FLS01-08-67
. FLS 01-08-67
PUBLIX
1555 HIGHLAND
AVENUE S
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SECTION 23 , TOWNSHIP 29 S, RANGE 15 E
CITY OF
PINELLAS COUNTY, FLORIDA
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LEGAL DESCRIPTION
PARCEL 1 :
A PARCEL OF LAND IN THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 29
SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF THE
SOUTHEAST 1/4 1/4 OF THE SOUTHWEST OF SECTION 23, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, AND GO NORTH 89'07'57" WEST,
800.38 FEET ALONG THE CENTERLINE OF NURSERY ROAD; THENCE LEAVING SAID
CENTERLINE, SOUTH 00'21'40" EAST, 360.44 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 00'21"40" EAST, 719.93 FEET; THENCE SOUTH 00'44'35" WEST
192.00 FEET TO A POINT ON THE NORTH RIGH-OF -WAY LINE OF BELLEAIR ROAD;
THENCE NORTH 89'15'25" WEST, 295.11 FEET ALONG SAID NORTH RIGHT-OF-WAY
LINE; THENCE LEAVING SAID NORTH RIGHT-OF-WAY LINE, NORTH 00'19'17" WEST,
192.03 FEET; THENCE NORTH 89'15'25" WEST, 210.00 FEET TO A POINT ON THE
EAST RIGHT-OF-WAY LINE OF HIGHLAND AVENUE; THENCE NORTH 00'19'17" WEST,
496.67 FEET ALONG SAID EAST RIGHT-OF-WAY LINE; THENCE LEAVING SAID EAST
RIGHT-OF-WAY LINE, NORTH 89'40'43" EAST, 245.00 FEET; THENCE NORTH
00'19'17" WEST, 211.81 FEET; THENCE NORTH 89'40'43" EAST, 263.09 FEET TO
THE POINT OF BEGINNING.
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN fLOOD
ZONE X PER fLOOD INSURANCE RATE MAP 125096 0016 D
MAP REVISED: AUGUST 19, 1991
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SITE DATA
EXISTING (E) PROPOSED (P) TOTAL (E+P) REQUIRED
ZONING: C C C ---
LAND USE: --- --- --- ---
USAGE: SHOPP/~ CENTEB1 SHOPPING CENTER SHOPPING CENTER ---
p(a,675 SJ~' / :tf75 S^ r< Z~)7
LOT AREA: )1r.46 ACRES . .4 ACRES .. ACRES . ---
BUILDING COVERAGE: ~ 42,685 ~ uP I 44,255 ~ [tJI ( ~6,240 Sf!
(s,r, & " or GROSS SITE) ~11.6" {]~~1 \, 12" ',; b t \ 0@'/1 ---
- ~ ~:({ (!Jr.):
GROSS fLOOR AREA (S.f,): 42,685 S.f, 44,255 s.r, (W 202,227 S,f,
f,A.R.: 0,12 0.12 0,55
fRONT:(HIGHLAND AVE.; 272' 266' 266' 25'
SETBACKS: SIDE: 42,S' 332' 332' 10'
REAR: 25.8' 42,S' 42,S' 25'
HEIGHT: 25' 25.8' 25.8' 25'
PAVED VEHICULAR USE AREA:
(V,U,A.) 282,525 S.f, 285,967 S.f. 285,967 S.f, ---
IMPERVIOUS SURfACE RATIO: 340,080 S.F. 343,521 s.r. 343,521 S.t.
(I.S,R.) 0.92 0.93 0.93 0,95
OPEN SPACE: *1 *2 25,154 s.r,
28,596 s.r, 25,154 s.r,
(s.r, &. % Of GROSS SITE) 7,8% 6.8% 6.8% ---
PARKING LOT INTERIOR LANDSCAPING: 4,798 s.r, 9,908 s.r, 9,908 s.r.
(S,r. &. % Of V,U,A.) 1.70% 3.46%_ 3.46% ---
~79 ~ r:! 1 ) 5/1000 s,r,
PARKING: 503 4J;/ 431
- "--/t~'r ~ rl( (m~]
PARKING CALCULATIONS: B6.24x5=431 SPACES
*1 INCLUDES RETENTION POND, *2 INCLUDE 5,354 S.r. OVER POND
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LEGEND
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EXIST. ELEVATION
EXIST. CONTOUR
NEW ELEVATION
NEW CONTOUR
EXIST. STORM SEWER
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NEW STORM SEWER
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NEW UNDERDRAIN
EXIST. SAN. SEWER
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NEW SAN. SEWER
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EXIST. WATER SERVICE
NEW WATER SERVICE
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NEW BUILDING AREA
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TEMP, SILT BARRIER -- - .U
POINT OF CONNECTION \ A
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B.F.P.D. BACKFLOW PREVENTION DEVICE
F.HA FIRE HYDRANT ASSEMBLY
F.D.C. FIRE DEPARTMENT CONNECTION
T.B.O. TEMPORARY BLOW-OFF
T.&V. TAP AND VALVE
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NES Comm.: 0111
Drawn By: B.J.V.
Checked By: H.G.
-
Issue Date: -08/23/01
Revisions:
No. Date Descri tion
~
I
~ DESIGN/DEVEtOPMun
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
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~NDEX O(SHE-E-l-5
Cl~~IYJi~ITE DATA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTiliTIES SITE PLAN
C6.1 CIVil SITE DETAilS
l1.1 LANDSCAPE SITE PLAN
l1.2 LANDSCAPE DETAilS AND
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CLIARING AND GR' .'ING NOTIS
SANITARY SIWER TESTING 1" \ INS.,ECTION REQUIRIMII!NTS
NOTI! TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
1. PRIOR TO ANY SITE CLEARING. ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PlANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBIUlY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE. WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB. ONLY THOSE PORTIONS OF THE SITE.
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER.
1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVllY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARriES IS THE CONTRACTOR'S
RESPONSIBIUlY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBIU1Y.
PINELLAS COUNTY RIGHT OF WAY NOTES
1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700.
2. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELLAS COUNlY lAND DEVELOPMENT. ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES;
REFERENCE FOOT INDEXES 600 THRU 650.
5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY. IN GOOD CONDITlON
MUST BE ACCOMPUSHED BY JACK AND BORE OR PUSHING. NO JrnlNG IS ALLOWED.
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH MSHTO T-99(100%).
7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM
DENSI1Y AND SODDED.
B. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSNE CONSTRUCTION RELATED
DAMAGE. IN THE OPINION OF PINELLAS COUN1Y HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUN1Y
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAfFIC IS TO BE MAINTAINED AT ALL TIMES.
10. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED.
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL.
WHEN EXISTING SIDEWALK IS REMOVED. IT IS TO BE REMOVED AT THE NEAREST JOINT.
11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
GENERAL CONSTRUCTION NOTES
WATER/SEWER CLEARANCE REQUIREMENTS
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
VERTICAL CLEARANCE AT CROSSINGS
GAVllY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAlD 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 EUIDISTANT FROM THE POINT 00 CROSSING WITH NO
LESS THAN 10 FEET BElWEEN Am TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
3. LOCATIONS, ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES. STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INfORMATION AVAILABLE
AT THE TIME OF PREPARATION OF THESE PlANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS. ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES.
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PlANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AffECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTIUTIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTIUlY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE"
AT 1-800-432-4770, MINIMUM OF' 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VlCINI1Y OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTIUTIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
CLIARING AND GRUBBING NOTIS ICON'TI
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILllY TO NOTIFY ALL UTILl1Y COMPANIES TO
DISCONNECT OR REMOVE THEIR FACIUTIES PRIOR TO REMOVING OR DEMOLISHING.
8. 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 OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VlCINllY 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.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
1 1. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED. CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PlANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERlY.
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETLANDS.
WATER/SEWER CLIARANCI! REQUIREMENTS ICON'TI
PIN!LLAS COUNTY RIGHT OF WAY NOTES ICOttTI
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSUIRE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR:
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 fEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY TIHE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION.
13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF
MAXIMUM DENSI1Y AND SODDED.
14. DO NOT DISTURBED EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUN1Y HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
15. PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS.
16. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELlAS
COUN1Y TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
17. THE PERMITTEE'S AnENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFElY
ACT (FLORIDA STATUTES. 553.60 et. seq.) AND THE OCCUPATIONAL SAFElY AND HEALTH
HEALTH ADMINISTRATION EXCAVATION SAFElY STANDARDS (29 CFR SECTION 1926.650,
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE
PURSUANT TO THIS PERMIT.
8. IT IS THE CONTRACTOR'S RESPONSIBILl1Y TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME. STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSI1Y AS
DETERMINED BY MSHTO T -99
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P.S.!. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. AL'. PRIVATE AND PUBLIC PROPER1Y AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BrnER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PlANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED. ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING. RESEEDING, AND GRASSING WORK,
AN,") OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COHPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS.
REQUIRED BY THE LOCAL REGULATORY AGENCY. AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS. AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS. HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFElY.
18. ALL SODDING. SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATNE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION! BETWEEN PARALLEL LINES
GRAVllY SEWERS OR FOiRCE MAINS 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 W'HERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. 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.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSt TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE REClAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN RECLAIMED
WATER UNES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BElWEEN THE
RECLAIMED WATER MAIN AND SANITARY SEWERS. OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGIRI1Y AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMP'OSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE. DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
IT IS THE CONTRACTOR'S RESPONSIBILl1Y TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
,"NO SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN. NON-CRACKED. NON-RUSTING.
WITHOUT CHIPS. WITHOUT SPLINTERS. OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
NTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALllY AND PERFORMANCE THROUGHOUT THE ENllRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
VITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS
i3EEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILl1Y TO PROTECT THE EXISTING BUILDING(S)
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTIUTIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION. THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
WATER SYSTEM NOTES
CONTRACTOR'S RESPONSIBILITY NOT I!
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL OUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECENE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6. 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED. STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTlNGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-ll0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
M"7-CHANICAL JOINTS IN ACCORDANCE WITH AWWA C-lll. FITTINGS SHALL BE
CI::MENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 15FO AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE 1YPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTILllY AND FIRE MARSHALL.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES,
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
GRADING AND DRAINAGE NOTES
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN
PROVIDED. AND AN'( ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBIU1Y
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
1. ALL DELETERIOUS SUBSTANCE MATERIAL. (I.E, MUCK. PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER. OR OWNER'S SOIL TESTING COM PAm. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED fROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARIE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOW'N ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COLlAPSE AND WILL PROVIDE BRACING. SHEETING, OR SHORING. AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PlANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900. CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUC:TURE GRATES AND COVERS WITHIN TRAfFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTUIRES SHALL BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
IT WILL BE THE CONTRACTOR'S RESPONSIBllI1Y TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR. PER SPECIFICATIONS. ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
WATER SYSTEM TI!SnNG AND INSPECTION REQUIREMENTS
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SAN IT ARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURllY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS. JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS. ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAlM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDInON.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION. IN EXCESS OF 5' FEET IN DEPTH.
SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R., 5.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURI1Y (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECllONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES. FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTIUlY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILllY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL. STATE. AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
T~:E BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PlANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. D~TIONS SHALL RECENE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
'PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WATER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS. PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUN1Y PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANIT ARY SEWER NOTES
PA VING, GRADING a DRAINAGI! TESTING AND INSPECTION RI!QUlREMENTS
1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SOR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECifiCATION SECTION 02321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR,
6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21. COLOR GREEN. WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE. PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAI N".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECENE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6. A 21.8. OR A 21.51.
8. ALL SANITARY SEWER GRAVl1Y MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.!.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
1. THE STORM DRAINAGIE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF TH E PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENIGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK. THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
,. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING. STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILl1Y OF THE CONTRACTOR TO ACCOMMODATE POSITNE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. At('( FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILl1Y OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT. THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS: TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAlINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN lWELVE (12) IINCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERlY SHALL CONSIST OF 1-1/2" ASPHALT,
1YPE PC-3. ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSI1Y, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM
DENSI1Y PER MSHTO T - 180.
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LEGeND
DEMOLITION OF THE SITE INCLUDES
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ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE. UTILllY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
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REMOVE:
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REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
REMOVE ASPHALT AND BASE.
REMOVE EXISTING STRUCTURE AND FOOTING,
REMOVE EXISTING TREE.
REMOVE CURBING TO THE NEAREST EXPANSION JOINT.
REMOVE EXISTING STRIPING.
REMOVE EXISTING FENCE, POSTS AND GUARDRAIL.
[Q]
REMOVE/RELOCATE TRANSFORMER AND BOLLARDS.
REMOVE EXISTING WATER METERS, GAS METERS.
ELECTRIC METERS. AND CLEANOUTS.
REMOVE EXISTING M.E.S. AND STORM PIPE.
11
ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS. PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSllY.
OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
PINELLAS COUNlY.
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Issue Date: 08/23/01
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No. Date Descri tion
~ DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
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TOP 52,93'
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EXISTING PARKING
PROPOSED PARKING
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~
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TRAFFIC
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LEGEND
LLLLLL
L L L L L L NEW BUILDING
~
EX. ASPHALT PAVEMENT
TO BE RESURFACED AND RESTRIPED
NEW CONCRETE
NEW PARKING AISLE STRUCTURALLY
SUPPORTED OVER
EX. RETENTION POND
_ NEW ASPHALT AND BASE
SCALE. 1..40'
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NES Comm.: 0111
I Drawn By: B.J.V. I
Checked By: H.G.
Issue Date: 08/23/01 I
Revisions: 1
No. Date Descri tion
~ DESIGN/DEVELOPMENT
o PERMITIING & BIDDING
o CONSTRUCTION DOCUMENTS
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57,25 ;;f~REVt:NTORS TOP 54.05' I
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^0,1Iv;.; ,-1I~'v;.;' "TOP ,-'O'OJCOLANDSCAPE.sO'.",S TOP 58 TOP g,S> CO";
<)' 'J WALL 'J~' 'DMBERS .~ WALL WALL Cj ~,
5782 ~3~ -~- _._1LCL. --... -57~
~. TOP 5737' 57,80 ,OP .:::,
RIM 58.24' ,~CO'Y <:lj INV. 54:07' 0.7' RETAINING WALL ~~~' g~'r>1, ~
:~:;J':: ~~"-. -. - ~~ {i' r. -. -. -.,' Pvc -. -. -. -. -. ~. e--. -. -.-
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58.84
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58.50 57,84 DUMPSTER,~NY54'45' ,
58.BO
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59.18 "v"vQ1<? 5E.OO "' 158.9
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':J0,':1 I '-FIRE ':Jo,co':J <:J0;''Y'O \WATER \
CONTROL METERS
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TO REMAIN
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PARKING
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57.45
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STRUCTURE
TOP 54,16'
INV, 4B.36',
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0 = BAY
() = PALM
e = OAK
tiI - OLEANDER
0 - HOllY
X = TREES TO BE
DEMOLISHED
TRAFFIC
LIGHT
SCALE. 19.40'
40
o
20
40
, ' # j~ \ ,t Ii' 1 I
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COPiEs or' 'tHESE PLANS ARE NOT VAIJD UNLESS
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I NES Comm.: 0111 I
[ Drawn By: B.J, V. I
Checked By: H.G.
Issue Date: 08/23/01
Revisions:
No, Date Descri tion
~ DESIGN/DEVELOPMENT
o PERMllTlNG & BIDDING
o CONSTRUCTION DOCUMENTS
80
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18"
NOTE:
ALUMINUM BARS 0 ~ O.C.
