FLD2004-09064 (2)
FLD2004-09064
2775 SR 580
City of Clearwater
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CITY OF CLEARWATER
LONG RANGE PlANNING
DEVELOPMENT REvIEW
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
October 22, 2004
Mr, Rob Kalch, E.I., Engineer 1
City of Clearwater Public Works Administration
100 South Myrtle Avenue
Clearwater, FL 33756
RE: Development Order - Case FLD2004-09064 - 2775 State Road 580
Dear Mr. Kalch:
This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community
Development Code, On October 19, 2004, the Community Development Board reviewed your
Flexible Development application for installation of a security fence at an existing potable water
facility. The request includes placement of an eight foot fence consisting of masonry columns
with substantial aluminum grillwork within a front (north) setback and exemption from the
landscaping requirements along the proposed eight foot high chain link fencing proposed for the
eastern and southern property boundaries, as a Comprehensive Infill Redevelopment Project, per
section 2-1204,A. for the site at 2775 State Road 580.
Based on the application and the Staff recommendation, the Community Development Board
(CDB) APPROVED the application with the following bases and conditions:
Bases for Approval:
1. The proposal complies with the Flexible Development criteria as a Comprehensive Infill
Redevelopment Project per Section 2-1204 A.
2, The proposal is in compliance with other standards in the Code including the General
Applicability Criteria per Section 3-913,
3, The development is compatible with the surrounding area and will enhance other
redevelopment efforts,
Conditions of Approval:
1, That a three foot wide landscaping strip be provided on the street side of the proposed
eight foot high wall/fence located on the north front setback; and
2, That a six-foot chain link fence with two feet of barbwire atop it may be substituted for
the fence sections where eight feet of chain link is shown on the site plan,
BRIAN J AUNGST, MAYOR-COMMISSIONER
HoY! HA,\1ILTON, VICE MAYOR-COMMISSIONER WlilTNEY GRAY, CO\I~IISSI01\EK
FRANK HIIlBARD, COMMISSIONER * Bu LJONSON, COMMIS'IONER
"EQUAL EMPLOYMENf AND AFFIRMA1IVE ACTION EMPLOYER"
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October 22, 2004
Rob Kalch, Page Two
Pursuant to Section 4-407, an application for a building permit shall be made within one year of
Flexible Development approval (by October 19, 2005), All required certificates of occupancy
shall be obtained within one year of the date of issuance of the building permit. Time frames do
not change with successive owners, The Community Development Coordinator may grant an
extension of time for a period not to exceed one year and only within the original period of
validity, The Community Development Board may approve one additional extension of time
after the Community Development Coordinator's extension to initiate a building permit
application.
The issuance of this Development Order does not relieve you of the necessity to obtain any
building permits or pay any impact fees that may be required, In order to facilitate the issuance
of any permit or license affected by this approval, please bring a copy of this letter with you when
applying for any permits or licenses that require this prior development approval.
Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated
pursuant to Section 4-502,B by the applicant or by any person granted party status within 14 days
of the date of the Community Development Board meeting, The filing of an application/notice
of appeal shall stay the effect of the decision pending the final determination of the case. The
appeal period for your case expires on November 2, 2004,
If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner Ill,
at 727-562-4836. You can access zoning information for parcels within the City through our
website: www.c1earwater-fl.com.
Sincerely,
Cynthia H. Tarapani, AICP
Planning Director
S \Planmng Department\C D B\FLEWnactive or Fmished AppllcatlOns\State Road 580 2775 City of Clearwater (I) IO 19 04 CDB-
Approverf,SR 580 2775 Development Order October 22, 2004 doc
PROJECT LOCATIONS
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CONTRACT DRAWINGS
SECURITY FACILITIES AT THE
NORTHEAST WATER POLLUTION CONTROL FACILITY
AND WATER RESERVOIRS No 2 " No 3
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VICINITY MAP
FOR
CITY OF CLEARWATER, FLORIDA
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CLEARWATER LOCATION MAP
AUGUST 2004
PLANS PREPARED BY:
TBE G ROUP, INC.
Civil Engineering. Transportation -En vironmen tal. Planning
CLEARWATER TAMPA
380 Park Place Blvd 102 W. Whiting Street
(727) 531-3505 (813) 221-0048
License No. 3843
THOMAS T. JONES, P,E.
