FLS2003-11056
LEGAL DESCRIPTION:
PARCEL NO. 1
LOTS 21,22,23 AND 24, BLOCK "A" AND THE WEST 1/2 OF VACATED
TIOGA AVENUE, LYING EAST OF SAID LOTS 21, 22, 23, AND 24,
BLOCK "A" ALL LYING AND BEING IN HARVEY PARK, AS RECORDED
IN PLAT BOOK 9, PAGE 94 OF THE PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
PARCEL NO. 2
LOTS 1 THROUGH 12, INCLUSIVE, BLOCK "B" ALL LYING AND BEING IN
HARVEY PARK, AS RECORDED IN PLAT BOOK 9, PAGE 94 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
PARCEL NO. 3
THE WEST 100.00FT. ( 90.00 FT. MEASURED ) OF THE EAST 1/2 OF
THE SOUTH 1/2 OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE
NORTHEAST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP
29 SOUTH, RANGE 15 EAST. LESS THE NORTH 112.00 FT. THEREOF.
PARCEL NO, 4
BEGIN AT THE NORTHWEST CORNER OF THE EAST 1/2 OF THE SOUTH,
1/2 OF THE NORTH 1/2 OF THE SOUTHWEST 1/4 OF THE NORTHEAST,
1/4 OF THE SOUTHWEST 1/4 OF SECTION 22, TOWNSHIP 29 SOUTH,
RANGE 15 EAST ; RUN THENCE EAST, 237.00' (227.00' MEASURED);
THENCE SOUTH , 100.00 FT. THENCE WEST, 237.00' (227.000'
MEASURED); THENCE NORTH, 100.00 FT. TO THE POINT OF BEGINNING.
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FLOOD ZONE INFORMATION
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE "X" PER FLOOD INSURANCE RATE MAP 12103C0108G
MAP REVISED: SEPTEMBER 03, 2003
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SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
WILLIAM C. KEATING R.L.S. # 1528 (ALLIED SURVEYING)
DATED: 11/07/03
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SECTION 22 , TO. SHIP 29 S, RANGE 15
CITY OF CLEARWATER
PINELLA COUNTY, FLORIDA
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PARCELS #:
22/29/15/37602/002/0010, 22/29/15/37602/001/0210, 22/29/15/00000/310/1000
22/29/15/00000/310/1200, 22/29/15/00000/310/1100, 22/29/15/00000/310/1300
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SITE DATA
EXISTING (E) PROPOSED (p) REQUIRED
LMDR LMDR LMDR
ZONING:
RESIDENTIAL URBAN RESIDENTIAL URBAN RESIDENTIAL URBAN
LAND USE:
VACANT 11 SINGLE F AMIL Y HOMES RESIDENTIAL INFILL
USAGE: (RESIDENTIAL INFILL)
70,795 S.F.
70,795 S.F. 1.63 ACRES N/A
LOT AREA: 1.63 ACRES (5,000 S.F. PER
RESIDENTIAL LOT )
DENSITY VACANT 6.7 UNITS PER ACRE 7.5 UNITS PER ACRE
BUILDING COVERAGE: 14,080 S.F.
VACANT 19.8% N/A
(S.F. & % OF GROSS SITE) (1,280 S.F. PER RESIDENT. LOT)
GROSS FLOOR AREA (S.F.): VACANT 13,673 S.F.
.19 0.40
F.A.R.: ( HABITABLE) lQ:f5 PER R_~SID~!'4T, LOT)
FRONT: VACANT 0' N. LOTS SIDEWALK 25'
4' TO PRIVATE ROAD
BLDG. 5'
SETBACKS: SIDE: VACANT 5'
REAR: VACANT 17.5 ' 15'
BLDG. HEIGHT: VACANT TWO STORY 30'
PAVED VEHICULAR USE AREA: VACANT 11,704 S.F. N/A
(V.U.A.)
IMPERVIOUS SURFACE RATIO: 25,784 S.F.
(I.S,R.) VACANT 0.36 0.65
(2,827 S.F.- 0.57 PER LOT)
OPEN SPACE: 45,011 S.F.
100% 64% N/A
(S.F" & % OF GROSS SITE) (2,173 S.F.- 0.43 PER LOT)
PARKING LOT INTERIOR LANDSCAPING: VACANT N/A N/A
(S.F. & % OF V.U.A.)
PARKING: VACANT 22 SPACES 11 SPACES
PARKING CALCULATIONS: 1 PRKG. SPACE PER UNIT = 11 REQUIRED PRKG. SPACES
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EXIST, ELEVATION
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EXIST, CONTOUR
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NEW ELEVATION
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NEW CONTOUR
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EXIST, STORM SEWER .~-,~--
NEW STORM SEWER ',",'"",,",,""""~" -- ',,",'~~'-
NEW UNDERDRAIN ~ IDIn In IR n 1\'lII1!'l!II'" I!!ilI n I
EXIST, SAN, SEWER
NEW SAN, SEWER "'N.'m!!III II!.'!!mD ~ I flf!!lll!'!mIII
EXIST, WATER SERVICE
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NEW WATER SERVICE C''J""" I!JlI II'lI "" .... I!\'illI Il!!II ~
NEW INLET .
NEW SAN. MANHOLE ~
NEW CLEAN-OUT(C,O.) r~?mI!'l
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NEW BUILDING AREA
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NEW ASPHALT
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NEW CONCRETE
TEMP, SILT BARRIER
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POINT OF CONNECTION
OF NEW UTILITY TO EXIS i ,
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BACK FLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
I NES Camm.: 0342 I
I Drawn By: B,J.V. I
I Checked By: H.G. I
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I Issue Date: 10/06/04 I
Revisions:
No. Date Descri tion
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!81 DESIGN/DEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMENTS
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INDEX OF St~J~EETS
C1.1 CIVil SITE Di\TA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 NOT USED
C3.1 STAKING SIYE PLAN
C4.1 GRADING, DRAINAGE AND
UTiliTIES SITE PLAN
C5.1 CIVil SITE DETAILS
C5~2 CIVil SITE DETAilS
L 1.1 LANDSCAPE SITE PLAN
L 1.2 lANDSCAPI~ DETAilS AND
SPECIFICATIONS
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THIS DRAWING IS AN INSTRUMENT ,OF 's~R:\iJc~ ~o' sHkJ. REMAIN THE PROPlJffi' OF THE
ENGINEER, AND SHALL !'lOT BE "RI;P../tOI>UCl;D, flUaLlSHED -QR USED IN ANY WAY WllliOUT
THE CONSENT OF n "EN~INEE~,;- '::- " , 'i' / c,;{C)COF,'YflJGHT ' 20{)4 NOT PUBUSHED
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COPIES OF THESE PLANSARE,f..lOT VAUD UNLESS
EMBOSSED Willi ~E ~tGf.JIN'G ENGINEER'S, SEAL
1.1
OR\G\NAL
S.W.F.W.M.D. I EROSION CONTROL NOTES
1, DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE, THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION,
2, THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOITOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD, CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING,
3, THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE,
4, AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES, ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOITOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES,
5, ALL DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BEITER,
6, ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN,
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION, FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
40D-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1, ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY,
2, UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER,
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS,
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN,
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP, THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN 1WICE A
YEAR, ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED, THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOITOM FREE OF DEBRIS, IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOITOM, AS DEEMED NECESSARY AND NO LESS THAN 1WICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND, THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E,
GASOLINE, OIL, GREASE, CHEMICALS, ETC,
THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFIITED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE, THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMIITED FACILITY,
EROSION AND SILTATION CONTROL NOTES
1, SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS, SUCH
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS,
2, PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC" WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION,
3, SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT
THE END OF THE WARRANTY PERIOD,
4, SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC" INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY,
5, PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT, IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS,
6, MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED,
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F,D.O.T, ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MAITER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MAITER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTNE GRAIN SIZE OF 0,20 TO 0,55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1,5 OR GREATER,
RATE OF 0,125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER
SAND IS LESS THAN 0,125 CM/SEC, A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE, THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED,
2, THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEtER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOITOM 135. OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS,
4, THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA.
5, SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM,
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALL BE INCLUDED IN THE AS-BUILT SUBMIITAL.
CLEARING AND GRUBBING NOTES
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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 RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRIITEN 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,
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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
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER,
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CLEARING AND GRUBBING NOTES (CON'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 PERMIITED 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 RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES 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 VICINITY OF THE
PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES,
SOD, STONE, ETC, WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCTION PROGRESS,
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 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 PROPERTY,
STREETS, STORM SEWERS, WATERWAYS. AND EXISTING WETLANDS,
WATER SYSTEM NOTES
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 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 FIITINGS 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-111, FIITINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104,
5, ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241,
6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89,
7, ALL FIITINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE 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 UTILITY 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 FIITINGS 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,
WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS
1, ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FIITINGS, 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
OWt'-,':R'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PF,;'('RMING 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 COUNTY PUBLIC HEALTH UNIT
REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER, UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED,
SANiTARY SEWER NOTES
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 FIITINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35, INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321,
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
"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 GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE D,I,P, ARE TO BE POLYLlNED OR EPOXY LINED,
9, ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING,
SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS
1. ALL GRAVITY 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 GRAVITY 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 SUBMIITED TO THE REGULATORY AGENCY FOR APPROVAL.
COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY,
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 SUBMIITED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY,
WATER/SEWER CLEARANCE REQUIREMENTS
VERTICAL CLEARANCE AT CROSSINGS
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE, THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS, WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
WATER/SEWER CLEARANCE REQUmEP~ENTS ICON'TI
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 PRESSURE 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 THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION,
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 SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WA1ER 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 ELEVATION SO THAT THE BOITOM
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 PRESSURE 1 ESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING,
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WA1ER UNE 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 LINES 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 BETWEEN THE
RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO
MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY
SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION
OF THE LINES THEMSELVES,
NOTE: WHEN IT IS IMPOSSIBLE 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.
GRADING AND DRAINAGE NOl ES
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 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 STRUCTURE 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 L.OCAL 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,
PAVING. GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1, THE STORM DRAINAGE 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 THE PROJECT,
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING 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,
PAVING NOTES
1, PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PAITERN 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 PAINTED 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 1WELVE (12) INCHES,
5, STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6, NEW PAVEMENT SHALL CONSIST OF 2" ASPHALT, lYPE S-1
ON 8" UMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM DENSITY PER AASHTO T-180,
PINELLAS COUNTY RIGliT OF WAY NOTES
1, ALL PROPOSED WORK WILL COMPLY WITH FOOT "ROADWAY PLANS PREPARATION MANUAL"
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 COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS,
4, SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U,S, DEPARTMENT OF
TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE
FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS"
INDEXES 600 THRU 665 (LATEST EDITIONS),
5, INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING, NO JEITING IS ALLOWED,
6. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99(100%),
7. DISTURBED AREA WITHIN THE R.O,W, WILL BE COMPACTED TO 100% OF MAXIMUM
DENSITY AND SODDED,
8, ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALL BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELLAS COUNTY
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 RECONS1RUCTED 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,
PINELLAS COUNTY RIGHT OF WAY NOTES ICON'TI
12, SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRNEWAY CONSTRUCTION,
13, DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF
MAXIMUM DENSITY AND SODDED,
14, DO NOT DISTURBED EXISTING UNDERDRAIN OR STORM SYSTEMS, IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELLAS COUNTY 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 WRIITEN PERMISSION OF THE PINELLAS
COUNTY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
17, THE PERMIITEE'S AITENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY
ACT (FLORIDA STATUTES, 553,60 et, seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH
HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926,650,
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE
PURSUANT TO THIS PERMIT,
WORK IN FOOT RIGHTS-OF-WAY
1. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX #515,
2, EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT IND#104 &
105,
3. GUARDRAILS SHALL CONFORM TO FOOT IND#400,
4, ALL STRIPING SHALL BE LEAD FREE NON-SOLVENT BASED THERMOPILASTIC AND MEET
ACCORDING TO THE FOOT SPECIFICATION SECTION 711,
5, REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FOOT
SPECIFICATIONS SECTION 706,
6, ALL SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FOOT
SPECIFICATIONS SECTION 700,
7, REFLECTIVE PAVEMENT MARKERS SHALL BE PLACED IN ACCORDANCE WITH FOOT
STANDARD INDEX NO, 17352,
8, STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO, 17346,
9, SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 11860 AND SHALL BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO, 17302,
10, SIGNING AND STRIPING WITHIN FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
11, ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT -OF-WAY CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION (2000), (aka: STANDARD SPECS),
B,) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS
FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 2000),
(aka: STANDARD INDEX), COMPLIANCE WITH ALL APPLICABLE INDICES IS
REQUIRED,
C.) FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM MINIMUM
STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND
HIGHWAYS (2000), (aka: GREEN BOOK),
12, TRAFFIC CONTROL & SIDEWALK CLOSURE ARE TO BE PER FOOT INDICES #600 AND
#623.
