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Found 4x4 Concrete I � I � I
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E. 6 "CLAY INVERT
ELEVATION =34.87
S. 4" CLAY INVERT
ELEVATION =35.54
W. 6" CLAY INVERT
ELEVATION =34.93
1 "' # i i f s ris • # i% • j� i .. * i .. i i mom 1I iM aA i1
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Edge of Pavement
P1 SCALE
CTIONS 15 & 16, TOWNSHIP 29 SOUTH, RANGE 15 EP Elevations shown hereon are based on City of Clearwater
Benchmark stamped "E -06" having an elevation of 23.382
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA feet based on NAVD 1929 Datum. Located at the Northeast
corner of Chestnut Street and South Myrtle Avenue.
1. ALL EXISTING ABOVE GROUND CONDITIONS
IMPROVEMENTS SHALL BE REMOVED TO EXISTING PROPERTY
LINE.
2. ALL UNDERGROUND UTILITIES SERVICES SHALL BE
LOCATED AND REMOVED TO EXISTING PROPERTY LINE
UNLESS OTHERWISE NOTED ON THESE PLANS.
3. ALL EXISTING WELLS SHALL BE PROPERLY ABANDONED
BY A LICENSED WELL CONTRACTOR PER SWFWMD
STANDARDS.
4. MONITORING WELLS SHALL BE MAINTAINED AND
PROTECTED.
5. ALL EXISTING WATER METERS TO BE ABANDONED PER
PINELLAS COUNTY STANDARDS.
6. UPON TESTING OF BASE MATERIAL PER GEOTECNICAL
APPROVAL, CONTRACTOR MAY REUSE EXISTING BASE
MATERIAL ONSITE.
7. BASE MATERIAL THAT FALLS IN PROPOSED LANDSCAPED
ISLANDS SHALL BE REMOVED.
1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS
SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT
EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE
ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND
WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE
GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL
TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY
REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER
DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR
HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS
SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR
SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF
FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT
MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES
AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS
WARRANT.
3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL
BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN
THE SPECIFICATIONS.
4. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR !'
IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY
HIGH WATER OR RUNOFF.
5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM
CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO
DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE
NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES
OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED
BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND
KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER
QUALITY STANDARDS.
6. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE
AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS
NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT
CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED,
UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS
PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND
PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY
THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND
PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN
FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT
PERMIT.
7. THE CONTRACTOR AND /OR OWNER'S REPRESENTATIVE SHALL PROVIDE
ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL
FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE
STABILIZED.
S. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS,
AS DEFINED BY FIELD CONDITIONS.
9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION
BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF
ADJACENT PROPERTY, STREETS, STORMSEWERS AND WATERWAYS. IN
ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION
RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE
ENGINEER AND /OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF
EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR
BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO
THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES.
10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,
THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING
SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.
= Overhead Wire
Mn
=Water Meter
=Water Blow Off
QV
= Sanitary Manhole
= Bollard
=Guy Wire
= Utility bole
1. ALL EXISTING ABOVE GROUND CONDITIONS
IMPROVEMENTS SHALL BE REMOVED TO EXISTING PROPERTY
LINE.
2. ALL UNDERGROUND UTILITIES SERVICES SHALL BE
LOCATED AND REMOVED TO EXISTING PROPERTY LINE
UNLESS OTHERWISE NOTED ON THESE PLANS.
3. ALL EXISTING WELLS SHALL BE PROPERLY ABANDONED
BY A LICENSED WELL CONTRACTOR PER SWFWMD
STANDARDS.
4. MONITORING WELLS SHALL BE MAINTAINED AND
PROTECTED.
5. ALL EXISTING WATER METERS TO BE ABANDONED PER
PINELLAS COUNTY STANDARDS.
6. UPON TESTING OF BASE MATERIAL PER GEOTECNICAL
APPROVAL, CONTRACTOR MAY REUSE EXISTING BASE
MATERIAL ONSITE.
7. BASE MATERIAL THAT FALLS IN PROPOSED LANDSCAPED
ISLANDS SHALL BE REMOVED.
1. THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS
SHALL BE COORDINATED WITH THE CONSTRUCTION OF THE PERMANENT
EROSION CONTROL FEATURES TO THE EXTENT NECESSARY TO ASSURE
ECONOMICAL, EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND
WATER POLLUTION THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
2. THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE
GOVERNED BY THE NATURE OF THE CONSTRUCTION OPERATION AND SOIL
TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY MATERIAL USUALLY
REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER
DISCHARGE, WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR
HAY BALES TO PREVENT EROSION. FLOATING TURBIDITY CURTAINS
SHALL BE USED IN OPEN WATER SITUATIONS. DIVERSION DITCHES OR
SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER RUNOFF
FROM BEING DISCHARGED TO WETLANDS OR OTHER WATER BODIES. IT
MAY BE NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES
AND OTHER EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS
WARRANT.
3. CONSTRUCTION OPERATIONS IN OR ADJACENT TO WETLANDS SHALL
BE RESTRICTED TO THOSE AREAS IDENTIFIED IN THE PLANS AND IN
THE SPECIFICATIONS.
4. EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN THE WETLANDS OR !'
IN A POSITION CLOSE ENOUGH THERETO TO BE WASHED AWAY BY
HIGH WATER OR RUNOFF.
5. WHERE PUMPS ARE TO BE USED TO REMOVE TURBID WATERS FROM
CONSTRUCTION AREAS, THE WATER SHALL BE TREATED PRIOR TO
DISCHARGE TO THE WETLANDS. TREATMENT METHODS INCLUDE AND ARE
NOT LIMITED TO, TURBID WATER BEING PUMPED INTO GRASSED SWALES
OR APPROPRIATE VEGETATED AREAS, SEDIMENT BASINS, OR CONFINED
BY AN APPROPRIATE ENCLOSURE SUCH AS TURBIDITY BARRIERS, AND
KEPT CONFINED UNTIL ITS TURBIDITY LEVEL MEETS STATE WATER
QUALITY STANDARDS.
6. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE
AREA OF UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS
NOT LARGER THAN THE MINIMUM AREA NECESSARY FOR EFFICIENT
CONSTRUCTION OPERATIONS, AND THE DURATION OF EXPOSED,
UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS
PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND
PERFORMED THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY
THEREAFTER, AND GRADING OPERATIONS SHALL BE SCHEDULED AND
PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN
FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT
PERMIT.
7. THE CONTRACTOR AND /OR OWNER'S REPRESENTATIVE SHALL PROVIDE
ROUTINE MAINTENANCE OF PERMANENT AND TEMPORARY EROSION CONTROL
FEATURES UNTIL THE PROJECT IS COMPLETE AND ALL BARED SOILS ARE
STABILIZED.
S. SILT FENCE SHALL BE LOCATED AT THE PERIMETER OF CONSTRUCTION LIMITS,
AS DEFINED BY FIELD CONDITIONS.
9. CONTRACTOR IS TO PROVIDE EROSION CONTROL AND SEDIMENTATION
BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF
ADJACENT PROPERTY, STREETS, STORMSEWERS AND WATERWAYS. IN
ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER
SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION
RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE
ENGINEER AND /OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES OF
EARTH ARE TRANSPORTED OFF -SITE EITHER BY NATURAL DRAINAGE OR
BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE SAID EARTH TO
THE SATISFACTION OF THE ENGINEER AND /OR AUTHORITIES.
10. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION,
THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING
SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHODS.