COMMISSIONER
HoYf HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, CO~1MIS,IOr-.[R
FRANK HIIJIJARD, COMMISSIONER * BU.L]ONSON, COMMlS,ION[l{
"EQUAl. EMPLOYMENT AND AFFIRMA1IVE ACTION EMPLOYER"
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Apnl 25, 2005
Zarlenga - Page Two
3. That all proposed on-sIte utIlItIes (from the nght-of-way to the proposed buildmg) and for the sIte
frontage along and withm the Y elvington Avenue right-of-way be placed underground prior to the
issuance of a Certificate of Occupancy;
4. That all FIre Department reqUIrements be met prior to the issuance of any permits; and
5. That all Parks and Recreation fees be paid pnor to the issuance of any permIts.
Pursuant to SectIon 4-407, an applIcation for a building permit shall be made withm one year of Flexible
Development approval (April 19,2006), All reqUIred certIficates of occupancy shall be obtained withm
one year of the date of issuance of the bUIldmg permit. Time frames do not change with successive
owners. The Community Development Coordinator may grant an extension of time for a period not to
exceed one year and only wIthin the origmal period of validity. The Commumty Development Board may
approve one additional extension of time after the community development coordinator's extension to
initIate a bUIlding permit application.
The Issuance of this Development Order does not relieve you of the necessity to obtain any building
permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or
license affected by this approval, please bring a copy of thIS letter wIth you when applying for any
permIts or licenses that require this prior development approval.
AddItionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to
SectIon 4-502.B by the applicant or by any person granted party status withm 14 days of the date of the
CDB meetmg. The filIng of an application/notice of appeal shall stay the effect of the decision pending
the final determmation of the case. The appeal penod for your case expires on May 3, 2005 (14 days
from the date of the CDB meeting).
If you have any questions, please do not hesItate to call Wayne M. Wells, Planner III, at 727-562-4504.
You can access zoning information for parcels withm the CIty through our websIte:
www.myclearwater.com/gov/depts/planning. *Make Us Your Favorite!
Michael elk, AICP
Planmng Director
S IPlanmng DepartmentlC D BIFLEX (FLD)\/nactlve or FinIshed AppbcatlOnslGulfto Bay /6/1-1617 LIberty Bank (C) - Approved\Gulfto
Bay 16//-1617 Development Order doc
GULF TO BA Y BOULEV A D &
Y LVINGTON AVENUE
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SITE
LOCA TION
CITY OF CLEARWATER, FLORIDA
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SECTION 14
VICINITY MAP
TOWNSHIP 29S
RANGE 15E
PLANS PREPARED B~
T:J:
TBE GROUP, INC.
Civil Engineering - Transportation -Environmental- Planning
CLEARWATER License No. 3843 TAMPA
380 Pork Place Blvd 102 W. Whiting Street
(727) 531-3505 (813) 221-0048
GROUP
52167
FL. REG. NO.
SHEET NO
NTS
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
INDEX OF SHEETS
SHEET DESCRIPTION
COVER SHEET
GENERAL NOTES
BOUNDARY SURVEY (BY OTHERS)
DEMOLITION PLAN
SITE/HORIZONTAL CONTROL PLAN
PAVING, GRADING, AND DRAINAGE PLAN
UTILITY PLAN
LANDSCAPE PLAN
LANDSCAPE NOTES
LANDSCAPE DETAILS
SITE DETAILS (1)
SITE DETAILS (2)
CROSS SECTIONS
PAVING, GRADING, AND DRAINAGE DETAILS (1)
PAVING, GRADING, AND DRAINAGE DETAILS (2)
UTILITY DETAILS
SITE PLAN APPROVED
CASE # f1--i) 1AO~ 86
CASE TYPE
DRe DATE \2.- 3b
CDB DATE 4 ,
SiGNAT~f\
DATE )Jo
ORiG\NAL
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crN OF CLEf:!:~':!.A_:
48 HOURS BEFORE DIGGING
"CALL SUNSHINE"
1-800-432-4770
DATE: 03/31/05
SCALE' HORIZ: N/A
. VERT: N A
SHEET: C-1
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GENERAL NOTES
1. ALL WORKMANSHIP AND MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT
SHALL CONFORM TO FDOT "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION," LATEST EDITION, AND THE LATEST CITY OF CLEARWATER AND
PINELLAS COUNTY STANDARDS, UNLESS OTHERWISE INDICATED. THE MORE
STRINGENT SHALL BE APPLICABLE.
31. INSTALL BENDS ON WATER MAINS AS NECESSARY IN ORDER TO AVOID CONFLlCT(S)
WITH PROPOSED OR EXISTING FACILITIES.
32. CONTRACTOR IS ADVISED TO BECOME FAMILIAR WITH THE OVERALL SCOPE OF
WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID.
2. THE LOCATIONS AND SIZE OF THE EXISTING UTILITIES AS SHOWN ON THE PLANS ARE
APPROXIMATE ONLY. HOWEVER, THERE IS NO GUARANTEE THAT ALL EXISTING
FACILITIES HAVE BEEN FOUND OR SHOWN. THE CONTRACTOR IS FOREWARNED TO
ASCERTAIN AND DETERMINE PRECISE LOCATIONS PRIOR TO EXCAVATING, THE CONTRACTOR
SHALL BECOME FAMILIAR WITH ALL VOLTAGES CARRIED IN OVERHEAD OR
UNDERGROUND UTILITY SERVICES. NO CLAIM FOR EXTRA COST SHALL BE MADE
AGAINST THE OWNER OR ENGINEER AS A RESULT OF THE AFOREMENTIONED
APPROXI MA TIONS. THE CONTRACTOR SHALL LOCA TE EXACTLY ALL UTILITIES THAT
CROSS THE PROPOSED UTILITIES PRIOR TO CONSTRUCTION.
33. WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS:
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE
LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN
THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE
CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER
JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS
THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH
SEPARATION CANNOT BE MAINTAINED, THE SEWER SHALL BE CONSTRUCTED OF
DUCTILE IRON PIPE (DIP) FOR 20 FEET CENTERED ON THE POINT OF
CROSSING.
3. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM (NGVD)
UNLESS OTHERWISE INDICA TED ON THE SITE SURVEY.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES:
GRAVITY SEWERS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE
MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO
MAINTAIN A 10 FOOT SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN
A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE
SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE
WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND
THE WATER AND SEWER JOINTS SHALL BE STAGGERED.
4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, CITY AND COUNTY INCLUDING
ALL UTILITY COMPANIES AT LEAST 48 HOURS BEFORE BEGINNING CONSTRUCTION.
CONTRACTOR SHALL CALL "SUNSHINE STATE ONE CALL" 1-800-432-4770 A MINIMUM
OF 2-DAYS AND A MAXIMUM OF 5-DAYS PRIOR TO START OF CONSTRUCTION.
5. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND SURFACE ARE CONSTRUCTED.
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS
NECESSARY TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO
SURFACE DRAINS AND TO DITCHES DURING CONSTRUCTION. SEE EROSION AND
SIL TA TION CONTROL NOTES FOR ADDITIONAL INFORMATION.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL
SEPARATlIONS AS STIPULATED ABOVE, THE DEPARTMENT OF ENVIRONMENTAL
REGULATION (DER) MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF
SUPPORTIED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION
MUST BE OBTAINED PRIOR TO CONSTRUCTION.
7. ALL PIPE LENGTHS ARE PLUS OR MINUS.
34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL SANITARY SEWER
MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT CITY OF CLEARWATER STANDARDS
(LOCAL JURISDICTION), CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER, ENGINEER, AND
THE OWNER OR AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN
ADVANCE OF PERFORMING TESTS.
8. PIPE MEASUREMENTS ARE TO CENTER OF STRUCTURES OR FITTINGS.
PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE.
9. CONFLICTS BETWEEN WATER. STORM, SANITARY OR UNDERDRAIN SYSTEMS ARE TO
BE RESOLVED BY ADJUSTING THE NECESSARY LINES AS DIRECTED BY THE ENGINEER.
35. THE CONTRACTOR SHALL PROVIDE CERTIFIED STORM WATER RECORD DRAWINGS,
SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY THE
ENGINEER. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL
STORM WATER FACILITIES INCLUDING THE STORM WATER POND, DRAINAGE STRUCTURES, BERMS & SWALES.
THE CONTRACTOR SHALL PROVIDE FIVE COPIES OF THE CERTIFIED RECORD DRAWINGS
TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM.
36, THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED
AND SEALED BY A PROFESSIONAL LAND SURVEYOR PRIOR TO CERTIFICATION BY THE ENGINEER.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL UTILITIES INCLUDING
THE SANITARY SEWER, WATER AND PRODUCT PIPING. THE CONTRACTOR SHALL PROVIDE FIVE
COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL
PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES.
11 . THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SAFETY.
1 2. ALL WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES
OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
13. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000
PSI (28 DAY STRENGTH), UNLESS OTHERWISE SHOWN.
37, THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL
ENGINEERIING INSPECTION AND CERTIFICATION. IT SHALL BE TI-IE CONTRACTORS RESPONSIBILITY
TO RE-ESTABLISH THE PROPERTY CORNERS WHICH HAVE BEEN LOST DURING CONSTRUCTION,
BY A PROFESSIONAL LAND SURVEYOR.
14. ALL DISTURBED GRASSED AREAS SHALL BE RESODDED WITHIN 72 HOURS UNLESS
OTHERWISE INDICATED.
15. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR
ORIGINAL OR BETTER CONDITION.
38. WORK SHALL NOT COMMENCE UNTIL ALL PERMITS REQUIRED FOR THE SUBJECT PORTION
OF THE WORK ARE OBTAINED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL
REQUIRED PERMITS AND/OR EVIDENCE OF COMPLIANCE WITH APPLICABLE REGULATIONS
ON SITE AT ALL TIMES DURING THE EXECUTION OF WORK. SPECIFIC PERMITS MAY BE
REQUIRED FOR THE INSTALLATION OF POTABLE WATER LINES, SANITARY SEWER LINES,
STORMWATER PIPES, ETC. TREE BARRICADES AND EROSION SILTATION CONTROL MUST BE
INSTALLED AND IMPLEMENTED PRIOR TO COMMENCING CONSTRUCTION.
16. ALL PARKING STALL DELINEATIONS ARE TO BE 4" PAINTED LINES PER FDOT SECTIONS 710
AND 711. USE FOOT APPROVED TRAFFIC PAINT AND METHOD OF APPLICATION.
17. CONTRACTOR TO PROVIDE FDOT STANDARD TRAFFIC ARROWS IN ALL DRIVEWAYS AS
DIRECTED BY THE OWNER,
39. CONSTRUCTION SHALL PROCEED SUCH THAT ALL STORMWATER FACILITIES WITHIN A WATERSHED
AREA ARE IN PLACE AND OPERATIONAL PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACES
WITHIN THAT AREA.
18. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE
INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH
THE PLANS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE ENGINEER
AND REQUESTING A CLARIFICATION OF PLANS PRIOR TO DEMOLITION.
40. ALL UTILITIES (INCLUDING STORM WATER FACILITIES) SHALL BE KEPT IN OPERATION EXCEPT WITH THE
EXPRESS WRITTEN CONSENT OF THE UTILITY OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO PRESERVE EXISTING UTILITIES AND ANY AND ALL DAMAGE TO EXISTING UTILITIES AS A RESULT OF
THE CONTRACTORS ACTIONS SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
41. NO STOCKPILING OF MATERIALS IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED
FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN UP.
42. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE. IN THE OPINION
OF CITY OF CLEARWATER OR FDOT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER
SPECIFIED BY FOOT AND CITY OF CLEARWATER,
19. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY
CONNECTION POINTS PRIOR TO STARTING CONSTRUCTION AND SHALL IMMEDIATELY
NOTIFY THE ENGINEER AND OWNER OF ANY DISCREPANCIES FOUND.
20. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED ROAD
CROSSING PERMITS, ANY OTHER CONSTRUCTION PERMITS AND ALL ASSOCIATED FEES NOT
FURNISHED BY THE OWNER, PRIOR TO THE START OF ANY CONSTRUCTION.
CITY OF CLEARWATER RIGHT-OF-
WAY CONSTRUCTION NOTES:
21. WATER MAINS 4" THRU 8" SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS,
UNLESS OTHERWISE NOTED. ALL WATER MAINS LARGER THAN 8" SHALL BE DUCTILE IRON PIPE,
FITTINGS SHALL BE C.!. DI. MECHANICAL JOINT. WATER SERVICE LINES SMALLER THAN 4"
DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM D2241, UNLESS OTHERWISE NOTED.
PVC FITTINGS MAY BE USED ONLY UPON THE APPROVAL OF THE ENGINEER.
1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700.
2. ALL RIGHT-OF-WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES
REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL.
3. ALL DESIIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN
CITY OF CLEARWATER LAND DEVELOPMENT CODE. TRAFFIC ENGINEERING, AND/OR RELATED ORDINANCES
4. SIGNS AND BARRICADES TO BE ACCORDING TO FDOT MANUAL OF SAFE PRACTICES, REFERENCE
FOOT INDEX NOS. 600 THRU 650 AND 17349 PER ROADWAY AND TRAFFIC DESIGN STANDARDS
LA TEST EDITION. A MAINTENANCE OF TRAFFIC PLAN MUST BE SUBMITTED AND APPROVED BY
THE CITY OF CLEARWATER TRAFFIC ENGINEERING DEPARTMENT PRIOR TO THE COMMENCEMENT OF
CONSTRUJCTION WHENEVER ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET:
A. STRIEET IS CLOSED TO THRU- TRAFFIC FOR PERIODS EXCEEDING 15 MINUTES
B. ONE: PHYSICAL LANE SUPPORTS 2-WAY TRAFFIC MOVEMENT
C. TRAFFIC LANE(S) NORMALLY DESIGNATED TO HANDLE MOVEMENT IN ONE DIRECTION
ARE BEING RECHANNELLED TO ACCOMMODATE AN OPPOSING MOVEMENT
5. CONTRACTOR TO PROVIDE MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH FOOT INDEX
NO. 621; "TWO-LANE, TWO-WAY URBAN DAY OR NIGHT OPERATIONS"; ALL WORK SHALL TAKE PLACE
BETWEEN 9: 00 PM AND 6: 00 AM.
22. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE REQUIREMENTS OF SECTION
941 OF THE CURRENT FOOT SPECIFICATIONS. ALL RCP WITH LESS THAN
2' OF COVER SHALL BE CLASS "FOUR", ALL ROUND REINFORCED CONCRETE JOINTS
UNDER PAVEMENT, DRIVEWAYS, AND SIDEWALKS WITHIN PUBLIC RIGHT-OF-WAY AND
ANY OUTFALL SYSTEM SHALL BE WRAPPED WITH MIRAFI 140N FILTER FABRIC OR
APPROVED EQUAL. FABRIC TO BE A MINIMUM OF 30" IN WIDTH
AND CENTERED ON PIPE. ELLIPTICAL PIPE SHALL BE WRAPPED WITH FILTER FABRIC
JACKETS PER FOOT INDEX NO. 280.
23. SANITARY SEWER SHALL BE PVC AND CONFORM TO THE REQUIREMENTS OF ASTM
D3034, SDR 35, C- 76, UNLESS OTHERWISE NOTED.
24. THE DEPTH OF COVER OVER THE WATER MAIN SHALL BE A MINIMUM OF 3D" AND A
MAXIMUM OF 42" BELOW FINISH GRADE.
25. ADJUSTMENT OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC.. SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL
BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED.
26. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE
ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH FLORIDA D,O.T. STANDARD
SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION.
6. PLACE EXPANSION JOINTS WHERE 4 AND 6 INCH SIDEWALKS ABUT.
7. DISTURBED AREA WITHIN THE RIGHT-OF-WAY WILL BE COMPACTED TO 100%
OF THE IMAXIMUM DENSITY AND SODDED.