TOP VIEW
SIDE VIEW
MITERED END SECTION DET AL
N.T.S.
1-1 It' WE PC-3
ASPHALT 0 1/4-
PER FT. MIN.
EXCEPT AS NOTED
- = \\\-\\\\=\\\\ Ill. ~ UMEROCK BASE
III! 111\ \\\\= = ~ F.D.O.T. CERTIFIED
COMPACTED TO
98% MAX. DENSllY
SUBBASE
COMPACTED TO
98% MAX. DENSIlY
PARKING & DRIVEWAY SECTION
N.T.S.
NEW SURFACE
(SEE NOTES 1 & 2)
EXIST. SURFACE
REPAIR OF PAVEMENT NOTES:
1. ASPHAlTIC CONCRETE PAVEMENT SHAlL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2 SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
. THICKNESS: WITH MIN. OF 1-1/t' ASPHALT F.D.O.T. lYPE S-3.
3 BASE MATERIAL SHALL BE PLACED IN ~ COMPACTED LAYERS
. TO 98% OF MAXIMUM DENSIlY AS DETERMINED BY MSHTO
T-180 lAB REPORTS ARE REQUIRED.
4. ~~~~~~60roJ~E~~HJxHf'J-&MB~E~~f{9dND8tRS~~bAWD
MSHTO T -99, LAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
-0
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HANDICAP PARKING STRIPING DETAL
'.s.
.._--_.~-_._'--_.----_..........~---_.--~.- .. -..-.----..---
SEE PI.AN
P/L
PI.ACE SOD , It'
BElOW PAVEt.IENT
fiN. CIV.OE PRIOR
TO SODDING
POSIT1VE DRAINAGE (4:' MAX)
MEET EX.
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
COMPACTED GROUND
NEW SURFACE
SEE PV.N
P/L
EXIST. BASE
NEW BASE
NEW SUBBASE
PlACE SOD 'It'
BELOW PAVEMENT
fiN. GRADE PRIOR
TO SOOOING
POSfTlVE DRAINAGE (4: 1 MAX)
MEET EX.
PAVEMENT TRANSITION DETAIL
N.T.S.
COMPACTED GROUND
GROUND TRANSITION
A T THE PROPERTY LINE
N.T.S.
ROOF DRAIN
FIN. GROUND
f UTlVTY (I.e. SANITARY
SEWER, WATER SERVICE.
FIRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
~
U11UTY WIlliIN 5' or EIlOO.
BY PLUMBING CON"TRACTOR.
fiNAl. CONNECTION 8"1' PlUMBING
CONl"RAC"TOR UNlESS OTIiERWlSE
COOROINATED 8"1' "THE G.C.
UTLITY CONNECTION
AT ALL BUILDINGS
N.T.S.
FILL GROUND AROUND
BLDG. TO 3- BELOW
FIN. FLOOR ELEVATION
& SOD
MAX. SLOPE 4:1
MIN. SLOPE 2~
GROUND PREPARATION
AT ALL BULDINGS
N.T.S.
U.S FOUNDRY 7623
COVER TO BE MARKED
- SEWER CLEANOUl"
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
5' PVC
8" MIN. CONC.
ENCASEMENT
~ PVC 1/12 BEND
~W'(E
PLUG
SANITARY SEWER
CLEAN-OUT DEl AIL
N.T.S.
~x4- REDUCER
(IF REQUIRED)
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILU1Y
AND THE CAPTION
- PARKING BY DISABLED
PERMIT ONLY".
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN 1l1E
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED & MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.D.A.
SYMBOL SHALL BE 5 FT,
HIGH & WHITE PAINT COLOR
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
PLACE SOD 1/t'
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
MEDIUM BROOM
~ FINISH CONC. WALK
r FINISH GRADE TO
1 - BELOW
EDCE OF WALK
2' LEVEl 2' LEVEl
I'~.I' SL~~~E~ / ~:E~~LAF~OT i V~.l
1I11=11111111~lii'; C, 1'"-., III;~I~MPACTED m OR
UNDISTURBED SOIL
I.
6' MAX.
.1
1 -r:-
15"
3' t,
MIN. 18"
lrl'lI~
SILT BARRIER DET AL
N.T.S.
PLACE CONC.
SLAB/WALK
4- BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
SOD
NOTES:
1. POOVlDE 5'x5'x4"
"THICK CONe. SVB
. AlL EMERGENCY EXITS.
2. CONFORM TO N3(NE
DETAIL FOR PlACING
WAI.J(S AT ll-iE BlOOS.
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO TI-lE
NEAREST EXPANSION
JOINT.
PLACEMENT OF CONCRETE
SLAB A T ALL BUILDINGS
N.T.S.
18" MIN. VERTICAL ClEARANCE
I
<D
.....~.J\.......~~'fWA..~~
~ ~ 10' 10' I
1'"'):2 R
WliSTOJ!RRM~N DJ.P. IS USED IN P1.ACE or P.V.C.
FOR A MIN. OF 10' EACH WAY
FROM t OF WATER MAIN WHEN
ll-iE VERTlCAL CLEARANCE BETWEEN
I WATER at SEWER MAINS IS 18" OR LESS.
18" OR UORE VERTlCAL CL I
~~9?~~
P.V.C. OR V.C.P. ~
SAN. SEWER GRAVITY MAIN CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVllY
MAIN IS NOT PERMITIED.
VERTICAL CLEARANCE
CONCRETE WALK DET AL
N.T.S.
GRADE
HORIZONTAl ClEARANCE
STORM SEWER +
OR SAN. SEWER
GRAV11Y MAIN
HORIZONTAL CLEARANCE
U~
POST OPTIONS:
t'x4- OR 2.5-DIAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
FINISH GRADE TO
1- BELOW
EDGE OF WAlK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1- 1 It' RADIUS
VERTICAL CURB
PAVING
... t/l
..
PRINCIPLE POST
POSITION, CANTED
2(1 TOWARD FLOW
FILTER FABRIC
EXIST.
GROUND
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4'
CONTROL JOINTS
o 4'0.C., 5' O.C.,
8' O.C., OR 12' O.C.
& 1/t' BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURB/WALK DET AIL
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Note:
LOCATIONS OF
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ENGINEERING DN.
CLWTR. OFFICE
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Revisions:
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NOTE:
PROVIDE 1/4-
CONTROL JOINTS
o 4'O.C., 5' O.C.,
B' D.C., OR 12' O.C.
& 1/t' BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS. 50' O.C.
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BLOW-OFF &
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N.T.S.
TOOLED GROVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
08/23/0'1
Description
CURB
~ DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
FLUSH CURB
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
HANDICAP RAMP DETAIL
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BLUE
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3- f5' SO
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1. 18" x 12" LOGO SIGN
2. 2 SIGN COMBINATION
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3. LETTERS TO BE
1" HIGH SERIES -c:'
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA.
REOUIREMENTS
G,ALVANIZED METAL/o"
S~IGN POST WITH 3 0
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I Drawn By: B.J.V. I
Checked By: H.G.
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CONTROL
VALVE
1
Issue Date: 08/23/01
Revisions:
No. Date Descri tion
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EX. PALM
EXISTING
BANK
EX. OAK
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NEW LIVE OAK
/ /
NEW CREPE MYRTLE
~ DESIGN/DEVELOPMENT
o PERMITIING & BIDDING
o CONSTRUCTION DOCUMENTS
NEW PALM TREE
~
NEW VIBURNUM HEDGE
~
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NEW L1RIOPE
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JUNCTION
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1'1\'"
IRRIQA TION NOTES (CONTINUED I
HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3, SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
t
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
Q, AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITIED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMITY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSIAN IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
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Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shape.
3/4 - - 2 Ply Reinforced
Rubber or Plastic Hose
White Swrveyor's Togging
Tape, 6 Length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 4S'Angle With 3- If 68
Duckbill Anchors Or Equal
I
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD OR APPROVED EQUAL.
3" Minimum Mulch
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
3" Soil Saucer
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE TYPED AND RELEASED.
Remove Container
From Rootball
Planting Soil Mixture
CONCRETE CURBING
Mound To form Saucer
3- Minimum Mulch Loyer
Remove Burlap from
Around Top Of Boll
Planting Soil Mixture
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT /
ENGINEER.
TREE PROTECTION AND PRESERVATION.
Existing Soil
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION OR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPlI ES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
TREE STAKING & PLANTING DET AIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
SHRUB PLANTING DET AIL
N.T.S.
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSABLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
CROWN SPRrAD_-f
LANDSCAPING
I NES Comm.: 0111 I
I Drawn By: B.J.V. I
Checked By: H.G.
XERISCAPING
F"or Cabboge Palm Installation:
Trim All F"ronds at TIme
of Dig9in9 and Planting
F"or Washington Palm Installation:
Leave Inside row of frond.
Tie up with biodegradable twine
F"or Cabbage Palms:
All Trunks to be Smooth and
All Bum Marks Brushed Away
for Washington Palms:
Leave all boots on trunk
20 Layers BurkJp Pad at
Support Contact - No
Noils in tree Wood
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS.
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
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Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shope.
3/4- - 2 Ply Reinforced
Rubber or Plastic Hose
White Swrveyor's Togging
Tape, 6 Length
3 - 12 Guaqe Galvanized Wires
Spaced 120 Around Tree and
Set At A 45'Angle With 3- "* 68
Duckbill Anchors Or Equal
Remove after one growing season.
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
Wire TIe
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
I
Issue Date: 08/23/01
Revisions:
No. Date Descri tion
2- x 4- Broce (Yellow Pine)
Space Three at 120' Typical
Remove after one growing season.
2- x 4' Stake (Yellow Pine)
Three feet Long
Remove after one growing ge090n.
Saucer Rim
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
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4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
Finish Grade
JO Minimum Mulch
Rootball, 160 Minimum
Radius F"rom Trunk
Washed-In and Tamped
Planting Soil Mixture
Existing Soil
Mound To Form Saucer
3- Minimum Mulch Layer
Remove Burlap From
Around Top Of Boll
Planting Soil Mixture
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LAND-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES. UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
Provide a minimum S'x10'
unobstructed planting area
3. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILllY LINES OR STRUCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
PALM STAKING & PLANTING DETAIL
N.T.S.
TREE STAKING & PLANTING DETAIL
N.T.S.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
~ DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS:
8. LOW-MAINTENANCE DESIGN.
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETIER.
u~~~ ~ ~~~(UJ[83 ~[b~~U~~(GJ [Q)~U ~~[b~
TREE & SHRUB PLANTING DETAILS
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8. ALL REQUIRED TREES MUST BE A MINIMUM OF 8' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAIPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INlSTALLATION.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
HARDWOODS
PINES
10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER. THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATIACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGIE.
IRRIQA TION NOTES
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1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuTloN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPED
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO
PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW
INCHES FROM THE BASE OF EACH TREE.
1 - X 4- Horizontal Wood
Members or
Approved Substitute
6' - 8'
. .
4' c::
c:
2- x 2-
Vertical
Wood Stakes
A : 3'x2"x2"
B 12"
C 4'-5'
D 1 "x2"
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY
LOW NEED AREAS.
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213rd's drlpline for hardwoods (6'mln)
full drlpllne for pines (6'mlnl
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.
.
.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
2/3 Driplinel
Full Dripline
RSBON BARRER
Full Dripline
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3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER
SUPPLY HOSE BIBB.
TREE BARRICADE DEl AIL
N.T.S.
WOOD FENCE
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
PROTECTIVE BARRIER DETAIL
N.T.S.
en
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4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
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CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTSjTAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
U~~~ [83~~~~CC~[Q)~ [Q)~U ~~[b~
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
-
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
L 1.2J
- US 23 2001
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NES Comm.: 0111
I Drawn By: B.J.V. I
Checked By:
Issue Date: 07/26/01
Revisions:
No, Date Descri tion
/
I
I.
~ DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
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d.tJa~ ~~ ~. ~o.e;',.y!~t~{ . - UTILITY/DRAINAGE SERVICE NOTES:
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t:.I?'~.or....... i... I i~ ~/f/1.17'.cI<'C. ~~, '!J(.~&; /(){.) I/lCJ 1. Sanitary Sewer - This property is served by an existing sanitary sewer
~ ~ 1 -L-~ ~uv J' L. /Zo.~ff' ~ \ . (4 l~ line from Belleair Road {south boundary of property}, and the service is
~~~I\r"' '~p._~ :".....\,tIif..:...::?:.o..:W~..~- ......-: ...~ --:....:_ _ LIlA/rEO ()FPICE ZlJI./It./tJ. Cf)MJlERClAl tElJTCR ZOIJ/IJ() provided by the City of Clearwater.
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~. 5'IOEWALK EA~EUEilT DETAIL
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I CITY OF CLEARWATER SETBACK REQUIREMENTS:
I 1. SETBACKS WITHIN LIMITED OFFICE (OL) ZONING DISTRICT
A. FROM A STREET RIGHT-OF-WAY: 25 FEET
B. FROM A SIDE PROPERTY LINE: 10 FEET
C. FROM A REAR PROPERTY LINE: 15 FEET
SURVEYOR'S CERTIFICATE
TO: Chicogo Title Insurance Compony; Akerman, Senterfitt, a Eidson, P.A.; SouthTrust
Bank, N.A.; Griffin International Incorpcroted; and Aegis Griffin Reol1y, LLC.
2. SETBACKS WITHIN COMMERCIAL CENTER (CC) ZONING DISTRICT
A. FROM A STREET RIGHT ..oF-WAY: 75 FEET
B. FROM A SIDE PROPERTY LINE: SO FEET
C. FROM A REAR PROPERTY LINE: 50 FEET
Potable Water - This property is served by existing water distribution
mains from Nursery Road (no:.-th of existing north boundary) and Belleair
Road (south boundary). Potable water lines shown on this survey were
copied from engineering drawings obtained from the project engineer and
-the City of Clearwater,
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. (b) except as shown on the survey, there are no (I) ellcroa.:hments upon the subject property by
Improvements on adjacent property. (ii) encroachments on adjacent property, streets, or alleys by any
improvements on the subject property. (iii) party w.1i;s~ or (iv) conflicts or protrusions. The exceptiol:S
to the above statements are as follows: Please see improvements as detailed on this survey.
I hereby certify that on the 21 st day of June. 199~.:-
~-:~:: _ -""'i;
(a) this survey was made on the ground as per II ; field notes sllown on this survey and correctly
5ho,;-, (i) the boundaries and areas ~fthe subject pro::crty and Ihe size, location, and type of buildings
and Improvements thereon and the distance therefrom to the nearest facing exterior property lines of the
subject property; (ii) the location of all rights-of-way, easements and any other matters of record (ofw!~ch
I have knowledge or have been advised, whether or not of record) affecting or benefiting the subject
property~ (ii.i) the location .of the par~ng ar~ on the su~ject property showing the number .;f parking
spaces pro~ded the~ebr. (IV) all abutting dedicated public:: streets providing access to the subject property,
together With the Width and nanle thereof~ and (v) all other sigpificant items on the subject property;
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OE&CRJPTlON:
PARCEl. 1:
A. parcel of land In the SoUhwest % of Sedial23. T<MnShip 29 South, Rirlge 16 East. 'Plnellas
Coully, Florida. being mont partlcUar1y desaibed as foll0W5: Commence at the Northeast
comer oflhe SouIheast % of the ~ % of SecllQn 23. TOWIIlShip 29 Soo.Ah. Range 15
Ea3l. PlneDas ColriY. FIor1da, m'ld go North a9'07"5( West. 800.38 feet along the centel1lne of
Nu'sery Road; thence leaving said centerline. South 00"2.1'.w East. 360."" feet 10 t.'le Pant of
Begimng; thence SouIh 00-21..w Ea3l, 719.93 feel; !hence South 00"""'35" Wesl192.oo feet
to a point. on the Na1h rtght-a-\'\G}' line of BeReair Road; thence North 89"152.5" West, 295.11
feel along said Nor1h righl-a--v.ay line; !hence leaving said Ncx1rI fiWht4-way line,
North 00-19'17 West. 192.03 feel; thence Na1h 89'15'25' West. 210.00 feet to a point on !he
East righklf-way Hne of HghIand Avenue; thence Na1h 00"19'1, West. 496.&7 feet along said
East righl-a-way One: thence leaving said East rtght4-way Une, North 89"40'<&3" East, 245.00
feet; \hence Nor1h 00-19'1, West. 211..' feet; thence Nath 89"40'43" East. 263.09 feet to !he
PoInta~ .