13, APPLICANT MUST NOTIFY THE FLORIDA DEPT, OF TRANSPORTATION PINELLAS COUNTY
MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK.
CALL (727) 570-5101.
14, BEFORE CONSTRUCTION IS TO BEGIN, THE APPLICANT SHALL DELIVER TO THE FLORIDA
DEPT. OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR
THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE
POLICY IN ACCORDANCE WITH THE REQUIREMENTS OF FAC, RULE CHPT,
14-96,007(5)(C)6,
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRIITEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT UN 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
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITIION AT THE
CONCLUSION OF THE PROJECT, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICIULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRIITEN DETAILS,
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME, SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE 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
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHIEN
PROVIDED, AND Am ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBIUlY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE COlNTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES, THE CONTRACTOR SHlOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER :SUPPLY
T.V, CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY 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,
1, 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 WRIITEN ASSURANCE OF COMPLIANCE
WITH THIS LAW,
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPUANCE,
- A TRENCH SAFETY 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 CONSTRUCTIOIN.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT
PROPERTIES, ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY 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,
THIS DRAWING IS AN INSTRUMENT~ OF' 'SERVICE' AND SHALL REMAIN THE PROPERlY OF THE
ENGINEER, AND SHALL NOT 'BE R~I{pDUCl:;I~,< I?UBlJSHED. OR USED IN ANY WAY WITHOUT
THE CONSENTfftF THE ~?INEER~'..' <:. : '. , ::=- /: :./'? r, GHT 2004 NOT PUBUSHED
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COPIES OF ffil;;~ PlANS ARE MOl' V~UD UNLESS
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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
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,
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.
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
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILITY 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 SAFETY,
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINllY OF
POWER LINES AND OTHER UTILITIES,
7, ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION,
8, IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAM:L1AR 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 SUBMIITAL 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 DENSITY AS
DETERMINED BY MSHTO T -99,
12, SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000
P,S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13, ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORI< SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BEITER THAN EXISTING CONDITIONS UNLESS
SPEClFir,ALLY 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,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR
AT H:~) EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE '
REGL'!.ATORY AGENCY AND ENGINEER OF RECORD.
15, THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPf.GTION TESTS, AND ASPHALT RESULTS, THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TES-:ING REQUIREMENTS,
REQU!HED BY THE LOCAL REGULATORY AGENCY, AND THE ,-LORIDA 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 MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTiUZATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS, PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FIITINGS, PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE 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 BE COMPACTED IN ACCORDANCE WITH F,D.O.T, STANDARD SPECIFICATIONS,
SECTION 125-8,3, LATEST EDITION.
23, THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHA'-'- COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (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
ELEVATIONS OF THE SAID UTILITIES, ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG, SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR, ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL. STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS,
25, ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE 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. DEVIATIONS SHALL RECEIVE
WRIITEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMIITAL(S) AND
PERMIITING. DEVIATIONS SHALL RECENE WRIITEN APPROVAL FROM THE ENGINEER,
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to
GRATE INLET
TOP, 64,3
INV. 60, 1
X
LJJ
SUMP PUMP
RIM EL.= 61.99\
({)
_ 30"RCP 60 60
- - - _ 60,S'> 60 '\9
- - -'7, _ _ ";"~S''? ~- '6>
--
~ ~.; , """"\.~ -?o '\.6
_ .... .... .... .... .... .... .... ~ _ .... """?- .... ~ 2~_ +_
,~Y
~
ASPHALT
-:,.f PAVEMENT
~
STORM MANHOLE
RIM EL.= 60.19
UNABLE TO OPEN
MANHOLE ASPHALTED OVER
28 LF. OF 15"
RCP @ 0.36%
NEW RETENTION POND
TOP EL. 63.0
D.H.W. 62.5
W.Q.61.92
Bor, 60.50
,~'Y <0'}-
~---~~
/ 6' - '0'0/
I y ~ EXIST.
6,!, 'S'6 65.0 ~ I FHA
~ -----~------~~----~~~e~~~~~--~r-----------~-----------_____________________________________mL~_~.
'<YS' ~~; - '<3"~ 'S' ~ 0 p- I
~ 1 0 (;) rr. OJI
"'6_ "'6_ - 'fs- A ~S', lo I
~~..;- -;;;;-;;.'\~ -....- ~ -;;;;- ~ ~ - ~~- .... - - ':.1
8"PVC
8"PVC
-------4
EX. SANITARY MANHOLE
RIM EL.= 66.70
INV,EL.= 57.56 N
INV.EL.= 59.88 N
INV.EL.= 58.20 E
INV.EL.= 57.65 S
INV,EL.= 57.46 W
t-
:z 0:.,
Ww
~ti:
~$
g:Q::
0-<(
WUJ
Qe=J
(!) t,
~~
Z>
2'p:
3~
0.0
SCALE: 1"=30'
2' CONC, GUTTER
o
~I
OJ
-l..
SANITARY MANHOLE
RIM EL. = 63.18
INV.EL.= 56.80 N
INV.EL.= 56.44 E
INV.EL.= 59.48 S
INV,EL.= 56.42 W
I 30 "RCP
~I
0..
"to I STORM MANHOLE
RIM EL.= 63.87
I INV,EL.= 60.44 N
-!....INV,EL.= 59,81 E
INV.EL.= 59.02 NW
INV.EL.= 59,02 NW
INV,EL.= 59,02 (N)
(CONNECT PROPOSED 15" RCP)
(TO EX, STRUCTURE PER FOOT)
(INDEX NO's 201 & 280)
f"'-
o
I--
W
o
(MATCH EXIST. GRADE)
NEW CURB INLET
TOP = 63.9
INV. = 59.2 (N&S)
~~---------~~-
NEW SAN. MH 24"RCP
RIM 65,1 (MATCH EX, PAV.)
INV. 59. 1
INV. 56.9 (EX. 8' PVC)
30
60
30
o
15
..:r
=
=
""
THIS DRAWING IS AN 114STRUMENT Of,: ,SERVICE AND SHALL REMAIN THE PROPERlY OF THE
ENGINEER, AND J~~~ "BE ,R,EP,RPOUCED, PUB\JSHED OR USED IN Atff WAY WITHOUT
Moorea~~:,:"~,, JfT~P~at
If.. ,~E!lNEtH.lj~ROUSH, p,~, #33366 '._,_
COPl~S:of? TI-lESE PlANS),Rf;"NOT VALID UNLESS
EMj30~S.ED' ,V{IT}t THE SIGNlNG ENGINEER'S SEAL
.1
~
W
l~
OR\G\NAL
~da~"X2-1/2"Xl!2"
4"x3!8"91
ANCHOR STUD
GRATE FRAME W!STUD. STEEL
FRAME W!2 ANCHOR STUDS
PER SIDE - EQUAL CENTERS,
GALVANIZE AFTER FABRICATION
(f)
W
0::
~
NOTE:
1, CUT PIPE FLUSH
w/INSDE FACE OF
WALL
2, MORTAR BOTTOM TO
MATCH INVERT OF
OUTFALL PIPE,
ANCHOR
ST ANJARI) DET AL
.
~
~
CAST IRON RETlCULlNE
GRATE, TRAFFIC lYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC, WALL
4000 PSI @
28 DAYS
#4 ; @12" O.C,E.W,
.
IX)
INLET DEl AIL
N.T,S,
TOP ELEV, 63.0
4:1 SIDE SLOPE
BOlTOM
ELEV, 60.5
NOTE:
SAND BASED SOD
SIDES & BOlTOM
RETENTION BASIN DETAIL
N.T,S,
ASPHALT @ 1/4"
PER FT, MIN.
EXCEPT AS NOTED
L1MEROCK BASE
F.D.O.T, CERTIFIED
COMPACTED TO
98% MAX, DENSllY
SUBBASE STABILIZED
40 L.B,R, COMPACTED
TO 98% MAX, DENSllY
PAVEMENT SECTION
N.T.S,
:2
<(
I'-
o
NEW SURFACE
(SEE NOTES 1 & 2)
EXIST, SURFACE
If)
o
--T
o
o
N
~
lD
~
o
i~tRt~1' ~~~:~m
1 '
2'
1 '
EXIST, SURFACE
.
0>
3:
u
U)
-.l
<(
f-
W
o
./'
N
--T
I")
o
./'
(f)
+-'
U
Q)
.~
o
L
Q.
o
<(
u
o
+-'
:J
<(
n
o
o
N
VARIES I
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 PIJ\CED IN 6" COMPACTED IJ\YERS
TO 98% OF MAXIMUM DENSllY AS DETERMINED BY PASHTO
T -180 IJ\B REPORTS ARE REQUIRED,
4, BACKFILL FOR TRENCH SHALL BE PIJ\CED IN 12" COMPACTED
LAYERS TO 100% OF MAXIMUM DENSllY AS DETERMINED BY
PASHTO T -99, IJ\B REPORTS ARE REQUIRED,
REPAIR OF PAVEMENT CUTS
N,T,S,
,/
N
18"
NOTE:
ALUMINUM BARS @ 6" O.C,
TOP VIEW
10xl0 W,W,M,
#4 BAR
SIDE VIEW
MITERED END SECTION DETAIL
N.T.S,
SEE PLAN
P/L
PLACE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSI1NE DRAINAGE (4: 1 MAX)
MEET EX,
'~ COMPACTED GROUND
SEE PLAN
P/L
PLACE SOD 1/2.
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSI1NE DRAINAGE (4:1 MAX)
MEET EX.
COMPACTED GROUND
GROUND TRANSITION
A T THE PROPERTY LINE
N.T.S.
NEW BLDG.,:,..: rV
.' 'I I
, , , 1
.' :,1 I
,'" I I
: I I
. J I I 5'
. .~
I
ROOF DRAIN
FIN, GROUND
UTlLllY (Le, SANITARY
SEWER, WATER SERVICE,
FIRE LINE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
UTIUlY WITHIN 5' OF BLOG,
BY PWMBING COmRACTOR.
FINAL CONNECTION BY PLUMBING
COmRACTOR UNLESS OTHERWISE
COORDINATED BY THE G,C,
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.s,
FINISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC, WALK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
N.T,S,
POST OPTIONS:
2"x4" OR 2,5"DIAM,
WOOD; l,33LBS./FT,
MIN, STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC, 985 F.D.O.T,
SPECS, OR EQUAL
EXIST.
GROUND
6' MAX, .1
l
""'"
T-::-
15"
to
3'
MIN, lr
lllll.l.lIl~ I
112"L
I
II II u: I
1I~1I6l1l11 1131163 I I
/
I I 1111 111I
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN,
THE SILT FENCE MUST
BE SECURED THROUGH THE
PIJ\CEMENT OF FILL OVER
THE LOWER LIP OF
THE BARRICADE.
nO.
OPTIONAL -l '/'
POST <(
POSITION ~
I-
0:: '-
~I
FILTER FABRIC
PRINCIPAL POST
POSITION, CANTED
20' TOWARD FLOW
EXIST.
GROUND
SILT BARRIER DET AIL
N,T,S,
PIJ\CE SOD 1/2"
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T,S,
EXIST, SURFACE
SAW-CUT EXIST,
EDGE OF PAVEMENT
& BASE
NEW SURFACE
EXIST, BASE
NEW BASE
NEW SUBBASE
PAVEMENT TRANSITION DETAIL
N,T.S,
NEW BLDG.