8. COMPAClnON FOR PIPE BACKFILL SHALL COMPLY WITI-I AASHTO T -99 (100%)
9. EXISTING ROADWAY PAVEMENT IS NOT TO BE OPEN CUT OR DISTURBED, UNLESS OTHERWISE APPROVED.
10. THE CONSTRUCTION OF PAVEMENT WITHIN CITY OF CLEARWATER RIGHT-OF-WAY MUST MEET
THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: S-1 (2"). BASE: 8" COMPACTED
TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180, SUBBASE: 12" TO LBR 40
27. TOPOGRAPHIC INFORMATION BASED UPON SURVEY PREPARED BY BURCAW & ASSOCIATES INC,
28, SPECIAL CARE IS TO BE TAKEN SO THAT PROTECTED TREES REMAIN UNHARMED
DURING CONSTRUCTION, IN ANY EVENT, NO TREE(S) SHALL BE REMOVED UNLESS
DESIGNATED FOR REMOVAL ON THE PLANS. REFER TO BUILDING PERMIT
BCP #2004-11382 FOR TREE REMOVAL REQUIREMENTS.
29, INDEX NUMBERS REFER TO FLORIDA DEPARTMENT OF TRANSPORTATION ROAD
DESIGN STANDARDS, LA TEST EDITION.
30. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION AND CONTRACTOR SHALL BE IN ACCORDANCE WITH CITY OF
CLEARWATER LAND DEVELOPMENT CODE AND SHALL BE RESPONSIBLE FOR
MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING,
FUGITIVE DUST CONTROL NOTE
THE CONTRACTOR SHALL TAKE ALL REASONABLE MEANS TO ELIMINATE THE TRANSPORT
OF DUST FROM THE PROJECT SITE. SPECIAL MEASURES, SUCH AS PERIODICALLY APPLYING
WATER TO THE WORK SITE TO PREVENT DUST SHALL BE INCORPORATED INTO THE
CONTRACTORS WORK PLAN.
18 OZ NYLON REINFORCED
PVC FABRIC (300 PSI TEST)
POST (OPTIONS: 2"x4" OR
2-1/2" MIN DIA WOOD; STEEL
1.33 LBS/FT MIN)
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EROSION CONTROL DEl AIL
SCALE: N. T.S.
EROSION AND SILTATION CONTROL
1. GENERAL: ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED
PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS
SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED
DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION.
5. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION.
6. UNDERGROUND UTILITY CONSTRUCTION: THE CONSTRUCTION OF UNDERGROUND
UTILIITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE
FOLLOWING STANDARDS:
WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED,
CLEANED OF SILT, MUD AND DEBRIS, AND BE RE-SODDED TO PROPERLY DETAIN THE
INTENDED STORM QUANTITIES.
A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE
TIME;
B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION,
EXCA VA TED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES,
TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY
STREAM, CHANNEL, ROAD DITCH OR WATERWAY.
2. PROTECTION AND STABILIZATION OF ON-SITE SOIL STOCKPILES: FILL MATERIAL
STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS
WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM
SUCH STOCKPILES MAY BE REQUIRED. DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
ANY UNSTOCKPILED MATERIAL REMAIN AFTER THIRTY (30) CALENDAR DAYS.
7. MAINTENANCE: ALL EROSION AND SiLTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR
REPAIRED AS REQUIRED.
3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION. ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL
BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND
WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION.
8. EROSION AND SILTATION CONTROL SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS OF SECTION 102, 103 AND 104 OF THE FDOT, "ROADWAY AND
TRAFFIC DESIGN STANDARDS".
9. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION, ENCROACHMENT INTO OR FAILURE MAINTAIN THESE EROSION
CONTROL MEASURES CAN RESULT IN ENFORCEMENT ACTION WHICH MAY
INCLUDE CITATIONS AND/OR PERMIT REVOCATION.
4. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO
TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT
PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED,
CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM
DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS
SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS.
EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS.
DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE
OR EROSION WITHIN ONE WEEK OF INSTALLATION.
10. THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH ALL
REQUIREMENTS OF THE EPA NPDES PERMIT FOR THIS PROJECT. THE CONTRACTOR
WILL BE RESPONSIBLE FOR OBTAINING A NPDES NOI PERMIT FROM EPA, AS WELL AS
PRlEPARING AND MAINTAINING A STORMWATER POLLUTION PREVENTION PLAN OF BOTH
ON-SITE AND OFF-SITE IMPROVEMENTS.
TRAFFIC CONTROL/MOT NOTES
1. THE CONTRACTOR HAS THE OPTION TO PREPARE AND SUBMIT A TRAFFIC CONTROL
PLAN FOR FDOT AND THE CITY OF CLEARWATER TO REVIEW AND APPROVE.
9, MAINTENANCE OF TRAFFIC FOR THE WORK TO BE PERFORMED WITHIN THE
FLORIDA DEPARTMENT OF TRANPORTATION RIGHT-OF-WAY IS TO BE IN
ACCORDANCE WITH STANDARD INDEX NOS. 600,622,623, & 660. NO LANE
CLOSURES ARE PERMITTED WITHOUT PRIOR APPROVAL HAVING BEEN OBTAINED
2. THE CONTRACTOR SHALL INSTALL ALL TRAFFIC CONTROL DEVICES PRIOR TO
COMMENCING CONSTRUCTION.
3. THE CONTRACTOR SHALL COORDINTE THE LOCATION OF ALL TRAFFIC SIGNS AND
BARRICADES WITH PINELLAS COUNTY AND THE CITY OF CLEARWATER. AND FOOT PRIOR
TO INSTALLING.
10.CONTRACTOR TO REFER TO FOOT INDEX NO. 660 FOR ALL MOT PLANS REGARDING
PEDESTRIAN CONTROL FOR SIDEWALK CLOSURES.
11.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A SAFE AND
EASILY ACCESSIBLE PAVED OR UNPAVED PA1l1WAY FOR PEDESTRIAN
TRAFFIC THROUGH THE WORK ZONE FOR THE DURATION OF THE
PROJECT. IF THE PATHWAY LIES ALONG A DESIGNATED SCHOOL
ROUTE, THEN THE CONTRACTOR MUST PROVIDE ADEQUATE SUPERVISION
AND/OR GUIDANICE TO THE SCHOOL AGED STUDENTS AS THEY TRAVERSE
THRU THE WORK: ZONE.
4. THE CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER PUBLIC WORKS OFFICE,
PINELLAS COUNTY RIGHT-OF-WAY, THE FIRE DEPARTMENT, THE POLICE DEPARTMENT
ALL GOVERNMENTAL TRAFFIC DEPARTMENTS, AND ANY ADJACENT BUSINESSES PRIOR
TO ANY STREET BEING CLOSED OR MADE IMPASSABLE.
Of~lGlNAL
5. FOOT TURNOUT INDEX NO. 515 - URBAN CURB & GUTTER TYPE 'A-12'.
6. THE CONTRACTOR SHALL PROVIDE TEMPORARY GRADE TRANSITIONS DURING
CONSTRUCTION TO ALLOW VEHICULAR ACCESS TO ADJACENT RESIDENTS,
BUSINESS OWNERS, ETC. AS NECESSARY TO PROVIDE ACCESS TO
GOVERNMENT AND EMERGENCY VEHICLES.
12. THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY THE FOLLOWING AGENCIES
FOR ANY LANE CLOSURES ON AN ARTERIAL OR COLLECTOR ROADWAY THAT
WOULD EXCEED ONE HOUR IN LENGTH.
A) PINELLAS COUNTY SHERIFF'S OFFICE (727) 582-6177.
B) PINELLAS COUNTY TRANSIT AUTHORITY (727) 530-9921. r:~. .-, - :..-.
C) PINELLAS COUNTY SCHOOL TRANSPORTATION (727) 547-7294. '\""=O":'-~\!~ ( ~ "
D) EMS & rlRE ADMINISTRATION (727) 583-2000. ,l-'=:J \::!J L::::-
E) UNITED STATES POST OFFICE LOCAL BRANCH (1-800) 275-8777. ~ i ---
F) THE MOTORING PUBLIC BY MEDIA OUTLETS. , ~~"'\i\.
II i~l-iK _ A ?fi'
13. DUE TO HEAVY VOLUMES OF TRAFFIC, ALL WORK WITHIN FDOT RIGHT-OF-~ Ai- ' \
L_ - ------ ---
SHALL BE BETWIEEN 9: 00 PM AND 6: 00 AM. PLAN hU NG, 8- ,-,[VELOf, ,T
SEf:';V1CES
CI1"Y OF CLE!>,R'NATER ____._'
------"._-' ..
7. THE CONTRACTOR SHALL PROVIDE THREE (3) PROJECT IDENTIFICATION SIGNS
FOR THE DURATION OF CONSTRUCTION. THE MESSAGE SHALL BE COORDINATED
WITH THE CITY OF CLEARWATER, PINELLAS COUNTY, AND FOOT TRAFFIC DEPARTMENTS,
"-~~
_ I ...''''....... '" I
.~ 'I .,'
ii' '
l
1
8. SIGNS & BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S.
DEPARTMENT OF TRANSPORTATION'S "MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES" AND THE FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS" INDEXES 600 THRU 670 (LATEST EDITION)
r
"'"
48 HOURS BEFORE DIGGING
"CALL SUNSHINE"
1-800-432-4770
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TREE LEGEND
~'@ = 12" OAK TREE
~.@ = 12" JACARANDA TREE
~'~ = 12" MULBERRY TREE
~~= 12" PALM TREE
~~= 12" BAY TREE
~<# = 12" MAGNOLIA TREE
~<:)= 12" CITRUS TREE
~<@/= 12" PECAN TREE
~~= 12" EUCALYPTUS TREE
~~= 12" SYCAMORE TREE
~~ = 12" PINE TREE
~~ = 12" AUSTRALIAN PINE
~~ = 12" CEDAR TREE
~<;J = 12" ELM TREE
~~ = 12" MAPLE TREE
~~ = 12" WAX MYRTLE TREE
~~ = 12" PUNK TREE
~~ = 12" CYPRESS TREE
~<<J = 12" EAR TREE
~~= 12" CAMPHOR TREE
~<(f = 12" CHERRY TREE
~'O = 12" COTTONWOOD TREE
~~= 12" ASH TREE
~~= 12" BEECH TREE
~~ = 12" GUM TREE
~~ = 12" HICKORY TREE
LEGEND
a..
:2,
F,D,O.T. = FLORIDA DEPARTMENT OF TRANSPORTATION
S,R,D, = STATE ROAD DEPARTMENT
O,R, BOOK = OFFICIAL RECORD BOOK
P,S.M, = PROFESSIONAL SURVEYOR AND MAPPER
lB# = LICENSED BUSINESS NUMBER
R.L.S, = REGISTERED LAND SURVEYOR
P,O,C, = POINT OF COMMENCEMENT
P,O,B. = POINT OF BEGINNING
~ = CENTERLINE
R/W = RIGHT-OF-WAY
ELEV, = ELEVATION
F,I. R, @ = FOUND IRON ROD
F.l.P, @= FOUND IRON PIPE
S,I.R, @= SET 5/8" IRON ROO & CAP L,B,#6890
F,C,M,III = FOUND CONCRETE MONUMENT
S,C,M, EJ = SET CONCRETE MONUMENT
c.A.T.V, ~ = UNDERGROUND CABLE TELEVISION MARKER
C,A, 1. V. . = CABLE TELEVISION UTILITY BOX
U,1.M, 0 = UNDERGROUND TELEPHONE CABLE ROUTE SIGN
T,U,B,O = TELEPHONE UTILITY BOX
F,H, G- = FIRE HYDRANT
F,D,C. ~ = FIRE DEPARTMENT CONNECTION
U,P, JI = UTILITY POLE
L.P" = LIGHT POLE
U,L.P,)1If = UTILITY & LIGHT POLE
G,P,p = GUY POLE
M,P,P = METER POLE FPKD = FOUND PARKER KAYLON NAIL AND DISK
E- = GUY WIRE C.L.F, = CHAIN LINK FENCE
[IJ = ELECTRIC UTILITY BOX (TRANSFORMER)
G,M.o = GAS METER
T,S,.... = TRAFFIC SIGN
T,S,B, 0 = TRAFFIC SIGNAL UTILITY BOX
T.S,P,~ = TRAFFIC SIGNAL POLE
(P) = BEARING/DISTANCE PER RECORDED PLAT
(D) = BEARING/DISTANCE PER DEED DESCRIPTION
(F) = BEARING/DISTANCE PER FIELD MEASUREMENT
_~1~_
- - -7_ ___ _ = CONTOUR LINE
O,H,W, ... .., = OVERHEAD WIRES
~ = SANITARY SEWER PIPE, MANHOLE, CLEAN OUT & VALVE
-1-1 = APPROXIMATE LOCATION OF UNDERGROUND
TELEPHONE CABLE
-G~G-----@J]-= GAS LINE \11TH GAS VALVE & GAS METER
W,V,
-w--t><J-w----{!IiMJ---= WATER LINE WITH WATER VALVE & WATER METER
= 6' CHAIN LINK FENCE UNLESS OTHERWISE NOTED
~:.; '. ; >, < ,/ CONC, = CONCRETE
CONCRETE CURB INLETS
~~~~~~
~ = CONCRETE MITERED END SECTION
~ = CONCRETE FLARED END SECTION
D,C,O, . = GRATE INLET
0W::2%t.:'"%a1i:..w.$..w.$=;'~;W'CW4!l)= STORM SEWER CLEANOUT, PIPE & MANHOLE
R.C,P, = REINFORCED CONCRETE PIPE
E.R,C,P, = ELLIPTICAL REINFORCED CONCRETE PIPE
C,M,P, = CORRUGATED METAL PIPE
E.C,M,P, = ELLIPTICAL CORRUGATED METAL PIPE
P,V,C, = POLYVINYL CHLORIDE
D,I.P, = DUCTILE IRON PIPE
. = 4" BOLLARD
TOP OF CURB - 8,22 J
FlOWlJNE OF CURB - 7,90
EDGE Of PAVEMENT - ],91"
EDGE O~O~A~M~~~B ==~~g = TYPICAL ROADWAY SPOT ELEVATIONS
, " (IF SHOWN)
EDGE Of PAVEMENT -7,90"
GROUND ELEVATIONS - 6,3"J = TYPICAL GROUND SPOT ELEVATIONS
6,3, (IF SHOWN)
[R] = MONITORING WEll
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SECTION :1.4" TO\AlNSHJ:P 29 SOUTH" RANGE :LS EAST
CJ:TY OF CLEAR,^,ATER" PJ:NELLAS COUNTY" FLORIDA
73.57
)(
73.57 73.47
)( =:=7
EDGE or PA\OtENT
73.39
)(
73.34
)(
73.27
)(
73.10
)(
172. 96
73.03 -.........
- -~ - 7299
X 72.80
73.12
)(
-71- - - _-
----
-
--
-7$-
-
--
---
GULF-TO-BAY B,OULEVARD (STATE ROAD No. 60)
(100.00 RIGHT-Of-WAY PER PLAT BOOK 11, PAGE 38)
EDGE or PA'vfMENT ASPHALT PAVEMENT
STORM CATCH BASIN
TIER
FPKD LBD 4019
(TBM #2 ELEV. = 72.81')
72.
I
X72.44
2' aJRB & GUTTER
72.41 72.41
71.95 71.94
2.07 72.07
7. =
--
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--
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72.04
71.98
-
71.8971.9 2.29
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72.22
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ASPHALT
EDGE ar PA'vfMENT
......~
73.16 ..........
73.22
7 45
i
/1
x72.91 72x85 ~ I
/ ~J.09
k I
wo\,} I
x13.11 x73.04 I
73.~1
-
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-
73.5
X
2' aJRB & GUTTER
72,6.3
72.64
; r 1"10
J
\ 7.3.13
\ EDGE ar PAVEMENT
\
\ I
2.84 c:lx73,06
2.63 I
\
\
EDGE (F PAVEMENT
ASPHALT
......
a..