Hill
~CEL 2:
Easement for the benefit of Parcel 1 as created bv Reciprocal Easement, Restrk:tlons and
0penitI0ns Agreement recorded July " 1 V93, In Oftldal-Records Book 8324, page 831, of the
public reoorda of PlneIIu County, Florida, over. under and 8C1'O$S the land described as follows:
NON-EXCLUSfVE ROADWAY EASEMENT {SOOTHERNl
A. pen;el of land In the Southwest % of SedIon 23, Township 29 South. Range 15 East, Plnellas
County, FIodda, being more partlcular1y described as follows: Commence at the Northeast
comec of the Southeast % of the Southwest % of Section 23, TOWll$o'Up 29 South, Range 15
East. Pinenas Counly, Aorida. and go North 89.075, West.. 800.38 feet aIonQ the centetflne pf
NUBery Road; thence leaving said centef1lne, South 00"21'40' East. 1080.37 feet; thence
South OO-~'35. West. 10.00 feet to the Point of Beginning; thence South 21.52'3, East. 39.00
feet; thence South 89-15'25- East..9.00 feel; thence South 00.""'35. West. 14&.00 feet; thence
North 89-1525. West, 24.00 feet; thence North 00-44'35' East, 182.00 feet to the Point of
. Beginning
&ill
PARCEL 3:
Easement for the benefit of Parcel 1 as created by Reciprocal Easement. RestI1dIons and
Operations Agreement recoroed July 1, 1 Qg3, In Olficlal Records Book 8324, page 831, of the
public recoros of Pinellas County, Ronda. over, under and aauss the I&nd desCl1bed as follows:
NON-EXCLUSlVE ROADWAY EASEMENT (NORTHERN)
A pan;el or land In the Southwe$t % of Section 23, Township 20 South, Range 15 EliSt, Plnellas
County, Aor1da, being more psrtlcul8I1y de:scribed as follows: Commence at the Northeast
comer of the Southeast % of the Southwest % of said Section 23, and 00 NOf1tl 89'075, West.
800.38 feet along the N<xUl boundary of the Southeast % of the Southwest % of said Section 23.
a/$o being the centel1lne of Nu~ Road to the Point of BegInning; thence
South 00"21~ East. 300."" feet; thence SOuth 89.40'43' West. 33.76 feet; thence North
00.05'22" West. 307.Qg feet; thence along a curve to the left that has a radius of 35.00 feet. an
an:: lengUa or 54.39 feet. a chord length or 49.08 feet, a thord beanng of North "".3&~" West;
thence North 00-52'03. East. 18.70 feet to a point on the North boundary of the Southeast % of
the Southwest % of said Section 23, also being the centefflOe of NuBe;y Road; thence
South 89"0757 East. 68_ 1CS feet along said North boundary l\hfl centertlne of Nurser)' Road) to
the PoInt or BeQlnnIng.
8Q
PARCEL 4:
Easement for the benefit of Parcel 1 as created by RecIprocal Easement. Restrldlons and
Operations Agreement recooled July 1, 1Qg3, in Officlal records Book 8324, page 831. of the
public recorUs of P1nellas County, Florida, over. under and across the land described as follows:
TEN FOOT STRIP
A psn;el or land Iy\ng In the Southwest % of Section 23, Township 29 South, Range 15 East.
PineI1as COunty, FIor1da, being more partk:utal1y desaibed as follows: Commence at the
Norttle&$t comer of the Southeast % of the Southwest % of Sectlon 23, Township 29 South.
Range 15 East.. Plne\las County, FIOOda, and go North 89"075, West., 800.38 fed along the
cenlertlne or Nursery Road; thence leaving said cent8f1lne, Sout~ 00"21'40' East. 350.44 feet to
the PoInt of Beginning; thence continue South 00.21'40' EliSt. 10.00 feet; tt1ence
South 89-40'43- West. 263.og feel; thence North 00-19'1, West. 10.00 feet; thence North
89.40'43. East. 263.08 feel to the Point or Beginning.
8Q
PARCEL 6;
Easement for the benefit or Pan;el1 as created by Amendment to Reciprocal Easemeol.
Restrictions and Opel1lUons AQreement recorded October 7, 1993, In Official Rea>rds Book
. ~= ==e42&.-=page--2321.-I;,Uh.pubilcrecon1s of Pi..ellos County, F1oI1da, over, undel" and aa"OSS the
land descnbed as follows:
l"
CROSS PARKING PARCEL:
A parcel of land In the Southwest % of SectIon 23, Tw.nshIp 29 SWh. Range 15 East. P1nellas
Coulty, Florida, being more pal1lw8l1y desa1bed as follov4: Commence al the Northeast
oomerof the Southeast %of the Soutl'Mest % or SectIon 23. TWrnShip 29 South, ~e 15
East, PlnelIas Coooly, ~, m'ld go North 8!r0T57" West, 800.38 feet al<n;j !he centeJ1ine of
.NInety Road; thence Ieavlng said center1ine, South 00"21'40" East. 360."" feet; thence
South 89'40'43' West, 263.09 feet; thence South 00"19'17" East. 95.48 feet to the Pcinl of
BegInning; thence oonUn.JeSWh 00-19'1, East.. 116.33 feel: thence South 89"<40'43' West
2<45.00 feet; thence Na1h 00-19'1, West. 116.33 feet; thence North 89-40'43'" East 245.00 feet
to the PoInt of BegIrring.. ,
At:m
PARCEL 6;
Easement for the benenl of Parcel 1 as created by Amendment to Reciprocal Easement,
RestricUons and Operations Agreement recorded October 7. 1993, In OffICial Records Book
8428. page 2327, of the public records of Pinellas Counly, FIorlda. over, under and aauss the
land described as foUows:
DRMNG LANE PARCEL
A. parcel or land In the Southwest % of Section 23. Township 29 South, Range 15 East. Pinellas
County, Flonda, being more partlculal1y described as follows: Commence III the Northeast
comer of the Southeast % of the Southwest % of Section 23, Township 29 South. Range 15
East. Pinellu County..FlorIda, and go North 89"07"Sr West, 800.38 feet along the centerline of
NUISefy Road; thence leaving said cenlel1ine. South 00.21'40' East. 360.44 feet; thence
South 89-40'43- West. 263.09 feet to the Point of Beginning; thence South 00.,9'1, East. 95.48
feel; thence South 89-40'43" Wes1. 5.00 feet; thence North 00"19'1, West. 105.48 feet; thence
North e9"40'43- East, 5.00 feel; thence South 00.1Il'1, East. 10.00 feet to the Point of
Beginnlnc.:l.
Arm
PARCEL 7:
Together with an easement In. to over, under and across the areas not covered by buildings as
they exist from time to time on Landowne(s Parcel (as that tenn Is defined In that certain
Reciprocal Easement, RestJ1d.lons and OperaUons Agreement recorded In OIficIaI Records Book
8324. pege 831, of the public recoros of Plnellas County. F\or1da) for the purpose of Installation.
operallon, maintenance, repelr, repla<:ement.removal and reloc&Uoq of UtIlity Unes as defined
In the Reciprocal Easement. RestncUons and Operations Agreement recorded In Official
Records Book 8324, page 831, of the public records of Plnellas County. AOl1da.
-t
3.
Storm Drainage - This property is served by an existing storm sewer on
Highland Avenue (west boundary), and there are two (2) drainage detention
areas along the west boundary of the property with drainage outfalls to
the storm sewer piping system on Highland Avenue, This storm sewer piping
sy~tem.is within the right-of-way of Highland Avenue, and is owned and
ma1ntalned by Pinellas County, Roof drains that sheet flow or are
connected underground into this shopping center storm piping system are
not shown on this survey. Storm sewer pipes shown on this survey were
copied from engineering dl-awings obtained from the project engineer and
the City of Clearwater,
..8 . ?-~-t)1 /?e't/!Bm pg? 7l1lE t'aMM/TMEur Ala. ~{)()O()348r? a:J/ (161
7 7-14-'15 ItE.VIS&P ANP "ODED 8DlhJ0AR'f IIIFDIWfATTO#, RE.VJ~D :SOIC:Yi!VM'S C;~ 1'/"" ..~
. CEATIFlCAYr AND ~1j;~IONS ANI) A/JDt:l:1 PAIl.xuJr. n,8l/U\TlON, ~ ~:/ ..--
~ (/PtM7CO. Jp[)W ce;cRfP'rIW AA./O /?8'.EK1iRCD GuRl/lV ~ ,of 'i)
.~ 9.50.'S Ii'cY/SCP 6XflI8/r"F' tJ'CA1i'1,vG 1.j~ 7. ~
4 9-16- '3 JOOEO~AOII.i1 TtJ !O'BTl?IP C/)./ 1~<..-
3 9-?-'I 3 UPI1ATCf) r~ CUR1?8JT (XWlJ1T/CWg ('p.( ~
Z 5-/Z-93 ~t:!ff~~ f:%,~;1f!;%fas 75'C ASL ~
/ Z.5.93 ~~..P'6:t5'GW6U79~_qK.~~,~la!4laK~393, -aoc"""" .v
1'0'- /()z:;/ ,q;;;q PI.&?a:TKJAlCiC M$#" #~~ 5476Ha>. ,~..- "-
NO DATE REV I 5 ION $ DAN. CKO. APP.
...~~---::~
~rn-n-L~:\6;\", -- i ,\~a:::;;A~Y :U;~;A.
\1 nJ JUL 17100\ \_J
Ct.~A'IaWATER . ___J.~ PIUcUAS co//urV
P~~~PilJ:~c-:Y~~~~~A~-ER ~IiV' DATE: ,cclJ. /8 . L.f!f/3 APPROVED BY;
Df_--Dushyant1C-Gulati .~~~. A,'(15 ~
186 Bayslde Drive CKO ~ _---=-
Clearwater, Florida 36430 SC~LE: /". 40' ~"s. PY" UOYEI?AS
Phone: (813) <1<14 <1495 'LBOOOO208 FLA. ENGINEER'S REG. No. 85"(}8
FLA. LAND SURVEYOR'S No. 17.Z
. SHEEl'~
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LIST OF EASEMENTS INCLUDED IN SCHEDULE B-2 OF THE CHICAGO TITLE
INSURANCE COMPANY COMMITMENT NUMBER 200003489, EFFECTIVE DATE
NOVEMBER 27, 2000 AT 11:00 P.M.
(Verizon)
@ Easement In favor of General Telephone Company of Florida recorded October 18,1967, in
Official Records Book 2696, page 440, of the public records of Pinellas County, Florida.
(Affects Parcel 7).
(pLOTTED HEREON)
@ Easement In favor of Florida Power Corporation recorded February 28. 1983, in Official
Records Book 5479, page 130, of the public records of Plnellas County, Florida.
(pLOTTED HEREON)
o Sidewalk Easement in favor of Pinellas County recorded January 29, 1990, in Official
records Book 7184, page 21.05, of the public records of Pinellas County, Florida.
(pLOTTED HEREON)
lE6E~f)
-.,.-
5.1.1(.. ser 1,q~1V ,qoP
F.I.~.. Fp(I/'/O I!fO'(/ IiOO
~AJD. · ~OUAlO
c(W~. . COI./C,IC~Tc
(rYl'.,>. T"t'PIUl.
5'PA. - 5P..I(~5
~l..El. . n.OON el.C1/4T101./
P. P. . POi4KP PO~ (NOOO)
O.JI. . oyel(/.Ie~Q (IVIRCS)
OIA. - Q/ANt~Te,l(
(s. S.) · Sll./~U 5TI(I'~ I 'AIKIUC)
(0.5) . OOU6lC ST,lCIPC (PAIXIUG)
'- .p- (O~c. L./CJlT P(}l~
/?/,,' - R/~JlT- or-ilVAI'
10.) z oa(}
(M.) .. M~.45(/ReO
(C.) .. CA"UL4Teo
O.;:{. .. OFFICIAl. /{cCOi(Off ~OOJ(
p. . PACE
.0.1. .. p.qoP 11./,,1
p~ . U/5T/I.IC tJR.AIUACC PIPE
S~ - crl5TIUC StUll TAl?r PIPE
Kk - O'16TIIoIC WATCX UNE
.he . ci/~llUC FI/{{ U.<Jc (dATc/?)
~ j.l.1/. .. MAIIII/JLE (SAlJITIJI?Y self/a?)
(f) that tills survey meets tIle Minimum Techwcal Standards for Land Surveying in the State of
Florida (Chapter 61G17-6 F.A.C.).
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TVP/CIlL tJETd/L OF OOt/St.E
P4/A/T STRIPE PAIlI</l./c; 5P.4Ce5
8 Easement in favor of the city of ClealWater, Florida, for water lines and for ingress and
egress purposes recorded March 8, 1990. in Official Records Book 7218, page 1527, of the
public records of Pinellas County, Florida.
(BLANKET IN-NATURE - NOT PLOTTED HEREON)
@ Sidewalk Easement In favor of Pinellas County, recorded July 1, 1993, in Official Records
Book 8324, page 828, of the public records of Pinellas County, Florida. (Affects Parcel 5).
(PLOTTED HEREON)
(@) Terms, conditions, ~rovislons, oblig.ations and easements as contained In .Recip~1 .
Easement, Restrictions and Operation Agreement recorded July 1, 1993, In OffiCial RecorC;S
Book 8324, page 831; Amendment recorded October 7,1993, in Official Records Book
8428. page 2327, of the public records of Pinellas County, Florida.
(pLOTTED HEREON)
COUNTRY VILLA fJLAZA
,
-t.
4.
Electrical Power - This property is served by overhead and under9round
elec~ric~l dist~ibution lines from Belleair Road (south property), and
serV1ce 1S prov1ded by Florida Power Corporation,
T~lephone - This property is served by undergrounc telephone distribution
~lnes f~om Nursery Road (north of existing north boundary), and service
11S provlded by General Telephone Company (Verizon).
(d) all required building setback lines on the subject prope 1y are located or noted as shown hereon'
,
~
5.
(c) adequate ingress to and egress from this subject property is provided by Belleair Road and
H!Jduand Avenue, tbe same being paved. dedicated public righl,>-of-way maintained by Pillellas County~
I'JOTES:
(e) the property does not lie (Federal Emergency Management Agency Flood Zone X) within a flood
plain or flood prone area~
PARKING TABULATION:
PARKING ON SITE =
L
THIS PROPERTY IS IN ZONE X, PER FLOOD INSURANCE RATE MAP, COMMUNITY-
PANEL No. 1250960016 D, INDEX DATED AUGUST 18,1992.