- .
.. ~.
FILL GROUND AROUND
BLDG, TO 3" BELOW
FIN, FLOOR ELEVATION
& SOD
MAX, SLOPE 4:1
MIN, SLOPE 2%
....-t
GROUND PREPARATION
A T ALL BUILDINGS
N,T.S,
MEDIUM BROOM
~ FINISH CONC, WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' LEVEl. 2' LEVEl.
I SHOULDER I VARIES (SEE PIJ\N) I SHOULDER I
SOD SLOPE 1/4- PER FOOTI I SOD
1111=1111-1;:"';' ~~ :~:.:.~,... 14'!.! ';. - ;':"~::::-:'f-III=III
- IIIUIII= 1111=1111 -
""- COMPACTED FILL OR
UNDISTURBED SOIL
WHEN SIDEWALl< IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
@ 4'0.C., 5' O.C.,
8' O.C., OR 12' O,C,
& 1/2" BITUMINOUS
EXPANSION JOINTS
@ 40' O,C, FOR 4'
SIDEWALKS, 50' O.C,
FOR 5' OR GREATER.
CONCRETE WALK DETAIL
N,T.S,
8" MASONRY OR
APPROVED R,C,
PREFAB
,3'x3'x4 "THICK
CONC SIJ\B
EL. 60,5
NEW BLDG,
T,O.B, @ 63,0
~~~ 4:1 SS
~~~~'"''
30 MIL P.V,C. UNER .
NOTE:
SOD BOTTOM AND SIDES OF
RETENTION AREA W/ SAND GROWN
BAHIA GRASS,
D,H. W,L, @ 62,5
PROP, RETENTION AREA
W,Q,@ 61,92
OJ
I
N
S.H.W.T, @ 60.5
SOD BOTTOM @ 60.5
NO, 57 ROCK WRAPPED
W/AAMOVO 45/45 FILTER
FABRIC. NO LIMESTONE
ALLOWED.
CONSTRUCT 42 LF -6" PVC SIDEDRAIN INSIDE
#57 COARSE AGGREGATE WRAPPED
W/AAMOVO 45/45 FILTER FABRIC,
SIDEDRAIN FILTER MEDIA REQUIREMENTS:
A,) WASHED MATERIAL MEETING FOOT ROAD & BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ
GRA VELS OR MIXTURES THEREOF ( LESS THAN
1 PERCENT SILT, CLAY AND ORGANIC MATTER
UNLESS FILTER CLOTH IS USED WHICH IS SUITABLE
TO RETAIN THE SILT, CLAY AND ORGANIC MATTER
WITHIN THE FILTER; CALCIUM CARBONATE
AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE,
B.) UNIFORM COEFFICIENT 1,5 OR GREATER
C,) EFFECTIVE GRAIN SIZE OF 0.20 TO 0,55
MILLIMETERS IN DIAMETER.
SIDEDRAIN DET AIL
NTS
,3' -1"
NON TRAFFIC GRATE
ELEV, 62,50
2"
H
It 9" n
7" 10"
1
1
1
I I
L_____~
6"
I 1
1 1
1 . 1
I 1
1 1
I 1
I I
1'1
I I
r:7
18"
.~
GREASE SKIMMER
(SEE DETAIL)
BOlTOM OF SLOT
ELEV, 61,92
15" RCP
INV, ELEV, 59,,3
~
GREASE BAFFLE TO BE
1/4" THICK ALUMINUM
w/STAINLESS STEEL ANCHORS
RETENTION BASIN
SLOT & GREASE BAFFLE DEl AIL
N.T.S,
6" UNDERDRAIN
INV, ELEV, 59,5
RETENTION BASIN
CONTROL STRUCTURE
N,T.S,
TOOLED GROOVES
3/8" WIDE, 3/8"
DEEP, 3" O,C, TO
BE MADE AT INITIAL
POURING
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
CURB
CURB
NOTES:
1. PROVIDE 5'x5'x4"
THICK CONC. SLAB
o ALL EMERGENCY EXIlS.
2. CONFORM TO ABOVE
DETAIL FOR PLACING
WAlKS AT THE BLOGS.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
HANDICAP RAMP DETAIL
N,T,S,
N,T,S,
GRADE
,
WATER MAIN 0
STORM DRAIN
18" MIN, VERTICAL ClEARANCE
I
(3)
GRADE
~~~~~\,'~~"~~~'<W'
. :i. 10' 10'
~ ~ WATER MAIN O~ I
STORM DRAIN D.I,P, IS USED IN PLACE OF P,V.C,
FOR A MIN, OF 10' EACH WAY
+ FROM <L OF WAlER MAIN WHEN
THE VERTICAL CLEARANCE BETWEEN
I WAlER &: SEWER MAINS IS 18" OR LESS,
18" OR MORE VERTICAL CL I
~~;W&~
P.V,C, OR V,C,P, NOTE
SAN, SEWER GRAVI1Y MAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVllY
MAIN IS NOT PERMllTED,
FLUSH CURB
RAMP DETAIL
N,T.S.
GRADE
--'~
. '
1O~
~ WAlER MAlNI t')::;
+
10' MINI,
HORIZONTAL CLEARAN:;$-E I
STORM SEWER +
OR SAN. SEWER
GRAVITY MAIN
B0-
zO';
WW
~t;:,
~~
tl:~
~o:
wtb
Q=J
C)O
~~
~~
,-"''''''""" ..
q:~
~O
~,.- . . :. ;.
, KEN~~tU"JI!"ROUSH, P..f.,#33366' _
-COPIESOr'THEsfi.? PlANS.' AR~Nl:lr. VAUDUNLESS
EMBOSSED WITH f TIjE," SICN~t:lG f:t~GINEER'S SEAL
,
J
I
~
"
z ~t
0 00
- co'"
.... I "
~ ~~
I- ~A.
~ \1\
-0
0 ~Z
A. .....-
'^ ~t
z )(@)
~ .;(X
~ Yo",
~....
I- ~..
co:
. ,:,z
'"" 11'\..
~ "It....
~-
l- .
z t:t
MI
IU .........
~ -
Z
0
~
-
>
Z
LY
. 0
11'\
~ ~
Z ....11\
1-11\
- -.....
Z :')11'\
Z \1\11'\
~ ...:.
....Q
'"" ....
A. ~-
I-~
0 \1\0
....
Z oYo
~ Z ..
.~
'"" ......
.....
. ~~
.. ~~
> .....
- O~
v ~'"
I NES Comm.: 0342 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
Issue Date: 10/06/04
Revisions:
No, Date Descri tion
6 / /
6
6
~
/ /
en
--I
--
<:C
t-
w
C
w
I--
-
,n
~
-
>
-
U
z
o
-
(/)
-
>
-
C
ca
:)
(J)
(/)
~
<C
o
z
~
..J
C
o
o
BASE
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
@ 40' O.C, FOR 4'
SIDEWALKS, 50' O,C,
FOR 5' OR GREATER,
CURB/WALK DETAIL
..,.' lYn
rt~l ',! i-
-r.;! j , ;~ i
~ i I I I
; !! ~ I ' I r -
I . + ~ i , I ; "
, . ,. .'".....__.._-.._~
r ; i :..../ I P~'-t.~
i !. ~ ~--'."""'.--"".11...~ ~ ~
I: ! It'
I .-....'-'---------r...
I," .
.,,___________ 'I
I
I .........
I }-- ---
/ I,......>-----------;T--- '7
-1 ' "/
' .... I ,,' /
./j //"
,', ...;/
/,. ,
,/ ",' ! /~
--..L--....c~-..+---------
" ".. .
,. ,. L
HORIZONTAL CLEARANCE
,>,:_. t: "''' C {I
THIS DRAWING IS AN INSTRUMENT JT SERVICE, kiD SHALL' REMAIN THE PROPERTY OF THE
ENGINEER, AND SHAU. OT BE RERRpOUCED, tP(f~USHEI,l.OR, USED IN. ANY WAY WITHOUT
THE CONSENT OFENGJNE~. ". I,,' ,1~HT2004 NOT PUBUSHED
VERTICAL CLEARANCE
w
:s
~
w
W
L~ ~""
Lr~
...::l-
e;::,
e;::,
'"
I:"'-
o
!0-
W
o
WATER MAIN & SANITARY
SEWER CLEARANCES
N.T.S.
:\ 0 G 20Qltl
5.1
It
BLOWOFF DETAIL
N,T,S,
Eclipse No. 85-B~
Blow-Off Assy.
Including Locko.ble
Co.st Iron Box
~2' Bro.ss
'Wo. ter Mo.in
~ 90. Bend
2' Bro.ss
Resto.iner Plug /
Per Deto.ll No. 403
"j::.,; " '';'. h_ I; ,.j',,:(
,~-' -
/<~~~~
">>)'~V'~
~')$,
~
~
NOTES
Trench backfilled In 9' cOMpacted
layers, Density taken every 300 ft,
2 Base May be replaced with Asphaltic
Concrete with prior approval of
City Engineer.
3 On longitudinal Installation requiring
resurfacing full width of paveMent,
finish base to Match existing paveMent
surface and priMe, Then resurface as
directed by the City Engineer.
REDRAW BY
B,V,D.
Cl-ECKED BY
CITY OF CLEARVlATER, FLORIDA
ENGINEERING DEPARTMENT
REV. DAll:
APP. APP~~. BY
BLOVloFF
DET AIL
DESCRIPTIIIN
Poured Enco.seMent
Approved bo.rrel joint seo.ls
o.re 'O-Rings' o.nd 'Ro.M-Necks'.
Two continuous rings 0. t o.ll
Joints.
Concentric cone (Flo. t cover
on sho.llow Mo.nholes 0' to
4' depth)
Steel reinforceMent
5' Min, wo.ll thickness
type II o.cld resisto.nt
ceMent 4000 p.s.I,
Grout fill opening with
non-shrink Morto.r
NOTES Grout flow cho.nnel
1. Preco.st Mo.nhole drop Mo.y be o.pproved by City
Engineer, Shop dro.wlng subMitto.l required.
2. Drop required when 2' or over,
3. Mo.nholes sho.ll ho. ve o.n Interior o.nd exterior coo. ting
of 0. t leo.st 15 Mils dry thickness PROLO EP214-351
Epoxl-Mo.stic or Koppers bituMo.stic blo.ck solution
300M.
\ ~ 2' Joint in pipe entry
~ <Typlco.D
P,V.C, pipe requires Mo.nhole
o.do.pter coupling by Flo
Control, Inc., or o.pproved
wo. ter stop coupling,
DAll:
01/15/92
INDEX In
404
1 LF 1
['
Vo.ries
'\,
~
SECTION
CITY OF CLEARVATER, FLORIDA
ENGINEERING DEPARTMENT
REV, DAll:
REDRAW BY
Novo
CfECKED BY
'W,J.S,
SIGJoElI BY
T.C,J,
PRECAST
SANITARY MANHOLE
DET AIL
OUTSIDE DROP
DESCRlPTIllN
N'P,
Cleo.nout Plug
..
C\J
........
LI- 9 5/8' ~I
~///~/0j
-,-
2
<(
-o:t
N
13 112'
Concrete Po.d 4'
Thick x 1'-6' Sq,
IF!: ;;:: =i
6' or 8'- 118 Bend
..
'<t'
........
(Y)
(Y)
[[)
o
Plug
(See Note)
-o:t
o
o
N
~
LO
~
o
8'
Sewer Mo.in
DAll:
9/91
INDEX NO.
302
2 LF 3
NOTEI
All lo. tero.l Mo. terlo.ls, including
o.pproved Cleo.nout ho.rdwo.re, o.re
to extend to the R/'W or to the
eo.seMent line o.s noted,
", 1\....#
~"- ~#. (J>
;(:''6 rJ'",. 1.1\"''''' 3' Transition
,J,'6 . ....( "\'I'rJ' V
~() ,:5 ~ ..,>is'
1.?-1 ~~*'
A c/o
Nom Wings only, if
Side 51 as R Ire.
B
R,O,W, Line
ti
I:
o
o
CI)
.D
B
PLAN VIEW
o
;:;;
Finish To Existing Surface Vllth
PC III Asphaltic Concrete
5/8'
Min. 4 Required
...r. ,.}t
Po vlng
RING - HALF PLAN
Thickness of Drlglnal + 2'
MiniMUM Thickness 8'
..