- 4
4
I
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X74.48
1 STORY MASONRY
# 1611
o
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4
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>/3.12 I
73.2,x I
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x73.24
73.26x I
.
>/3.16
4 Ll
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./
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73.44 I
X I
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I
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.4
4
.
.
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73.29
73.37 X
67.22' (EL.
. 7~08
75.00' (P)
----
-----
--
.
/71-'
/
PLANTER
73.37 X73.31
\ X72.97
\
i
l
I X72.98
1--
I
I X72.95
/
(
~
x73.10 ,
X73.18
21
.
72.88
X
5
ASPHALT
GE ar PAYBtENT
X 73.18
72.94
22,"
X 73.6
22,1'
c:-
-
73.8
X
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o
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10
.
unuTY MANHCLE
-------
73.30 X 73.29
.
72.85
X
2' aJRB It GUTTER
72.64
72.45 172.93
X73.10
X 73.20
142.22' (P)
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g 72.73
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2,93
--
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--
--
22,1'
x7J.4
22,"
7~7
.
8R CONe. BLOCK WALl (1.0' HIGH)
X 73.26
X 73.06
.
X73.11
6
20 .
......
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-
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o
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10
5,9'
X73.19
.
X72.81
72.68
X
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:::::J
~
~
X73.04
-------
)
-r-
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( X72.96
73.07 /
4'19
/
,.
--
142.22' (P)
--
--
--
-----
6,0'
4R CONe. BlOCK WALL
73.05
X
X72.82
4
a,
7~ .
x72. 92
4
7
, ,'\,
......
.e:.
X72.83
'X72.72
-----
Cl
w
:r:
(.I)
\
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.0
73.2X
FIR 1/2' PSM# 4068
FENCE LINE S. 1.5'
......1'$....- --
..........
1 STORY WOOD
--
2' CURB It GUTTER
8
--'
~
W
::;;;
X 73.0
X72,8
X72.9
X72.7
18
~
~~
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rT1 0
~~
~
EDGE ar PAVEMENT
I
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-----
20 10 0 20
L T~ _.J
SCALE IN FEET
SCALE: 1" = 20'
SURVEY OF:
LOTS 3, 4, 19, 20, AND 21 OF MAP OR PLAT ENTITLED "LONGVIEW" AS RECORDED IN
PLAT BOOK 11, PAGE 38 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
22
-------
SURVEYOR'S NOTES:
1. THE SURVEY SHOWN HEREON WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT.
2. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS WERE LOCATED AS A PART OF
THIS SURVEY, EXCEPT AS SHOWN.
3. OWNERSHIP OF THIS PROPERTY IS SUBJECT TO OPINION OF TITLE AND IS NOT
EXPRESSED OR IMPLIED BY THIS SURVEY.
4. LAST DATE OF FIELD SURVEY 08/03/04.
5. BEARINGS SHOWN HEREON ARE BASED ON THE WEST RIGHT-OF-WAY LINE OF
YELVINGTON AVENUE; BEARING SOO'oto7"W (ASSUMED).
6. THIS SURVEY WAS PREPARED EXPRESSLY FOR THE ENTITIES NAMED. NO OTHER PERSON
OR ENTITY IS ENTllLED TO RELY UPON THIS SURVEY FOR ANY PURPOSE WHATSOEVER
WITHOUT THE EXPRESSED WRlffiN CONSENT OF BURCAW & ASSOCIATES, INC.
7. ATTENTION IS DIRECTED TO THE FACT THAT THIS SURVEY MAY HAVE BEEN REDUCED OR
ENLARGED IN SIZE DUE TO REPRODUCTION. THIS SHOULD BE TAKEN INTO CONSIDERA1l0N
WHEN OBTAINING SCALED DATA.
8. SUBJECT PROPERTY APPEARS TO BE LOCATED IN ZONE "XR PER F.I.R.M MAP NO.
12103C0109G COMMUNITY NO. 125096 0109 G WITH A LAST REVISION DATE OF
09/03/2003.
9. ELEVA 1l0NS SHOWN HEREON ARE BASED ON CITY OF CLEARWATER BENCHMARK E -09,
BEING STAMPED .CD 9R HAVING AN ELEVA1l0N OF 72.59 FEET BASED ON NGVD 1929
DATUM.
26
------
10. ALL PLAffiD LOT INFORMATION SHOWN HEREON WAS TAKEN FROM LONGVIEW, PLAT
BOOK 11, PAGE 38 OF TI-IE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
27
------
28
------
! ,._,
i r"'~', \
'I I! ,--,- ,
: \-.) i ~-=--"
~L i\~K Q 'ie
, L.-
PLAhlt\lING E ,vtLL
SEF',v!CES
CITY OF CL~:!~st,
.._--~-~.~~-
-~'--:-='" 1
'. ;
:,. j
~
29
CERTIFIED TO: FISHER AND ASSOCIATES
ir'I~!,^,
MARK J. MCCARTHY
FLORIDA PROFESSIONAL SURVEYOR AND MAPP~R
REGISTRA nON NO. 4651
DA TE OF SIGNATURE
H}/ ..~
NOT VALID WITHOUT THE SIGNA lURE AND lliE O~IGINAL RAISEQ S~AL OF A FLORIDA
LICENSED SURVEYOR ANQ MAPPER
~
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TREE LEGEND
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7
-2'@ = 12" OAK TREE
7-2'
@ = 12" JACARANDA TREE
7
-2'~ = 12" MULBERRY TREE
-':?~= 12" PALM TREE
7-2~= 12" BAY TREE
-':?'
'<#= 12" MAGNOLIA TREE
7
-2Z)= 12" CITRUS TREE
7-2~= 12" PECAN TREE
7-2~= 12" EUCALYPTUS TREE
7-2~= 12" SYCAMORE TREE
7~,
'.. = 12" PINE TREE
-':?'
~ = 12" AUSTRALIAN PINE
7~,
'~= 12" CEDAR TREE
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/:.
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1
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1
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I""
0= 12" COTTONWOOD TREE
1
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1
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LEGEND
SITE BOUNDARY LINE
CENTER LINE
RIGHT-OF-WAY
EROSION CONTROL
~;~
'i:i
EXISTING EDGE OF PAVEMENT
EXISTING ELEVATION
TREE BARRICADE
o
AREA COVERED UNDER
TEMPORARY MODULAR PERMIT
I' // / J
" ////-
REMAINING AREA TO BE DEMOLISHED
EXISTING TREE CANOPY
(TYP. ALL SHEETS)
~ OAK 5 TREES TO BE REMOVED
REFER TO TEMPORARY MODULAR BUILDING PLANS PERMIT # BCP2004-11382
FOR ADDITIONAL DEMOLITION INFORMATION.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
SITE DEMOLITION NOTES
1.
CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN
LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED.
CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES
PRIOR TO DEMOLITION.
ALL ABOVE AND BELOW GROUND HARDWARE, EQUIPMENT AND MATERIALS
TO BE DISPOSED OF IN ACCORDANCE WITH CITY OF CLEARWATER COUNTY
REQUIREMENTS.
INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHIC SURVEY
PREPAR:ED BY BURCAW & ASSOCIATES INC., DATED 08/06/04
UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0
CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED
BY ENGINEER.
TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS
DURING DEMOLITION. THESE BARRIERS SHALL BE IN ACCORDANCE
WITH CURRENT CITY OF CLEARWATER STANDARDS.
THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING
UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE
BUT NOT BE LIMITED TO WATER, SEWER, GAS, CABLE TV, POWER
AND TELEPHONE.
THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL
DURING DEMOLITION, SEE DETAIL SHEETS.
2.
3.
THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES
PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE-='"., . -:- ,
DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT 1\ ['~J::\ I~ Ii c, ,:..
ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFI~p )) ~:'-::J 0 -~-
TO BE REMOVED. I; ~ <.:- '
THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTR I:J~\" API{ _ ~ ?rl
TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARD, t w L._ _.__.__
ALL UTILITY POLE RELOCATIONS TO BE COORDINATED WITH HE PLANI'>JING & ,:.VE:LC
OWNERS OF SUCH FACILITIES AS-NOTED ON DRAWINGS. TH SEhJ~Cf}:7",_
POLE RELOCATIONS WILL ACCOMMODATE THE PROPOSED SID WALK c::.~ OF C_~, """"
AND/OR DRIVE APRON(S) INSTALLATION WITHIN THE RIGHT- (-WAYS
OF THE ADJACENT STREETS. CITY REQUIRES A 2-FT. HORIZONTAL
CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL OBSTRUCTION.
ALL UNUSED DRIVE APRONS AND/OR PARKING SURFACES ARE TO
BE REMOVED IN ITS ENTIRETY, BY THE CONTRACTOR. THE
RIGHT-OIF-WAY(S) ARE TO BE RESTORED WITH NEW SIDEWALK AND
SOD AS REQUIRED, ' OR/G/NA
CONTRACTOR TO COORDINATE ALL DEMOLITION WORK WITH PLANS L
PREVIOUSLY SUBMITTED TO CITY OF CLEARWATER FOR TEMPORARY
MODULAR BUILDING.
CONTRACTOR TO REMOVE ALL IMPROVEMENTS ASSOCIATED WITH
TEMPORARY MODULAR BUILDING, COORDINATE W/ BANK ON
PHASING OF DEMO WORK.
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CONSTRUCT FDOT TURNOUT TYPE 'A 12'
INDEX NO. 515 URBAN RADIAL (CURB & GUTTER)
CITY OF CLEARWATE
VALLEY GUTTER
(SEE 'DETAtLHSHEET) ...., " ,.. H , , " ...... ....HH.'..H ....... , '..,.. ""..... , '" H" "'H ..",.... ..,.., "".. ..,...... .........,...,'...
CURB RAMP DETECTABLE WARNING PER FDOT
INDEX NO. 304 (2004 EDITION) (CR22) (TYP)
30 LF TYPE "F"
CURB & GUTTER
FDOT INDEX NO. 300
NO RIGHT T~~~..(R,~~..~,~
......, ..,....' ,.......... ,..,......, '\,
""~~~NE~~-~~E~~;,J~:Gi{r;;i:Jr,*?~;ii, ~ ~ ~~ : ~~I~fijZ~i;:;"::i~{'~:i~;':k'iWf":~;;~f7~~,:..., ~~~: ~:::3::~::~B~~f~;~~z ~)
REPLACE 5' CONC, S/',"'.. I / ~ ~ "lif: _ ~ 0 VJ /,:t;....' VALLEY GUTTER ,//~/ i'~" '~Y20' SITE
' : (. d4'y;<, /' j;;t ,g ~ 0 V ;;,~y . ' "'~
20' SITE VISIBILITY ;; I,:m \;;1. 1- - - - - -"I ~ R -< tX~ "----J ", VISIBILITY
_ TRIANGLE (TYPl :i: - ii - -,iZ.~:-,... -J-;;-\I- --f7lQ-L- ')&::' ~~~~.'""~ ~~r.' ~, CONCRETE i! ' TRIANGLE
^ v v v v'V' V"'V~:' <t' ~~., ~- ~ ~ :-.t-IHALI'\ .'t", iJ (TYP)
ill> RIGHT TURN ONLY (R3-5R) ~'< ~..........<I~ {~, -I -=---.:1..-...h :;;:~.~: g SIDEWALK (TYP;>;
(> STOP SIGN (R1-1) <' : ~ is Ii<<i Mi><i <:~. ''':::: CL i :
) DO NOT ENTER (R5-1) I' ~..... .,'..... '" .i<iU Rl' _ ~.'\:< ...t I : :):~. -...- i:
(ON REVERSE SIDE ",."..",.',.,~.,<=i.li Y ,;:f. '; ~ I I I': ~:,,'. 0 ; i
) ( ) . .','.',',' t'( 1< ft/ i;; >....~ m ' '
FACING ROADWAY TYP. ': u7~0U<i. "-:.~', 52' ~J'f~~;:':::,:'.':""':;'~r,,:',,;'. i,
,I ~b"~b!I!!~"'bb ?: - HC SIGN I ~"''''.. "TV,~~ ~ /(9 LF TY~E "F"
TYPE "D" CUR~ ~3< <'i ............~ .~. ~"\ I PUOPOSIED BANK I i ?O' : ;:~/ g / ~~~~ I~D~~~6~ 300
H I"--. [\,~i<U (i '''A' '\ TI 0 STORY - 8,700 SF I ,:~~~' 1 '
: Ii[\, > '0 ~.... i) , · .'S '.'.. {~:~; ; t FLOOR -=. 3,700 SF I I : .'.~:/ r : '
:: 1 lii~/ N; i'I,. < "il _ ';~ 2r d FLOOR 5,000 SF I . --=:'" 0 : '
: . '!<f/ ,..r' ;~d~[t~~':':l HANDICAP RAMP I --.J 1 :~';~~.' C'l i i
I 1d" -""D< . ' '. " AT 12 1 " 0 ' ,
10' -: .. 0 ~,.,,/, '< ~ (f"~': : :":..~ · ! I
SETBACK;; ~ ~, ',' '!I~ > V'~~/i!.'i7 2ND STORY LIMIT I ~~;i~ g ~O RIGHT rV~N (R3-1)
'; 145 ~,.I..... .,.,: ..~ "'."~;~ v ~~~~ CON~RE~Aj~~T~~1 s~gN '\j;X --..-- ~O NOT EN~~ (R5-1)
;.: Iy.z>'" i<E HC~"> / /?f:~3 6 RAIS~~ R1-..l)"" ,,1 /.:. r1~ ;:
)~; V~i ViR1'..i" / / / / :,':ZU: CONCRETE /" ~~ : '--R15' :;
CONCRETE WHEELSTO" rx::i</~i '/ / / / / ";',i~.': ISLAND .1 /' ... K' DoDo!iY ! !!
1,:"\ 8~<>1 I-IITE'" ~'. '\ '- = ...- --a" ,I, CONCRrlTE FILLED
BEGIN ,~}QL--L. ~i, ~..'ii'i't: ~ '~~ '!!I,.?!)f NIE~TJbiir";'1'~~~~;\\"'r) ,..~I'::4(r~:'c" ~:, : -- ~SEOE~ADERTDASIL('~S~HETEOTTAL).
.., :;', ,0'.. ':, .. " , ~ --- ~i'xi~'%( ~T'i4>;~t;i'it:"f' . ~ 411F.,~<<,,:::~,,~n;8; "",~~ ",',W~/. " .. i 1 .
" ~ /'~ ."';.1;> CP~., ri\JW"'"" ',',//" ~t"",,,,,,~,,,,,<,,.. " # ",L",'",;:t",." &: ...--24 WHITE ,~TOP BAR
'I / / .:'':0 l.$ /',~ ; 'TUl '4 ':' i! Ii.L . ; ','I!' I : I ' <'.....: . ' :
1':1 7tr?1"~("\ /""":, /.//'~f I 1';'1l'1Y42,; '~'!!'r:q. i; ': 4;' '.! j!.'" t ...--cITY OF CLEARWATER
,..,",H~~,~K L.I,~E OF COMMERCIAL: / / ~\<: """" tt::{;G'r Y.J", ";!"",/ :.., ^'/.', ".'.. ':, ~L"'+"""ii+ ":;, . ... ! /' VALLEY GUTTER
'H'''''''''''''''H'' ..."..", I-- ." ,.L,L.....C~.....,.....i..,' ,: '",:,)0\: [1IiJ 4iIt .., It 4 I'll It I fIII!I ~.: i i
V / ~~ S' '." '" H3.."GORE:;'" 4 /' "~='Z" ''''~.:;7"':':-:- "~"', "':-H~A..: ; (SEE DETAI~: SHEET),..,,,..,....,....,.. .................,, H".