ELEVATIONS SHOWN HEREON ARE BASED ON PINELLAS COUNTY BENCH MARK .
No. 1227. ELEVATION 60.757, N.G.V. DATUM-1929, t/-0.3'.
THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT
ISSUED BY THE CHICAGO TITLE INSURANCE COMPANY, COMMITMENT No,
200003489, EFFECTIVE DATE NOVEMBER 27, 2000 AT 1\:00 P.M.
378 REGUlAR SPACES
+ 12 HANDICAP SPACES
+ 4 SHOPPING CART
RETURN SPACES
59 REGULAR SPACES
+ 2 HANDICAP SPACES.
47 REGULAR SPACES
+ 1 HANDICAP SPACE
TOTAL NUMBER OF SPACES SHOWN HEREON = 503 SPACES
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THIS SURVEY IS NOT VALlO WITHOUT THE
ORIGINAL RAISED SEAl. AND SIGNATURE OF
A FLORIDA LICENSED SURVEYCfi ANOMAPPER.
~
A: "Sandy LIOveras
Aorido Prufessiono: Surveyor a Mower No.LSI762
~. LLOVERAS. BAUR & STEVENS
~ CONSULTING ENGINRRS - LAND SURVEYORS
1-727-7...,;15&5
Z9ZZa U.s. 'I. N.
PARKING WITHIN EASEMENT =
(INCLUDING 13 SPACES ALONG PROPERTY UNE)
PARKING FOR LANDOWNERS' USE -
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BOUNDARY SURVEY
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LEGEND
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Issue Date: XXIXXIXX
Revisions:
No. Date Descri tion
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o PERMITTING & BIDDING
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#, , {3 ~~ nA OAC/ J IA, Z~ \ 0,Resfr~ctlons and Operation Agreement
(~ '*" ~ 0 S 6go/.'5'25-c ,M~(.,c; (.. (U". ~ ~xhibtt "E" -O.R. 8324. Page 831 ~
(. ..~. 'J.!~... (9.00' c. It:' /1/1t1A ''2-'i"/~/ Non--exclusive Roadway Easement (South~rn) .
F.//J _('l.1:4 ((i'lv' - 70'xl.(.'Fr8Cl?tJt.j/S5 J,UU 4iI" .:/J w;'; ~ I ~
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(0,03'5.) aJKl./Eli'OFR:IJCE (",-<:;{~. fC'--" ,'''X_), \~-------f"-------------__ "i,---- - --- ---~ (t"We DESCRIPTION:
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/(/171-1 6J/~Ft/)K/ PItEYclJ~ 589'15'~6" . ~q....~_ .' ~ 45;'1-I"iif '<to ~ - 'aa.'5'2S"W. PARCEL 1:
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" ~ WALL, 0.5 '/lIi,# I I , _ I A parcel of land m the Southwest V. of Section 23, TO'Mlship 29 South. Range 15 East. Pinellas
, 0 'e 0. rVaJ 5 E - FA/D. Counly, FIOOda, being more particularly described as follows' Commence at the Northeast
.Po# Oz. ~ I D.f. tJ,#f'~M~.t!UIf6' "[) ~ RJu"",~'VGRI{€".40 <>-i''''' .... ...~~44.'3 '.-/t- P/7/Z ftl S tt IV ftl S h
/"H"'''7c~SS':-cQ/lWIIi'UiAl "..'"\ ,0. '/100' ~,<I""";:;'/. ~,~ 5().00' I ff"~(p comero Ie ouleas,.o Ie oulwestV.ofSection23.ToWlShip29Soulh,Range15
. .' 1# V. .... ,n . · Jl' . . .. . lr lv, ";;:"wc::;, 7t(PtC(L I '" '"" 74 tJ
GA5 - ,~-=>- '. Z4t'Oe' "'- ~:~ . ~:f;~5tJ.I' r .~ 2.(J'^ .4't:OI./L'. 3'KII'cd,v(', S~ -1(l'HI(]I{CaAl~. O...UMAI' , , . ~ 10'0, *-/7~e: lJI5K East,PinellasCounty, Florida, and go North 8900T5TWest, 800.38 fee t along the centerlme of
VA.tVE .... C- CO Alt.'. 5[48 -..----/ .' ~1II.4L"';-IA/ - {'aul'_~,-,l/8 fiLlllfI4/fTIlIiIlTE/lAUli WITII SAL'I<FL'OIj(,,_' V; '~PIIVEo- IOIGK ! Nursery Road; thence leaving said centerline, South 00021'40" East, 36044 feet to the Point of
, . ('Mr:=.i-I. ~'IIICIt METAl, PIl'07EcnOIJ 00' .../w" 10--"'. "" FRcErER.' ~ WITI-I O;fTc (jliPlJilEO I CO~t!. L/<JHT ~.v,rc.~I?Mi-/.'" UI./PAYEQ AI'fCll ,I .. ,4I?E~ M.J.I. Beginning; thence South 00'21'40" East, 719.93 feet; thence South 00044'35" West 192.00 feet
~ Po 5' /)'rI try!'.) 7 ,-VA/<' , ..1....- " .{?'/,- V,l/iVC .4I?Cll ,j7"Oi~-1IICfl f'>J, 8.0 r- Itl ,./ t"".~ r ! toa point on the North righl-of-way line of BelleairRoad; thence North 8 9015'25" West, 295.11
~T __ -:--: "(NiT, I.P' /." - CUR8-- -+-. I,,' - ~ ~ -0 ~X:", '.. '''''''''. ~'11- '_ -1L' ... ~., ,
.-..:1 t I ~ .~~ f? 7 'O-<I{'. {]u/{g LV", L ~ ' 'f4,.,. 'p I feet along said North right-of-way line; thence leaving said Nortil nght-of-way line,
'~I' ~--...... c.I.' ': '. (fA/PAVeD to'\j.- . ~2 5f1lC., "', ,\," · ~ "IT,(fCE '" 1 :::+:..:' . ' ," E ~ c';;:;-:' i 'i North 00019"17" West. 19203 feet; thence North 89015'25" West, 21000 feet to a pomt on the
. ,<;> UCTllL "''''K-W''-I7e,Czr'/7 ,urelf, 1.."- t99.0 ..... . . iJ.7'T1/{(!" ~ ~ - Z<-5!A1".."'''''' <" q" 8"'.4) ~. ir:~
23 ' ",'e "'". rI" ... ~" 'l . (G6 ~ I "tl.7:./ -'" -.", '" - v' <..., ~ ' , '" East right-of-way line of Highland Avenue; thence North 00019'17" West, 498.67 feet along said
East right-of-way line; thence leaving said Easl right-of-way line, North 89040'43" East. 245 00
. " ,., ~~ 'A5PII.4L.T <3e~' . ~1IM4~~~' ~ ' ; ,I )
,- ~ IJI' .t.<MI4~' '~ ." <::>' ....... feet; thence North oo019'1T West, 211.81 feet; thence North 89040'43 -East,263.09feettothe
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; Easement for the benefit of Parcel 1 as created by Reciprocal Easement. Restrictions and
"'<(....... '" ...... , ...,. i Operations Agreement recorded July 1. 1993, in Official Records Book 8324, page 831. of the
."'O~t'. 7{.,4D': \l> ,.... <;:;..-V ~<:>' -< . ~ '/ ---. I ~
- v J ,.. <n ..... ' '" , '<J public records of Pinellas County, Florida. over, under and across the land descnbed as follows:
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l ~I/I{J McTAL ;? <>- ~:. ~ ~ ~ _ ~~~~~~::::: 1'3' J !I~~: '~i NON-EXCLUSIVE ROADWAY EASEMENT (SOUTHERN)
AqQTe~T/"A./ P05T6", ~ _"1\ ,~ ~' ~ I ,-;,,, ~ , I
/.;? / P/"MpE~,I!( (ry?) ~ ~ I ~ '" ~ ....... ~_ _ \;:.j ."";:;~ r-.. i A parcel of land in the Southwest V. of Section 23, Township 29 South. Range 15 East. Pinellas
~\ '-- '"' ~ n '--........ ) I '- "'" I ~ County, Florida. being more particularly described as follows: Commence at the Northeast
G (~'III$H''O()OFEIV~C, ". Q'fI/611 ~ .'" ~~, "'_~_ ~~ ~ "- ~~~ ,; i comer of the Southeast V. of the Southwest V. of Section 23. Townshi p29South,Range15
'i ~ I' C . ~ ,4 ~ '" '"'::) ~ '"' I I "'-. I East, Pinellas County. Florida, and go North 89007'57' West, 800.38 feet along the centerline of
J ,r #1 :t:t.l~~S,ql~r2"'~ i CO/4-- - ~''''':'.''. ~! ~~ ~" "'" ~ '1 ~ I ~~I"i Nursery Road; thence leaving said centerline, South 00021'40' East. 1080.37 feet; thence
i ~AT- /11- '8'~ C" Li(l,5:' ""' ~ . . ''"'~ ~I "-' ~ O=--:g .'I~ ~ j ~ ~-,. South 00044'35" West, 10.00 feet to the Point of Beginning; thence South 21052'37" East, 39.00
/ :7(; I -MN -:,:;. :;:>- '-I I :'oS~" i feet; thence South 89015'25" East. 9_00 feet; thence South 00'44'35. West. 146.00 feet; thence
.: '5:/'%(;.~'~{JAf"., :1 '\.. . , <::> " t.P. ~ II ~'" [ North 89015'25" West. 24.00 feet; thence North00044'35'East, 182.00 feet to the Point of
. c,fJ 5,c118 IV"lrk F. .f: ,<:, ~ Beginning.
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Easement for the benefit of Parcel 1 as created by Reciprocal Easement. Restrictions and
Operations Agreement recorded July 1, 1993. in Official Records Book 8324. page 831, of the
public records of Pinellas County, Florida. over. under and across the land described as follows:
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A parcel of land in the Southwest V. of Section 23. Township 29 South, Range 15 East, Pinellas
County. Florida. being more particularly described as follows: Commence at the Northeast
comer of the Southeast Yo of the Southwest Yo of said Section 23. and go North 89"07'57" West.
800.38 feet along the North boundary of the Southeast V. of the Southwest V. of said Section 23.
also being the centerline of Nursery Road to the Point of Beginning; thence
South 00021'40" East. 360.44 feet; thence South 89040'43" West. 33.76 feet; thence North
00005'22' West, 307.99 feet; thence along a curve to the left that has a radius of 35.00 feet. an
arc length of 54_39 feet, a chord length of 49.08 f~et, a chord bearing of North 44036'29' West;
thence North 00052'03" East. 18.70 feet to a point on the North boundary of the Southeast V. of
the Southwest Yo of said Section 23, also being the centerline of Nursery Road; thence
South 89007'57" East, 66.16 feet along said North boundary (the centerline of Nu~, cry Road) to
the Point of Beginning.
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Restrictions and Operation Agreement
OR 8324, Page 831 "--l
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Easement for the benefit of Parcel 1 as created by Reciprocal Easement, Restnctions and
Operations Agreement recorded July 1. 1993, in Official records Book 8324, page 831. of the
public records of Pinellas County, Florida, over, under and across the land described as follows:
~ PARCEL
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TEN FOOT STRIP
A parcel of land lying in the Southwest V. of Section 23. Township 29 South, Range 15 East.
Pinellas County, Florida. being more particularly described as follows: Commence at the
Northeast comer of the Southeast V. of the Southwest Yo of Section 23. Township 29 South.
Range 15 East, Pinellas County, Florida, and go North 89'07'57" West, 800.38 feet along the
centerline of Nursery F 'lad; thence leaving said centerline. Soutll 00'21'40" East. 350.44 feet to
the Point of Beginning. [hence continue South 00'21'40" East, 10.00 feet; thence
South 89040'43" West, 263.09 feet; thence North 00'19'17" West, 10.00 feet; thence North
89040'43" East, 263.08 feet to the Point of Beginning.
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Easement for the benefit of Parcel 1 as created by Amendment to Reciprocal Easement.
Restrictions and Operations Agreement recorded October 7. 1993. in Official Records Book
8428, page 2327, of the public records of Pinellas County, Florida, over, under and across the
land described as follows:
;
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CROSS PARKING PARCE:L'
{.-/VPLA .TiED
A parcel of land in the Southwest Y. of Section 23, TOWlShip 29 South, Range 15 East, Plnellas
County, FIOOda, being more particularly described as follows: Commence at the Northeast
comer of the Southeast V. of the Southwest V. of Section 23, TOWlship 29 South, Range 15
East, Plnellas County, Flonda, and go North 89007'5T West, 800.38 feet along the centerline of
Nursery Road; thence leaving said centerline. South 00021'40. East. 360.44 feet; thence
South 89040'43' West, 263.09 feet; thence South 00'19'1T East. 95.48 feet to the Point of
Beginning; thence continue South 00019'1T East, 116.33 feet; thence South 89040'43" West
245.00 feet; thence North 00019'1T West. 116.33 feet; 1I1ence North 89040'43" East, 245.00 feet
to the Point of Beginning.
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PARCEL 6:
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( TYP.)
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Easement for the benefit of Parcel 1 as created by Amendment to Reciprocat Easement.
Restrictions and Operations Agreement recorded October 7.1993. in Official Records Book
8428. page 2327. of the public records of Pinellas County. Florida, over, under and across the
land described as follows:
o
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\----. c. R/W U/JE OF 5'C'O-<lt'. K/4iK
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5'fDEKlALK EA4EuEU( DETA([
(OR BOOK8324,PAa~ 828)
1"=40'
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A parcel of land in the Southwest Yo of Section 23. Township 29 South, Range 15 East. Pinellas
Counly, Florida. being more particularly described as follows: Commence at the Northeast
comer of the Southeast V. of the Southwest Yo of Section 23, Township 29 South. Range 15
East. Pinellas County,. Florida. and go North 89007'57" West, 800.38 feet along the centerline of
Nursery Road; thence leaving said centerline. South 00'21'40" East, 360.44 feet; thence
South 89040'43" West, 263.09 feel to the Point of Beginning; thence South 00019'17" East. 95.48
feet; thence South 89040'43" West, 5.00 feet; thence North 00019'17" West, 105.48 feet; thence
North 89040'43" East. 5.00 feet; thence South 00019'17" East. 10.00 feet to the Point of
Beginning.
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(111(;HT-OF-WA'I VARIES 70''''O~O')
:'d..,' 5.
CITY OF CLEARWATER SETBACK REQUIREMENTS:
1. SETBACKS WITHIN OFFICE' (0) ZONING DISTRICT
A FROM A STREET RIGHT-OF-WAY: 25 FEET
B_ FROM A SIDE PROPERTY LINE: 20 FEET
C. FROM A REAR PROPERTY LINE: 20 FEET
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UTILITY/DRAINAGE SERVICE NOTlS:
(0)
eel
I.
Sanitary Sewer - This property is served by an existing sanitary sewer
line frolll13elleair Road (south boundary of property), and the service is
provided by the City of Clearwater.
AND
2,
Potable Water - This property 1S served by existing water distribution
mains from Nursery Road (no_-th of existing north boundary) and Belleair
Road (south boundary). Potable water lines shown on this survey were
copied from engineering drawings obtained from th€ project engineer and
the City of Clearwater.