C\J
L
o
36'
23'
21'
Mo.chined Surfo.ce
12'
12'
..
'<t'
........
(Y)
I
.......
COMpacted
Backfill
~ Undisturbed Trench Side
..
(]\
L
o
..
,......
RING - SECTION
MiniMuM 'Wel1ght 7' 232 lbs,
9' 278 lbs.
REV, DAll:
CITY OF CLEARVlATER, FLORIDA
ENGINEERING DEPARTMENT
REDN~~ BY STREET REPLACEMENT 7~J~
CHECKED BY FOR UTILITY AND INDEX NO.
G.L.B, DRAINAGE CUTS 105
APP, 5f:~ BY 1 LF 1
NOTES
1. 'Where roo.dwo.y bo.se is 8' or thicker use 9' ring,
o.ll other co.ses 7' ring Is perMissible.
2, Mo.nufo.cturers Model of storM ring o.nd cover to
be o.pproved by City Engineer,
DESCRlPTIllN
Cl
I
2JI-
IQWM
Lot
R/'W
I
'<t' ~
_____m__mm___L_______mm_ '..,./0. ter
Curb..J
I
I
I
Mo.l Fr--- - r - - - -- --- _.1_ - -- - --- -- - - - - -- --- - ---- - - --- ---- - -- - - -- - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
..
Finish gro.de to
o.llow 0.4' Min" 1.0'
Mo.X, fo.ll froM
property line to
bo.ck of curb.
18' Min. l----
24' Mo.x.1 '
I
@
'Wo. ter Servi
<Typ.)
So.n,
30'-36' or o.s
Directed by
the Cit
Engineer
WM
I
2~i--
NOTEI SAN IT ARY LATERALS TO BE I :
'WITHIN 10' OF CENTER OF LOT ON I
DO'WNHILL SIDE OF CENTER OF LOT.
Required
I 9/25/96
Pick Hole /
1-114' 117
.
\0
.-I
........
.......
.-I
SOLID COVER
Non Skid
Po.ttern
Required
I
,
'<t"
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Mo.chined Surfo.cE:'
SOLID COVER SECTION
MiniMUM 'Weight 128 lbs.
CITY OF CLEARVlATER, FLORIDA
ENGINEERING DEPARTMENT
ele'ted Shee'ts 2.. 3 ....J.s,
DESCRIPTION N'P.
REDRAVN BY
Novo
CHECKED BY
'W,J,S,
SIGHED BY
D,G,Jl,
SANITARY SEVIER
~1ANHOLE COVER
DAll:
8/91
INDEX NO.
301
1 [If" 2
REV. DA ll:
~
Lot
I NES COlnm.: 0342 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
-
Lot
, c
0--
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M.H.
~So.nito.r Lo. tero.l
(Typ.>
-j -10'
~
I
PLAN VIE'W
CITY O'WNED
AND
MMNT AINED
HOMEO'WNER O'WNED
AND MAINTAINED
RiM M,H,
It of Street
6' Service Lo. tero.l
ANY VARIANCE MUST HAVE
'WRITTEN APPRO V AL OF THE CITY
ENGINEER.
CITY OF CLEARWATER, FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
So.nito.ry
REV.
OAlE
REIlRA\\N BY
B.V.D.
CHECKED BY
M.D,Q.
APP. OESlrJ~r
OAlE
5/22/00
lNIlEX .!Io.
305
1 OF 2
STREET LATERAL
DET AIL
DESCRIPTION
Remove Curb if Existing
Exist Conc Drive
Max Slope ~ 1"
1"~Max Slope
4"
TYPICAL DRIVEWAY CROSS SECTION
En
o L...
L... :3
_0
1:)(-
.- 0 0
;:;;;:;; 0-
. . 0
1')('0,11-
If.
4' Min Residential Street l' Cit R W
5' Mln Arterial Street 2' County R/
Remove Back of Curb on State or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace as Part of Sidewalk Ramp,
m
Modified and Valley Gutter Curbs
join exist back of curb
12" ~ Textured Surface
1" c::==- Max Slope ~
.. .. _.......... J'.......... ..'- ............ ..-~.. :.-:. -. ....
.,.~--.:..' '_~: -' - - -' - -,' - Remove to an
, .: -- - "-........1 /2" Expansion Joint even joint or sawcut
:s
CLEANDUT DET AIL
CLEANDUT PLUG DETAIL
SECTION A-A
CITY OF CLEARVlATER, FLORIDA
ENGINEERING DEPARTMENT
REDR~W BY STANDARD llJS~95
CHECKED BY CLEAN OUT INDEX NIl.
'W,J,S, <Sonltary) 304
N'P, APPf,t,:r, BY 1 LF 1
.
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N.T's.
NOTEI
Cleo.nout plug to be
U.S, Foundry 7621
or equo.l.
REV,
DA ll:
DESCRIPTlllN
/'
N
NOlES:
1, Provide Tooled Joints At Distances Motching The Width.
Also Ploce Expansion Joints At Driveways.
2. If Some Physical Obstruction Exists Which Prevents
The Placing Of Sidewalks As Shown, Contoct The
Engineering DIvision For Alternate Location.
3, Wooden And Other Spacers Will Not Be Permitted
In Sidewalks Or Driveways.
4. No Coatings Of Any Kind Will Be Permitted On Concrete Sidewalks Or
Driveways Without Specific Approval Of The City Engineer.
5, All Concrete Sholl Be 3000 psi Min. 0 28 Days.
6. Concrete Surfoce to be Light Broom nnish.
7. Concrete Driveway Construction shall be 6" thick w 6x6/10x10 W.W.F..
1/4" per Foot
Back of Curb
3000 psi Conc 4" Thick, Constr,
6" Thick at Driveways with
6x6 #10 Welded Wire Mesh,
See Note 7,
SECTION B-B
a Ramps Shall Have a Tactile Surfoce. Textured to a
Depth Not Exceeding 1/8" by use of Tamp or roller
In Conformance with Requirements of FOOT
Roadwoy and Traffic Design Standards. Detail 304
Or Most Recent Modifications.
2 1/95 "dejed no'te
CITY OF CLEARVlATER, FLORIDA
ENGINEERING DEPARTMENT
~!? BY TYPICAL SIDEWALK ,n^g1f
Cl-ECKED BY CONSTRUCTION AND INDEX NIl.
J\JR T.C,J. RAMP DETAIL 109
SIGJoElI BY
C,M.H. 1 OF 3
U/93 PIOdIt1ed Cl6'b cu't
REV. DAll: DESCRIPTII:Il
APP.
PROFILE
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!~Sicle Lot Line
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DESCRIPTION
CITY OF CLEAR VI A TER, FLORIDA
ENGINEERING DEPARTMENT
~J,~.BY SANITARY LA TERAL 06J~\f/94
CHECKED BY LOCA nONS INDEX NO.
305
N'P. N'Pw.c~, BY 2 LF 2
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MCO--iZ7;;d~'?-,.., -'~:'s~i1 i)6'iOO
- H<!t~dfq~' 0 ~IJ,
. . C 'KENN~'[ijH~c~OU~H, p.p.e~'i~366.
COPiE.SOF.THESt: "Fi&..~$AR!'.:)'wr>~/ALlD' UNLESS
EMBOSSED, WITHTH~ SIGNIN?Et-'Glt-lEEffS SEAL
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Descri tion
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SANITARY MANHOLE
RIM EL.= .
INV.EL.= 55.92 N
INV,EL.= 56,75 E
INV.EL.= 56.07 S
INV,EL.= 56.76 W
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lOP EL 63,10 ~<9 t"'" _ ""'.:.. J_ ~ I
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SANITARY MANHOLE
RIM EL. = 63.18
INV,EL,= 56,80 N
INV.EL.= 56.44 E
INV.EL.= 59.48 S
INV,EL.= 56.42 W
24"RCP
2' CONC, GUTTER
I
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tol RIM EL.= 63.87
I INV.EL.= 60.44 N
--!.....INV.EL.= 59.81 E
INV.EL.= 59.02 NW
INV.EL.= 59.02 NW
24"RCP
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COMMON NAME
BOTANICAL NAME
SIZE & SPACING
BALD CYPRESS
SAW PALMETTO
LIVE OAK
INDIAN HAWTHORNE
CREPE MYRTLE
SOUTHERN RED CEDAR
SLASH PINE
FLORITAM GRASS
TAXODIUM DISTICHUM
SERENOA REPENS
QUERCUS VIRGINIANA
RHAPIOLEPIS INDICA
10' HIGH, 2-1/2" CAL.
3 GAL., 14"x14-", 3' O,C,
10' HIGH, 2 -11/2" CAL.
2 x12 ,2,5 ,C,
LAGERSTROEMIA INDICA
10' HIGH MlUL I-STEM
10' HIGH, 2-1/2" CAL.
10' HIGH, 2-1/2" CAL.
I
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JUNIPERUS SILlCICOLA
PINUS ELLlOTTII
FLORITAM
i~
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EX. SANITARY MANHOLE
RIM EL.= 66,70
INV.EL.= 57.56 N
INV.EL,= 59.88 N
INV.EL.= 58,20 E
INV.EL.= 57,65 S
INV.EL.= 57.46 W
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I Drawn By: B.J.V. I
I Checked By: H.G. I
I Issue Date: 1 0/06/04
Revisions:
No. Date
D
D
D
D
D
D
D
D
.D
D
D
D
D
Descri tion
~ DESIGNIDEVElOPMENT
D PERMITTING & BIDDING
D CONSTRUCTION DOCUMENTS
THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALl REMAIN THE PROPERTY OF THE
ENGINEER, AND SHALL NT ElE ,REPRODUC~. PUBUSHED OR USED IN ANY WAY WITHOUT
THE CONSENTOfTrlE"pJt;l~E;~.:;'; ~ f,' "': i ~C 2004 NOT PUBUSHED
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HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
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,
a, AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITTED 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
EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAL.
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,
TREE PROTECTION AND PRESERVATION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAY BALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN
ON THE CONSTRUCTION DRAWINGS,
2, ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE,
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,
LANDSCAPING
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,
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,
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,
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,
5, TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTILITY 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,
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 BETTER,
8, ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING,
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,
10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
IRRIGATION NOTES
1, SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER, THE DIST-
RBuToN 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,
2, IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY 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,
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,
4, AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
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,
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,
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IRRIGATION NOTES (CONTINUED I
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.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO, OR APPROVED EQUAL.
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,
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/
ENGINEER,
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE GOLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY,
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,
XERISCAPING
1, ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS,
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
3, GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
4, THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
St.RY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING,
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
6, THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
7, THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8, LOW-MAINTENANCE DESIGN,
TREE & SHRUB PLANTING DETAILS
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE, ALL NONBIODEGRADABLE 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 INSTALLATION.
2, SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3, PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(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
OF EACH PLANTING HOLE, TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE,
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.
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,
6, THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL.
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,
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3" Minimum Mulch
3" Soil Saucer
Remove Container
From Rootball
Planting Soil Mixture
Existing Soil
SHRUB PLANTING DET AIL
N,T,S,
CONCRETE CURBING
ASPHALT PAVEMENT .
ROAD BASE ~
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
For Cabbage Palm Installation:
Trim All Fronds at Time
of Digging and Planting
For Washington Palm Installation:
Leave inside row of fronds
Tie up with biodegradable twine
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For Cabbage Palms:
All Trunks to be Smooth and
All Bum Marks Brushed Away
For Washingtan Palms:
Leave all boots on trunk
2 Layers Burlap Pad at
Suppart Contact - No
Nails in tree Wood
Wire Tie
2- x 4- Brace (Yellow Pine)
Space Three at 120" Typical
Remove after one growing season,
2- x 4' Stake (Yellow Pine)
Three Feet Lang
Remove after one growing season,
Saucer Rim
Finish Grade
3- Minimum Mulch
Roatball, 16- Minimum
Radius From Trunk
Washed-In and Tamped
, Planting Soil Mixture
Existing Soil
PALM STAKING & PLANTING DETAIL
N,T,S,
I NES Comm.: 0342 I
I Drawn By: B.J.V. I
I Checked By: H.G. I
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON,
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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 SIJrveyor's Tagging
Tape, 6 Length
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3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 45.Angle With 3- # 68
Duckbill Anchors Or Equal
Mound To Form Saucer
3" Minimum Mulch Layer
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TREE ST AKING & PLANTING DET AIL
ADJACENT TO OR WITHIN V.U.A.