/ Aib.J /./:: ",VtfllTEiSTRII? ~ ~>roNN~{I"I..J~1o( / PA SBY,'- ,'~ ,I !:
Q~~/< .,"",.C,'f'I:.i!20'J[\: / '/'~'~'~~//"~4Y:b NE~4- ': ! rR15' ::
I> /.';',,,/;~0',\ ~..p-?' ... 35' ... "\""'" "1 ....>.</ / / 0 0 -. i(
'~:'A Q: '..~" ~_21;': 1 i:~:irlmi!!"I.i<1 ;!: II~/~':l."::~ . ~ ~ ~ ~ / ~ ~ %~~~ ~T~~r6'~ /~ / . ,"~~' i ;
0,*~;iWHITE:"" 1" """1 :r;"~ ,,::, / /' /~ 4;<JT At\I~ E... ' '~ ~ ~CURB RAMP O~TECTABLE: WARNING PER FDOT
\:~A::i'l <""" '::11,: / / / X.._, '" /. T(-;/ / :";",;::'-....' INDEX NO. 30",'4,"'" (2004 EDITION) (CR22) (TYP)
4-~ .'>\.~i;i{dC "; / / / / / ' 'i / / V / / < ~,~<. ........... ,
_: ~'>>...F: "'F:r, / / ' ..,C'
RETAINING WALL;~ /X<: iT I :1"I"! i:i. 5' R5..,. 'I:~I,:Z ~:';, r--..... ~O NOT ENTElR (R5-1)
/~ "> "<', f / /: ""ilii(El, i "',' (' . . I --u I
W/ HANDRAIL ~I0': '.',,'.', ::il1 ~< / /: S 014 SIQ~ Rt, 1 ': ::'....., ' ,
~..', ,.".,i 0.-i:~ 1 ;; ttii:: ::1 "".,.,: .,:',-:,,' /!i8 LF TYP' 'E "F"
FDOT INDEX NO. 521 ~:%J 'i24' TY?)'} /8'/, · '..'... , '\: 1!,)' i .~:.;:
" ~~B 0"' '7""7C ~ ~ :: 7iri I':;,;;} ~~~~ I~D~, x,U~6~ 300
1 ......~ <<'<',i3; <I / /< ,ii, "}'Ii< : Li{
.........."....".. ..,,,,,, ,....,....12' SETBACK ...........'. n....N..'..-}\,< N< ,,< ,,',",', I "
~i ;: " ":~~': ,;iN:~.~ I j~a ~"'~" ;~:mili:-' ""Ii.,.lb!i~C-- ~ -- ii" -~f;'0';Hs~~~~ : ,
~I ~~,"'~' ,.<1 ~'ID'I::: ~ ~:.ib "., ':1'" fll~I"" "'" "r:-;ml:, )~i z ::
I"'i: rii .."II,~ ..'.,' / / <i ,.. ,',. ," ~I ~i"" ',.il",. 'ii<11 ':;;:~;:' 0 w: !
m .K '.., ..'.....""'... < '..ii / / '~... ,<ii~'" ',',' ,,< "ill:::!:,!:: I- :)! :
N 1 <~/;"A<<' 1:< ,', i" / / '",,< ii, '. "'2: 1'.'<< ,'~~:';~ C) Z: :
1::': )iAY<ii},,<' ,i ,.,' 2M }<i ' ' ii 'r.:;";~ ' ,
-"'-w 1 '0 "..".....i ,.'.....'.',. / / ',i'.,.,.TYRE:00ii CURB " ';i ;~:;:::~ Z W: :
. )(i ,illl, / /<ii i, " . " . .',' ,'.' "'ii ~ ',;", - '
'III ','.".... > >; :
€:, ~""',.,:..!; "" :f~/~ ..~..:; ,...i.", .",.':M1 ^,'1ft)1 """'W<il
....,. 'i} ,.','.,'. . '.", ,'",' / ,',.,' 5' R,5'~ ' L"'" 0&' , ,
- ""-.EN D~ALL ~ ~ I ""'" "~ ~ ;.li1~;I'" '.' i jR;~15~";t i ~]~ ~,ILIH..:H"~2. ~"~I_;.I~~~'~_,,~l:; llPl i '::TY 7F C~~ARWA TER
'_" '_" ' ~ 1"-........ ~ ~ / /"i< ,i"" ""i ',,"" .',,'.' '.',', , .,',. ,,'.."".'" ./; ,,' .~, ~, : /' VALLEY GU~~ER
14 8 x10 8:______. i ~,.'. <ii .,' 'S90.00'OctW< ," ',,""','.., ,,' ,,',,', S9otOO' 0'~W ,~' ~: : (SEE DETAIH SHEET)
DUMPSTER ENCLOSUR~ ~ ;;::'/;~"" . I'" '"'f: 1 ii 8" ,', = ,,"7 ' , " , . \'1: .~~ ~: i!
(SEE DETAIL SHEET) : r- --,;';:[",1" '., biii ..,' 52'100 "~,3.i,;ib;nin~ !mjl I ~TOP SIGN (rM>)
i ' ,
73 o~o~~ A..
'( / ~ ;;7;::": rR15'
72 "( /,":'L "
I ,,~>? FOOT INDEX NO.~300 -1D' SETBACK ;;: 71 : v< ,~~~ I ,.
: ~ - - - -- ~ '~~: TIE INTO EXISTING VALLE~ GUTTER
IS,..--..,-..,-..,-..,-...- '_..._,.._... ,~Ji; i: wi CURB TRtNSITION FOb~ INDEXNO:300
, ,............Naa:4.Q')O"W (F) "'14i:22(P)(F) :7~!:: 20' SITE ':'..,",.......
...... m',n il i l: VISIBiliTY' :
25 LF OF 36 HIG ,~ : TRIANGLE:
WHITE PVC PANELED FENCE (TYP) , ,
W/ ANCHOR SECURED POSTS , ,
. 113' FROM YELVINGTON EP TO PROP DRIVEWAY CONNECTION EP
.\
7 LF TYPE "F"
CURB & GUTTER
FDOT INDEX NO. 300
"'" """" ....,,, ....." ....... -.
GULF TO BAY BOULEVARD
(STATE ROAD NO. 60)
r-REPLACE 5' CONC. S/W
S88-42'35"[ (F) 14 .22 (P)(F)
ENTRANCE SIGN PER CLEARWATER CODE
(TO BE SUBMITTED UNDER SEPERA TE
APPLlCA TIION)
C
RETAIL
C
RET AI L
TIE INTO EXISTING 6'~
HIGH WHITE PVC
PANELED FENCE
MDR
SINGLE-FAMILY
MDR
SINGLE-FAMILY
, .
SITE DATA
1. SI TE ADDRESS
---.....r--....r--'V'--...r-"'" ~
(2. SITE AREA:
(
(
(
)
18,321 SF (0..42 AC) ) &
23,460 SF (0.53 AC) )
<
TOTAL 41,781 SF (0.96 AC) )
~ ~-^-~~~.A ~.A .A.A ~ ^ .A..
EXISTING ZONING: "c" COMMERCIAL
"MDRn MEDIUM DENSITY RESIDENTIAL
-- -- - ---~
Ci 'V' 'V' 'V V V 'V 'V 'V V V V 'V 'V 'V 'V 'V 'V 'V 'V 'V ~V" V" V" /)..
4. EXISTING LAND USE: RESTAURANT, RETAIL AND ATTACHED DWELLINGS ill
. A. A. A. .A.. .A.. .A.. A. A. .A.. .A..
5. PROPOSED LAND USE: BANK AND OFFICE
3.
6.
7.
8.
( 9.
>
>
(
(
(
(
(
>
~ 10,
>
(
(
(
(
(
11 ,
12.
13.
14.
15.
1617 GULF TO BAY BOULEVARD
--v-
"V'" V"
"V'"
"V'"
"V'"
"V'"
COMMERCIAL DISTRICT
MEDIUM DENSITY RESIDENTIAL DISTRICT
BUILDING SETBACKS:
(2) 25
(2) 10
(12)
(0)
"V'" '"'V"' "V'"
I
N
....
FT FRONT SETBACK
FT SIDE SETBACK
0' 20' 40'
~.J ......,
SCALE: 1" = 20'
NUMBER OF EXISTING DWELLING UNITS:
NUMBER OF PROPOSED DWELLING UNITS:
~
SITE AREA (EXISTING):
PERVIOUS AREA
COMMERCIAL BUILDING AREA
NON-COMMERCIAL BUILDING AREA
TOTAL BUILDING AREA
IMPERVIOUS AREA
TOTAL IMPERVIOUS AREA
FAR (COMMERCIAL)
FAR (MDR DISTRICT)
IMPERMEABLE SURFACE RATIO
--
'V 'V 'V 'V
4 , 1 88 SF
7 , 11 6 SF
3,895 SF
11 .011 SF
26,582 SF
37,593 SF
7,116/18,321= 0.3884
3,895/23,460= 0.1660
37,593/41,781= 0.8997
SITE AREA (PROPOSED):
PERVIOUS AREA
GROSS FLOOR AREA (1st FLOOR)
PAVEMENT AND CURB AREA
SIDEWALK AREA
TOTAL IMPERVIOUS AREA
POND AREA
GROSS SITE AREA
FAR (COMMERCIAL)
IMPERMEABLE SURFACE RATIO
10,903 SF
3,700 SF
21 ,692 SF
686 SF
26,078 SF
4.800 SF
41,781 SF
8,700/18,321= 0.4749
26.078/41,781= 0.6241
'V 'V
---
'V'V'V"'\
( 1 0 . 02%) : &
(17.03%)
( 9 . 3 2%) <
(26.35%) <
(63.63%) <
~89.97%l
38.84% <
1 6 . 60% <
(89.97%)
<
<
! 26. 10% <
8. 86% <
51 . 9 2~ ~ <
(1 .64~~
(62. 42~~ <
(11. 49~~ <
(100 %
( 47 . 49% <
(62.41%
LEGEND
TYP TYPICAL
H/C HANDICAP
R RADIUS
R/W RIGHT-OF-WAY
U . S . DOT -MUTCD U.S. DEPT. OF TRANS. MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES
~
6
TRAFFIC FLOW
(PAINTED MARKINGS)
HANDICAP PARKING
PROPOSED CURB
PROPERTY LINE
CENTER LINE
RIGHT-OF-WAY
EXISTING EDGE OF PAVEMENT
PROPOSED ASPHALT PAVEMENT
.A... .
INTERIOR LANDSCAPE AREA REQUIREMENTS:
VEHICULAR USE AREA = 21,692 SF
REQUIRED LANDSCAPE AREA = 21,692 SF x 10% = 2,169 SF
INTERIOR LANDSCAPE AREA PROVIDED = 2,480 SF OR 11.43%
PARKING REQUIREMENTS:
RETAIL: 5 SPACES*(3,700 SF/1 ,000 SF) = 18.5 SPACES
OFFICE: 4 SPACES*(5,000 SF/1 ,000 SF) = 20.0 SPACES
PARKING SPACES REQUIRED: 38.5 SRACES
PARKING SPACES PROVIDED
REGULAR PARKING 33 SPACES
HANDICAP 2 SPACES
TOTAL PARKING SPACES PROVIDED
35 SPACES
FLOOD ZONE
THIS PROPERTY LIES WITHIN FLOOD ZONE 'X' AS DEPICTED
ON FEMA FLOOD INSURANCE RATE MAP NO. 125096, PANEL 0109 G,
DATED SEPTEMBER 03, 2003.
OWNER/DEVELOPER
LIBERTY BANK IN ORGANIZATION
16. THERE ARE NO ENVIRONMENTAL SENSITIVE AREAS ON ll-iIS SITE.
17. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED IN ACCORDANCE WITH CITY OF
CLEARWA TER REQUIREMENTS.
18. BUILDING HEIGHT - 31'-4" TOP OF PARAPET
36'-10" TOP OF ROOF PITCH
TRASH ENCLOSURE HEIGHT - 6'
19. CONSTRUCTION TYPE - TYPE IV UNPROTECTED
UTILITIES
WATER
WA TER WILL BE PROVIDED BY
CITY OF CLEARWATER UTILITIES DEPARTMENT
PHONE (727) 562- 4600
SEWER SERVICE WILL BE PROVIDED BY
CITY OF CLEARWATER UTILITIES DEPARTMENT
PHONE (727) 562-4600
PROGRESS ENERGY
2166 PALMETTO STREET
CLEARWA TER, FL 33765
(727) 562-5656
VERIZON FLORIDA, INC.
1280 EAST CLEVELAND STREET
CLEARWA TER. FL 33753
(727) 562-1132
CLEARWA TER GAS SYSTEM
400 NORTH MYRTLE AVENUE
CLEARWA TER, FL 33755
(727) 562-4900
BRIGHT HOUSE
11500 9TH STREET NORTH
ST. PETERSBURG, FL 33716
(727) 803-5059
SEWER
ELECTRICAL
TELEPHONE
GAS
CABLE
,.'...>.....'...............>.i/....I
W{':it~.;;::i]
I. ~.. .... 't...". ~.". f .'
I"'..,.,.". .., ."
r '. :".": I
. . .... . .."' .
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PROPOSED CONCRETE SIDEWALK
PROPOSED CONCRETE PAVEMENT
INTERIOR LANDSCAPE AREA
f~oooooooo~~
0000000000
go~o~o~ogo
CURB RAMP DETECTABLE WARNING
(PER FOOT INDEX NO. 304, 2004 EDIllON)
PAVER BRICKS
~
SITE PLAN NOTES:
.4 -./ 3.1::: 1 t g 1. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB.
(' ~ _ \ It .7 2. EXISTING IMPROVEMENTS SHOWN ARE TAKEN FROM
'.) f. +. ;7 _ -- BOUNDARY & TOPOGRAPHIC SURVEY PREPARED BY
z,~.S' BURCAW & ASSOCIATES, INC., DATED 08/06/2004.
0(' 3. BUILDING AND SIDEWALK DIMENSIONS
~'O ARE TO OUTSIDE EDGE OF FOUNDATION.
4. ALL TIES TO THE PROPERTY LINE ARE
BASED ON ll-iE BOUNDARY & TOPOGRAPHIC
SURVEY.
5. INSTALL ISOLATION JOINTS WHERE EDGE OF
ASPHALT PAVEMENT ABUTS CONCRETE DRIVEWAYS;
ALONG EDGE OF CURB LINES ABUTTING CONCRETE
PAVEMENT; ALONG EDGE OF SIDEWALKS ABUTTING
CONCRETE PAVEMENT; AROUND ALL STORM INLETS
MANHOLES, VALVE BOXES AND BOLLARDS (ABOVE
GROUND APPURTENANCES, COORDINATE w/
ARCHITECTURAL PLANS FOR ISOLA nON JOINTS
ADJACENT TO BUILDING EDGES.
6. SEE GENERAL NOTE SHEET C-2 FOR MOT TRAFFIC
NOTES.
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CONSTRUCT FDOT TURNOUT TYPE 'A 12'
INDEX NO. 515 URBAN RADIAL (CURB & GUTTER)
75.;:?7
ULF_ JJl-BA Y -BOUlEVARD - - - - ~ ~ -G~~iitiL~;oL F::
(ST ATE ROAD NO. 60) ~~u~rPROVED ~72.80
CONCRETE COLLAR
. , '('if; ~~~ '}f,:, & ~g~~~~~~~ ~g.R 280 72.44
',~' S~42~; (r)l4222"';{1i ,',' fi)"- "-
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/ I rl jt ' ;,
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SAWCUT EXISTING PAVEMENT AND MEET
MATCH EXISTING PAVEMENT ELEVATION PER THE
"CONNECTION DETAIL A4~lThJG... ASEHALI_
PAVEMENTS" AS SHOWN ON DETAIL SHEET (TYP)
.".- ......
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CONNECXifRQOF ORAl,.. !,,:' t~<!5,',
PIPE w/ CONCRETE COLLAR"'ill ~;'
(TYP); FDOT IND,~,~, NO. 280 ill
X)~jj ~. ~"~I
{N,,())>>, I
BEGINING DF--WALL i!;' J
TOP OF, W~..f.:i!:j!;P,'/
"'" ,', EL T1~ 75/~:;/ <n
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~ 73.15
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M~1g~TE~~il~~G P~~~~~~~,-rEt~~A~6~T P~R..THE.