33422
FL REG. NO.
NORTHEAST
WATER
POLLUTION
CONTROL
FACILITY
SHEET NO.
WATER
RESERVOIR
No 3
1
2
3
4
5
6
7
8
WATER
RESERVOIR
No 2
DESCRIPTION
COVER SHEET
GENERAL NOTES AND LEGEND
SITE PLAN - NORTHEAST WATER POLLUTION CONTROL FACILITY
SITE PLAN - WATER RESERVOIR NUMBER 2
SITE PLAN - WATER RESERVOIR NUMBER 3
DETAIL SHEET
DETAIL SHEET
STRUCTURAL SHEET - WATER RESERVOIR NUMBER 3
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48 HOURB BEFORE DIGGING
.CALL SUNSHINE.
1-800-432-4770
100% SUBMIT.TAl:
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DATE: FEBRUARY 200
SCALE: N TS
DRAWING No.
1 of 8
GENERAL NOTES
LANDSCAPE NOTES:
NORTHEAST WATER POLLUTION CONTROL
FACIDTY
LANDSCAPE PLANT MATERIALS
1. WRITTEN DIMENSIONS ARE PROVIDED fOR CLARifiCATION. WHEN WRITTEN DIMENSIONS AND SCALED DIMENSIONS CONfLICT, WRITTEN DIMENSIONS GOVERN.
2. REfERENCES: IN ADDITION TO THESE PLANS AND SPECifiCATIONS, MATERIALS, fACILITIES, WORK AND PROCESSES SHALL BE FURNISHED, PERfORMED
AND/OR SUPPLIED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE fOLLOWING REfERENCES.
REF. NO.1. ROADWAY AND TRAFFIC DESIGN STANDARDS, BY THE FLORIDA DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
REF. NO.2. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, BY THE FLORIDA DEPARTMENT OF TRANSPORTATION, LATEST EDITION.
REF. NO, 3. CITY OF CLEARWATER SPECIFICATIONS
3. ALL SITE-CIVIL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PROJECT PLANS. IN THE EVENT ANY MATERIALS, WORK, PROCESS
OR PROCEDURE IS NOT COVERED BY THE PROJECT PLANS AND SPECIFICATIONS, SAID WORK SHALL BE IN CONFORMANCE WITH APPLICABLE SECTIONS OF THE
CITY OF CLEARWTER SPECIFICATIONS TAKING PRECEDENCE OVER FDOT SPECIFICATIONS.
4. CALL -SUNSHINE- (800-432-4770) A MINIMUM OR TWO (2) DAYS AND A MAXIMUM Of FIVE (5) DAYS PRIOR TO ANY EXCAVATION TO DETERMINE LOCATIONS
OF EXISTING UNDERGROUND UTILITIES,
5. CONTRACTOR SHALL REVIEW ALL PLANS AND INFORMATION, AND VISIT THE SITE; INVESTIGATE UNDERGROUND UTILITIES AND FACILITIES; AND, SHALL
MAKE HIS OWN DETERMINATION OF ALL EXISTING FACILITIES AS TO LOCATION, DEPTH, MATERIALS, CONDITIONS, ETC,
6, CONTRACTOR SHALL KEEP ON-SITE, ONE SET Of COMPLETE CONSTRUCTION PLANS WHEREON HE SHALL KEEP A COMPLETE AND DETAILED RECORD OF ALL
DEVIATIONS FROM THE CONSTRUCTION PLANS; THE LOCATIONS AND DEPTHS OF UNDERGROUND UTILITIES; AND ALL OTHER NEEDED FOR -RECORD DRAWINGS-,
TO CERTIFY AND PROVIDE AN ACCURATE RECORD OF THE PROJECT.
7. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON-SITE AND SHALL BE RESPONSIBLE TO ADHERE TO ALL PERMIT CONDITIONS
DURING CONSTRUCTION,
8. ELEVATIONS SHOWN ARE NOT BASED ON AW:f ESTABLISHED DATUM, BUT ARE BASED ON -REFERENCE- ELEVATIONS ONLY. SEE CONSTRUCTION PLANS FOR
-REFERANCE- ELEVATION LOCATIOONS.