TO: Griffin International Incorporated; South Trust Bank; Akerman,
Senteriitt, & Eidson, PA , and Chicago Title Insurance Company
PARCEL 7:
2. SETBACKS WITHIN COMMERCIAL (C) ZONING DISTRICT
A FROM A STREET RIGHT-OF-WAY: 25 FEET
B. FROM A SIDE PROPERTY LINE: 10 FEET
C. FROM A REAR PROPERTY LINE: 20 FEET
OFFICE ZONING
COMMERCI AL ZONING
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I hereby certify that on the 2 I st day of June, 1995-
Together with an easement in, to over, under and across the areas not covered by buildings as
they exist from time to time on landowner's Parcel (as that term IS defined In that certam
Reciprocal Easement. Restrictions and Operations Agreement recorded In OffiCial Records Book
8324. page 831. of the public records of Pinellas County, Florida) fOf the purpose of InstallatIOn.
operation, maintenance, repair, replacement, removal and relocallon of Utility Lines as defined
in the Reciprocal Easement. Restrictions and Operations Agreement recorded In OffiCIal
Records Book 8324. page 831. of the public records of Pinellas County. Florida.
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(TYP.). T'IPIOL
!1P.( - !iP,IUS
{"(_Ct. . FLOOR EUVATIOJ./
f". P . PO/<,KR PtJU- (lVootJ)
0_11. . OVeR j..{cl:O (1V1Rc5)
Olk . Ol4ML TO,
(5.5) . 51UOU 5rR/l"c (""'IKII./C)
(0. '5 J . [)Oil~U 5T/(IPE (P,IKKIUC)
Cp - COI./C. LlCI/T POL~
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(c.) C CALCU LA TEO
0.'<::. c ornclIIL IfECO/?fJ53c(}J<
P. PACE .
. OJ ' f)!?OP wt.U
/k - E.rISTllle Ot?4/QACC PIPe
5~ . El"/STII./C StWITIlt<Y PIPe
Kk " [716TII.JC KI'#/ TO' C./tflc
Rc . D'/5TlifC I/gE t.WC (J{/,aan
. M// . M/JNII1JLE (5AIJlTtJRr 5EHlOn
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SURVEYING ACCURACY NOTE:
THE EXPECTED USE OF THE LAND, AS
CLASSIFIED IN THE MINIMUM TECHNiCAL
STANDARiJS,IS"COMMERCIAL/HIGH RISK'.
AND THE MINIMUM FOR RELATIVE DISTANCE
ACCURACY FOR THIS TYPE OF BOUNDARY
SURVEY IS ONE (I) FOOT IN 10,000 FEET.
THE ACCURACY OF THIS SURVEY WAS FOUND
TO EXCEED THIS REQUIREMENT.
LIST OF EASEMENTS INCLUDED IN SCHEDULE B-2 OF THE CHICAGO TITLE
INSURANCE COMPANY COMMITMENT NUMBER 200101683 EFFECTIVE DATE
MAY 2, 2001 AT 11:00 P.M.
(Verizon}
@ Easement in favor of General Telephone Company of Florida recorded October 18, 1967, in
Official Records Book 2696. page 440. of the public records of Pinellas County, Florida
(Affects Parcel 7).
(PLOTTED HEREON)
3.
Storm Drainage - This property is served by an existing storm sewer on
Highland Avenue (west boundary), and there are two (2) drainage detention
areas along the west boundary of the property with drainage outfalls to
the storm sewer piping system on Highland Avenue, This storm sewer piping
system is within the right-of-way of Highland Avenue, and is owned and
maintained by Pinellas County. Roof drains that sheet flow or are
connected underground into this shopping center storm piping system are
not shown on this survey. Storm sewer pipes shown on this survey were
copied from engineering dl'awings obtained from the project engineer and
the City of Clearwater.
(a) this survey was made on the ground as per the field notes shown on this survey and correctly
shows (i) the boundaries and areas of the subject property and the size, location. and type ofbuildings
and improvements thereon and the distance therefrom to the nearest faclllg exterior property lines ofthe
subject property; (ii) the location of all rights-of-way, casements and any other matters of record (of w:!ich
I have knowledge or have been advised, whether or not of record) affecting or benefiting the subject
property; (ili) the location of the parking areas on the subject property showing the number ~f parking
spaces provided thereby, (iv) all abutting dedicated public streets providing access to the subject property,
togelher with the width and name thereof; and (v) all other significant items on the subject property;
\ 8
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?-14-o{ f?8/lScO PER 7TflE {'OMI-II7MEI.IT Vo. Z(}()(}t)348'1 m.I ,{,l ~
7 14 q5 liE-VISE/) IW() AlXltD 8OUAlOARY /NPO/WTArtOIl, REVI:N:D 5Uf(YeYOR'5 G~ \... , ,.."...-
- - CEATlF(CATF: ANf) oex:/Z.IPTtONS ANo A(}I;)~D PA/(J(JN4 TA.8()LATION, ~ \ h!}) ...,......
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.80-93 RcY/5EOc,xflI8/r';C"8'&1/?1tV'G -a:R I c; /
9-/6-93 400{'O ~401Jfl TO 10' ~T1?IP ---.
9- - 3 UPOA1E(} TO CURRmr (!{WO;Tt()I.Jt] ~--
_1.'7_= 4Pf)CZ} "u()TtS .Rc"/O .FaJT ffA'IPS 4<.LO ~
.:..' fJ CP77o<UL .A.!URSDiY ;:?a:!fJ lJ,RIt/6~Y L.LC477acJ9 TSc /11$(, :;lO.--
Zt5.93 ,Ro/tbE~!17Jfygb~~ d~f39f;jJ/ft~~~~fJ:t;) 75E ~ K....
REV I 5 ION S DRN. eKD. APP.
DATE
LaBeLl€ PLAZA
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Easement in favor of Florida Power Corporation recorded February 28, 1983, in Official
Records Book 5479, page 130, of the public records of Pine lias County, Florida.
(PLOTTED HEREON)
4.
Electrical Power - This property 1S served by overhead and underground
electrical distribution lines from Belleair Road (south property), and
service is provided oy Florida Power Corporation.
T~lephone - This property 1S served by undergrounc telephone distribution
~ 1nes f~om Nursery Road (north of eX1st1ng north boundary), and serV1ce
11S prov1ded by General Telephone Company (Verizon).
(b) except as shown on the survey. there are 110 (I) encroachments upon the subject property by
improvements on adjacent property, (il) encroachments on adjacent property, streets, or alleys by any
improvements on the subject property; (iii) party walls; or (iv) conflicts or protrusions. The exceptioi:s
to the above statements are as follows' Please see improvements as detaIled on this survey.
4
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Sidewalk Easement in favor of Pine lias County recorded January 29. 1990, in Official
records Book 7184. page 2105, of the public records of Pinellas County. Florida.
(PLOTTED HEREON)
5.
(c) adequate ingress to and egress from this subject property tS provided by Belleair Road and
HIghland Avenue, the same belllg paved, dedIcated publ1c nghts-of-way mallltallled by PlIleI1as County;
NO! ~ C~ [~n rV [~ n
l~ i'\~1 III' ~
I~ il! II'
UI AUG 2 3 2001 I L II
~ ~~~W~~€~lOPMl~Nrs~1
~ Ie
~
~ Dr, Dushyant K, Gulati
~ 186 Bayside Drive
~ Clearwater, Florida 36430
~ Phone: (813) 444 4495
I~
~
PI'ucUA5
DATE: FE8,/8 ~9q3
DES
DAN 411/5
CKIJ
SC,~LE: I" '" 4(}'
'l50000208
CtJUN'Tv'
APPROVED BY:
5'~~'uom?4S
FILE
RSOI-vlf'; )
RtJRIOA
TVP/C4f. tJET~/L OF OOf/BLE
P41VT STRIPE PAI?I<IJ./G 5PACE5
8
PARKiNG WITHIN EASEMENT =
(INCLUDING 13 SPACES ALONG PROPERTY LINE)
PARKING FOR LANDOWNERS' USE =
Easement in favor of the city of Clearwater. Florida. for water lines and for ingress and
egress purposes recorded March 8, 1990, in Official Records Book 7218. page 1527, of the
public records of Pinellas County, Florida.
(BLANKET IN NATURE - NOT PLOTTED HEREON)
@ Sidewalk Easement in favor of Pinellas County. recorded July 1. 1993, in Official Records
~ook 8324, page 828. of the public records of Pine lias County, Florida_ (Affects Parcr '.
(~TTED HEREON)
@ TermS,-conditions, provisions, obligations and easements as contained in Reciprocal )
.Ease ent, Restrictions and Operation Agreement recorded July 1. 1993. in Official Re~rds
_ 8324. page 831; Amendment recorded October 7,1993. in O~ficial Records B k
8428-.---page 2327, of the public records of Pinellas County, Florida.
(PLOTTED -AEREoN1--- _--
NOTES:
l// Cl/tf/ ITY
I" = "Z(J()()'
AfAr?
378 REGULAR SPACES
+ 12 HANDICAP SPACES
+ 4 SHOPPING CART
RETURN SPACES
59 REGULAR SPACES
+ 2 HANDICAP SPACES.
47 REGULAR SPACES
+ 1 HANDICAP SPACE
TOTAL NUMBER OF SPACES SHOWN HEREON = 503 SPACES
i.
THIS PROPERTY IS IN ZONE X. PER FLOOD INSURANCE RATE MAP, COMMUNITY-
PANEL No. 1250960016 D. INDEX DATED AUGUST 18,1992.
ELEVATIONS SHOWN HEREON ARE BASED ON PINELLAS COUNTY BENCH MARK
No. 1227, ELEVATION 60.757. N_G.Y. DATUM -1929', +/-0.3'.
THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A TITLE COMMITMENT
ISSUED BY THE CHICAGO TITLE INSURANCE COMPANY, COMMITMENT No.
200003489, EFFECTIVE GATE NOVEMBER 27, 2000 AT 11:00 P.M.
(d) all required building setback lines on the subject property are located or noted as shown hereon;
--.'
, ~~~.-
(e) the property does not lie (Federal Emergency Management Agen '. "._,..~ e X) within a flood
,.~ . ~-" .
plain or flood prone area; :,,;,'IIH1il:-:' " ^ ". c
.~<", \~TC"_~6ol#*,,:'-~~<~~~-, [:~~~-
. ~ C":i "'-'\,-:- "_ ~;"".;-,",",~-c,..;$-"!-'J:"
(f) that this survey meets the Minimum Technical Standards fo~\i"~~%i~itl.:t.li.e~State of
Florida(Chapter61G17-6F_A.C.)" ....~~ o~... ~\
~) iG:'. ~::~-:~,_':~;._~1 t~:-:
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..""",,-.~. <.u y,- .J.::.l\,JoV\;.ja.y......... ,-. -.." .
FloridCll J~.~!esi!~.:s.:~or~~~ No.LS1762
THIS SURVEY IS NOT VALID WITHOUT THE
ORIGINAL RAISED SEAL AND SIGNATURE OF
A FLORIDA LICENSED SURVEYOR AND MAPPER.
LLOVERAS
BAUR & STEVENS
SHEET
PARKING TABULATION:
PARKING ON SITE =
2.
3.
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,
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.
FLA. ENGINEER'S REG. No.
FlA lAND SURVEYOR'S No.
85.18
17tl1Z
()-. OUNTRY VILLA PLAZA
CONSULTING ENGINEERS - LAND SURVEYORS
1-727 -784,3965
29228 U.S_'" N.
I
CLEARWA TER, FLORIDA 33761
OF
.,
BOUNDARY SURVEY
FA~: 78t1-8/5:J
JOB NO.
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(4) HOLLY TREES
(102) CARISSA HOLlL Y
"1'1- _~__
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(6) QUEEN PALMS
(87) 'WAX JASMINE
--i[--
. --
12"
EX, PALM TREE
TO REMAIN
.,,~
(3) LIV
(147) IND, HA'WTHORNE
(64) CARISSA HOLLY
(4) HOLLY TREES
(83) 'WAX JASMINE
(82) 'WAX JASMINE
(12) QUEEN PALMS
SI
(26) FAKAHATCHEE GRASS
(9) SPIDER LILY
(3) CRAPE MYRTLE
----------
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- - - ~~~ - - -- - - - -=:C - - - - - - -~' - - - - - ~,.r"t~~oMCE- - -
------------- -- ------- ----
.------- ACC[]_/[JECEL_
ALONG TOP CENTERUNE OF WALL_
L_A N E
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j - 4" EARTH SAUCER
REMOVE BURLAP
FROM TOP 1/3 OF BALL
M'PROVED TOPSOIL BACKFILL
W/PEAT MOSS/FERTlLlZER MIX.
EXISTING SOIL
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DATE
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SCALE
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JOB NO.
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LEGAL DESCRIPTION
PARCEL 1:
A PARCEL OF LAND IN THE SOUTHWEST 1/4 OF SECTION 23, TOWNSHIP 29
SOUTH, RANGE 16 EAST, PINELLAS COUNlY, FLORIDA, BEING MORE PARTICULARLY
DESCRIBED AS FOllOWS: COMMENCE AT THE NORTHEAST CORNER OF THE
SOUTHEAST 1/4 1/4 OF THE SOUTHWEST OF SECTION 23, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, PINElLAS COUNlY, FLORIDA, AND GO NORTH 89'07'51' WEST,
800.38 FEET ALONG THE CENTERLINE OF NURSERY ROAD; THENCE LEAVING SAID
CENTERLINE, SOUTH 00'21 '40" EAST, 360.44 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 00'2 1" 40" EAST, 719.93 FEET; THENCE SOUTH 00'44'35" WEST
192,00 FEET TO A POINT ON THE NORTH RIGH-OF-WAY LINE OF BELLEAIR ROAD;
THENCE NORTH 89'15'25" WEST, 295.11 FEET ALONG SAID NORTH RIGHT-OF-WAY
LINE; THENCE LEAVING SAID NORTH RIGHT-OF-WAY LINE, NORTH OO' 19'11' WEST,
192.03 FEET; THENCE NORTH 89.15'25" WEST, 210,00 FEET TO A POINT ON THE
EAST RIGHT-OF-WAY LINE OF HIGHLAND AVENUE; THENCE NORTH 00'19'11' WEST,
496.67 FEET ALONG SAID EAST RIGHT-OF-WAY LINE; THENCE lEAVING SAID EAST
RIGHT-OF -WAY LINE, NORTH 89.40'43" EAST, 245.00 FEET; THENCE NORTH
OO' 19'11' WEST, 211.81 FEET; THENCE NORTH 89.40'43" EAST, 263.09 FEET TO
THE POINT OF BEGINNING.
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE X PER FLOOD INSURANCE RATE MAP 125096 0016 D
MAP REVISED: AUGUST 19, 1991
I I
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SECTION 23 , TOWNSHIP 29 S, RANGE 15 E
CITY Of CLEARWATER
PINElLAS COUNTY, FLORIDA
.... . I.' .
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SITE DATA :~ 1
~ f ~;
i .----;p
, EXISTING (E) PROPOSED (P) TOTAL (E+P) RE_QUIRED __JI
.
C C C ---
ZONING:
--,.--....-
GL GL ---
LAND USE:
.. ~_._,-
! SHOPPING CENTER SHOPPING CENTER ---
USAGE: SHOPPING CENTER ..--1
,..--
580,742 S.F, i
I 13.33 ACRES SAME SAME ---
LOT AREA:
~ .. ~--- ,-.--.