Remove Burla!) From
Around Top Of Boll
Planting Soil Mixture
N,T,S,
CROWN SPREAD
NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON,
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Retain Natural Shope.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SIJrveyor's Togging
Tope, 6 Length
I Issue Date:
Revisions:
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 45'Angle With 3- # 68
Duckbill Anchors Or Equal
Remove after one growing season.
Mound To Form Saucer
3" Minimum Mulch Loyer
Remove Burlag From
Around Top Of Ball
Planting Soil Mixture
Provide 0 minimum 5'x10'
unobstructed plunting area
TREE ST AK~NG & PLANTING DETAIL
N,T,S,
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Descri tion
~ DESIGNIDEVELOPMENT
D PERMITTING & BIDDING
D CONSTRUCTION DOCUMENTS
HARDWOODS
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1" X 4" Horizontal Wood
Members or
Approved Substitute
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Vertical
Wood Stokes
Barriers Placed at Protective Radius
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2/3rd's dripline for hardwoods (6'minl
full dripline for pines 16'minl
TREE BARRICADE DETAIL
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C 4'-5'
D 1 "x2"
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Full Dripline
RIBBON BARRER
WOOD FENCE
Full Dripline
PROTECTIVE BARRIER DETAIL
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ENGINEER, AND Sl:IA!-l'NOT 6& Re'RODuCED. PUBUSHED OR USED IN Atff WAY WITHOUT
THE CONSENT OFTH Grt'l~.! r 10, 0 ' '':: "'., IGHT 2004 NOT PUBUSHED
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SOUTH LINE OF THE N.E.I/4 OF THE S,W. '/4 OF SECTION 22-29-15
2' CONC, GUTTER
60' RIGHT -OF -WAY
WOODLAWN STREET
BY:
WOODLA WN OAKS
PROJECT
FOR: ECONOMIC DEVELOPMENT 8c HOUSING
CITY OF CLEARWATER
P.O. BOX 4748
CLEARWATER. FLORIDA 33758
PHONE: 727-562-4031 FAX: 727-562-4037
KLEIN
& STAUB SURVEYING, INC.
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PARCEL I: THE WEST 100 FEET OF THE EAST C1/2) OF THE SOUTH C1/2) OF THE NORTH C1/2) OF THE SOUTHWEST C1/ 4) OF THE NORTHEAST C1/ 4)
OF THE SOUTHWEST C1/ 4); LESS AND EXCEPT THE NORTH 112 FEET OF SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PUBLIC RECORDS OF
PINELLAS COUNTY, FLORIDA.
PARCEL II: BEGIN IN THE NORTHEAST CORNER OF THE EAST C1/2) OF THE SOUTH C1/2) OF THE NORTH C1/2) OF THE SOUTHWEST C1/4) OF THE
NORTHEAST C1/4) OF THE SOUTHWEST C1/4) OF SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA;
THENCE RUN WEST 150 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 100 FEET TO ALLEY; THENCE WEST ALONG THE NORTH SIDE OF SAID
ALLEY 50 FEET; THENCE NORTH 100 FEET; THENCE EAST 50 FEET TO THE POINT OF BEGINNING,
PARCEL III: BEGINNING AT THE NORTHWEST CORNER OF THE EAST HALF OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHWEST C1/4) OF
THE NORTHEAST C1/4) OF THE SOUTHWEST C1/4) OF SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA, FOR A POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 19'09" EAST, 137,0 FEET; THENCE SOUTH 00 DEGREES 22'10" EAST, 100,0 FEET;
THENCE NORTH 89 DEGREES 19'09" WEST, 137.0 FEET; THENCE NORTH 00 DEGREES 22'10" WEST, 100,0 FEET TO THE POINT OF BEGINNING,
PARCEL IV: BEGINNING IN THE NORTHEAST CORNER OF THE EAST C1/2) OF THE SOUTH C1/2) OF THE NORTH C1/2) OF THE SOUTHWEST C1/4) OF THE
NORTHEAST C1/ 4) OF THE SOUTHWEST C1/ 4) OF SECTION 22, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA;
THENCE RUNNING IN A WESTERLY DIRECTION 100 FEET TO THE POINT OF BEGINNING; THENCE IN A SOUTHERLY DIRECTION 100 FEET TO THE NORTH
SIDE OF AN ALLEYWAY; THENCE IN A WESTERLY DIRECTION ALONG THE NORTH SIDE OF SAID ALLEYWAY 50 FEET; THENCE IN A NORTHERLY
DIRECTION 100 FEET; THENCE IN A SOUTHERLY DIRECTION 50 FEET TO THE POINT OF BEGINNING.
PARCEL V: HARVEY PARK SUBDIVISION, BLOCK "B", LOTS 1 THROUGH 12, INCLUSIVE, AS RECORDED IN PLAT BOOK 9, PAGE 94, PUBLlC RECORDS OF
PINELLAS COUNTY, FLORIDA.
PARCEL VI: LOTS 21, 22, 23 AND 24, BLOCK A, TOGETHER WITH THE WEST (1/2) OF VACATED TIOGA AVENUE LYING EAST OF LOTS 21, 22, 23 AND 24,
BLOCK A, HARVEY PARK SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 9, PAGE 94, PUBLIC RECORDS OF PINELLAS
COUNTY, FLORIDA.
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= DENOTES WOOD POWER POLE
= DENOTES GUY WIRE & ANCHOR
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= DENOTES TOP OF CURB ELEVATION
= DENOTES GROUND ELEVATIONS
= LIGHT POLE
= SIGN POST
= DENOTES SET 5/8' CAPPED IRON ROD. LB 6928
= DENOTES SET NAIL AND DISK. LB 6928
= DENOTES FPKND
= DENOTES FOUND CONCRETE MONUMENT
= DENOTES FOUND RAIL ROAD SPIKE
= BACK FLOW PRE VENTER
= CONCRETE
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= FIRE HYDRANT
= FOUND IRON ROD
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= FOUND IRON PIPE
= FOUND
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= FOUND PINCHED IRON PIPE
= IDENTIFICATION
= INVERT
= LICENCED BUSINESS
= LOWEST LIVING FLOOR ELEVATION
= METAL LIGHT POLE
= OFFICIAL RECORDS BOOK
= OVERHEAD WIRES
= PERMANENT CONTROL POINT
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= PAGE
= PLAT BOOK
= PLAT
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= FIELD
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= SET CAPPED IRON ROD (5/8H). LB 6928
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1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH PLAT BOUNDARY OF BLOCKS uAu, uBu & ucu,
ACCORDING TO THE MAP OR PLAT THEREOF, HAVING AN ASSUMED BEARING OF NORTH 89023'57u WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON (N.A.V.D.) NATIONAL AMERICAN VERTICAL DATUM OF 1988.
3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 148, BRASS DISK IN CONCRETE POST, STAMPED F-3,
LABINS ELEVATION = 2.72 (1988 DATUM).
4. THIS SURVEY WAS BASED ON THE TITLE POLICY No. OP-9-1708-261, OWNERS FILE NUMBER:
DATED: DECEMBER 30, 2002 @ 5:25 P.M. BY AMERICAN PIONEER TITLE INSURANCE COMPANY
PROVIDED TO OUR FIRM FROM TAMPA BAY COMMUNITY DEVELOPMENT CORPORATION. THERE MAY
RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125095 0108 G (CITY OF CLEARWATER)
FLOOD ZONE: ZONE X
REVISED MAP DATE: SEPTEMBER 3, 2003
6. IT APPEARS THAT SEPERATE SURVEYORS HAD PERFORMED BOUNDAY SURVEYS ON THE SOUTH SIDE AND DIFFERENT
SURVEYORS HAVE PERFORMED BOUNDARY SURVEYS ON THE NORTH SIDE OF THIS PROJECT. THESE DIFFERENCES IN
SURVEY TECHNIQUE, HAVE CAUSED OVERLAPPS. GORES AND HIATIS PER MONUMENTATION AS LOCATED AND SHOWN
HEREON. FOR THE PURPOSE OF THIS BOUNDARY SURVEY OUR FIRM HAS HELD THE FOUND MONUMENTATION ON THE
NORTH SIDE OF THIS PROJECT. HOLDING THIS MONUMENTATION SEEMS TO FIT WITH THE NORTH AND SOUTH
MEASURED DIRECTION OF THE PLAT OF MADISON HEIGHTS. AS RECORDED IN PLAT BOOK 56. PAGE 48 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. LOCATED ON THE EAST RIGHT-OF-WAY OF SOUTH MADISON
AVENUE.
7. THIS BOUNDARY SURVEY TO ACCOMPANY THE TOPOGRAPHIC SURVEY AS SHOWN ON SHEET 2 OF 2 AND IS
NOT VALID WITHOUT BOTH SHEETS.
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AND WAS
BE ADDITIONAL
SCALE:
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FIELD BOOK:
PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
JB(())lLT~D.A.R..Y
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1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH PLAT BOUNDARY OF BLOCKS uAu. uBu & uCu.
ACCORDING TO THE MAP OR PLAT THEREOF. HAVING AN ASSUMED BEARING OF NORTH 89023'57u WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON (N.A.V,D.) NATIONAL AMERICAN VERTICAL DATUM OF 1988.
3. BENCHMARK - PINELlAS COUNTY BENCHMARK MAP No. 148. BRASS DISK IN CONCRETE POST. STAMPED F-3.
LABINS ELEVATION = 2.72 (1988 DATUM).
4. THIS SURVEY WAS BASED ON THE TITLE POLICY No. OP-9-1708-261. OWNERS FILE NUMBER: 02120003c.
DATED: DECEMBER 30. 2002 @ 5:25 P.M. BY AMERICAN PIONEER TITLE INSURANCE COMPANY AND WAS
PROVIDED TO OUR FIRM FROM TAMPA BAY COMMUNITY DEVELOPMENT CORPORATION. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125095 0108 G (CITY OF CLEARWATER)
FLOOD ZONE: ZONE X
REVISED MAP DATE: SEPTEMBER 3. 2003
6. IT APPEARS THAT SEPERATE SURVEYORS HAD PERFORMED BOUNDAY SURVEYS ON THE SOUTH SIDE AND DIFFERENT
SURVEYORS HAVE PERFORMED BOUNDARY SURVEYS ON THE NORTH SIDE OF THIS PROJECT. THESE DIFFERENCES IN
SURVEY TECHNIOUE. HAVE CAUSED OVERLAPPS. GORES AND HIATIS PER MONUMENTATION AS LOCATED AND SHOWN
HEREON. FOR THE PURPOSE OF THIS BOUNDARY SURVEY OUR FIRM HAS HELD THE FOUND MONUMENTATION ON THE
NORTH SIDE OF THIS PROJECT. HOLDING THIS MONUMENTATION SEEMS TO FIT WITH THE NORTH AND SOUTH
MEASURED DIRECTION OF THE PLAT OF MADISON HEIGHTS. AS RECORDED IN PLAT BOOK 56. PAGE 48 OF THE
PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. LOCATED ON THE EAST RIGHT-OF-WAY OF SOUTH MADISON
AVENUE.
7. THIS TOPOGRAPHIC SURVEY TO ACCOMPANY THE BOUNDARY SURVEY AS SHOWN ON SHEET 1 OF 2 AND IS
NOT VALID WITHOUT BOTH SHEETS.
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(1) STORY
MASONRY
RES.