9. ALL ELEVATIONS AND DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED.
10. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE THE RESULT OF FIELD STUDY AND RESEARCH OF AVAILABLE RECORDS. LOCATIONS
AND DEPTHS SHOWN ARE NOT WARRANTED TO BE COMPLETE AND THEIR PRESENCE IN NO WAY LESSENS THE CONTRACTOR'S RESPONSIBILITIES TO VERIFY THE
LOCATION OF AND TO PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION.
11. THE CONTRACTOR SHALL NOTifY THE APPROPRIATE PUBLIC AGENCIES PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTIONS.
12. CONSTRUCTION STAKEOUT SHALL BE ACCOMPLISHED BY THE CONTRACTOR.
13, THE CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL FIELD TESTS TO MONITOR CONSTRUCTION QUALITY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO COORDINATE ALL REQUIRED FIELD TESTING OPERATIONS. RESULTS OF THE FIELD TESTINGS SHALL BE DISTRIBUTED BY THE
CONTRACTOR TO THE ENGINEER AND OWNER IN A TIMELY MANNER.
14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL CERTIFICATIONS, SHOP DRAWINGS, MATERIALS, TESTS, ETC, CALLED FOR OR
REQUESTED ON ALL CONSTRUCTION MATERIALS BROUGHT TO THE SITE,
15. PRIOR TO MANUFACTURE, THE CONTRACTOR SHALL SUPPLY THE ENGINEER WITH COPIES OF THE SHOP DRAWINGS FOR ALL NON STANDARD FOOT PRECAST
FACILITIES FOR REVIEW AND APPROVAL.
16. THE PROJECT ENGINEER WILL HAVE THE AUTHORITY TO DISAPPROVE OR REJECT WORK WHICH IS DEFECTIVE, OR DOES NOT CONFORM TO THE REQUIREMENTS
OF THE PLANS AND SPECIFICATIONS, OR DOES NOT MEET THE REQUIREMENTS OF ANY INSPECTION, TEST, OR APPROVAL.
17. THE ENGINEER WILL BE THE INTERPRETER OF THE TERMS AND CONDITIONS OF THE PLANS AND SPECIFICATIONS, AND THE JUDGE OF THE PERFORMANCE
THEREUNDER. IN HIS CAPACITY AS INTERPRETER, HE WILL EXERCISE HIS BEST EFFORTS TO OBTAIN FAITHFUL PERFORMANCE BY BOTH THE OWNER AND THE
CONTRACTOR .
18. NEITHER OBSERVATIONS BY THE ENGINEER OR INSPECTIONS, TESTS, OR APPROVALS BY OTHER PERSONS SHALL RELIEVE THE CONTRACTOR FROM HIS
OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.
19. IF DURING CONSTRUCTION ACTIVITIES ANY EVIDENCE OF HISTORIC RESOURCES, INCLUDING BUT NOT LIMITED TO ABORIGINAL OR HISTORIC POTTERY,
PREHISTORIC STONE TOOLS, BONE OR SHELL TOOLS, HISTORIC TRASH PITS, OR HISTORIC BUILDING FOUNDATION, ARE DISCOVERED, WORK SHALL COME TO
AN IMMEDIATE STOP AND THE FLORIDA DEPARTMENT OF HISTORIC RESOURCES (STATE HISTORIC PRESERVATION OfFICER) AND PINELLAS COUNTY SHALL BE
NOTIFIED WITHIN TWO WORKING DAYS OF THE RESOURCES FOUND ON THIS SITE,
20, ANY OVERHEAD UTILITY LINES THAT ARE IN CONFLICT WITH PROPOSED LANDSCAPE MATERIALS SHALL BE PLACED UNDERGROUND. CONTRACTOR TO
COORDINATE WITH THE CITY AND EFFECTED UTILITY COMPANY.
21. NEW ASPHALT PAVEMENT AREAS ARE TO MATCH EXISTING BASE AND SURFACE MATERIALS.
22. EXISTING CONDITIONS INFORMATION SHOWN ON THESE PLANS HAS BEEN CREATED BY COMBINING AS A COMPSITE, PLAN SHEET. DATA PROVIDED BY THE
CITY, AND GEOGRAPHICAL INFORMATION SYSTEM DATA BASE COMPONENTS.