"C1NECTION DETAIL At EXISTING ASPHALT
,fJjt PA EMENTSi'! AS SHOwN ON DETAIL SHEET (TYP)
f", if 72 92 1 1
" 'ALLEY $WALE DETAIL
& RANSITION PER :
CIllY' OF CLEARWATER DETAIL #10701
I
>1:72.94
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END OF WALL
TOP OF WALL
EL. 73.75
cB
;J.> .ii'?
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DUMPSTER WALL
(SEE DETAIL SHEET)
73
72
71
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EROSION CONTROL
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STORM STRUCTURE DATA
@
CONST TYPE "V" GRATE INLET
FOOT INDEX NO. 221
HS-20 LOADING STEEL GRATE W/ STEEL ANGLE
GRATE EL = 72.75
IE (S) = 68.55 (18" RCP)
~=D
CONST TYPE "V" GRATE INLET
FDOT INDEX NO. 221
HS-20 LOADING STEEL GRATE W/ STEEL ANGLE
GRA TE EL = 72.75
IE (N) = 68.35 (18" RCP)
IE (S) = 68.35 (18" RCP)
@)
CONST TYPE "V" GRATE INLET
FOOT INDEX NO. 221
HS-20 LOADING STEEL GRATE W/ STEEL ANGLE
GRA TE EL = 72.65
IE (N) = 68.10 (18" RCP)
IE (S) = 68.10 (18" RCP)
IE (E) = 68.10 (18" RCP)
C[-~3~
CONST TYPE "V" GRATE INLET
FOOT INDEX NO. 221
HS-20 LOADING STEEL GRATE wI STEEL ANGLE
GRATE EL = 72.85
IE (W) = 68.25 (18" RCP)
CB)
CONST TYPE "V" GRATE INLET
FOOT INDEX NO. 221
HS-20 LOADING STEEL GRATE WI STEEL ANGLE
GRATE EL = 72.60
IE (N) = 67.90 (18" RCP)
IE (S) = 67.90 (18" RCP)
@
CONST DITCH BOTTOM INLET TYPE D (MOD)
FOOT INDEX NO. 201 & 232
RECTICULlNE STEEL GRATE W/ STEEL ANGLE
GRATE EL = 71.00
IE (N) = 67.85 (18" RCP)
SUMP BOTTOM = 65.85
&
cB)
CONST STORM MANHOLE TYPE P7T W/ TYPE P BOTTOM
FDOT INDEX NO. 200 & 201
RIM EL = 73.25
IE (S) = 66.20 (18" RCP)
IE (NW) = 66.20 (18" RCP)
~~-])
CONST TYPE "E" (MODIFIED) CONTROL STRUCTURE
FDOT INDEX NO. 232
H-20 LOADING STEEL GRATE WI STEEL ANGLE
GRA TE EL = 73.00
SKIMMER EL (TOP) = 73.00
SLOT EL (W) = 72.00
SLOT LENGTH = 42"
IE (N) = 66.60 (18" RCP)
(SEE DETAIL)
~-J)
existing storm inlet
rim el = 72.06
ie (n,e) = 65.40 (30" rcp)
PROP IE (SE) = 66.00 18" RCP)(CORE CONNECTION)
CONCRETE COLLAR CONNECTION
PER FOOT INDEX NO. 280
EROSION CONTROL MEASURES NOTE:
LEGEND
EL
TYP
co
IE
ELEVA TlON
TYPICAL
CLEAN OUT
INVERT ELEVATION
EXISTING ELEVATION
~
{.~.
)(
4,8.45
r---
D
PROPOSED PAVEMENT ELEVATION
GRATE INLET
0' 20' 40'
~ ~ .....,
SCALE: 1" = 20'
..-...,....
PROPOSED SURFACE STORMWATER FLOW
DIRECTION OF STORMWA TER FLOW
PROPOSED STORM SEWER
FINISH FLOOR ELEVATION
REINFORCED CONCRETE PIPE
STORM SEWER STRUCTURE NUMBER
EROSION CONTROL
HIGH POINT
GRADE ELEVATION
MATCH EXISTING GRADE
,.....
-ST-
FFE
RCP
~~
rut @ffiEl JiffM
HP
-----
G.E.
M.E.IG.
MAINTENANCE OF TRAFFIC NOTES:
1. MAINTENANCE OF TRAFFIC FOR THE WORK TO BE PERFORMED WITHIN THE
FLORIDA DEPARTMENT OF TRANPORTATION RIGHT-OF-WAY IS TO BE IN
ACCORDANCE WITH STANDARD INDEX NOS. 600,622,623, & 660. NO LANE
CLOSURES ARE PERMITTED WITHOUT PRIOR APPROVAL HAVING BEEN OBTAINED
FROM THE FDOT INSPECTOR.
2. DUE TO HEAVY VOLUMES OF TRAFFIC, ALL WORK WITHIN FOOT RIGHT-OF-WAY
SHALL BE BETWEEN 9: 00 PM AND 6: 00 AM.
3. MAINTENANCE OF PEDESTRIAN TRAFFIC TO BE IN ACCORDANCE WITH FDOT INDEX NO. 660.
PAVING. GRADING AND DRAINAGE NOTES:
1. REFER TO GENERAL NOTES FOR CONCRETE PIPE MATERIAL SPECIFICATIONS.
2. ALL STORM STRUCTURES SHALL BE FINISH GROUTED TO INVERT
ELEVATION.
3. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS
PRIOR TO COVERING STORMWA TER PIPING FOR INSPECTION.
4. SEE GENERAL NOTES SHEET FOR EROSION AND SIL TA TION CONTROL
ALONG WITH GENERAL NOTES.
5. SEE SITE PLAN/HORIZONTAL CONTROL SHEET FOR SITE DATA.
6. SEE BOUNDARY & TOPOGRAPHIC SURVEY FOR TEMPORARY BENCH
MARK (TBM) LOCATIONS.
7. THE CONTRACTOR SHALL MEET ALL APPLICABLE REQUIREMENTS OUTLINED
IN THE LATEST EDITION OF THE ACCESSIBILITY REQUIREMENTS MANUAL
PREPARED BY THE FLORIDA BOARD OF BUILDING CODES AND STANDARDS.
8. THE CONTRACTOR SHALL MEET ALL REQUIREMENTS FOR FDOT
AND THE THE CITY OF CLEARWATER WITH REGARD
TO IMPROVEMENTS WITHIN THEIR RESPECTIVE RIGHTS-OF-WAY.
9. ALL PVC STORM PIPE SHALL COMPLY WITH AWWA C-900, SDR 18.
10. ALL DISTURBED AREAS WITHIN RIGHTS-OF-WAY TO BE SODDED.
11. ALL PROPOSED GRADES REPRESENT FINISH PAVEMENT ELEVATIONS
UNLESS OTHERWISE NOTED.
12. A STORMWATER MANAGEMENT SYSTEM WILL BE PROVIDED BY
UTILIZING AN INTERNAL PIPE COLLECTION SYSTEM WHICH
TREATS THE FIRST 1/2" OF RUNOFF OF THE ENTIRE SITE,
PRIOR TO DISCHARGING TO THE EXISTING GULF TO BAY BLVD
RIGHT-OF-WAY'S DRAINAGE COLLECTION SYSTEM. WHICH IS PART
OF THE ALLEN CREEK DRAINAGE BASIN.
13. CONTRACTOR TO PROVIDE UNDERGROUND 6" PVC PIPING FOR ALL
DOWNSPOUTS FROM BUILDING AND DISCHARGE INTO STORM STRUCTURE
S-1, COORDINATE W/ ARCHITECTURAL PLANS FOR LOCATION OF
DOWNSPOUTS.
14. ALL PAVING, GRADING, AND DRAINAGE NOTES APPLY TO ALL
SHEETS WHERE APPLICABLE.
REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE
BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE
CITATIONS. AS PROVIDED BY CHAPTERS 40D-4 AND 40D-40. F.A.C.
INITIA TION OF CIVIL PENALTY PROCEDURES PURSUANT TO SECTION
373.129, F.A.C., CAN RESULT IN A PENALTY NOT TO EXCEED $10,000
PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS
CONSTITUTING A SEPARATE OFFENSE.
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LEGEND
f2f
EXISTING UTILITY/POWER POLE
........,,-- ....n.. ....u. .......
'" ''''n'''12'' WM"'''' nnn EXISTING WATER MAIN
- - -10" SAN- - EXISTING SANITARY MAIN
- - - OHL - - - EXISTING OVER HEAD WIRES
GULF TO BAY BOULEVARD
(STATE ROAD NO. 60)
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EXISTING SANITARY MANHOLE
PROPOSED WATER METER
PROPOSED BACKFLOW PREVENTER/DDCV
PROPOSED SANITARY SEWER CLEANOUT
PROPOSED STRUCTURE NUMBER
PROPOSED VALVE
=-=
@
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SCALE: 1" = 20'
20'
40'
~
.
WM
PROPOSED WATER MAIN
PROPOSED WATER SERVICE LINE
PROPOSED ~RE LINE
PROPOSED STORM SEWER
(SEE SHEET NO.6)
PROPOSED SANITARY SEWER LINE
TEMPORARY WATER SERVICE LINE
WL
FIRE-
- - -ST- --
... SAN
TWL
D-o-O
LIGHT POLE
xisting
'T/2" "wafer" meter'
and reduced pressure
backflow preventer (potable)
SANIY ARY STRUCTURE DATA
@ 8
CONST CLEANOUT existing manhole
TOP - CONTRACTOR TO SET AT GRADE contractor to verify rim & invert
IE = 70.00 ie (s) = 69.86 (to be verified)
ie (w) = 69.86 (to be verified)
~~-) IE (W) = 69.86 (CORE DRILL W/ BOOT)
CONST DOGHOUSE MANHOLE
OVER EXISTING 8" SAN SEWER
PLUG EAST 8" SAN SEWER
RE-ROUTE SOUTH TO NEW
SAN MANHOLE
RIM EL = 72.80
IE EL (W&S) = 70.35
<@~-})
CONST SAN SEWER MANHOLE
RIM EL = 73..15
IE EL (N&E) = 70.30
~H~-})
CONST SAN SEWER MANHOLE
RIM EL = -
IE EL (W&E) := 69.94
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1/2" IRRIGATION METER AND
EDUCED PRESSURE BACKFLOW
REVENTER. CONTRACTOR TO
OORDINA TE WITH THE CITY OF
LEARWATER FOR METER INSTALLATION.
RRIGA TION METER, RPBP, AND
IRRIGATION LINES (BY
IRRIGATION CONTRACTOR UNDER
",,,,,GC CONTRACT)
L,.J't:LUti"~" I I
pU\l\li~lt"u ,,' "ccs \
SEHv\ '- .
, Or: CLEA, RWA~~,~!
Cl~_~-
UTILITY NOTES
6 LF 8" Cl50 DIP
SAN SEWER @ 0.40%
1.
CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES WITHIN THE LIMITS OF CONSTRUCTION
AND ADVISE THE ENGINEER OF RECORD OF ANY CONFLICTS
IMMEDIA TEL Y.
o LF 6" SDR 35 PVC
SAN SEWER LATERAL @ 1.00%
MDR
SINGLE-FAMIL Y
2.
CONTRACTOR SHALL NOTIFY AND COORDINATE WATER
SERVICE WITH THE CITY OF CLEARWATER.
CONTRACTOR SHALL NOTIFY AND COORDINATE SEWER
SERVICE WITH CITY OF CLEARWATER.
CONTRACTOR TO INSTALL PVC CONDUIT(S) FOR ELECTRICAL SERVICE
(TO PROPERTY LINE) AND COORDINATE INSTALLATION OF ELECTRICAL
POWER SERVICE AND LIGHTING DESIGN WITH PROGRESS ENERGY.
CONTRACTOR TO INSTALL PVC CONDUIT(S) FOR TELEPHONE SERVICE
(TO PROPERTY LINE) AND COORDINA TE INSTALLATION OF SERVICE
WITH THE LOCAL TELEPHONE COMPANY.
"-cONNECT TO PROPOSED 8"
SANITARY SEWER WITH
8"x6" WYE (CONTRACTOR
TO FIELD VERIFY LOCATION)
3.
FIRE PROTECTION NOTE
4.
1. ALL UNDERGROUND FIRE MAINS, HYDRANTS AND FIRE DEPARTMENT
CONNECTIONS MUST BE IN PLACE, INSPECTED AND IN SERVICE
PRHJR'TO'CONSTRUCTION AS PER NFPA-241.
5.
,,- existing
35 If 6" restrained
(field lock or fastite)
d.i.p. water main
fire hydrant assembly
CONTRACTOR TO EXERCISE EXTREME CARE IN NEW CONSTRUCTION AREA
TO AVOID IMPACTS TO HIGHLY SENSITIVE UTILITIES. GAS, FPC,
6.
SEE SITE BOUNDARY AND TOPOGRAPHIC SURVEY FOR LOCATION
OF OTHER EXISTING UTILITIES.
>;?-'
m
73
72
71
xlsting
12"x6" tapping sleeve
and 6" valve (refer to
modular bldg as-builts)
NOTE:
7.
SEE GENERAL NOTES SHEET FOR ADDITIONAL UTILITY NOTES.
DUCTILE IRON PIPE MUST BE INSTALLED BETWEEN ANY TAP AND BACK FLOW
PREVENTER DEVICE. AT LEAST ONE JOINT OF DUCTILE IRON PIPE TO BE
INSTALLED ON THE SERVICE SIDE OF ANY BACKFLOW PREVENTER DEVICE.
CONTRACTOR TO COORDINATE WITH PROGRESS ENERGY FOR RELOCATION
OF ANY POWER POLES WITHIN RIGHT -OF - WAYS.
f"Xt"1
THESE PLANS MAY NOT REFLECT ALL OF THE EXISTING UTILITIES.
THE LOCATION OF UTILITIES SHOWN SHOULD BE CONSIDERED APPROXIMATE.
EXISTING UTILITIES SHOWN IN A DASHED LINE HAVE BEEN OBTAINED FROM
RECORD DRAWINGS OR AS PROVIDED BY UTILITY COMPANY FIELD LOCATION
DRAWINGS. THEREFORE, THE CONTRACTOR IS ADVISED TO FIELD VERIFY THE
LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
9.
~>>.:::w///&
8.
10.
CONTRACTOR TO REPAIR IN KIND ANY DISTURBED AREAS DUE TO UTILITY
INSTALLATIONS. CONTRACTOR TO ROOT PRUNE ANY TREES IN VICINITY
OF PROPOSED UTILITY INSTALLATIONS.
THE CITY OF CLEARWATER WILL PROVIDE WATER TAP, SET THE
WATER METER AND A B.F.P.D. (BACK FLOW PREVENTOR DEVICE)
IF APPLICABLE. APPLICANT (I.E. CONTRACTOR) IS RESPONSIBLE FOR ALL
ASSOCIATED FEES AND ALL OTHER INSTALLATION FEES.
MDR
SINGLE-FAMIL Y
GENERAL CONTRACTOR (I.E. UTILITY SUB) TO COORDINATE ALL WORK
ASSOCIATED WITH PERMANENT UTILITY PLAN AND TEMPORARY UTILITY
PLAN (BCP #2004-11382).