LOT 3
(1) STORY
MASONRY
RES,
GOLDEN ESTATES
(P,B. 117, PG. 49)
LOT 2
(1) STORY
MASONRY
RES,
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RIM EL,:= 61.17 ~II RIM EL,= 60,19 WPPc) SANITARY MANHOLE q / 5ii CP 24 RCP WPP() 24"RCP 24"RC ~IIM EL.:= 66.70
]I~V.EL.= 55,92 N $2 UNABLE TO OPEN RIM EC. = 63.18 ~ ;;td STORM MANHOLE 60' RIGHT-OF-WAY It,:,E~.- 57.5~ N
INY,EL,= 56.75 E jI MANHOLE ASPHALTED INY.EL.= 56.80 N (011 RIM EL,= 63,87 WOODLAWN STREET MANHOLE ;N,V.E:-,= 59.~1j ~
l!\!Y,[L,= 56,07 S II OVER NY.EL,= 56.44 E II INV,EL,= 60,44 N i~V.~L.= ~8.~O t,
INV,EL.= 56.76 W ~ NV.EL,= 59.48 S ~ INV,EL,= 59,81 E 1~~.~L,: 57,~5 ~
NV.EL.= 56.42 W INV.EL,= 59,02 NW IN\.LL,- 57.~6 W
ASPH/lIlsFrHALT
P A VE~W:l1ENT
.p7
LOT 10
LOT 11
LOT 11
'"'4"
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LOT 23
LOT 11
LOT 12
WOODLA WN OAKS
PROJ'ECT
KLEIN
&
ST AUB SURVEYING9 INCa
SY'MBOL. LEGEND
@10U DENOTES OAK TREE - SIZE INDICATED
*-, 0 it DE.t~OTES P,AL_M Tf~E - SIZE I ND 1 CA TED
010u DENOTES PINE TRE - SIZE INDICATED
101! DENOTES CAMPHOR REE - ~T7; INDICATED
10" DENOTES ORNAMENT L TREE - SIZE INDICATED
A TREE LABELED jJTWIf\j"I, INDICAT S (2) TRUNKS
MEASURED Lj U THE ROUND F OM (1) M/\ I N
~ II T RIP L E ~ I t\j DIe E S (3) R U f\J K S ~vjEA SUR EO
4 .:\BOVE GROUND FROM ( ) ~\!1.l\IN RUI..jK~
= DENOTES WOOD POWER POLE
= DENOTES GUY WIRE & ANCHOR
= DENOTES EDGE OF PAVEMENT ELEVATION
= DENOTES TOP OF CURB ELEVATION
= DENOTES GROUND ELEVATIONS
= LI GHT POLE
= SIGN POST
= DENOTES SET 5~il CAPPED IRON ROD. LB 6928
= DENOTES SET NAIL AND DISK, LB 6928
= DENOTES FPKND
= DENOTES FOUND CONCRETE MONUMENT
= DENOTES FOUND RAIL ROAD SPIKE
= BACK FLOW PREVENTER
= CONCRETE
= ELEVATION
= FOUND CONCRETE MONUMENT
= FIRE HYDRANT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
= FOUND
= FOUND PARKER KALON NAIL AND DISK
= FOUND PINCHED IRON PIPE
= IDENTIFICATION
= INVERT
= LICENCED BUSINESS
= LOWEST LIVING FLOOR ELEVATION
= METAL LIGHT POLE
= OFFICIAL RECORDS BOOK
= OVERHEAD WIRES
= PERMANENT CONTROL POINT
= POINT OF BEGINNING
= POINT OF COMMENCEMENT
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= CALCULATED
= DEED
= REINFORCED CONCRETE PIPE
= RECLAIMED WATER
= SET CAPPED IRON ROD (5/8il). LB 6928
= SET PARKER KALON NAIL & DISK LB 6928
= WOOD LIGHT POLE
= WATER METER
= WOOD POWER POLE
= WATER VALVE
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NOT VALID WITHOUT THESFG~AT~RE .ANO'pRIGINAL RAISED"SEAL
OF A FLORIDA'L1CENSED SURVEYOR AND MAPPER
DRAWN BY:
PAGES:
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PROFESSIONAL SURVEYORS AND MAPPERS
8016 OLD COUNTY ROAD No. 54
NEW PORT RICHEY. FLORIDA 34653
OFFICE: 727-834-8140 FAX: 727-834-8150
LB 6928
lL <0> JP> <0> G R...A JP> JH][ C
SUR.. "VE~
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DATE:
No:
FOR: ECONOMIC DEVELOPMENT 8c HOUSING
CITY OF CLEARWATER
P.O. BOX 4748
CLEARWATER, FLORIDA 33758
PHONE: 727-562-4031 FAX: 727-562-4037
REVISIONS
BY:
BAK
15-31
04/14/04
CHECKED BY:
SHEET No,:
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PROVIDE PLUMBING FIX1VRES AS SaECTED PMCTICAL CONSTRUCTION CO/.'.Pt.ETE WITH ALL TRI/.\" STOPS, VALVes,
, SUPPUES AND ESCUTCHEONS.
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ALL PLUMBING SHALL DE ACCORDANCE WITH STANDARD PWMOING CODE AND LOCAL ORDINANCES,
SOIL WASTE AND VENT PIPING SHALL DE SCHEDULE 40 I'Ve,
ALL WATER PIPING SHALL DE (1.) WITH 9~-5 SOLDERED JOINT.
NO corrER TUBING CONNECTIONS PERMITTED' UNDER SLAD,
COPPER PIPING UNDERGROUND AND IN CONTACT WITH THE DISSII.'JUR METALS SI-!ALL OE COATED WITH COAL TAft
ENAMa AWWA-203 OR EQUAL.
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PROVIDE INDMDUAL WATERS STOPS AT ALL WATER CLOSETS LAVATORIES AND KITCHENS SINK INSTALlATIONS,
RUN ALL PIPING CONCEALED IN WAu.s , flOORS, AOOVE CEIUNGS OR DaOW GIlADE.
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COORDINATE ALL WORK WITH ALL TRADES,
VERIFY ALL ROUGH REQUIREMENTS WITH THE FIX1VRES THAT ARE SEtCCTED,
rROVIDE FVLL SIZE PIPING FRO/,' HOT WATER HEATER P <\ T VALVE TO EXTERIOR,
WATER PIPiNG RUN THRU CONCRETE OR MASONRY SHALL DE WMPPED WITH 10 MIL PLUMBING TAPE,
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HOT WATER PIPING SHALL OE INSULATED IN ACCORDANCE WITH THE COUNTY \VIDE ENERGY CODE,
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NO, 10 GA. G"XG" WIRE MESH OVER
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, GENERAL NOTES
1, IT IS THE INTENT OF THE DESIGNER THAT THIS WORK BE IN ACCORDANCE WITH ALL
REQUIREMENTS OF THE BUILDING AU1HORI1IES HAVING JURISDICTION OVER THIS TYPE
OF CONS'mUCTION AND OCCUPANCY, .
Z, THE CON'mACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE
PRIOR TO COMMENCING WORK. Tl-IE CONTRACTOR SHALL REPORT ALL DISCREPANCIES
BEnvEEN THE DRAWINGS AND EXISTING CONDITIOIIIS TO THE DESIGNER PRIOR TO
COMMENCING WORK. ,
3. THE CONTRACTOR SHALL SUPPLY LOCATE AND BUILD INTO THE WORK ALL INSERTS,
ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES. HANGERS, BRACING, SLI,\B
DEPRESSIONS AND PITCHES AS /MY BE REQUIRED TO ATTACH AND ACCOMMODATE
OTHER WORK.
4. ALL DETAILS AND SECTIONS SHOWN ON THE DRA WINGS ARE INTENDED TO BE
, TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION
ELSEWHERE IN WORK EXCEPT WHERE A DIfFERENT bET AIL IS SHOWN.
5, IT IS THE RESPONSIElILITY OT THE CONTRACTOR TO DETER/^INE ERECTION
PROCEDURE TO INSURE THE SAfETY OF nlE BUILDING DURING CONSTRUCTION. ALL
FOOTINGS, REINFORCEMENTS, TRUSSES, He, ARE TO OE RECONS'mUCTION VERIFIED
BY OWNER/CONTRACTOR AND ADJUSTED IF REQUIRED, ALL DIMENSION AND CONDITIONS
OF JOB SHALL BE CHECKED BY CONTRACTOR PRIO~ TO START Of CONS'mUCTION.
2"x&" p,t.. gamge dr. buck
. , . . .I, , .
DETAIL QF,GARAGE DOOR BUCK'TO MAS.oNRY,WALL.
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FOOTINGS
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All exterior walls, bcarlngwalls and columns shall be supported on .concrete footings of sufficient design to support sofely the
loads llS determined from the charocter of the soil. . .
Monolithic slab on grade interior foundations may be used In ~onjunction with stem wall exterior foundations. ~
A soil pipe or waste' pipe or building drall! passing under a footing or through a foundation wall shall be provided With a
. relieving arCh or shall be bUild Into the mascnry wall an iran sleeve two pipe sizes greater than the pipe passing..!:Jrough ,
CONSTRUCTION. , . . '\ '
Footings shall be level or shall be stepped so that both top and bottom of such footings are level.
AII,.exterior footings except, manolithic slob on grade foundations Sh~JI be at least 4. wider on each side of the stem wall
, . ,above. .
TIle outer, bar of foundation steel shall b~ co!'ltinoous 'a~d comers. The min. lap is 25 inches,
FOOTING DOWELS' '
Footing dowel bars shall be provided for all vertical wall reinforcement in the following locations.'
, A, At all comers .' ' '.
B..At each side of door openings mare than 3'-0' wide
C. At each side of window openings more than 4'.{). wide
D, 2 rods at each side of opening more than 12"'{)' wide
E At (J)Lt':)II O,C. of wall that is in a 123 MPH wind zone '
Fooling dowels a each location shall be same size .and Quantity as vertical wall reinforcement obove
All footing .dowels shall have a standard 90 degree hook and shall be embedded 5 inches into B Inch foolings and a rnlnllT\U1I\ of
6 inches Into all o\her footmgs, Dowel bors sholl lap vertical wall reinforcement a min. of 25 lO~hei
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fOV~\lDATION AND STRUCTURAL'
Inspection of the site 'indicates soil bearing capacity of 2000 p.s,i, Should other conditions be present builder shall nOldy
, designer,
,SQi) shall be treated for termites..
All concrete shaJl have a min. 'strength of 2500 p.s.i. at 28 days. , .
: All reinforCing steel to be deformed billet steci conforming to ASTI.\,65 grade 40 and that ties be steel
, conforming to ASTIo\-615 grade 40.
Welded wire fabric shall conform to ASTIo\ A-185
Ovmer I controctor sholl verify 011 openings, sleeves, ancho"', bolts, and inserts,
. All reinforcing details to conform to manual of standard ACI,315 unless detailed otherwise.
Provide spocer.s, chairs, bolters, etc. a; r~ui~ to assemble place and support all r~inforcing In place,
, MrJsonry beams botrom steel must be no mOre than Z 3/4' fram bottom. .
Co~crete beams steel must be m::rio more lhon 2. from top and bottom,
Footing and steel to b,l; placed 3. clear of the bottom. Bottom of footing to be at lros.t 12. below existing grode,
Lap all 9ra~e 40 steel 25. Lap grade 60 steel 30" .. ' '
Grout shall have 0 ~, cOQrse aggregate size'of 3/6' placed.at.!!." B to II inch slump iind ove a min, compressive
strength'of 2500 p,s,j, at 26 days. Compressive strcoglh of 2'500 p.s,j, when tested in.accordance with AST'\\.C1019 or sholl be
In, accordcuic,e with A ST/.\,C476 , ..
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MASONRY NOTES
, All masonry is to 'be 8. units and shall conform to ASH\ C90 TYPE NI ~et compressive strength of 1900 p.s'
Mortar shall conform.to AST/.' C-476 TYPE PL, wilh Q min, compressIve strength of 2000 p,S:', when tested In <Iccordance VIIIII
, ASTJ.\ C 1019 or shall be in accordance with AST'" C 476. ','
'Iron outs shall be provided for cells containing vertical rei~forclng when grout pour exceeds 5 feet In heIght
CONTINUITY OF VERTICAL REINFORCEMENT
Verticol wall reinforcement shall be lap spliced to fOWldation dowels ot locations specificd on floor and
foundofion plans, .
All ver1lcal wall reinforcement sholl be. terminated in bond beam at roof level with standard hook, The hook may be fOI;mcd by
bending the vertical wall reinforcement or by lop splicing to a standard hook, The hook shan extend to the uppermost
'horizontal reinforcement of the bond beam and shall be imbedded a minimum of 6 inches into bond be~m.