BUilDING COVERAGE: 85,950 S,F, REMOVE ADD 87,317 S.F,
---
(S,f'. &: % OF GROSS SITE) 11,6% 42,888 S.F, 44,255 S.F. 15.03%
~-----
GROSS FLOOR AREA (S.f'.): _. REMOVE ADD 318,408 S.F.
85,950 S.F, 87,317 S.F,
f'.A.R.: 0.12 42,888 S.f', 44.255 S.f'. 0,15 0,55
.. .. -.-..--.
FRONT:(HIGHLAND AVE,) 272' 253' (NEW) --- 25'
-......-...-
, SETBACKS: SIDE: 42.5' (EXIST,)
42,5' MIN, --- 10'
'-
REAR: 24.9' 24.9' (EXIST,) --- 20'
35' MAX. 35' MAX, 25.8' 25'
, HEIGHT:
.. --,.-
PAVED VEHICULAR USE AREA: 289,674 S,F, 297,352 S.F, --- ---
. (V.U,A,)
I IMPERVIOUS SURf'ACE RATIO: 375,624 S.F, 343,521 S.F, 384,669 S.F, 0,95
(I.S,R,) 0,65 0,93 0,66
OPEN SPACE: .1 25,154 S.F, 196,07.3 S.F.
205,118 S.F, 1.05
(S.F, & % Of' GROSS SITE) 35.32% 6,8% 33.8%
, PARKING LOT INTERIOR LAN DSCAPI NG: 4,798 S.F. 9,908 S.t, 9,908 S.F.
---
(S,F, & % OF V.U,A.) 1.70% .3,46% 3.46%
PARKING: 473 SPACES 455 SPACES 455 SPACES 4.37 SPACES
,.-
PARKING CALCULATIONS: 87,.317 SO, FT, @ 5 SPACES I 1,000 = 4.37 SPACES
'" ,..
.'"'
LEGEND
EXIST. ELEVATION
\)0
().
'-..
x
EXIST. CONTOUR
10 '
NEW ELEVATION
+ 10.00
NEW CONTOUR
EXIST. STORM SEWER
- - -10- -
NEW STORM SEWER
-
NEW UNDERDRAIN
1 ..__._.__._,
EXIST. SAN. SEWER
NEW SAN. SEWER
-1_1_'-
EXIST. WATER SERVICE - - - - - - - - -
NEW WATER SERVICE - - - - - - - - -
NEW INLET .
NEW SAN. MANHOLE e
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
C.O.
- , -lj]- , -
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER
..............- ..........
4
POINT OF CONNECTION
OF NEW UTILl1Y TO EXIST.
M
B.F.P.D.
F.H.A.
F.D.C.
T.B.O.
T.&V.
METER
BACKFLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
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NES Comm.: 0111 I
I Drawn By: B.J,V. l
I
I Checked By: H.G. I
I
I Issue Date:
Revisions:
No. Date
08/23/01_1
Descri~ion -'-'1
I
I
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-I
.----1
-[
,
-I
--I
I
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---~
~ DESIGN/DEVELOPMENT i
o PERMITTING & BIDDING I'
o CONSTRUCTION DOCUMENTS;
I
Fmn lr:
-~
SITE..PlAN APPROVED ------:
~::'~~{<P~;>-fOJD [ ,~J Is [I Wee ~
Egt~;E~ubr..~~~'.;'~..~~~~ ill
DATE _ I z .7;:, .~ ~.. &DiroIm).' . :'"'ppiMEW VCS
._'Cj'l~ O~~L~ARV\iATEI
INDEX OF SHEETS
C1.1 CIVIL SITE DATA
C1.2 CIVIL SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING, DRAINAGE,
& UTILITY SITE PLAN
C5.1 BUILDING SERVICE
CONNECTIONS
C6.1 CIVIL SITE DETAilS
C6.2 CIVil SITE DETAILS
L 1.1 LANDSCAPE SITE PLAN
l1.2 LANDSCAPE SITE PLAN'
-
-"-'1
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THIS DRAWING IS At4(rNSrR\JM~ 'Of RV,JCE4JO' SI-W-l REMAIN THE PROPERTY OF THE
ENGINEER. AND SHAlL NOf.~ .' UGED. PUBUSHED OR USED IN m-f WAY WITHOUT
THE CONSENT OF.1t'E,;;OIGJt~~':'-I.;?';:' . ".@<;qPYRIGHT 2001 NOT PUBUSHEO
J, ,~r:, :1~~.. 11/28/0/
. K' ". . .....'..~ :',. . ~j ~1 c.:. ~. . . ';7
.... . .- . ,"'.f> r. . <.
, .., . :6.122885
, COPIES-';;5F.'T\-1ESE rpfA~S' Asi.,.NOT VAUD UNLESS
, EMBOSSEO, WITH '1'HE SIGNING,ENGiNEER'S SEAL
".,' ".: ~ r( "', ~ .; '.', ,," ."
--'---'1--
C1.1
I
.I
CLi.!ARIHO AND GRUBBING NOTIS
SAN,'r AilY SIl!Wifrt TIfS"nNG At40 INS~l!CTION RiI!QUIRE"l!ttY$
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTlON
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBIUlY TO MAINTAIN THESE TREES IN GOOD CONDITlON. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITIEN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTlON IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR Tl~E SOILS TESTING
COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
1. ALL GRAVllY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTlON BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTlON.
2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATlON TEST ON ALL GRAVllY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATlON AGENCY HAVING JURISDICTION
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPO PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFlCATlON OF All PARTIES IS THE CONTRACTOR'S
RESPONSIBILliY.
J. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATlC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAYING JURISDICTlON. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATlON AND NOTlFICATlON OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBIUlY.
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDII-.JG THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
PINELLAS COUNTY RIGHT OF WAY NOTIS
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1. ALL PROPOSED WORK MUST COMPLY WITH FOOT INDEX NO. 700.
2. ALL R.O.W. INSTALLATlONS WILL BE IN ACCORDANCE WITH PRACTlCES REFERENCED
IN THE STATE OF fLORIDA UTIUTIES ACCOMMODATIONS MANUAL
J. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELLAS COUNlY LAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES;
REFERENCE FOOT INDEXES 600 THRU 650.
5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPUSHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED.
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH MSHTO T -99( 100").
7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100" OF MAXIMUM
DENSllY AND SODDED.
8. ANY PORTION Of THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINELLAS COUNlY HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNiY
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAfFIC IS TO BE MAINTAINED AT AlL TIMES.
10. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED.
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL.
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT.
11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWAU<S ARE TO BE
SWEPT DAILY AS PART Of DAILY CLEAN-UP.
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3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTlONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTlON.
4. THE TOP 4- TO 6- OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER.
I
WATER/SEWER CLI!ARANCe REQUIREMENTS
VERTlCAL CLEARANCE AT CROSSINGS
GAVliY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE Of 18 INCHES BElWEEN 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 EUIDISTANT FROM THE POINT 00 CROSSING WITH NO
LESS THAN 10 FEET BElWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
J. LOCATIONS, ELEVATlONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATlON AVAILABLE
AT THE TIME OF PREPARATION Of THESE PlANS. THE CONTRACTOR WILL VERIFY
THE LOCATlONS, ELEVATlONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTlON IN AREAS Of BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTlCE TO THE VARIOUS
UTIUiY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE-
AT 1 -800-432-4770. MINIMUM Of 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE- PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VlCINI1Y OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTlON.
CLEARING AND GRUBBING NOTES rCON'TI
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFf-SITE IN ACCORDANCE WITH APPLICABLE REGULATlONS. ONLY -GRADING BY
HAND- IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBIUiY TO NOTIFY ALL UTIUiY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACIUTlES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOUTION 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 OWNER AND REQUESTING
A ClARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINllY 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.
10. ALL EROSION AND SilTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLillD, THE RETENTION/DillNTlON AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PlANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATlON OF ADJACENT PROPERiY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WEl"U.NDS.
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WATER/SEWER CLEARANCE REQUIREMENTS rCON'TI
PINELLAS COUNTY RIGHT OF WAY NOTES rCOWTI
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BEN/EEN JOINTS):
B. THE SEWER SHALL BE INSTALLED WITH DJ.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 FT. LINEAR SEPARATION BElWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSU~E WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICUlAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTlON.
12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION.
1 J. DISTVPBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF
MAXir"UM DENSllY AND SODDED.
14. DO NOT DISTURBED EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURJED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUNlY HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
15. PROVIDE A MINIMUM OF 3- COVER OVER UTIUTIES AT ALL DITCH CROSSINGS.
16. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION Of THE PINELlAS
COUNTY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
17. THE PERMITTEE'S ATTENTlON IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFElY
ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFElY AND HEALTH
HEAL~H ADMINISTRATlON EXCAVATION SAFElY STANDARDS (29 CFR SECTlON 1926.650,
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE
PURSUANT TO THIS PERMIT.
8. IT IS THE CONTRACTOR'S RESPONSIBILllY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURF TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6- LAYERS UP
TO A LE.VE:L OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACTED TO 100" MAXIMUM DENSllY AS
DETERMINED BY MSHTO T -99
12. SITE \;V(;:~K CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH Of AT LEAST 3,000
P.S.1. IN 28 DAYS, UNLESS OTHERWISE NOTED.
1 J. ALL PRIVATE AND PUBLIC PROPERiY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITlONS UNLESS
SPECIFlCJ..LLY EXEMPTED BY THE PlANS. ADDITlONAL COSTS ARE INCIDENTAL TO
OTHER C0NSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL D!s-rm8ED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MUL(.'-l:' TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, I.CCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN 03.'AINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND cr :CR EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGUUTCRY AGENCY AND ENGINEER OF RECORD.
15. THE 5(,";'~ ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRU) BY THE LOCAL REGULATORY AGENCY, AND THE fLORIDA DEPARTMENT OF
TRANSPORTATlON (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRU(:TION SITE SAFElY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATlON BElWEEN PARALLEL LINES
GRAVliY SEWERS OR FORCE MAINS 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 10FT. 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 ELEVATlON 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.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTlCAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATlONS
WHEN THE RECLAIMED WATER UNE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION Of RECLAIMED WATER LINES AND DOMESTlC WATER UNES
SHAl.t BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CtNT~R) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BElWEEN RECLAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTlCAL SEPARATlON SHALL BE MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER LINE IS TRANSPORTlNG WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10FT.
:~ORIZONTAL AND 18 INCH VERTlCAL SEPARATION SHALL BE MAINTAINED BElWEEN THE
;'ECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
lHE STRUCTURAL INTEGRllY AND PROTECTlON OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTlCAL SEPARATlONS
AS STlPULATED ABOVE, DEP MAY ALLOW DEVlATlON ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVlATlON MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
WATER SYSTEM NOTES
NES Comm.: I
0111
Drawn By: B.J.V.
Checked By: H.G,
1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON ClASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-1 1 1. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
~. ALL PVC WATER MAINS ... - THROUGH 12- SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 15FO AND MEET THE REQUIREMENTS Of SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
S. WATER MJdN PIPING OF LESS THAN 4" SHALL BE PER ASTM 02241-89.
7. AlL FITTINGS 2- AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE lYPE JOINTS.
8. ALL GATE VALVES 2- OR lARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETlNG THE REQUIREMENTS Of AWWA C509.
9. ALL F"IRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPHOVED BY THE LOCAL UTILliY AND FIRE MARSHALL.
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTlON SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATlON SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTlATION FROM POTABLE WATER PIPING.
CONTRACTOR'S RESPONSIBILITY NOTI!
IT IS THE CONTRACTOR'S RESPONSIBILliY TO PERfORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTlRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN. NON-CRACKED, NON-RUSTING,
WITllOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WIT:l NEW APPEARING FINISHES, AND OPERATlNG AS ORIGINALLY DESIGNED OR
NiENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FlRST CLASS CONDITlON MEETING INDUSTRY WIDE
STANDARDS IN QUALIlY AND PERFORMANCE THROUGHOUT THE ENTlRE PROJECT AREA
BU!I.DING(S) AND SITE (REGARDLESS Of WHETHER AN AREA IS SPECIFlCALLY IDENTIFI!":.D
WITl~IN THE DRAWINGS AND SPECIFICATlONS OR NOT) UNLESS A PARTlCULAR AREA H\S
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
cm TRACTOR HAS THE RESPONSIBILliY TO PROTECT THE EXISTING BUILDING(S)
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COliRSE Of THE WORK, ANY AREA Of THE BUILDING(S) AND/OR UTIUTlES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
ARfA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTlON, THE
CONI"RACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
--'j
Issue Date: 08/23/01
Revisions:
No. Date Descri tion
GRADING AND DRAINAGE NOTES
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN
PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILllY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATlON OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
1. ALL DELETERIOUS SUBSTANCE MATERIAl. (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PlANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTlNG EXCAVATING AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PI PE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTHERWISE NiOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOTED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAfFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS 10 SOD THE RETENTION/DETENTlON POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH.
~ DESIGN/DEVELOPMENT 1
I
o PERMITTING & BIDDING I
o CONSTRUCTION DOCUMENTSi
j
W A TIR SYSTEM TESTING AND INSPECTION REQUIREMENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATlONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE Of
PERFORMING TESTS.
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTiNG PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS 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.
22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL 8E COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITlON.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATlON, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATlONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT Of LABOR AND EMPLOYMENT SECURliY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATlm.)S OF THE SAID UTIUTIES. ANY UTIUlY WORK PERfORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILllY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES.
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTlON OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BESi RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PlANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
'PERMITTING. DEVIATlONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
SAN IT ARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURtiY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
2. NEW WATER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTlON WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING Of NEW WATER MAINS SHALL CONFORM WITH COUNlY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTlL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNlY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
IT WILL BE THE CONTRACTOR'S RESPONSIBILllY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREfUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
SANIT ARY SEWER NOT!S
PA VING, GRADING a DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. ALL SANITARY SEWER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS & SERVlCE LATERALS SHALL BE CONSTRUCTED OF
POLWlNYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTlON DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFlCATlONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER Of
ANY CONfliCTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFlCATlONS DESIGNATION
D-3034-nC, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATlON SECTlON D2321.
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
e. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2- WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
-FORCEMAIN-.
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. AlL SANITARY SEWER GRAVliY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D.I.P. ARE TO BE POLYLINED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VlSUAL INSPECTlON BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL.
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTlL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATlNG THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION Of THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
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1. TRENCH EXCAVATlON
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFElY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RillNTlON AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBIUlY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTlON TO AVOID FLOODING OF THE ADJACENT
PROPERTIES. ANY flOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILllY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
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PAVING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTlNG PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL.
2. THE CONTRACTOR IS TO PROVlDE A 1/2- BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT Of CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAfFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BElWEEN THE PAVEMENT ELEVATION AND THE TOP Of THE PIPE OR BELL IS LESS
THAN TWELVE (12) INC:HES.
5. STANDARD INDEXES REfER TO THE LATEST EDITlON OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS.-
6. PAVEMENT IN THE PROPERiY SHALL CONSIST OF 1-1/2- ASPHALT,
WE PC-3, ON 6- UMEROCK BASE COMPACTED TO 98" OF
MAXIMUM DENSliY, ON SUB-BASE COMPACTED TO 98" OF MAXIMUM
DENSllY PER MSHTO r -180.
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TOP 5391' STRUCTURE BOX., MANHOLf
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DEMOLITION NOTES
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14 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF LU ~w
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, C D. 1t)..J
AND POLE BASE SHALL BE FILLED WITH APPROVED 40 80 ..-(.)