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(WASHINGT\l~ PALM ~ ~AIN)
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SINGLE-FAMILY
SYMBOL
QV
PO
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vs
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PA
SP
OM
PR
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MG
SOD
QUANTITY
10
2
88
195
828
108
55
12
15
15
255
13
9,500 SF
I,' 4" .1
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R/W
EX
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LEGEND
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PROPOSED CURB
SITE BOUNDARY UNE
CENTER LINE
RIGHT -OF-WAY
EXISTING EDGE OF PAVEMENT
PROPOSED CONCRETE PAVEMENT
lYPICAL
RIGHT -OF-WAY
EXISTING
0' 20'
~ --7
SCALE: 1" = 20'
EXIST TREE
TREE CANOPY DRIPLlNE
EXISTING ELEVATION
TREE BARRICADE
TREES TO BE REMOVED
LIMITS OF ROOT PRUNING
ONE (1) - 4 INCH SCH 40 PVC
CONDUIT, MIN. 24" COVER
(COOR. WllH IRRIGATION CONTRACTOR)
PLANT MATERIAL GRAPHIC SYMBOLS
~ UII< OAK. LAUREL OAK
. VAlE PAlJ./
o MAGNOLIA
~ WASHINGTONIA PALM. SABAL PALM
CXXXX>
-
..
~
1# I
SHRUBS (TYP)
PYGMY DA TE PALM
DRACAENA
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--
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GROUND COVER
SOD - ST. AUGUSnNE
PLANT MATERIAL LIST
BOTANICAL NAME
QUERCUS VIRGINIANA
PHOENIX DACTYLIFERA
RAPHIOLEPSIS INDICA
VIBURNUM SUSPENSUM
LURIOPE MUSCARI 'GIANT'
LANTANA OVATlFOUA
PENNISE1UM ALOPECUROIDES
SABAL PALMETTO
DRACAENA MARGINATA
PHOENIX ROBELLENII
JUNIPERUS CONFERTA 'COMPACTA'
MAGNOLIA GRANDIFLORA
COMMON NAME
SPECIFICATIONS
LIVE OAK
DA TE PALM
MIN 13' HT. X 13' SPD, 2 1/2" CAUPER, 30 GAL
12' CLEAR TRUNK HT.
MIN. 3 GAL; 12" HT.; 24" OC
MIN. 3 GAL; 24" HT.; 3' OC
MIN. 1 GAL; 12" HT.; 18" DC
MIN. 1 GAL; 18" HT.; 18" OC
MIN. 3 GAL; 36" HT.; 3' OC
12' CLEAR TRUNK HT.
MIN. 7 GAL; 5' HT
MIN. 30 GAL; 3 TRUNK SPECIMEN
MIN. 1 GAL; 2' DC
MIN 13' HT X 13' SPD, 2 1/2" CALIPER, 30 GAL
INDIAN HA WTHORN
SANDANKWA VIBURNUM
GIANT LlRIOPE
GOLD LANTANA
CHINESE FOUNTAIN GRASS
SABAL PALM
DRACAENA
PYGMY DA TE PALM
SHORE JUNIPER
SOUTHERN MAGNOLIA
STENOTAPHRUM SECONDATUM 'FLORITAM' ST AUGUSTINE FLORI TAM
LANDSCAPE NOTES:
1. SEE DEMOLITION PLAN FOR EXISTING TREES TO BE REMOVED
AND TREE BARRICADE LOCATIONS FOR EXISTING TREES TO REMAIN.
2. SEE lHE LANDSCAPE NOTES FOR TREE REPLACEMENT CALCULATION.
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LANDSCAPE NOTES
1. THE WORK CONSISTS OF THE COMPLETE PLANT MATERIAL INSTALLATION AS SHOWN ON THE DRAWINGS AND AS HEREIN SPECIFIED.
THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT MATERIAL SPECIFIED, THE FURNISHING OF LABOR,
EQUIPMENT, APPLIANCES AND ALL MATERIALS CALLED FOR, AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE
INSTALLATION AS SHOWN ON THIS PLAN. FURTHER, THE WORK SHALL INCLUDE THE MAINTAINING OF ALL PLANTS AND PLANTING AREAS
UNTIL ACCEPTANCE BY THE OWNER, AND THE FULFILLING OF ALL GUARANTEE PROVISIONS AS HEREIN SPECIFIED.
2. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS SHOWN ON THE DRAWINGS, AS SPECIFIED. AND IN QUANllTlES SHOWN ON THE PLANT
MATERIALS LIST.
3. IN THE EVENT OF VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANS, THE PLANS SHALL
CONTROL.
4. PLANT MATERIALS WILL BE INSPECTED BY THE OWNER'S REPRESENTATIVE AT THE JOB SITE PRIOR TO INSTALLATION. WHEN
INSPECTION WORK DOES NOT COMPLY WITH THE REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL
REINSPECTED AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS FROM THE PLANTING SITE WITHIN 48 HOURS AND
REPLACE WITH ACCEPTABLE MATERIALS.
5. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER. THE OWNER OR HIS REPRESENTATIVE
RESERVES THE RIGHT TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ITEMS WHICH. IN HIS OPINION" DO NOT PRESENT AN ORDERLY AND
REASONABLE NEAT OR WORKMANLIKE APPEARANCE, PROVIDED SUCH ITEMS CAN BE PROPERLY INSTALLED IN SUCH ORDERLY WAY BY THE USUAL
METHODS OF SUCH WORK.
6. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA NO. 1 OR BETTER AS OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY
PLANTS. PARTS I AND II, STATE PLANT BOARD OF FLORIDA, AND SHALL CONFORM TO ANSI STANDARDS FOR NURSERY STOCK (ANSI
260.1-1980) .
7. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" CYPRESS MULCH, 100% ORGANIC. FIBEROUS-TYPE GRADE 'B' OR BETTER.
8. NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLAN, DETAILS, OR 1HESE SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE
OWNER OR HIS REPRESENTATIVE.
9. THE OWNER SHALL HAVE THE RIGHT TO REJECT ANY AND ALL WORK AND MATERIALS WHICH, IN HIS OPINION, DOES NOT MEET THE REQUIREMENTS OF
THE PLANTING PLAN, DETAILS AND THESE SPECICA TIONS.
10. ALL PLANT MATERIALS SHALL BE WATERED BY THE CONTRACTOR THOROUGHLY WHEN PLANTED AND DURING THE PLANTING TIME PERIOD
UP TO FINAL ACCEPTANCE BY OWNER.
11. TOPSOIL SHALL BE FERTILE, BLACK IN COLOR, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF SUBSOIL, CLAY
LUMPS, BRUSH, WEEDS AND OTHER L I HER, AND FREE OF ROOTS, STUMPS, STONES LARGER THAN 1 1/2" II N ANY D I MENS I ON, AND OTHER
EXTRANEOUS OR TOXIC MATTER HARMFUL TO SOD GROWTH. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL DRAINED SITES WHERE TOPSOIL
OCCURS IN A DEPTH OF NOT LESS THAN 4"; DO NOT OBTAIN FROM BOGS OR MARSHES. CONTRACTOR SHALl PROVIDE SOILS TEST REPORT
SHOWING pH AND NUTRIENTS; - pH SHALL BE 5.5 TO 6.0. IF NOT THEN USE THE APPROPRIATE SOIL AMENDMENTS TO REACH 5.5 TO
6.0.
12. GRASS SOD SHALL BE WELL MATTED WITH GRASS ROOTS. THE SOD THAT IS HARVESTED SHALL BE TAKEN UP IN RECTANGLES
PREFERABLY 12" X 14". SHALL BE A MINIMUM OF 2" IN THICKNESS AND SHALL BE LIVE. FRESH AND UNINJURED AT THE TIME OF
PLANTING. IT SHALL BE FREE OF WEEDS AND OTHER GRASS AND SHALL HAVE A SOIL MAT OF SUFFICIENT THICKNESS ADHERING FIRMLY TO
THE ROOTS TO WITHSTAND ALL NECESSARY HANDLING. THE SOD SHALL BE SHADED AND KEPT MOIST UNTil IT IS PLANTED. DUMPING FROM
VEHICLES WILL NOT BE PERMITTED. DAMAGED SOD WILL BE REJECTED. REPLANTING SHALL BE DONE WITHING 48 HOURS AFTER TIME OF
HARVESTING OR SOD SHALL BE KEPT DAMP UNTIL PLANTED.
13. SODDING SCHEDULE:
1. SOFT SPOTS AND INEQUITIES IN GRADE SHALL BE CORRECTED BEFORE BEGINNING SOD WORK.
2. GROUND SHALL BE SUFFICIENTLY MOIST PRIOR TO LAYING OF SOD.
3. LAY SOD WITHOUT VOIDS. SOD SHALL BE THOROUGHLY WATERED AND ROLLED. THE SURFACE SHALL BE TRUE TO FINISHED GRADE
LINES ;EVEN AND FIRM AT ALL POINTS.
4. PLACE SOD WITH STAGGERED JOINTS CLOSELY BUTTED, ROLLED TO AN EVEN SURFACE TO THE REQUIRED FINISHED GRADE. AVOID
CONTINUOUS SEAM ALONG LINE OF WATER FLOW IN SWALES. PLACE SOD IN ROWS AT RIGHT ANGLES TO SLOPE.
5. FERTILIZE.
14. THE LANDSCAPE CONTRACTOR SHALL EXAMINE THE SOILS OF ALL PLANTING AREAS PRIOR TO SUBMITTING BIDS FOR THE SUITABILllY TO SUSTAIN
HEALTHY PLANT GROWTH AS CALLED FOR ON THE PLANTING PLAN, DETAILS, AND THESE SPECIFICATIONS.
15. THE CONTRACTOR SHALL NOTIFY THE OWNER OR HIS REPRESENTATIVE OF ANY CONFLICT OR DISCREPANCY IN PLANS PRIOR TO
PERFORMING ANY WORK IN THE AFFECTED AREA.
16. CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES ALL SURPLUS AND DISCARDED MATERIALS AND RUBBISH FROM HIS
CONSTRUCTION.
17. ALL SHRUBS AND SOD SHALL BE GUARANTEED FROM (6) MONTHS AFTER FINAL ACCEPTANCE BY OWNER. ALL TREES SHALL BE
GUARANTEED FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE BY OWNER.
18. FINAL INSPECTION WILL NOT TAKE PLACE UNTIL ALL MATERIALS ARE PLANTED/INSTALLED CORRECTLY. CONTRACTOR WILL REQUEST A
FINAL INSPECTION BY WRITTEN LETTER TO OWNER.
19. UPON FINAL NOTICE OF FINAL ACCEPTANCE, THE OWNER WILL ASSUME MAINTENANCE AND THE GUARANTEE/WARRANTY PERIOD BEGINS.
20. THE LANDSCAPE CONTRACTOR SHALL STAKE ALL PLANT MATERIAL LOCATIONS FROM THE PLANTING PLAN PR:IOR TO INSTALLATION FOR APPROVAL
BY THE OWNER OR HIS REPRESENTATIVE.
21. THE LANDSCAPE CONTRACTOR SHALL FURNISH FROM HIS SOURCE A GOOD CLEAN, NA TIVE SOIL WHICH SHALL MEET THE APPROVAL APPROVAL OF
THE OWNER OR HIS REPRESENTATIVE. THIS SOIL SHALL BE USED FOR THE PLANTING MIXTURE AS FOLLOWS:
A. ONE PART HILLARY PEAT PLANTING MIX, TOPSOIL OR APPROVED EQUAL
B. ONE PART NATIVE SOIL
22. THE SOIL MIXTURE WILL BE USED THROUGHOUT THE ENTIRE SECTION OF EACH PLANllNG AREA TO A DEPTH CONSISTENT WITH THE ROOT
DEVELOPMENT OF THE PROPOSED PLANT MATERIAL.
23. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTH THE SITE AND THE BID DOCUMENTS. DISCREPANCIES IN
DOCUMENTS OR SITE CONDITIONS SHALL BE REPORTED TO THE OWNER IN WRITING AT TIME OF BIDDING OR DISCOVERY, AND NO ACCOUNT
SHALL BE MADE AFTER CONTRACT COMPLETION FOR FAILURE TO REPORT SUCH CONDITION, OR FOR ERRORS ON THE PART OF THE LANDSCAPE
CONTRACTOR AT TIME OF BIDDING.
24. ALL QUESTIONS CONCERNING THIS PLAN SET OR SPECIFICATIONS SHALL BE DIRECTED TO THE OWNER OR HIS REPRESENTATIVE.
25. THE LANDSCAPE CONTRACTOR WILL PROVIDE A SOIL SAMPLE ANALYSIS TO DETERMINE APPROPRIATE SOIL AMlENDMENTS (IE: FERTILIZER. L I ME,
ETC.) THE CONTRACTOR WILL PROVIDE COPIES OF THE TEST RESULTS TO THE OWNER AND HIS REPRESENTATIVE. ALL PLANTS TO BE
FERTILIZED WITH AGRIFORM 20-15-5 TABLETS AS PER INSTRUCTIONS IN FERTILIZATION NOTES.
26. THE GENERAL CONTRACTOR SHALLL ENSURE THAT ALL PLANTING ISLANDS OR AREAS SHALL BE CLEAN OF ALL TRASH, DEBRIS. OR OTHER
NON-INDIGENOUS MATERIALS TO A DEPTH OF 2' PRIOR TO ANY LANDSCAPE INSTALLATION.
27. ALL AREAS SHALL BE SODDED WITH ST. AUGUSTINE SOD.
28. THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE LIGHTING CONTRACTOR TO ENSURE THAT CONFLlICTS DO NOT OCCUR BETWEEN
PLANT MATERIAL AND EXISTING AND PROPOSED SITE LIGHTING.
29. PRE-INSTALLATION INSPECTION: ALL PLANTlNGS MUST BE INSPECTED PRIOR TO INSTALLATION TO DETERMINE PROPER ROOT BALL SIZE AND
COMPLIANCE WITH ALL MINIMIUM STANDARDS.
30. INSPECTION AND APPROVAL: PRIOR TO ISSUANCE OF A CO, THE PROFESSIONAL RESPONSIBLE FOR THE LANDSCAPE PORTION OF THE PROJECT
SHALL PROVIDE WRITTEN, SEALED, OR NOTARIZED CERllFICATION THAT THE INSTALLATION OF IRRIGATION AND LANDSICAPING HAS BEEN COMPLETED IN
ACCORDANCE WITH THE APPROVED PLAN. A SITE INSPEC1l0N WILL BE MADE BY THE CITY TO VERIFY COMPLIANCE WITH ALL PROVISIONS OF THE
DEVELOPMENT ORDER AND THIS SECTION. FINAL APPROVAL IS REQUIRED PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
31. ALL LANDSCAPED AREAS COVERED WITH SHRUBS. GROUND COVER. TURF, THREE INCHES OF ORGANIC MULCH. WHERE MULCH IS USED, IT MUST BE
PROTECTED FROM WASHING OUT OF THE PLANTING BED. PLASTIC SHEETS SHALL NOT BE INSTALLED UNDER MULCHES.
32. TREES WHICH ARE BALLED AND BURLAPPED MUST HAVE THE BURLAP REMOVED OR FOLDED DOWN AT THE TIME OF PLANTING. ALL TWINE OR ROPE
MUST BE REMOVED. IF WIRE BASKETS ARE USED, THE UPPER ROWS MUST BE CUT BEFORE PLANTING. IF STAKES OR GUY WIRES ARE USED TO SUPPORT A
TREE. THE WIRE MUST BE COVERED WITH PROTECTIVE MATERIAL WHERE IT IS IN CONTACT WITH THE TREE AND THE STAKES OR GUY WIRES MUST BE
REMOVED AFTER ONE YEAR.
33. ALL LANDSCAPING REQUIRED MUST BE PROTECTED FROM VEHICULAR AND PEDESTRIAN TRAFFIC BY THE INSTALLATION OF CURBING AND WHEEL
STOPS, OR OTHER PROTECTIVE DEVICES ALONG THE PERIMETER OF ANY LANDSCAPING WHICH ADJOINS VEHICULAR USE AREAS OR SIDEWALKS. THESE
PROTECTIVE DEVICES SHALL HAVE A MINIMUM HEIGHT OF SIX INCHES ABOVE GRADE.