1. THE LANDSCAPE CONTRACTOR SHALL GRADE PLANTING BEDS, AS REQUIRED, TO PROVIDE POSITIVE DRAINAGE AND PROMOTE OPTIMUM PLANT
GRONTH.
2. ALL RECOMMENDED TREES AND PLANT MATERIALS WILL BE GRADED AS NURSERY GRADE NO. 1 OR BETTER AS OUTLINED BY THE FLORIDA
DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES, DIVISION OF PLANT INDUSTRY -GRADES AND STANDARDS FOR NURSERY PLANTS-,
7TH EDITION, 1998 AS REVISED FROM TIME TO TIME,
3, ALL PLANTING SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA NURSERYMEN'S AND GROWER'S ASSOCIATIONS APPROVED PRACTICES.
4. ALL PLANTS SHALL BE FERTILIZED WITH AGRIFORM 20-10-5 TABLETS AS PER THE MANUFACTURERS SPECIFICATIONS IN CONJUNCTION
WITH NOTE # 5.
5. THE PLANTING SOIL SHALL BE THE APPROXIMATE PROPORTIONS AS fOLLOWS: 501 SAND AND 501 ORGANIC MATERIAL CONSISTING OF
NATIVE PEAT, WELL-DECOMPOSED SAWDUST, LEAF MOLD AND TOP SOIL. IT SHALL PROVIDE A GOOD PLIABLE AND THOROUGHLY MIXED
MEDIUM WITH ADEQUATE AERATION, DRAINAGE AND WATER-HOLDING CAPACITY. IT SHALL ALSO BE FREE OF ALL EXTRANEOUS DEBRIS
SUCH AS ROOTS, STONES, WEEDS, ETC. '
6. ALL PLANTING AREAS SHALL RECEIVE A 3- LAYER OF RECYCLED HARDWOOD LOG MULCH, WHICH IS TO BE WATERED-IN AFTER
I NST ALLA TI ON.
7. THE PLANT MATERIAL SCHEDULE IS PRESENTED FOR THE CONVENIENCE OF THE LANDSCAPE CONTRACTOR. IN THE EVENT OF A DISCREPANCY
BETWEEN THE PLAN AND THE PLANT KEY, THE PLAN SHALL PREVAIL.
8. PLANTS SHALL MEET SIZE, CONTAINER, AND SPACING SPECIFICATIONS. ANY MATERIAL NOT MEETING SPECIFICATIONS SHALL BE REMOVED
AND REPLACED AT THE CONTRACTOR'S EXPENSE.
9. ALL TREE AND SHRUB LOCATIONS ARE SUBJECT TO CHANGE. ALL LOCATIONS SHALL BE APPROVED BY THE CITY PROJECT MANAGER PRIOR
TO PLANTING.
10. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING FULLY BOTH THE SITE AND THE BID DOCUMENTS. DISCREPANCIES IN
THE DOCUMENTS OR THE ACTUAL SITE CONDITIONS SHALL BE REPORTED TO THE CITY PROJECT MANAGER IN WRITING AT THE TIME OF
BIDDING OR DISCOVERY. NO ACCOUNT SHALL BE MADE AFTER CONTRACT COMPLETION FOR FAILURE TO REPORT SUCH CONDITION, OR FOR
ERRORS ON THE PART OF THE LANDSCAPE CONTRACTOR AT THE TIME OF BIDDING,
11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY APPLICABLE PERMITS AND LICENSES TO PERFORM THE
WORK SET FORTH IN THIS PLAN SET AND THE SPECifiCATIONS.
12. PLANT MATERIAL SHALL BE BID AS SPECIFIED UNLESS UNAVAILABLE, AT WHICH TIME THE CITY PROJECT MANAGER WILL BE NOTIFIED BY
TELEPHONE AND IN WRITING OF INTENDED CHANGES.
13. ANY AND ALL QUESTIONS CONCERNING THE PLAN SET AND/OR SPECIFICATIONS SHALL BE DIRECTED TO THE CITY PROJECT MANAGER AT
(727) 562-4737,
14. THERE SHALL BE NO ADDITIONS, DELETIONS OR SUBSTITUTIONS WITHOUT THE WRITTEN APPROVAL OF THE CITY PROJECT MANAGER.
15. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE, IN WRITING, PLANT SURVIVABILITY FOR A PERIOD OF TWELVE (12) MONTHS FROM FINAL
ACCEPTANCE BY THE CITY PROJECT MANAGER.