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COIINtC'i10f~
FASTING SCIU!DULE
F I\Sl1'.Nl:n
lIuMPtn on lll'ACING
-_. -_.'.- ..-...--
WOOD STRUCTUML PANtL nOOF& " GIll. O.C, tOOtS AIIO
WALL llllEATIIINO GO COMMOfl(WALL) 121/1,O.C,
112" on LESll . 00 CO r,1 1.1 0 II (nOOf} INTEnI,lCOIATll
1D1321N, on Gnl!An:"n 00 COMMON OIN, o,c. COOCS AND
.. 12I/1,O.C,INTtnl,tl!0IATE
511011'4,-112 IN, 10 lOA. GALVANIZE!:! \'t1ne STAPLES,3:0 ItI. 41/1, O.C I:OOC3 AND
/JIN, cno\'1H, LCNGTH 01' 1 1/1, PLUS OIN,O.C,
WOOD llmUCTUML PAtH:L on . 1/~nMI:OIATI!
PMTlCU:DOMD TIIICltNtllS
10 Clio CALVAtUZCO \'Ime llTAPLES,3/0 IN, 2 III, o.c. 1:0CC3 MID
10132 IN, . 314 IN, MIN, cr.orttl, U~tlGTH OF 1 IU, PLUS
1'1000 smuCTlJI1JU. PAtlU OR 5 IN, O,C,
INTErn.1 t:DtA Tt!
, PMTlCLI:1l0MD TIIICKNt:S:l
GYPSUM \.,ALLllOMD 112 m, 1 310 IN, IIAIL 7 Ill, O.c. 011 ce/ullo
o IN. o.c. \'IALL!!
GYPSUr,1 \'IALLOOAnD MlIIl. 1 112 IN, NAIL 71/1, o.c. ON celLl/IG
o IN, O.C, \'IAlLS
DAIID JOIST TO llllL.on TOP r1.l\Tt! GO o 1/1, O.C,
JOIST TO DAIIOJOIST FAce IIAIL 1G 0 cor.lr,ION 3
JOIST TO lllLL OR CIIU)!:;R ,TO tlI\IL GO COr.tf,lON 3
DIUOOJrlO TO JOIST,TO!! flAIL I!J\. 1:/1 .GO COW.10r, 2
u:ocrilt STrup .100 COr,lr,lON 3 AT CACII JOIST
SOLI! PU\Tt! TO JOIST OR 10 Ill, o.C,
DLOCltIIIG. FAC!! NAlL 100 COI.1l,IO/l
- . -
TOP PU\Tt! TO STIJO, ttlo tlAlL 1 GO cor.IMO/I 2
llT\J0 TO P1.l\Tt!, TOI! H1!:IL GO COr.H,lOll 4
OOU[lLEO llT\J05. FACt! NAlL 100 COr,lr,lON 24 lit, O,C,
DOUOLl!D TOP PLAT!!, FAC!! NAIL 100 COr.lr,IOI' 101/l,O.C,
TOP PLATE. tJU> NID,II~Tt:;CCT10IlS
FAC!! NAIL 100 COW.ION ~,1CO on 3-100 CO/.IMOI'
CONTltlUOU:J BlUlOl!n, T\"tO PICCO 100 COMMON 10 III O.C, ALOIIO I!JI.l:ooe
Cl!ILlNG JOIST TO PLATt!, Toe tlAlL [10 COW.IO/~ 3
Corrr,Ill!Jl.Ol!/t TO STUD ,TOl! IIAlL GO COW,ION 3
Cl.G, JOlllT. LAPS OIl[R I'AnT,FACI! NAIL eo COMMON 3.150 on 4-100 COr.u~OIl
CLO, JOlllT TO I'AnALLtL ltArn:ns. FACE AIL CD COMMOII 3-1CO on 4-\00 COI~MOI'
MFTI:/t TO P1.l\Ti!. Tal! NAlL CD COMMON 3
, III. IlllACI! TO U. STUD AIID PLATt! .
. FACE IIAIL eo COMMOU z
tlUILT UP conm:n llT\JOS 1CO cor,U,\ON 2411l,O.C,
[lUILT UP CIROCTt:; AND [ll!Ar.\S ,OF 200 COWr.OI' 2 IN O,C.AT TOP MID coyror"
rnru:e MCMIlI:RS MID STAOCtm:o 2 CIIOS NID
AT CAClIllPLIC!!
-
\"tOOD STnUCTML PM,tL llUDFLOORlIl GO COMMON AllNuU\n on Gill. O.C,tocrs AND
15132 Ill, 112 m,7/1G IN, llPlnAL TllntAD 12 II. O,c. INTCr.MtOIATI!
---- .~..__.. ...-
111132 IN. ,3;4 IN, GO COM/.lor, on 6 ANIlULM 6 IU, O.C, I:OOI:!; AND ,
on llPmr.L TIlIIlZJ\D 12 IN,'O.C., IIlTcnMCDlATI!
--~_._- .- --"a---- -
.
111~, .111O.11l. 100 COMMON on BIN, O.C, COOCS /JID , ,
CD MlIIULAn on 51'mAL T1lr.tAD 12111,O,C.,lIlTLm,1I!OIATI!
_,_'_.___-,--__.__'_.n.._._ ----------.-.-.- -.
16 GA GAI,vr./olIZ!:D WillE 5TAI'LI:5 4 IN, O.C, I:OOtS AND
1!i/32 Ill. 112 IN, 7/17 m, 30 III. M1N.cnOI'l"1l1 5'0 III LC/olOTlI 7 IN, O.C.. INTERr,lEOIATI!
_.--~ ..-- .----.-...--...---.-----.. ...---.-.-"....- -.-......c...--'--.--- , ..,_._,
I 10/32 HI. ,3,4 Il~. 10 GA GAI.VAIIIZr.U Y':1I11; r.1APLrs \' 112'11l. O.C. i:OCf,:; ArlO
I .. 30 IH. t.l1I1.cnOI'(II , s.n III Lf./IGTlI 4 III, ~,C~~~~~'::':~~~~~_._
u - ..__~h______.~...'.' ..,______...__.-__ .-'- -. ~
TERMITE PROTECTION
I, A PERMANENT SIGN WHICH IDENTIFIES TIlE lERMITE'IllEA rM~m PROVIDER.-.ND NEED
FOR REINSPECTION ^ND TRE^ 1I,\ENT CO~IT ^CT RENEW",L SHALL BE PROVIDED. . .
TIlE SIGN SH^LL BE POSTED NEAR TIlE W^lER HE^ TER OR ElECllHCAL P^NEL BOX
2. CONDENSE ^ND ROOF DOWN SPOUTS S'HALl DISCHARGE AT lI'AST,)'O~ AW,AY fROIA .
TIlE BUILDING WALLS.
3. IRRIG^TION ISPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPR^Y HEADS SH^LL
NOT BE INSTALLED WITIlIN )'.0' OF BUILDING SIDE WALL, ,
4. TO PROVIDE,FOR INSPECTION FOR TERMITE INFEST^TION, BElWEEN W^LL COVERING AND
FINAL EARTIl GR^DE SHALL NOT BE LESS TIlMI b. IN. EXCEPTION: PAINT- OR DECOR^TIVE
CEMENTITIOUS FINISH LESS TIl...N 5/8. TIlICK ADHERED TO TIlE FOUNMTION WIoLL,
5. INITIAL TREATMENT SHALL BR D9NE AFTt;R ALL EXCAVATION AND MdFrLl IS' '
COMPLETeD. .' . .
b. SOIL DISTURBED AmR INITIAL .TREATMENT SHALL BE RETRE^TED INCLUDING SPACES
BOXED OR FORMED,
7. BOXED AREAS IN CONCRETE flOORS fOR SUBSEQUENT INS T AlLA TION Of- TRA~S , ETC" SHALL
BE IMDE \vnH PERJoVoNENT METAL OR PLASTIC FORMS. PERIMNENT FORMS MUST BE BE OF .
srzE AND DEPTH mAT WILL EUI,\INATE WE DISTURMNCE OF SOIL AFTt;R.TIlE INITIAL TREATMENT
. 8. MINIMVIA 6 MIL VAPOR RET...RDER'MUST BE'INSTALLED TO PROTECT ^GAINST RAINF^LL
DILUTION, IF RAINFALL OC,CVRS ,BEFORE VAPOR RET^RDER PLACEMENT RETREATMENT IS .
REQUIRED. .
9. CONCRETE OVER POUR AND MO;n^R ^LONG THE FOUND^TION PERIMETER MUST BE REMOVED
BEFORE EXTERIOR SOIL 'mEA TMENT
10, SOIL TREATMENT MUST BE ^PPUED UNDER ^LL EXTERIOR CONCRE!E. O!l GR^DE WITHIN 1'.0.
OF THE STRUCTVRE SIDE WALLS. .
11. m ExmIOR VERTIC^L CHEMICAL Il~RRIER MUST BE INSTALLED ^mR CONSTRUCTION IS
COI.\PLEn:D, INC1.UDING LANDSC^PING AND IRRIGATION. ^NY SOIL DISTURBED AmR 11-IE
. VERTICAL MRlUER IS APPLlED SH....llBE RETREATED.
t2. ^LLIlUILbINGS ^RE REQUIRED TO HAVE PRE.' CONSTRUCTION TREATMENT.
13. A CERTIFlCATE OF COIN'tlANCE MUST BE ISSUED TO WE BUILDING DEPARTMENT BY A
UCENSED PEST CONTROL COMPANY BEfORE A CERTIFIC^TE OF OCCVMNCY wn.L BE. WE
CERTIFlC^TE OF COI.IPU^NCE SH^LL STAn:. WE BUIlDINl> H^S RECEIVED A COMPLETE
TREA TMENT FOR mE PREVENTION OF SUBTt;RIMNE^N -n;RMIlCS, TIlE TREATMENT IS IN
ACCORDANCE WI1H WE RULES AND LAWS OF TIlE fLORIM DEPARTMENT OF AGRlCVL TURE
AND CONSUMER SERVICES,
,14. AFTEA All. WORK IS COMPLE-n;D ,LOOSE WOOD AND FllL MtJST BE REMOVED fROM BELOW
AND WITHIN 1'.(). OF TIlE BUILDING, 11-IIS INC1.UDES ALL GR^DE STAKES, TUII TR^P BOXES,
FORMS SHORINl> OR 011-lER CELLULOSE CONTAINING MATERIAL. .
15, NO WOOD, VEGETATION, STUMPS, C^RDBO^RD , TRASH ETC. SHALL BE BURIED WITHIN 15..0.
OF ...wI BUD.DINl> OR PROPOSED BUILDING,
16. SOIL is TO liE CO/.\PACTCD TO 957, MODIFlED PROCTOR ^D DEFINED IIY AST/A D 1557'91 .
SCAlE 11/2~ -1'.{)"
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GARAGB DOOR INSIDB El.E'i ATIONS
"
~J! 1/4. .I'.{)'
rnOVIDE AIR CHAMBERS IN HOT AND COLD WATER UNES AT EACH FIX1VRES.
WINDOWS AND SLIDING GLASS DOORS SHALL BE
INSTALLED, PER MANUFACTURERS ' .
SPECIFICATIONS
"SWINGING EXTERIOR DOORS TQ BE IN.STALLED AS'PER
MANUFACTURE S,PECIFICATJONS,' ' .
I CERTIFY THAT THE STRUC11JRE AND APPURTHiANCES DESCIUBED ON THESE l'IA~S H~YE II)]EN
DESIGNED TO BE IN COMPLIANCE Wl:m SECnON 1606 OF TIlE RORlDA I3UILDING CODl: :lOO} ,
ENGINEER OF WORK;
SCIENTISTS & ENGINEERING
1280 HEATHER RIDGE BLVD.
DUNEDIN, FL 34698
VOICE (727) 738-9025
FAX (727) 738-9505
THIS PLAN IS CERTIFIED FOR STRUCTURE ONLY
.' . "
---------~
FLA, REG, 20158 . .
PAUL E. HAGLER M,A. P,E,
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STUCCO'
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1/2" DRYWALL WALLS
1 "X2" P.T.@ 16"0.e.