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSITY.
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
TELEPHONE CABLES, GAS LINES,
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LEGEND
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CONCRETE
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REMOVE EXISTING STRUCTURE AND FOOTING.
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15 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
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DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND
CITY OF CLEARWATER.
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TOP 52,93'
iNV. 46.23'
NEW WALL GRA TE INLET
TOP EI.. 042' TOP 53.91'
ABO~ PVMT. GRADE iNV.49.16'
SLOT 53.16'
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CONTROL -
STRUCTURE ......
TOP 58.02' ......
INV. 49.22'
SLOT 52.62'
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NEW BUILDING
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1. EXISTING PONDS MUST BE CLEANED OUT PRIOR TO C.O., POWER
WASH THE INSIDE OF THE POND WALLS.
2. ALL SIGNAGE MUST MEET CODE, INCLUDING THE EXISTING GROUND
SIGNS ON HIGHLAND AVE. AND BELLEAIR ROAD. ATTACHED SIGNAGE
MUST MEET CODE.
3. REMOVE EXISTING GROUND SIGNS NO LATER THAN MARCH 15, 2002.
A BOND FOR 125% OF THE COST ESTIMATE FOR TAKING THE SIGN
DOWN MUST BE ISSUED; BOND TO EXPIRE ON MARCH 30, 2002.
4. ALL SIGNAGE FOR THE CENTER SHALL BE OF LIKE DESIGN.
5. ALL WORK IN HIGHLAND AVE. WILL REQUIRE COUNlY PERMIT.
6. ALL MECHANICAL EQUIPMENT ON ROOF OR GROUND MUST BE SCREENED.
EX. ASPHALT PAVEMENT
TO BE SEAL-COATED AND
RESTRIPED
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REPAIR EXIsT. 8' HIGH WOOO FrNC[ "I -. /
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I Issue Date:
Revisions:
No. Date
08/23/0-1-1
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Descri tion
!8l DESIGN/DEVELOPMENT
o PERMITTING & BIDDING i
o CONSTRUCTION DOCUMENTsl
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ENGINEER, AND . ., ~~ ;R'ROO\{(;,~f)~f!.iBU HED OR USED IN Nf"( WAY WrrnoUT
~CO..N..OO.......'......~.......1[t....{..i...~..'..G..'.I.N.;E' ~.' . i...!..~..'..,t..,..tJ~ll~.'.........,I~.. CQPYR. IGKT 2001 NOT PUBLISHED
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\fc6pl.e:s. Of:"THESE . Pt.AN~A8.E NOT VALID UNLESS
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SEE PlAN
PIL
PlACE SOO 'It'
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITlVE DRAINAGE (4:' f.4AX)
f.4EET EX.
, "''''''''.~ COMPACTEO GROUND
SEE PlAN
PIL
PlACE SOO 'It'
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITlVE DRAINAGE (4:' MAX)
MEET EX.
COMPACTED GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
N.T.S.
1-1/Z' lYPE PC-3
ASPHALT @ 1/4w
PER FT. MIN.
EXCEPT AS NOTED
\\\\=\\\!=\\\I II I III! III! II - e: L1MEROCK BASE
- - ~ F.D.O.T. CERTIFIED
COMPACTED TO
98:l!; MAX. DENSllY
SUBBASE
COMPACTED TO
98:l!; MAX. DENSllY
PARKING & DRIVEWAY SECTION
N.T.S.
~ar..
SANITARY SEWER
CLEAN-OUT DET AIL
N.T,S.
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HANDICAP PARKING STRIPING DETAIL
N.T,S.
UTILITY CONNECTION
A T ALL BUILDINGS
N.T,S.
U.S FOUNDRY 7623
COVER TO BE MARKED
W SEWER CLEANOUi
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
e: PVC
8" MIN. CONC.
ENCASEMENT
e: PVC 1/12 BEND
e: WYE
PLUG
e:x4W REDUCER
(IF REQUIRED)
EACH PARKING
SPACE SHALL BE
CONSPICUOUSLY
STRIPED IN BLUE
AND WHITE PAINT,
AND SHALL BE POSTED
AND MAINTAINED WITH A
PERMANENT, ABOVE-
GRADE SIGN BEARING
THE INTERNATIONAL
SYMBOL OF ACCESSIBILUTY
AND THE CAPTION
"PARKING BY DISABLED
PERMIT ONLY'.
SUCH SIGNS SHALL NOT
BE OBSCURED BY A
VEHICLE PARKED IN THE
SPACE. ALL HANDICAPPED
PARKING SPACES MUST
BE SIGNED &: MARKED
IN ACCORDANCE WITH
THE STANDARDS
ADOPTED BY THE
DEPARTMENT OF
TRANSPORTATION
AND A.DA
PlACE SOD 1/2w
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
FILL GROUND AROUND
BLDG. TO 3w BELOW
FIN. FLOOR ELEVATION
&: SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2:l!;
.
'.
COMPACTED GROUND
PLACEMENT OF
SOD AT PA VIEMENT
N.T,S.
GROUND PREPARA rlON
A T ALL BUILDINGS
N.T.S.
ROOF DRAIN
NEW SURFACE
(SEE NOTES 1 & 2)
FIN. GROUND
EXIST. SURFACE
VARIES .1
unUlY WITHIN 5' OF BLDG.
B'f PlUMBING CONTRACTOR.
FINAl CONNECTION B'f PLUMBING
CONTRACTOR UNLESS OTHERWISE
COORDINATED B'f "!liE G.C,
REPAIR OF PAVEMENT NOTES:
1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. lYPE S-3.
3. BASE MATERIAL SHALL BE PlACED IN e: COMPACTED lAYERS
TO 98% OF MAXIMUM DENSllY AS DETERMINED BY MSHTO
T -180 lAB REPORTS ARE REQUIRED,
4. BACKFilL FOR TRENCH SHALL BE PlACED IN 12" COMPACTED
lAYERS TO 1 00% OF MAXIMUM DENSllY AS DETERMINED BY
MSHTO T -99, lAB REPORTS ARE REQUIRED.
REPAIR OF PAVEMENT CUTS
N.T.S.
'8" MIN. VERTICAL CLEARANCE
I
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~~.. ..f!Jt/IA.~~
~~ 10'~ 10' I
n :2 WATER t.WN OR
STOR'" DRAIN O.l.P. IS USED IN PlACE OF P.V.C.
FOR A f.lIN. Of' 10' EACH WAY
+ FRO... t OF WATER t.WN WHEN
THE VERTlCAl. CLEARANCE BETWEEN
I WATER & SEWER f.IAINS IS 18" OR LESS.
18" OR MORE VERTICAl CL I
--1?~W~##~~~
P.V.C. OR V.C.P. ~lnTl:..
SAN. SEWER GRAVITY f.IAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAV1lY
MAIN IS NOT PERMITTED.
GRADE
--.;:r-
~:i
_q: WATER t.WN n:i
+
10' MIN.
HORIZONTAL Cl.EARAN:;$-E I ...
STORM SEWER .
OR SAN. SEWER
GRAVllY MAIN
VERTICAL CLEARANCE
HORIZONTAL CLEARANCE
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
BLUE
BACKGROUND
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;n
PARKt.JG BY
DISABlED
PERMT
ON.. Y
WHITE
BACKGROUND
WHITE
BACKGROUND ~
$255 FtE -
F,S. 318.14 ~
SYMBOL SHAll BE 5 FT,
HIGH & WHITE PAINT COLOR
3" f5' 3"
FTP - 55
HANDICAPPED PAVEMENT SYMBOL
N.T.S.
,
J
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
PlACE CONC.
SLAB/WALK
4w BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4w
PER FOOT
10:1 MAX. SLOPE
SOD
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to
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POST OPTIONS:
2" x4w OR 2.oDIAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T,
SPECS. OR EQUAL
EXIST.
GROUND
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3'
MIN.
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NOTES:
1. PROVIDE S'xS'x4.
THICK CONe. SLAB
o AlL EMERGENCY EXITS,
2. CONFORM TO AIlOVE
DETAIL FOR PlJIC.NG
WAlKS '" T "!liE BLOGS.
FILTER FABRIC
EXIST.
GROUND
OPTIONAL
POST
POSITION
PRINCIPLE POST
POSITION, CANTED
20' TOWARD FLOW
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
MEDIUM BROOM
~ FINISH CONC. WALK
r FINISH GRADE TO
1w BELOW
EDGE OF WALK
2' lEVEl. 2' lEVEl.
SHOUlDER VARIES (SEE PlAN) SHOUlDER
,- SOD -I' SLOPE 1/4w PER FOOT i ~ SOD -I
1111=1111-1,' , -.:- 14".". ,. ';...: --111=111
-. ilil~lill= ill =1111 -
~ COMPACTED FILL OR
UNDISTURBED SOIL
1-1/2"R
1/2" WIDE
WHITE BORDER
AND SYMBOL
1w SERIES wr:'
LETTERS
1/'1' BLACK
BORDER
1.5w
lw
lw
1w
1S
NOTE:
PROVIDE 1/4w
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C" OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER,
CONCRETE W ALK DETAIL
N.T.S.
3/4w SAMPLING
COCK
SAMPLING
ARRANGEMENT
INSTALL Z' PLUG
(AFTER REMOVAL
OF SAMPLING
ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINELlAS COUNlY
HEALTH DEPT.
ENGINEERING DIY.
CLWTR. OFFICE
538-7277
BLOW-OFF &
SAMPLING POINT
N,T,S.
SIGN SPECFlCA TIONS
1 . 18" x 12" LOGO SIGN
2. 2 SIGN COMBINATION
REFLECTIVE SHEETING
3. LETTERS TO BE
1w HIGH SERIES "eo
4. SIGN TO BE MADE OF
ALUMINUM
5. POST TO BE MADE OF
GALVANIZED STEEL
(SEE DETAIL)
6. SIGNAGE PER A.DA
REQUIREMENTS
HANDICAP PARKING SIGN DETAIL
N.T.S.
SILT BARRIER DET AIL
N.T.S.
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EXIST. SURFACE
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EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/Z' RADIUS
VERTICAL CURB
PAVING
I NES Comm.: 011 '1 i
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B.J,V. ,
Drawn By: I
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1111== .' 4W ..: ..:
-- 1111-1111'"
COMPACTEO FIll' ~= -'- . . ,
OR UNDISTURBED
SOIL
SAW-CUT EXIST.
EDGE OF PAVEMENT
&: BASE
BASE
f UTIUlY (i.e. SANITARY
SEWER, WATER SERVICE.
FlRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' fROM BLDG.
~
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III" . - III'.
.-:~ ..... 'IITI =JII
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f---=--1' I:
NEW SURFACE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4'
CONTROL JOINTS
@ 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
&: 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURB/W ALK DET AIL
EXIST. BASE
NEW BASE
NEW SUBBASE
PA VEMENT TRANSITION DET AIL
Issue Date: 08/23/0'1
Revisions:
No. Date Descri tion
N,T.S.
N.T.S.
TOOLED GROVES
3/8" WIDE, 3/8"
DEEP, 3" O.C. TO
BE MADE AT INITIAL
POURING
/ /
CURB
!8l DESIGNIDEVElOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
HANDICAP RAMP DET AIL
N.T.S. ~
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SIGN POST WITH 3/'0'
HOLES DRILLED
ON ,W CENTERS
o
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FINISHED
GROUND
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3000 PSI CONC.
~
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SIGN POST DETAIL
N,T,S.
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TOP VIEW
NOTE:
ALUMINUM BARS 0 6" O.C.
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HORIZONIAL
SLOT EL, = @
TOP EL. = C
SLOT WIDTH
{NORTH STRUCTURE 19-1/2'
EXIST. SOUTH STRUCTURE 12-1/2'
PROPOSED {NORTH STRUCTURE 20-1/2'
SOUTH STRUCTURE 12" l
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SPACING PER STRUCTURAL
(DESIGN BY OTHERS)
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MITERED END SECTION DETAIL
N.T.S.
.. .....
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WEST ELEVATION
ROADWAY SUPPORT SYSTEM
(DESIGN BY OTHERS)
1 "=4'(APPROX.)
EXIST. STRUCTURE
TO REMAIN
1 1 '
..
1 '-0"
EL.62.5 EE1--
28' -8"
2 FT. CLEAN SAND- THIS FILTRATION
MEDIA SHALL HAVE A UNIFORMITY
COEFICIENT OF 15 OR GREATER AND
AN EFFICTIVE GRAIN SIZE OF 0.20 MM
TO 0.55 MM IN ORDER TO FILTER THE
FIRST 1/2" OF RUNOFF AT A RATE OF
5.42 FT. / HOUR MINIMUM.
EXISTING WALL
TO REMAIN
.
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BOT. OF SKIMMER
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7' -0"
CllY OF CLEARWATER
RET,VOL 0 55.88
8'-0"
-1----
LWL =
EL.54.0
54,936 c.f.
FIRST 1- EL.=53.1
EL.51.7
LWL=51.7
NOTE:
NO CRUSHED SHELL OR N
LIMESTONE SHALL BE
USED AS A FILTER MEDIA.
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El.51.7 12'
AQUATIC PLANTINGS 0
19,784 d.
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NEW
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REPLACING
EXISTING
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VAPOR BARRIER
8" THROAT OPENING
INV. EL. = CD
1-1/2"
SOLID
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FILTER FABRIC SHALL BE PROPE X
4545 AS MANUFACTURED BY AMOCO
FABRICS CO OR APPROVED EQUAL WITH
A PERMEABILITY COEFFICIENT OF 0.20
CM / SEC. (23.68 FT/HOUR MIN.)
NOTE:
TYPICAL SECTION
ROADWAY SUPPORT SYSTEM
(DESIGN BY OTHERS)
1 "=4'(APPROX.)
CONTRACTOR TO PROVIDE STRUCTURAL DESIGN FOR H-20 LOADING, SIGNED AND SEALED
BY REGISTERED STRUCTURAL ENGINEER.
NOTES:
It
1, CONTRACTOR TO REMOVE THE EXSTING FILTER BED
IN BOTH PONDS AND REPLACE TO THE DIMENSIONS,
ELEVATIONS AND SPECIFICATIONS SHOWN.
2. THE EXISTING ORIFICE SLOTS ON BOTH PONDS ARE
TO BE MODIFIED.
3. THE TOP ELEVATION OF SOUTH POND
CONTROL STRUCTURE IS TO BE RAISED.
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79,128 c.f.
STORAGE PROVIDED '"' 28,496 c.f.
FIRST 1. EL.49.34
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METAL
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PLAN VIEW
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SPECS.
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24"
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WIRE MESH
EXISTING MODIFICATIONS
NORTH O,F. SOUTH O.F. NORTH O.F. SOUTH O.F.
STRUCTURE STRUCTURE STRUCTURE STRUCTURE
A 17.22' 20.71' N/C N/C
B 20,00' 25.00' N/C N/C
C 52,73'* 49.00'* 53.64'* 49.67'*
D 52.40'* 48.67'* 53,18'* 49.34'*
E 48.03' 44.33' N/C N/C
F 47.70' 44.00' N/C N/C
G 49.05' 46,05' N/C N/C
H 50.70' 47.00' N/C N/C
I 52.40' 48.67' N/C N/C
J 51.70' 48.00' N/C N/C
K 57.80' 54.00' N/C 54.60'*
L 5.70' 5,63' N/C N/C
M 0.40' 0.37' N/C N/C
N 52.10' 48.37' N/C N/C
* SEE NOTES
N/C = NO CHANGE
'.