16. ALL DIMENSIONS TO BE FIELD-CHECKED BY THE LANDSCAPE CONTRACTOR PRIOR TO LANDSCAPE MATERIAL INSTALLATION. DISCREPANCIES
SHALL BE REPORTED IMMEDIATELY TO THE CITY PROJECT MANAGER.
17, ALL MATERIALS MUST BE AS SPECifiED ON THE LANDSCAPE PLAN. IF MATERIALS OR LABOR DO NOT ADHERE TO SPECIFICATIONS, THEY
WILL BE REJECTED BY THE CITY PROJECT MANAGER WITH PROPER INSTALLATION CARRIED OUT BY LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST.
18. ALL PERMITS NECESSARY ARE TO BE PROVIDED BY THE INSTALLING CONTRACTOR UNLESS OTHERWISE SPECIFICALLY STATED IN THE
SPECIFICATIONS,
19. NO CONTRACTOR IDENTIFICATION SIGNS SHALL BE PERMITTED ON THE PROJECT, EXCEPT FOR THE PROJECT INFORMATION SIGNS. 20.
EXISTING SOD SHALL BE REMOVED AS NECESSARY TO ACCOMODATE NEW PLANTINGS.
21, ANY EXISTING SOD AREAS THAT ARE UNNECESSARILY DISTURBED DURING THE LANDSCAPE INSTALLATION SHALL BE RESODDED TO MATCH
EXISTING.
22. THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR THE COLLECTION, REMOVAL, AND PROPER DISPOSAL OF ANY AND ALL DEBRIS
GENERATED DURING THE INSTALLATION OF THIS PROJECT.
23. THE WORK CONSISTS OF THE COMPLETE PLANT MATERIAL INSTALLATION AS SHOWN ON THE DRAWINGS AND AS HEREIN SPECIFIED. THIS
WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SUPPLYING OF ALL PLANT MATERIAL SPECIFIED, THE FURNISHING OF LABOR,
EQUIPMENT, APPLIANCES AND ALL MATERIALS CALLED FOR, AND IN PERFORMING ALL OPERATIONS IN CONNECTION WITH THE LANDSCAPE
INSTALLATION AS SHOWN ON THIS PLAN. FURTHER, TH[ WORK SHALL INCLUDE THE MAINTAINING OF ALL PLANTS AND PLANTING AREAS
UNTIL ACCEPTANCE BY THE OWNER, AND THE FULFILLING OF ALL GUARANTEE PROVISIONS AS HEREIN SPECIFIED.
24. DISTURBED AREAS THAT REQUIRE SOD REPLACEMENT , GRASS SOO SHALL BE WELL MATTED WITH GRASS ROOTS. THE SOD THAT IS HARVESTED
SHALL BE TAKEN UP IN RECTANGLES PREFERABLY 12- X 14-, SHALL BE A MINIMUM OF 2- IN THICKNESS AND SHALL BE LIVE, LIVE,
FRESH AND UNINJURED AT THE TIME OF PLANTING, 11 SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASS AND SHALL HAVE A SOIL
MAT OF SUFFICIENT THICKNESS ADHERING FIRMLY TO THE ROOTS TO WITHSTAND ALL NECESSARY HANDLING, THE SOD SHALL BE SHADED
AND KEPT MO I ST UNTI LIT I S PLANTED. Dl.It.P I NG FRC1A VEH I CLES WILL NOT BE PERM I TTED. DAMAGED SOD WI LL BE REJECTED.
REPLANTING SHALL BE DONE WITHING 48 HOURS AFTER TIME OF HARVESTING OR SOD SHALL BE KEPT DAMP UNTIL PLANTED.
25, THE SOIL MIXTURE WILL BE USED THROUGHOUT THE ENTIRE SECTION OF EACH PLANTING AREA TO A DEPTH CONSISTENT WITH THE ROOT
DEVELOPMENT OF THE PROPOSED PLANT MATERIAL.