R-5INSULATlON 00. WALLS
WOO BASE
CONC; FILLED VERTICAL CELLS
AS SHOWN ON FOUNDATION PLAN
Be INSTALL,1 # 5 nOD FROM FOOTING
, . TOTIEI3EAMW/25" LAP
D~-r !\.IL B
4'; CONe. SL..\B fiEINF. WI NO..tO GA
WIRE MESH Oil 'F III Ell MESU
WOOD FRAMING
tALL LUMOER IN CONTACT WITH MASONRY OR CONCRETE SHALL OE PRESSURE TREATED.
Z.ALL ROOF RAFTERS AND PRE FAil, TRUSSES SHALL OE SECURELY FASTENED
TO'THEIR SUPPORTING WALLS OR BEAMS WITH REQUIRED ANCHORS OR CUPS AS PER
SECTION 1606 FLORIDA OUILDING CODE 2001 ' ,
3,BUILDER SHALL OE RESPONSIOLE fOR TRUSS INSTALLATION AN LATERAL BRACING.
4,TRUSS MANUF, TO PROVIDE METAL TRUSS HANGERS
5,TRUSS lhANUF, RESPONSIOLE F.OR FINAL TRUSS LAYOUT, '
6.AU FRAMING MEMBERS SHALL OE WOOD MEMBERS WITH PROPERTIES EQUAL TO OR
IlETTER THAN mOSE GIVEN OY' THE SOUTHERN PINE INS?, BUREAU FOR SURFACED
DRIED SOUTHERN PINE NO,2 MODULUS OF ELASUCITY(I,600,OQO PSI)
7.ROOF LIVE LOAD 20 PSF, ROOF DEAl) LOAD 20 PSF,
a.AU F,ASTENERS SPECIFY SHAU BE EQUAL TO OR GREATER THAN THOSE SPECIFY,
9.AU W AU SHEA THING SHALL BE 1/2" CDX PLYWOOD NAILED 6.0,C, ^ T EDGES AND 12"
. O,C. INTERIOR WITH IlD COMMON NAI1.S
10.SHEATHING TO OE PLACED WITH LONG DIMENSION HORIZONTAL AND WITH ENDS
STAGGERED ATLEAST,3Z.,
FASTENERS
ALL FASTENERS ARE SPECIfIED 'AS SIMPSON MANUFACTURE TYPE BUT MAY BE 5UBSIllTUED FOR ANY omER
IMNUF ACTURE WIm EQUAL OR DETTER UPLIFT SPECIFICA nONS,
NOTE: '
RETRO/fIT HURRICANE ANCHORS SHOULD BE INSTALLED AS FOLLOWS
1. ANI ins SHOULD BE SIMPSON HTSMI6 ( OR EQUAL)
2, At) .,:RS SHOULD BE ATTACHED TO OOND OEAl.\ WITH '^INIMUM (3) 3/16. XI3/4"TAPCON(OR EQUAL)
[ , r~EW IS RATED AT270#IN SHEAR FOR A TOTAL OF 610 PER ANCHOR.
3 1 ,'; SHOULD DE SPACED A MINIMUM l1/Z. EDGE DISTANCE AND AS FAR MART A POSSIOLE.
D E'T b.. \ L A-..
18" ABOVE CENTER LINE OF STREET .
ORASPERSPECIFIED ~.
GRADE
ROOF TRUSSES;
1. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH Tl-lE TPI DESIGN SPECIfICA nON FOR
METAL PLA TE CONNECTED WOOD TRUSSES,
Z, TRUSS DESIGN SUOMITTALS SHALl. INDICATE DESIGN WIND SPEED. HEIGHT ABOVE GROUND,
AND AMOUNT OF UPLIFT AT OEARING. '
3, TRUSSES SPACING; METAL PLA TE CONNECTED WOOD TRUSSES SHALl. BE SPACED NO MORE .
mAN 24.0.C, AND DESIGNED fOR LIve LOADS AND WIND LOADS FOR ENCLOSED BUILDING
, BASED ON SECTION 1606 FLORIDA OUIt.DING CODE 2001
4. GIRDER TRUSSES SHALL BE DESIGNED TO FUNCTION ALSO AS DRAG STRUTS. TRUSS DESIGN
SUBMITTALS AND ERECllON INSTRUCllONS SHAU SHOW OOTH UPLIfT AND LATERAL
CONNECTION LOADS REQUIREMENTS AT ENDS Of GIRDER TRUSS,
5. TOP CHORD OF TRUSSES SHALL BE Of GROUP II SPECIES LUMOER.
6. HIPPED ROOFS; WHERE TRUSSES USED TO FORM A HIPPED ROOf, A STEP DOWN HIP
SYSTEM SHALL BE USED. ,
7, ALL WOOD TRUSSES SHALL BE DESIGNED AND ENGINEERED BY FLORIDA REG. ENGINEER
FOR DOWNWARD LIve LOAD Of 20 PSF AND UPLIfT LOADS TO RESIST THE FORCES DUE TO
AT LEAST 1231N'H WINDS INLAND AND 130 MPH WINDS IN COASTAL AREAS, fOR INLAND
AREAS OF PINELLAS COUNTY mE REQUIRED WIND SPEED IS 123 MPH, ..
16"
TYPICAL WAll SECTION SCALE 3/4" =1'-0"
I CHnlFY TIIAT TilE STRUClllREAND APPURTENANCES OESQU1l1:D ON THESE PlANS HAVE BEEN
DE.':iIGNED TO UE IN CO!-II'U,\NCH WITII SECTION 1 ()06 OF '1'1 m FLORIDA BUILDING CODE 20(H ,
ENGINEER OF WORK;
SCIENTISTS & ENGINE~RING
1280 HEATHER.RIDGE BLVD.
DUNEDIN, FI. 34698
VOICE (727) 738-9025
FAX (727) 738-9505
ROOF SHEA1l-IING;
SHALL OE ^ MtNIMU/.\ OF 15/3Z. Tl-lICK CDX PLYWOOD OR V2" OSB BOARD
LAID IN A STAGGERED PATTERN AS SHOWN IN THE TAOLE SOC 2310,2A CASE 1 ,
mE NAIUNG PATTERNSHAU oe Of) AT 6"0.C. AT AU PANEL EDGES AND 12. O.C, IN mE INTERIOR Of mEPANa,
EXCEPT THA T AU. OVERHANGS AND -I Gf GABLE ENDS AND HIP RID.GES, Tl-lE SPACING ON INTERIOR AREAS SHALL BE
REDUCED TO 6" O.C,
TillS Pl.AN IS CERTIFIED FOR STRUCTURE ONLY
---------------------------------------
PAUL E, IIAGLER.M,A, p,E,
FLA. REG. 20158 ,
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SYMBOL ~EG.END
-Q- .. CEILING OUTLET
~Q- WALL OUTLET.' .
-<b-' FAN OUTLET
@' RECESS CEILING LAMP
:@: DUPLEX OUTLET
:0,\LJ,P. WATERPROOF OUTLET
:$ ,', RANGE OR"DRYER OUTLET 220V
,0- SWITCHED OUTLET
0 FLOOR OUTLET
:€1: (p P, DUpLEX GRD. FAULT INTRP.
@ 'SPECIAL PURPOSE OUTLET
~ SINGt:E POLE' SWITCH
~r~ THREE WAY SWITCH
~,\. FOUR WAY SWITCH
-, DOOR BELL :BUTTON
.. .J'JIll_ CHIME
,":;. TELEPHONE'
-I- TELEVISION
c' .... FLOUR. LIGHTING
q-nm PANEl BOX '.
"
@ SMK .DETECTORS W. TOGETHER 110V
ELECTR,~CAL NOTES
1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE,
2, .ALL APPLICABLE LOCAL ORDINANCES AND COOPERATION WITH THE
UTILITY COMPANIES,
3, INSTALL ELECTRICAL, CABLE WIRE AND CONNECTORS AS INDICATED
IN ACCORDANCE WITH THE MANUFACTURE WRITTEN INSTRUCTIONS
THE APPLICABLE REQUIREMENTS OF THE NATIONAL ELECTRICAL ASSOC,
"STANDARD OF INSTALLATION"
4. ALL WIRING TO BE COPPER
5, ALL WIRE TO BE COPPER #10 AND #12 S,HALL BE #8 AND LARGER SHALL
BE TYPE STRANDED. #14 MAY BE USED FOR GENERAL LIGHTING IF CODE
ALLOWS,
6, COORDINATE ELECTRICAL REQUIREMENTS FOR AIC WITH AIC
CONTRACTOR,
7, RANGE VENT SHALL BE 3"XI0" OR 7" DIAMETER THRU ROOF DECK,
8, DRYER VENT SHALL BE 4/1 DIAMETER THRU ROOF DECK OR EXTERIOR
WALL.
9, GROUNDING TO FOOTING REBAR WITH A MIN. OF #4 BARE COPPER
CONNECTOR.
10, ALL BATHROOMS, GARAGES AND OUTDOOR RECEPTACLES SHALL BE
GROUND FAULT INTERRUPTER TYPE,
11. KITCHEN AND BAR SINKS SHALL HAVE GROUND FAULT INTERRUPTERS
IF INSTALLED WITHIN 6' OF SAID OBJECT.
12, ALL BEDROOMS SHALL HAVE ARC FAULT CIRCUIT INTERRUPTERS
INS T ALLED
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AD/IISTA.'. AND STANDD" rDIST .,U"
The MSTC sencs h3S countersunk n3i1 slots lor a 10l'ler nailing pro'
Me, Coined edges ensure saler handling, Tho RPS meols IOC, IRC, UDC
and City of Los Angolcs code requirements for pipes In walls.
Install Strap Ties where plates or soles nre cui, alwalllntersections
and as ridge lies; lSTA and MSTA sl~~Fs ar,e engIneered for use o~ 1.",:
members. TIle 3 center'lo.center nail spacing reduces Ihe possibUity 01
splilliJ'lg, For the MST, this m3Y be I problem on lumber narrower Ihan
'3W; either fIll every nail hole wilh 10dxl W nails or liI]pery other nail
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fasteners used. The LSTllIghl Slr3p lies are SUllable where gUII'1I31:lng :\ 11l,~~
sary Ihrough diaphragm decking and \'Iood chord open \'Ieb trusses. t'
fl/IlSII: liST-Simpson gray painl; PS-HDG; all others-galvanlled Som~ C'~:~';!. -,.
are available In slalnless sleel or Z'MAX; sea Corrosion.lleSls13I1C~, paoc i
IIlSTAlLATlOII: Use all specllied fasteners. See General Ilotes,
OPTlOllS: Special sizes can be made 10 Older, See also IlCST.
CODES: See page 8101 Cude llsling Kc)' Cliarl ' ,
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FIBERGlASS SHINGLES
\5lll. FELT DRY IN ,
'1/2" CDXPl YWOOD SHEAllilNG
WOOD TRUSSES @ 24" O.C.
H-10 ClIPS@EA. TRUSS
2-2"XS "WOODllEAMWI 112~'
PLYWOOD FLITCH PLATE
112" CEILING MTED DRYWAll
CEDAR WRAP
(2) ST -12 STRAPS
6"X6" P.T. WOOD POSTS
OR DEC.l.B. POSTS
ADAM POST ANCHOR EA. POST
WI 1/2"X4" REDHEAD OR 1/2"X8"
ANCHOR DOLT
4" CONC. SLAll REINF. WI NO, 10 MI.
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COMPACTED SAND FIll \\D'. ,7,'-:..: ,~,; -
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I CEHTIFY TIIAT THE STRUCTURE AND Ml'1JHTENANCES DESCIUBED ON TlIESE l'lANS IlA VE BEEN I
DESIGNED TO BE IN COMPUANCE WITII SECTION 1606 OF TI IE FLORIDA BUILDING CODE 2001 ,
ENGINEER OF WORK:
SCIENTISTS & ENGINEERING TillS PLAN' IS 'CERTIFIED FOR STRUCTURE ONLY
1280 HEATHER RIDGE ~LVD.
DUNEDIN, FL 34698
VOICE (727) 738-9025'
FAX (727) 738-9505'
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FIA, REG, 20158'
'PAUl. 13, HAGLER M,A, P,E, .
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