34. SOIL IN WHICH REQUIRED LANDSCAPING IS TO BE INSTALLED MUST BE GENERALLY INDIGENOUS TO THE LOCALE. SOIL MUST BE LOOSE, FRIABLE AND
FREE OF LIMESTONE AND OTHER CONSTRUCTION MATERIALS, ROADBASE MATERIAL, ROCKS, WEEDS, GRASSES, HARDPAN CLAY OR OTHER DEBRIS. PH SHALL
BE ADJUSTED WHERE NECESSARY TO BE COMPATIBLE WITH ll-lE PLANT SPECIES BEING INSTALLED. SOIL SHALL BE SLIGHTLY SWALED TO RETAIN SURFACE
STORM WATER. BACKFILL SOIL MATERIAL SHALL BE THOROUGHLY WATERED IN AND AROUND PLANT ROOT BALLS TO PREVENT ANY AIR POCKETS. THE USE
OF AMENDED AND ENRICHED SOILS MAY BE REQUIRED WHERE NECESSARY TO INCREASE THE WATER RETENTION CAPABILITIES OF SOILS IN ORDER TO
REDUCE THE AMOUNT OF WATERING NEEDED TO MEET THE LANDSCAPING'S WATER REQUIREMENTS.
GENERAL NOTES FOR PLANTING
TREE REPLACEMENT CALCULATION:
1.
2.
3.
4.
5.
DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
SOAK IMMEDIATELY WITH WATER FOLLOWING PLANTING.
MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE.
SCARIFY BASE OF PLANT PIT TO A DEPTH OF 8- MINIMUM.
DO NOT BREAK ROOTBALL.
TOTAL EXISTING CALP. REMOVED = 13 INCHES
(SEE DEMOU1l0N PLAN)
LESS TREES THAT ARE UNDESIRABLE,
DISEASED OR IN DECLINE (-) 0 INCHES
INCHES
TOTAL CALP. REQUIRING REPLACEMENT = 13
LESS PROPOSED CALP: (SEE LANDSCAPE PLAN)
1 0 LIVE OAKS @ 2.5" CALP. =
12 SABAL PALMS @ 1" CALP.
13 MAGNOLIA TREES @ 2.5" CALP.
15 PYGMY DATE PALMS @ 1" CALP
2 DATE PALMS @ 1" CALP.
=
=
FERTILIZA TION
SHRUBS AND TREES
ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH "AGRIFORM" 20-15-5 PLANTING
TABLETS AT TIME OF INSTALLATION AND PRIOR TO COMPLETION OF PIT
BACKFILLING. TABLETS SHALL BE PLACED UNIFORMLY AROUND THE ROOT MASS AT
A DEPTH THAT IS BETWEEN THE MIDDLE AND BOTTOM OF THE ROOT MASS.
APPLlCA TION RATE:
1 GALLON CAN:
3 GALLON CAN:
5 GALLON CAN:
7 GALLON CAN:
TREES:
PALMS:
GROUNDCOVER AREAS
ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OZMOCOTE"
TIME RELEASE FERTILIZER AS PER MANUFACTURER'S SPECIFICATIONS.
25.0
12.0
32.5
15.0
2.0
86.5
INCHES
INCHES
INCHES
INCHES
INCHES
INCHES
SUBTOTAL = (-)73.5 INCHES
- PROPOSED CALIPER EXCEEDS REPLACEMENT CALIPER.
.llillE..:.
PER CITY OF CLEARWATER, TREES IN THE RIGHT OF WAY
OF YELVINGTON AVENUE ARE NOT INCLUDED IN TREE REPLACEMENT
CALCULATION.
1 - 21 GRAM TABLET
2 - 21 GRAM TABLETS
3 - 21 GRAM TABLETS
4 - 21 GRAM TABLETS
3 - 21 GRAM TABLETS EACH 1/2- OF CALIPER
7 - 21 GRAM TABLETS
IRRIGATION NOTES:
1. A LOW VOLUME AUTOMATIC IRRIGATION SYSTEM, THAT PROVIDES 100% COVERAGE OF ALL
PROPOSED PLANTINGS AND SOD, WILL BE DESIGNED AND INSTALLED BY THE CONTRACTOR TO
PRESERVE THE LANDSCAPING IN A HEALTHY GROWING CONDITION.
2. RAIN OR MOISTURE SENSING SHUT-OFF DEVICES SHALL BE INSTALLED WITH THE IRRIGATION
SYSTEM. DRIP OR MICROJET IRRIGATION SHALL BE USED WHERE POSSIBLE. LOW TRAJECTORY
SPRAY NOZZLES ARE ENCOURAGED.
3. IRRIGATION SHOP DRAWINGS MUST BE PREPARED AND SUBMITTED TO THE ARCHITECT, FOR
% COVERAGE OF APPROVAL BY THE CllY PRIOR TO COMMENCEMENT OF WORK.
4. THE IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY THE CllY PROJECT
MANAGER PRIOR TO BACKFILLING TRENCHES OR INSTALLATION OF MULCH.
5. IRRIGATION AS-BUILT DRAWINGS, WHICH ACCURATELY AND CLEARLY IDENTIFY ALL
MODIFICATIONS AND/OR SUBSTITUTIONS, MUST BE SUBMITTED TO THE CITY PRIOR TO FINAL
INSPECTION AND ACCEPTANCE.
6. THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL APPLICABLE CllY CODE
REQUIREMENTS. (I.E., BACK FLOW PREVENTION, AUTOMA TIC RAIN SHUTOFF DEVICE, ETC...) 7.
SEE UTILllY PLAN FOR LOCATION OF IRRIGATION METER.
8. IRRIGATION SYSTEM SHALL BE DESIGNED TO MINIMIZE THE AMOUNT OF WATER APPLIED. TO
OR RUNNING OFF INTO IMPERVIOUS SURFACES. SPRAY HEADS OR NOZZLES SHALL BE
DIRECTED AWAY FROM ALL TRAVEL LANES AND SIDEWALKS.
9. THE IRRIGATION CONTRACTOR SHALL VERIFY AND COMPLY WITH ANY AND ALL
JURISDICTIONAL REQUIREMENTS TO PERFORM THE WORK.
10. ALL SLEEVING SHALL BE 4- DIAMETER SCHEDULE 40 PVC PIPE BURIED 18" BELOW BOTTOM
OF PAVEMENT. EXTEND SLEEVE 2'-0., BEYOND EDGE OF PAVEMENT AND TURN PIPE VERTICAL
THROUGH GRADE, OR STAKE LOCATION. CAP OR TAPE THE ENDS OF ALL SLEEVES.
11. AUTOMATIC ELECTRIC VALVES AND ISLOATION GATE VALVES SHALL BE INSTALLED IN AMETEK
VP-10 OR EQUAL VALVE BOXES.
12. MAINLINE IS TO BE INSTALLED A MINIMUM OF 18" BELOW FINISH GRADE. LATERAL LINES ARE
TO INSTALLED A MINIMUM OF 12. BELOW FINISH GRADE.
13. AN AUTOMATIC PERMANENT IRRIGA1l0N SYSTEM PROVIDING COMPLETE WATER COVERAGE FOR
ALL REQUIRED AND OTHER LANDSCAPING MATERIALS SHALL BE PROVIDED AND MAINTAINED AS A
FULLY FUNCTIONING SYSTEM IN ORDER TO PRESERVE THE LANDSCAPING IN A HEALTHY GROWING
CONDITION.
14. ALL IRRIGATION SYSTEMS CONNECTED TO THE PUBLIC POTABLE WATER SUPPLY SYSTEM
SHALL INCLUDE A BACKFLOW PREVENTER AT THE SERVICE CONNECTION.
15. ALL IRRIGATION SYSTEMS SHALL BE INSTALLED SO AS TO MINIMIZE SPRAY UPON ANY
IMPERVIOUS SURFACE, SUCH AS SIDEWALKS AND PAVED AREAS.
17. UNDERGROUND IRRIGATION SHALL NOT BE INSTALLED WITHIN THE DRIPLlNES OF EXISTING
TREES UNLESS ROOT PROTECTION MEASURES ARE PROVIDED.
18. IF AVAILABLE, RECLAIMED WATER SHALL BE USED FOR IRRIGATION PURPOSES.
19. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTION TO WATER SOURCE, INCLUDING
IRRIGATION METER & BACKFLOW PREVENTION DEVICE AND ALL PERMIT FEES.
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ROOT PRUNING NOTE:
WHEN THE CRITICAL ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS MUST BE SEVERED BY CLEAN
PRUNING CUTS AT THE POINT WHERE CONSTRUCTION IMPACTS THE ROOTS. ROOTS CAN BE PRUNED
BY UTILIZING TRENCHING EQUIPMENT DESIGNED FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH
AND PRUNING ROOTS WITH A PRUNING SAW. CHAIN SAW OR OTHER EQUIPMENT DESIGNED FOR TREE
PRUNING. ROOTS LOCATED WITHIN A CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY
CONSTRUCTION MUST BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE EXISllNG GRADE OR TO
THE DEPTH OF DISTURBANCE IF LESS THAN 18 INCHES FROM THE EXISTING GRADE. WHEN
UNDERGROUND UTlLllY LINES ARE TO BE INSTALLED WITHIN THE CRITICAL ROOT ZONE, THE ROOT
PRUNING REQUIREMENTS MAY BE WAIVED IF THE LINES ARE INSTALLED VIA TUNNELING OR
DIRECTIONAL BORING AS OPPOSED TO OPEN TRENCHING.
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FINISH GRADE IIJ1l =)//1/ I I l ~illlll)1/ 1111/ 1111I~mr
1111"lIlillJJ ~\ \ I I) J --~II)I~IIII/I/I
ROOT BALL =11111 ~JiTiTI': =
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BASE OF HEART/NUT OF PAUM
BASE OF LEAF BUD
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RECEIVING HOLE SHALL BE
APPROXIMATELY 2' LARGER TI-lAN
ROOT BALL DIAMETER
HARDWOODS
PINES/PALMS
DRIP LINE
DRIP LINE
SPECIFICATIONS - WOOD BARRIER
,. MINIMUM RADIUS TO BE PROTECTED:
A. HARDWOODS - 2/3 DRIPLlNE
B. CONIFERS Ik SABAL PALMS - ENTIRE DRIPUNE.
2. UPRIGHTS - NO LESS THAN 2" X 2" LUMBER.
3. HORIZONTAlS - NO LESS THAN 1" X 4" LUMBER.
4. BARRIERS SHALL BE ERECTED AROUND TREES BEFORE
CONSTRUCTION.
5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A
MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET POOVE
GROUND.
6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION
AND HEAVY EQUIPMENT IS OUT OF AREA.
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FURTHER INFORMATION MAY BE OBTNNED FROM THE LAND RESOURCE
SPECIALIST AT 562-4741.
~ -
2/3 OF DRIP LINE - "'f1r- Y
ENTIRE DRIP LINE ,J
UNLESS OTH,tRWISE NOTED ,-1 I: 1/ UPRIGHT
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TREE BARRICADE DETAIL
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HURRICANE CUT OR FULL HEAD
SEE SPECIFICATIONS
NOTE: BUD SHALL BE PERPENDICULAR
TO GROUND PLANE. TRUNK SHALL BE
STRAIGHT AND W1TI-1oUT CURVES.
NO SCARRED OR BLACKENED TRUNKS.
bi;
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~~~ MULCH 3" FROM STEMS
~ ~ / - 3" MULCH LAYER
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BURLAP TO PROTECT TREE--
MINIMUM 5 LAYERS
2 NON-SLIP METAL COLLARS
(6) 2 X 4 WOODEN STRIPS OVER BURLAP
6" SOIL SAUCER TO HOLD WATER
PLANT PALM 0" TO 2" ABOVE GRADE
3" MULCH, REFER TO SPECIFICATIONS
(3) 2 X 4 BRACES NAILED TO 2 X 4
WOODEN STRIPS
2" X 4- X 3' STAKE
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FERTIUZER TABLETS AS
SPECIFIED. PLACE UNIFORMLY
AROUND ROOT MASS
BETWEEN MIDDLE AND
BOTTOM OF ROOT MASS
EXISTING UNDISTURBED SOIL
NATIVE SOIL BACKFILL OR AMENDED SOl L
AS REQUIRED BY SOIL ANALYSIS
3 TO 5 TIMES WIDTH
OF ROOTBALL
COMPACTED SOIL TO PREVENT SETTLING
EXISllNG SUBGRADE
SHRUB & GROUNDCOVER PLANTING
N.T.S.
DET AIL
NOTE: STAKING &: GUYING REQUIRED FOR PALMS, IF NECESSARY. OR AS DIRECTED BY THE LANDSCAPE ARCHITECT.
SABAL PALM TREE PLANTING AND STAKING DETAIL
SCALE: N.T.S.
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NOTES:
- ALL SHRUBS/GROUNDCOVER
TO BE TRIANGULAR SPACING.
SEE PLANT LIST FOR (o.c.) SPACING.
1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE lREATED.
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK.
4. REMOVE ALL STRAPS. ROPES, WIRE. &/OR STRINGS USED TO LIFT THE ROOTBALL.
5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL.
6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE.
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1. SIDEWALK TO BE SCRIBED IN
SQUARES EQUAL TO WALK WIDTH
BUT NOT TO EXCEED 10'-0".
3. SIDEWALK EXPANSION JOINTS TO
BE AT ALL TIES TO CONCRETE
OTHER THAN DRIVEWAYS. MINIMUM
SPACING SHALL BE 60'.
2. EXPANSION JOINTS ACROSS THE
WALK AT NEW AND EXISTING
CONSTRUCTION AND AT REGULAR
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SIDEWALK.
4. EXPANSION JOINT MATERIAL SHALL
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DEPTH OF CONCRETE, OR
APPROVED EQUAL.
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PREFORMED JOINT FILLER, TO FULL DEPTH OF CONCRETE.
TYPICAL SIDEWALK
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swing gate (typ.)
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DUMPSTER SCREEN DETAIL
NTS
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CONST DOMES PER 2004
FOOT INDEX NO. 304
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3000 p.s.i. concrete slab with
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6"x6"1 10x10 W.W.F.
CONCRETE RAMP
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CONST DOMES PER 2004
FOOT INDEX NO. 304
r EXPANSION JOINT
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SECTION AA
PEDESTRIAN RAMP
NTS
NOTES
1.) WALLS
a.) New construction: maximum 6'-0' high and constructed of
concrete block (a"xa"x16") with brick veneer. Materials used
should be consistent with those used in the construction of and
architectural style of the principal building. (Section 3-a02
Materials)
b.) Existing: maximum 6'-0' high replacement materials can be
made of the same materials as long as they are made of
approved opaque material.
2.) FOOTINGS
S"x16" concrete w/2- 115 continuous rebar imbedded.
3.) CONCRETE SLAB
Monolithic, min. 6" thickness w/imbedded 6-x6" / 10x10 welded
wire fabric (W. W.F.), 3000 P.S.I. with fiber mesh reinforcing.
4.) CONCRETE FILLED CELLS
With 1-115 vertical rebar tied to footer steel at each corner and
every 4' O.C.
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Constructed of min. 1-1/2" diameter galvanized tubular steel
w/privacy-type slats inserted in galvanized steel mesh fabric,
hinge-mounted on min. 3" diameter galvanized steel post.
(Gates and past constructed and installed per applicable building
code by licensed fence contractor).
6.) DROP PIN
1/2" dia. 18- long metal rod gate latch. Provide 3/4" dia. hole
6" into concrete for rods. In asphalt provide a 3/4" P.V.C.
sleeve, 6- long, or equal.
7.) SOIL
Soil bearing capacity to be at least 2,500 P.S.F.
CONCRETE MASONRY WALL CONSTRUCTION
Materials, construction and quantity control of masonry shall be in accordance
with Uniform Building Code (UBC), Chapter 24. General conditions and
construction requirements shall be applied as specified in UBC, Section 2404 (f),
during grouted masonry work.
1. All reinforcing steel shall be deformed bars conforming to ASTM A-615,
Grade 60. Vertical reinforcement shall be placed in the center of the
masonry cell, and shall be held in position at the top and bottom.
2. If a slab dowel does not line-up with a vertical core, it shall not be sloped
more than one horizontal in six verticals (1: 6).