OVERFLOW STRUCTURE & FIL TRA liON SYSTEM
N,T.S.
-m1S DRAWING IS AN INSTRlJiAW' 0F S[~ / J ~i1' sHAu. REMAIN -mE PROPERTY OF -mE -
ENGINEER, AND SHAll. No.T P!n~~~ROQiJ,Cf~, PUBJ;SHED OR USED IN /om WAY WITHOUT
JE CO ENT OF -mf~5~91~~~~P~{/:"", \ ..}OPYRIGHT 2001 NOT PUBLISHED
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EXIST. DETENTION AREA SECTION B - B
1 "=5'
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I NES Comm.: 0111 I
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Drawn By: B,J,V. I
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I Checked By: H,G. I
I Issue Date: 08/23/01-1
Revisions:
No. Date Descri tion
181 DESIGN/DEVELOPMENT
o PERMITIING & BIDDING
o CONSTRUCTION DOCUMENTS
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44.1 PROTOTYPE
44,255 S.F.
FIN. FL. 59.5
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EXISTING RETAIL
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N 58.'f
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- ACCEL/DECEL LANE
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ALONG TOP CENTERLIf,E OF WALL
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10
10
HIGHLAN'D AVE.
10. The landscape contractor is responsible for fully
maintaining all planting (including but not limited to:
watering, spraying, mulching, fertilizing, etc.) or planting
areas and lawns until the work is accepted in total by the
landscape architect and the owner.
11. All plants shall be guaranteed for 90 days from final
inspection and acceptance, All trees shall be guaranteed an
additional 180 days.
12. All plants are subject to approval by the owner or owner's
representative. Prior to planting, all trees must be
approved by the owner or owner's representative.
13. All plants and planting areas must be completely mulched as
specified with three (3) inches of Cypress Mulch.
14. Standards set forth in "American Standards for Nursery
Stock" represent guideline specifications only and shall
constitute MINIMUM quality requirements for plant material.
15. All landscaped areas shall be provided with an irrigation
system that supplies 100 percent coverage to all required
landscaping plant material. The irrigation system may consist
of an automatic underground system and/or drip system.
16. The irrigation system shall be designed b minimize root
disturbance to existing trees and other vegetation to be retained.
No irrigation is required within these areas.
LANDSCAPE NOTES:
-.
....-;
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C\J
Symbol Quantity Item Common Narrle Size
~ 8 Quercus virginiana Live Oak 8' ht. 2" cal.
0 72 Trachelospermum jasminoides Confederate Jasmine 1 gal.
~ 46 Hymenocallis latifolia Spider Lily 7 gal.
~ 28 Hex attenuata 'East Palatka' East Palatka Holly 8' ht 2" cal
0 400 Hex cornuta 'Carissa' Carissa Holly 3 gal. 18" x 18"
0 323 Jasminum volubile Wax Jasmine 3 gal. 18" x 18"
00 11 Lagerstroemia indica 'Muskogee' Crepe Myrtle - Muskogee 8' ht 2" cal standrd
$ 696 Raphiolepis indica Indian Hawthorne 3 gal. 18" x 18"
~ 12 Syagrus romanzoffianum Queen Palm 12' C.T.
0 120 Tripsacum dactyloides Fakahatchee Grass 3 gal.
0 82 Viburnum suspensum Sandankwa Viburnum 3 gal. 24" x 24"
iff 208 Lantana camara Yellow Lantana 1 gal., Full
1. Existing trees to be barricaded and saved are marked.
Barricades shall consist of t x 4" lumber spaced no more
than 6 feet apart. Posts to be minimum 4' length with l'
minimum anchored in ground. Posts to be connected with
1" x t lumber rails and shall be securely attached to the
top of upright posts. Any elevation change greater than 2'
shall require tree wells.
2. All plants must be healthy, vigorous material, free of pests
and disease.
3. All plants ~)hall be Florida Grade No. 1 or better
4. All plants must be container-grown or balled and burlapped
as indicated in the plant list.
5. All plants shall be triangulately spaced.
6. Prior to construction the landscape contractor shall be
responsible for locating all underground utilities and shall
avoid damage to all utilities during the course of the work.
The landscape contractor is responsible for repairing any
and all damage to utilities, structures, site apurtenances,
etc.; which occur as a result of the landscape contractor.
17. All proposed shrubs shall be of sufficient height so that
they are a minimum of 24" above the finished pavement
elevntion of the parking area adjacent to the said shrub.
18. All trimming undertaken on a protected tree shall be pruned
in accordance with the ANSI A-300 pruning standards.
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7. All trees must be gutted and staked as shown in the details.
8. The landscape contractor is responsible for verifying all
quantities shown on these plans before pricing the work.
9. All planting shall be done in accordance with acceptable
Horticultural practices. This is to include proper planting
mix, plant bed and tree pit preparation, pruning, staking or
guying, wrapping, spraying, fertilization, planting and
adequate maintenance until acceptance by the owner.
19. All tree roots existing within approved improvement areas and
originating from a protected tree shall be severed cleall at the
limits of the preserved area. Pruning shall be done using a
"DOSKO" Root Pruner or approved equal.
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CITY OF CLEARWATER CODE LANDSCAPE REQUIREMENTS:
*NOTE: CALCULATIONS ARE BASED ON THE PORTION OF THE SITE BEING REVISED
ONLY.
PERIMET.EB
1 SHADE TREE OR 2 ACCENT TREES PER 40 L.F. FRONTAGE REQUIRED
500 L.F. ALONG HIGHLAND AVE. / 40 = 12.5 TREES REQ" 12.5 PROPOSED
1 EX. TREE TO REMAIN (CLUSTER OF 3 PALMS),
23 ACCENT TREES (WHICH COUNT AS 11.5 TREES) PROPOSED
NO LARGE SHADE TREES ALONG HIGHLAND AVE DUE TO OVERHEAD POWER UNES
OVER 75% SHRUB BED AS REQUIRED
INTERIOij
VEHICULAR USE AREA = APPROX. 102.063 S.F.
6% OF V.U. AREA REQUIRED PLANTING = 6,124 S.F.
10,855 S.F. PROPOSED
1 SHADE TREE OR 2 ACCENT TREES PER 200 S,F. REQUIRED
6,124 SF. / 200 = 30.6 TREES REQ., 31 PROVIDED INCLUDING EX. TREES TO
REMAIN
7 EX. TREES TO REMAIN (INCLUDING CLUSTER OF 3 PALMS), 8 SHADE TREES
PROPOSED, 16 ACCENT TREES PROPOSED (WHICH COUNT AS 8), AND 24 PALMS
PROPOSED (WHICH COUNT AS 8)
# REQ. SHRUBS = (.06 X 102,063 S.F.) / 18 = 340.21 REQ., 1,180 PROPOSED
TREE REPLACEMENT
Q TRF = (.75 X 124d OF TOTAL EX. TREES) - 75" OF EX. TREES TO REMAIN = 18"
REQ. REPLACEMENT
lad PROPOSED REPLACEMENT BY OAKS
~ 22" PROPOSED REPLACEMENT BY CRAPE MYRTLES
~ 5~' PROPOSED REPLACEMENT BY HOLLY TREES
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DRAWN BY
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MAC
DATE
10/05/01
SCALE
1/1 = 40'-0/1
JOB NO.
SHEET
L1
20. During land alteration and construction activities, it shall
be unlawful to remove vegetation by grubbing or to place
soil deposits, debris, solvents, construction material,
machinery or other equipment of any kind within the dripline
of a tree to remain on the site unless otherwise approved.
21. All trees to remain must be protected by tree protection
barricades meeting the minimum standards shown on the
attached diagram. Protective barricades shall remain in place
until land alteration and construction activities are completed.
"~ ".
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EAST PROPERfY LINE
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17,528 S.f".
COVEREO
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ACCEL/OECEL LANE
PLANT TABLE
Sym b 01
Quantity
8
72
19
16
309
290
510
28
52
86
82
12
9
Sabal palmetto
Lagerstroemia indica 'Muskogee'
Item
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Quercus virginiana
Trachelospermum jasminoides
Cymbopogon c.
Hex attenuata 'East Palatka'
Hex cornuta 'Carissa'
Jasminum volubile
Raphiolepis indica
Syagrus romanzoffianum
Pennisetum s.
Viburnum suspensum
Lantana camara
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NEW BLDG.
44,1 PROTOTYPE
44,255 S.F.
FIN. FL. 59,5
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TO REMAIN
F.F. 59.23
25.53~ s.f".
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~ EX. RECIPROCAL EASEt~ENT
~ O.R. BOOK 8324. PAGE 831
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~26~PROC EASEMENT
'::: TRIC AND OPERA 11 ON
AG NT O.R. 8324. GE
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· l1e.d.fou n~ (12) Rod raun~.1n Gras ,.".
'Ie i!' IIId.\ (9) Lo""n Gr"":..J (44) V1bo.orn '\.. '. , . EXIST. WAlL "
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J ~ POLE (3) So.b.t PQ",S (3) S.OOI Pal'S - SIDEWALK . ""~
SIDEWALK
EASEMENT
Common Name
Live Oak
Confederate Jasmine
Lemon Grass
Size
10' ht. 2.5" cal.
"
1 gaL, 12 O.c.
7 gal.
8' ht 2" cal
3 gal. 18" x 18"
3 gal. 18" x 18"
3 gal. 18" x 18"
12) C.T.
3 gal.
3 gal. 24" x 24"
1 gal., Full
3 gal. 24" x 24"
8' Ht. 2" cal. std.
East Palatka Holly
Carissa Holly
Wax Jasmine
Indian Hawthorne
Queen Palm
Red Fountain Grass
Sandankwa Viburnum
Yellow Lantana
Sabal Palm
Crape Myrtle-Muskogee
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LANDSCAPE
NOTES:
1 .
Existing trees to be barricaded and saved are marked.
Barricades shall consist of 2" x 4" lumber spaced no more
than 6 feet apart. Posts to be minimum 4' length with l'
minimum anchored in ground. Posts to be connected with
1" x 2" lumber rails and shall be securely attached to the
top of upright posts. Any elevation change greater than 2'
shall require tree wells.
All plants must be healthy, vigorous material, free of pests
and disease.
All plants shall be Florida Grade No. 1 or better
All plants must be container-grown or balled and burlapped
as indicated in the plant list.
All plants shall be triangulately spaced.
Prior to construction the landscape contractor shall be
responsible for locating all underground utilities and shall
avoid damage to all utilities during the course of the work.
The landscape contractor is responsible for repairing any
and all damage to utilities, structures, site apurtenances,
etc.; which occur as a result of the landscape contractor.
2.
3.
4.
5.
6.
7.
8.
All trees must be gutted and staked as shown in the details.
The landscape contractor is responsible for verifying all
quantities shown on these plans before pricing the work.
All planting shall be done in accordance with acceptable
Horticultural practices. This is to include proper planting
mix, plant bed and tree pit preparation, pruning, staking or
guying, wrapping, spraying, fertilization, planting and
adequate maintenance until acceptance by the owner.
9.
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CITY OF CLEARWATER CODE LANDSCAPE REQUIREMENTS:
.NOTE: CALCULATIONS ARE BASED ON THE PORTION OF THE SITE BEING REVISED
ONLY.
PERIMETER
1 SHADE TREE OR 2 ACCENT TREES PER 40 L.F. FRONTAGE REQUIRED
500 L.F. ALONG HIGHLAND AVE. / 40 == 12.5 TREES REQ., 12.5 PROPOSED
1 EX. TREE TO REMAIN (CLUSTER OF 3 PALMS),
23 ACCENT TREES (WHICH COUNT AS 11.5 TREES) PROPOSED
NO LARGE SHADE TREES ALONG HIGHLAND AVE DUE TO OVERHEAD POWER LINES
OVER 75% SHRUBBED AS REQUIRED
INTERIOl~
VEHICULAR USE AREA == APPROX. 102,063 S.F.
6% OF V.U. AREA REQUIRED PLANTING == 6,124 S.F.
10.855 S.F. PROPOSED
1 SHADE TREE OR 2 ACCENT TREES PER 200 S.F. REQUIRED
6,124 S.F. / 200 == 30.6 TREES REQ., 31 PROVIDED INCLUDING EX. TREES TO
REMAIN
7 EX. TREES TO REMAIN (INCLUDING CLUSTER OF 3 PALMS), a SHADE TREES
PROPOSED, 16 ACCENT TREES PROPOSED (WHICH COUNT AS 8). AND 24 PALMS
PROPOSED (WHICH COUNT AS 8)
# REQ. SHRUBS == (.06 X 102.063 S.F.) / 18 == 340.21 REQ., 1,180 PROPOSED
TREE REPLACEMENT
TRF == (.75 X 124" OF TOTAL EX. TREES) - 75" OF EX. TREES TO REMAIN == 18"
REQ. REPLACEMENT
16" PROPOSED REPLACEMENT BY OAKS
22" PROPOSED REPLACEMENT BY CRAPE MYRTLES
56" PROPOSED REPLACEMENT BY HOLLY TREES
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FULL ACCESS
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TRAFFIC
LIGHT
10. The landscape contractor is responsible for fully
maintaining all planting (including but not limited to:
watering, spraying, mulching, fertilizing, etc.) or planting
areas and lawns until the work is accepted in total by the
landscape architect and the owner.
11. All plants shall be guaranteed for 90 days from final
inspection and acceptance. All trees shall be guaranteed an
additional 180 days.
12. All plants are subject to approval by the owner or owner's
representative. Prior to planting, all trees must be
approved by the owner or owner's representative.
13. All plants and planting areas must be completely mul'ched as
specified with three (3) inches of Cypress Mulch.
14. Standards set forth in "American Standards for Nursery
Stock" represent guideline specifications only and shall
constitute MINIMUM quality requirements for plant material.
15. All landscaped areas shall be provided with an irrigation
system that supplies 100 percent coverage to all required
landscaping plant material. The irrigation system may consist
of an automatic underground system and/or drip system.
16. The irrigation system shall be designed to minimize root
disturbance to existing trees and other vegetation to be retained.
No irrigation is required within these areas.
17. All proposed shrubs shall be of sufficient height so that
they are a minimum of 24" above the finished pavement
elevation of the parking area adjacent to the said shrub.
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18. All trimming undertaken on a protected tree shall be pruned
in accordance with the ANSI A-300 pruning standards.
19. All tree roots existing within approved improvement areas and
originating from a protected tree shall be severed clean at the
limits of the preserved area. Pruning shall be done using a
"DOSKO" Root Pruner or approved equal.
20,
During land alteration and construction activities, it shall
be unlawful to remove vegetation by grubbing or to place
soil deposits, debris, solvents, construction material,
machinery or other equipment of any kind within the dripline
of a tree to remain on the site unless otherwise approved.
21. All trees to remain must be protected by tree protection
barricades meeting the minimum standards shown on the
attached diagram. Protective barricades shall remain in place
until land alteration and construction activities are completed.
22. East Palatka Holly trees will be replaced with Dahoon Holly if
they should become deseased.
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SCALE
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WARPJ J J
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FLUSH (35) Indian Ha.llthorne
[,70) 'Wo.x Jo.sMlne f(4) E0.5t Po.lo.tko. Holly
(125) Co.rl5So. Holly
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, FLAG GUYING WIRES WITH
SURVEYOR TAPE
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DATE
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SCALE
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JOB NO.
SHEET
L-2