3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or
equivalent) at 16' O.c..
4. Hollow Load-bearing Concrete Masonry Units shall be normal weight
conforming to ASTM C-90, with a minimum compressive strength of 1,900
PSI.
5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all
masonry in running bond with 3/a" mortar joints. Provide complete coverage
face shell mortor bedding, horizontal and vertical.
6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size
of 3/S", a" to 10- slump, and a minimum compressive strength of 2,500 PSI at
2a days.
7. Minimum 3- X 3" clean-out hales (saw-cut) are required at the bottom course
of all cells to verify grout placement. Clean-outs shall be sealed after
masonry inspection-provided in accordance with ACI 531-4.6, and before
grouting.
a. Prior to grouting, the grout space shall be clean, with no mortar projections
greater the ~-, mortar droppings or other foreign material. All cells shall be in
vertical alignment, and shall solidly be filled with coarse grout as specified.
9. During placing, grout shall be consolidated with fiexible cable vibrator. First
grout pour shall be stopped a minimum of 1 - 1/2" below the top of the
middle bond beam masonry.
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EX. GRADE
2 LAYERS OF 55# SMOOTH ROOFING
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AND ROOFING WITH CUTBACK ASPHALT. STOP
ROOFING PAPER 6" BELOW TOP OF WALL.)
KEYWAY DETAIL
(TOP VIEW)
ESTIMATED QUANTITIES FOR WALL
HEIGHT PER LINEAR FOOT OF WALL
(EXPOSED FACED) CLASS I CONCRETE (CY) STEEL (LB)
l' 0.07 3
2' 0.13 4
3' 0.20 5
4 ' O. 32 6
5 ' 0 . 43 7
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RAMP DOWN
SEE INDEX NO. 109
CONC. WALK
CONC. WALK
..
6" WIDE TRAFFIC WHITE
STRIPE (TYPICAL)
6" WIDE TRAFFIC BLUE
STRIPE (TYPICAL)
12
BASE
CONCRETE PAVMENT SECTION
FOR DRIVEWAY AT S.R. 60 (FDOT ROW)
5
CONCRETE 6" THICKNESS CLASS I 3,000 PSI CONCRETE.
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51-0.
ASPHALT
1-1/2" TYPE S-1 ASPHALTIC CONCRETE
SURFACE COURSE
5'-0"
8" L1MEROCK OR CRUSHED CONCRETE LBR
100 COMPACTED TO 98% OF AASHTO T-180
SUB-GRADE 12" COMPACTED SUB-GRADE LBR 20
COMPACTED TO 98% AASHTO T-180
NTS
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12'-0"
17'-0.
HANDICAPPED STALL DETAIL
NTS
TYPICAL PAVEMENT SECTION
RD-l036,DWG 2/14/95
N.T.S.
SECTION
5/12 PITCH
GRAVITY WALL NOTES
1. GRAVITY WALLS CONSTRUCTED AS
EXTENSIONS OF REINFORCED CONCRETE
RETAINING WALLS, EXCEPT WALLS OF
PROPRIETARY DESIGNS, SHALL HAVE
THE SAME FACE TEXTURE AND FINISH
AS THE REINFORCED CONCRETE
RETAINING WALL.
2. COST OF REINFORCING STEEL AND
FACE TEXTURE AND FINISH TO BE
INCLUDED IN THE CONTRACT UNIT
PRICE FOR CLASS I CONCRETE
(RETAINING WALLS) CY.
1'-0"
1
l
CONCRETE 6" THICKNESS 4,000 PSI WITH NOVOMESH E3 @ 1.5 BAGS/YD(36 LBS/YD)
OR APPROVED EQUAL. AL TERNA TIVE OPTIONS: STEEL REINFORCEMENT
(# 4 BARS - 24" OCEW.
STANDARD PRE-P~NTED
DISABLED PARKING SIGN
ON 1/8. THICK SHEET
ALUMINUM
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PARKING BY
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PAVEMENT SECTION (BANK DRIVE THRU)
BLACK BORDER
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WHITE BACKGROUND
$255 FINE
F.S. 318,14
NTS
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ALL LETTERS
1. SERIES .C"
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HANDRAIL
PER FDOT INDEX 521
CONTRACTOR TO
SUBMIT SHOP DWG.
PAVEMENT SURFACE
2" HOT DIPPED GALVANIZED
STANDARD WEIGHT STEEL PIPE
I .",:0, "",J:r:r:u 'I"
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PAVING BRICK
1" SAND LAYING COURSE
.... 6" (MIN) L1MEROCK OR
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1-111-111-111-111-11 98% MSHTO T-180 (LBR-100)
~III III III III II~
-111==111-1 I I-I I I ________ 6" CLEAN SANDY SUBGRADE
COMPACTED TO
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8"
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EDGE OF
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6'
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STANDARD UNIT - NEAR VERTICAL SETBACK
9'-10"
4'-7"
5'-3"
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NOTE:
WHEN ARROW AND PAVEMENT MESSAGE ARE USED
TOGETHER, THE ARROW SHALL BE LOCATED DOWN
STREAM OF THE PAVEMENT MESSAGE AND SHALL
BE SEPARATED FROM THE PAVEMENT MESSAGE BY
A DISTANCE OF 25' (BASE OF ARROW TO THE
BASE OF THE MESSAGE)
IN ACCORDANCE WITH FDOT INDEX No 17346
DIRECTIONAL ARROW
NTS
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PRECAST CONCRETE WHEEL STOP
TYPE "0" CURB
RD-l013 6/14/94 NTS
N.T.S.
RD-1D30,DWG 4/27/93 NTS
RD-l006 1/22/94 NTS
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MATCH EXISTING GRADE
~1
. 73.0
--------------- -
1-1/2" TYPE S-1 ASPHALTIC CONCRETE
SURFACE COURSE
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12" COMPACTED SUB-GRADE LBR 20
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SEE SHEET C-12 FOR TYPICAL
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5' CROSSWALK FOR SIDEWALK
72.52
FDOT TURNOUTS A-12
INDEX NO. 515
CROSS SECTION A-A
CROSS SECTION B-B
NTS
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DRIVE - THRU
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9' WIDE
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PER FDOT INDEX NO. 521 I ,r--------
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6' HIGH WHITE PVC PANELED 1 9 2 ~
FENCE WITH ANCHOR SECURED POSTS ............... r--...
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FENCE WITH ANCHOR SECURED POSTS ~ 2'
6'
24' MIN
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12' MIN
9'
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VARIES
DETENTION AREA 'A'
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RIDGE LINE
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12" COMPACTED SUB-GRADE LBR 20
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NOTES:
FOR ADDITIONAL DETAILS SEE FOOT INDEX NO 201 & 221,
BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS @ 12" CTRS
BOTH WAYS.
MAXIMUM DEPTH FOR THIS STRUCTURE IS 15'.
MAXIMUM PIPE SIZE FOR 2'-11" WALL IS 24" CONCRETE PIPE.
MAXIMUM PIPE SIZE FOR 4'-0" WALL IS 36" CONCRETE PIPE.
ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE
TO BE CHAMFERED 3/4".
CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478.
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FOOT GUTTER INLET TYPE .V.
DR-1D6.3 12/12/94 NTS
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STEEL GRATE
H-20 LOADING
AL TERNA TE
CAST IRON GRATE
H-20 LOADING
4'-0'
-1=1- 3 3/4' FRAME ~- 3 3/4'
.. LLmJ]JJJJ~t
. ":~
~: . . 'OJ v-- WALL STEEL
, ~'/ #4 @ 8" CTRS HORIZONTALLY
4 , #4 @ 12" CTRS VERTICALLY
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SECTION
NOTES:
FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232.
BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS WITH 2" COVER.
MAXIMUM DEPTH FOR THIS STRUCTURE IS 13',
MAXIMUM PIPE SIZE FOR 3'-0" WALL IS 24" CONCRETE PIPE.
MAXIMUM PIPE SIZE FOR 4'-6" WALL IS 42" CONCRETE PIPE.
ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO BE CHAMFERED
CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478.
FOOT INLET TYPE "E"
DR-1057 12/12/94 NTS
NTS
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5'-1'
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SECTION
NO. 4 COURSE AGGREGATE 2'x2'x2' *
FILTER FABRIC *
NOTES:
FOR ADDITIONAL DETAILS SEE FOOT INDEX NO 201 & 232.
BOTTOM & SIDE STEEL IS GRADE 40 #4 BARS @ 12" CTRS WITH 2" COVER,
MAXIMUM DEPTH FOR THIS STRUCTURE IS 13'.
MAXIMUM PIPE SIZE FOR 3'-1" WALL IS 24" CONCRETE PIPE.
MAXIMUM PIPE SIZE FOR 4'-1" WALL IS 36" CONCRETE PIPE,
ALL EXPOSED CORNERS AND EDGES OF CONCRETE ARE TO 8E CHAMFERED 3/4",
CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C-478.
FOOT INLET TYPE "0.
DR-1D56 12/12/94 NTS
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SCALE: N. T.S.
18'
FACING POND (W) I
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18" RCP INVERT EL (N) = 66.60
BOTTOM INLET EL. = 66.00
SWHT EL. = 67.0
HWL (SWFWMD 25 YR.-24 HR. STORM) = 72.54
HWL (FDOT 100 YR. - 1 HR.) = 72.60
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ITEM
GRATE El.
WEIR ELEV.
SKIMMER EL.
WEIR WIDTH 'w'
WEIR LENGTH 'l'
4" CONC. SLAB (UNDER SKIMMER)
FDOT TYPE
INV El eN) 18" RCP OUTFAll
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S-5
73.00
72.00
71.00
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42"
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66.60
66.00
NATURAL GROUND
OR SUBGRADE
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ELEVATION 2'-0" ABOVE TOpY)' 7~
OF PIPE. CUT-OFF SHEETING ~
v
IF REQUIRED. _
~~
~ BACKFILL TO BE COMPACTED
TO 100% T -99. LIFT
THICKNESS MAY VARY
DEPENDENT UPON MATERIAL,
EQUIPMENT, AND COMPACTION
@ METHODS USED, BUT IN NO
/// CASE SHALL EXCEED 12".
// DENSITY TESTS TO BE TAKEN
~~ IN ACCORDANCE WITH THE
/ /: GOVERNMENTAL AGENCY
V / ~ rD.3 HAVING JURISDICTION, OR
BEDDING AND BACKFILL WITH / ) ). ~// /.. AS MAY BE REQUIRED BY
II Ir"-""" ~ ~THE ENGINEER.
SELECTED MATERIALS TO BE III i II II = ~
PLACED AND COMPACTED IV t:= ilJl1 ~ III ~I~m 6" MIN - 12" MAX
6" LIFTS UTILIZING METHODS f=:1A1111 ill 12" DIA AND UNDER
AND EQUIPMENT APPROVED _ _ -
BY THE ENGINEER. A-+-- - - - -
--'I.. -
/, UNSUITABLE - ""
PIPE BEDDING TAMPED ~ - - MATERIAl-~ - ~
AND COMPACTED ~,(, - - - - - -'\ - '/~<
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ELEVA TION TOP OF PIPE
OR HYDRAULIC STRUCTURE
.
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NOTE:
FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE
NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS.
TYPICAL TR:ENCH SECTION
DR-1067,DVNG 11/17/92 NTS
SCALE: N. T.S.
r 2-#8 REBAR
25 3 / 4"
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NOTES:
USF 1295 OR APPROVED EQUIV
MACHINE HORIZONTAL BEARING SURFACES.
NON-PENETRATING PICK HOLES.
H-20 LOAD RATING.
LABEL "STORM SEWER".
.
24'"
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%
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SLAB TYPE RING AND COVER
2-#8 REBAR
COVER-1,DWG 4/27/93 NTS
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PLAN
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OPTIONAL 1 1/2" KEY-
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SECTION
. .
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.:
ALL REINFORCEMENT #6 BARS EXCEPT 6-#8 BARS SHOWN. BARS SPACED
WITH ACI STANDARD HOOKS CANTED APPROXIMATELY 45', OR EMBEDDED IN
CONSTRUCTION JOINTS, SHEET NO. 3 OF 6, FDOT INDEX 201, EXCEPT ALL #8
BARS AND #6 BARS AROUND MANHOLE OPENING SHALL BE HOOKED.
AT 6" CENrtRS BOTH WAYS EXCEPT MIDDLE BARS AT 7" CENTERS. ALL BARS
ACCORDANCE WITH THE SLAB REINFORCEMENT DETAIL SHOWN UNDER OPTIONAL
THIS DETAIL IS FOR 3'-6" & 4'-0" DIAMETER STRUCTURES ONLY.
FOR LARGER STRUCTURES SEE FDOT INDEX NO. 200 & 201.
",' , .
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PLAN
SECTION
MANHOLE TOP TYPE 7- T
WALL THICKNESS AND REINFORCEMENT SHALL BE IN ACCORDANCE WITH
ASTM C-478 OR ASTM C-76, CLASS III, B WALL, MODIFIED WHERE THE
ELLIPTICAL STEEL CAGE AREA IS TO BE PLACED IN THE CENTER ONE-
THIRD OF THE WALL.
FOOT -7T,DWG 4/26/92 NTS
BOTTOM SLAB REINFORCEMENT SHALL BE # 4 BARS AT 9" CENTERS
BOTH WAYS WITH 2" CLEARANCE TO THE TOP OF THE SLAB.
o
FOR ADDITIONAL DETAILS AND OPTIONS SEE FDOT INDEX NO. 200.
STRUCTURE BOTTOM TYPE P
FOOT-P,DWG 4/26/92 NTS
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FDOT INDEX NO'S. 200 & 201
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* APPROVED R.P. DEVICES * APPROVED DOUBLE-CHECK VALVES
HERSEY-BEECO MODEL FRPHI[RSEY-BEECO MODEL FDC
WA TTS MODEL 909 OR 009 WA TTS MODEL 709 OR 007
CONBRACO 40200 CONBRACO 40100
APPROVED BACKFLOW
PREVENTION DEVICE (FLANGED)
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24" MAX.
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NOTES: 1
1. STEAMER CONNECTION TO FACE STREET.
2. ALL FIRE HYDRANTS TO HAVE 5 1/4" VALVE SEAT.
3. FIRE HYDRANTS SHALL BE PLACED AT STREET CORNERS
OR IN THE R.O. W. ADJACENT TO SIDE LOT LINES
WHENEVER POSSIBLE.
4. SEE SHEET 3 FOR TYPICAL CONNECTIONS & FITTINGS.
J.
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TYPICAL FIRE HYDRANT SETTING
NTS
STOP LESS CHECK
MUELLER H14350 WITH LOCK WING AND
COMPRESSION INLET OR APPROVED EQUAL
THREADED CORPORATION STOP
MUELLER H15008
OR APPROVED EQUAL
( TAP AT 45" ANGLE)
~
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SADDLE REQUIRED ON
4" P.V.C. ONLY --. ,~
................e ~..' ..,>
SADDLE SHALL HAVE DOUBLE (~"~" ,:~~)~~~
STAINLESS STEEL STRAPS ~ /X\, /1 !l
WITH EPOXY COATED ~ /..dJ
DUCTILE IRON BODY. -~
\ WATER SERVICE TUBING
DRISCOPIPE 5100 OR ENDOT/YARDLEY
BLUE JET, SDR 9, 3408 POLYETHYLENE
WATER MAIN
CHLORINATION TAP
NTS
THE FOLLOWING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS:
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4. CAPS
5. PLU GS
6. LAST TWO(2) JOINTS ON A DEAD END RUN (MIN. 36')
7. LAST TWO(2) JOINTS ON A HYDRANT RUNOUT (MIN. 36')
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L = MINIMUM LENGTH TO BE
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DO NOT USE FOR
VERTICAL OFFSETS
NOM. ELBOWS (DEG.) VALVE
PIPE TEES
SIZE 11.25 22.50 45 90
4 3 5 8 12 9
6 4 6 10 15 11
8 4 7 13 20 14
10 5 9 15 25 18
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