SYMBOL
QUANTITY NAME
SIZE
SPACING
AR
2
ACER RUBRUM
/RED MAPLE
MIN. 10' HEIGHT
2-1/2" CALI PER
AS SHOWN
LM
40
LIRIOPE -GIANT- MUSCARI
-EVERYGREEN GIANT- LIRIOPE
M IN, 1 2' HE I GHT
1 GAL
18- O.C,
Me
32
MYRICA CERIFERA
/WAX MYRTLE
RECYCLED HARDWOOD LOG MULCH
MIN. 3' HEIGHT; 3 GAL
3' O.C.
MULCH
MIN. THREE (3) INCHES OVER ALL SHRUBS &
GROUNDCOVER BEDS AND TREE PITS UNLESS
OTHERWISE NOTED ON PLANS.
WATER RESERVOIR NUMBER 2
LANDSCAPE PLANT MATERIALS
SYMBOL
QUANTITY NAME
SIZE
SPACING
PM
50
PODOCARPUS MACROPHYLLUS
/JAPANESE JEW
MIN, 3' HEIGHT; 3 GAL
3' O.C,
MULCH
RECYCLED HARDWOOD LOG MULCH
MIN. THREE (3) INCHES OVER ALL SHRUBS &
GROUNDCOVER BEDS AND TREE PITS UNLESS
OTHERWISE NOTED ON PLANS.
WATER RESERVOIR NUMBER 3
LANDSCAPE PLANT MATERIALS
SYMBOL
QUANTITY NAME
SIZE
SPACING
TECHNICAL NOTES
PE
9
PINUS ELLIOTTI DENSA /
SOUTH FLORIDA SLASH PINE
MIN. 10' HIGH,
2 1/2- CALIPER,
30 GALLON
MIN. 5' HEIGHT, FULL,
7 GALLON
AS SHOWN
EROSION CONTROL
PM
19
PODOCARPUS MACROPHYLLUS
/JAPANESE JEW
48- O.C.
(2' OFF FENCE)
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1. TO ELIMINATE FUGITIVE DUST PROBLEMS DURING CONSTRUCTION AND/OR PRIOR TO DEVELOPMENT OF GRASSED AREAS, UNIMPROVED SITE AREAS SHALL BE
PERIODICALLY WETTED DURING TIMES OF DRY AMBIENT CONDITIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FUGITIVE DUST, OR OFF SITE
EROSION, ATTRIBUTED TO THE WORK
2. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES SHALL BE USED AS NECESSARY DURING CONSTRUCTION TO RETAIN SEDIMENT ON SITE.
CONTRACTOR SHALL UTILIZE STRAW BALE SEDIMENT BARRIERS, OR ENGINEERING APPROVED EQUAL, WHENEVER CONSTRUCTION ACTIVITIES HAVE CREATED
AN UNSTABILIZED SOIL SURFACE THAT HAS THE POTENTIAL FOR ALLOWING SEDIMENT OFFSITE. MANDATORY SILT FENCES ARE ILLUSTRATED ON THE
PLANS, CONTRACTOR SHALL TAKE OTHER MEASURES AS NECESSARY TO PREVENT OFF-SITE SEDIMENTATION,
3. STRAW BALES, IF UTILIZED, SHALL BE SECURED TO THE GROUND WITH A MINIMUM OF TWO STAKES PER BALE, AND BE INSTALLED SO THAT RUNOFF
CANNOT DRAIN FREELY UNDER OR BETWEEN THEM.
4. OPERATION AND MAINTENANCE Of STRAW BALE SEDIMENT BARRIERS INCLUDE DAILY INSPECTION FOR INTEGRITY, REPLACEMENT Of ROTTEN OR
DISINTEGRATING BALES AS REQUIRED, AND REMOVAL OF SEDIMENT BUILDUP AFTER A RAINSTORM.
5. THE SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL
THE SITE IS PERMANENTLY STABILIZED.
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18
LAGERSTROEMIA INDICA
-MUSKOGEE- / CRAPE MYRTLE
MIN. 10-12' HEIGHT,
6' SPREAD, 30 GALLON
10' O.C.
(6' OFF FENCE)
RI
565
RAPHIOLEPIS INDICA -ALBA- /
WHITE DWARF INDIAN HAUTHORN
MIN. 14- HEIGHT, 14-
SPREAD, 3 GAL
30- O.C.
(2' OFF FENCE)
MULCH
RECYCLED HARDWOOD LOG MULCH
MIN. THREE (3) INCHES OVER ALL SHRUBS
& GROUNDCOVER BEDS AND TREE PITS UNLESS
OTHERWISE NOTED ON PLANS.
POST (OP110NS: 2-x4- OR
2-1/2 MIN DIA WOOD; SlEEL
1.33 LBS/FT MIN)
LEGEND AND ABBREVIATIONS
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CLEARING AND GRUBBING
1. ALL CLEARING OPERATIONS SHALL ADHERE STRICTLY TO THE LIMITS INDICATED ON THE PLANS.
2. ALL STUMPS, DEBRIS, VEGETATION, ETC. SHALL BE DISPOSED OF BY THE CONTRACTOR. NO BURNING SHALL BE PERFORMED.
3. IN ALL AREAS EFFECTED BY CONSTRUCTION AND EXISTING AND FUTURE PAVEMENT, ETC. AREAS, ALL CLEARING AND GRUBBING SHALL BE PERFORMED TO
FOOT SPECIFICATIONS.
4. ALL ASPHALT PAVEMENT, CONCRETE, ETC. THAT IS TO BE CLEARED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND HE SHALL DISPOSE OF SAME
OFF-SITE. MATERIALS OF VALUE SHALL REMAIN THE PROPERTY OF THE CITY AS DIRECTED.
NOTE: DASHED OR FADED LINES INDICATE EXISTING, SEE CONSTRUCTION PLAN
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EXISTING CONTOUR W/ELEV. IN FEET
RIGHT OF WAY LINE
CENTER LINE
BASE LINE
RECLAIMED WATER LINE
WATER MAIN AND VALVE
IRRIGATION WATER LINE
SAN. SEWER AND MANHOLE
STORM SEWER & INLET
STORM SEWER W/END SECTION
STORM SEWER AND MANHOLE
TOB
TOS
TOO
RMI
INV
ELEV
CPE
RCP
EOP
DRA
BT
OH
MES
LR
DW
LIS
BM
GV
C.O,
H.C,
DS
HB
CFT
GI
CI
HW
LP
PP
WM
TOP OF BANK
TOE OF SLOPE
TOP OF CUT
RIGHT OF WAY
INVERT
ELEVATION
CORRUGATED POLYETHYLENE PIPE
REINFORCED CONCRETE PIPE
EDGE OF PAVEMENT
DRAINAGE RETENTION AREA
BURIED TELEPHONE
OVERHEAD LINE
MITERED END SECTION
L1MERooK
DRIVEWAY
LANDSCAPE
BENCH MARK
GATE VALVE
CLEAN OUT
HANDICAP PARKING
DOWNSPOUT
HOSE BIB
CONFLICT
GRATED INLET
CURB INLET
HEADWALL
LIGHT POLE
POWER POLE
WATER MAIN
18 OZ NYLON REINFORCED
PVC FABRIC (300 PSI lEST)
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EARTHWORK AND GRADING
1. ALL BACKFILL MATERIALS FOR UNDERGROUND UTILITIES SHALL BE AASHTO A-3 MATERIAL OR BETTER; UNLESS SPECIFICALLY APPROVED,
2. ALL DEBRIS AND UNDESIRABLE MATERIALS SHALL BE BECOME THE PROPERTY OF THE CONTRACTOR, AND SHALL BE DISPOSED OF OFF-SITE.
3. EMBANKMENT OR BACKFILL MATERIALS - ALL EMBANKMENT OR BACKFILL MATERIAL TO BE PLACED WITHIN THE CONTROL AND LIMIT LINE SETS FORTH OF
FDOT INDEX 50S, -EMBANKMENT UTILIZATION- SHALL BE AASHTO M-145 A-1 OR A-3 MATERIAL,
4. NO SODDING, GRASSING, OR PLACEMENT OF BASE MATERIAL SHALL BE INITIATED IN ANY RESPECTIVE AREA WITHOUT SPECIFIC APPROVAL.
STORMWA TER INLET
u U
STAKED TURBIDITY BARRIER
-4"RW
6'W "
6" IR
DRAINAGE NOTES
1. FOOT STANDARD INDEXES APPLY AS APPLICABLE WHETHER SHOWN IN THESE PLAN SHEETS OR NOT.
2. ALL DRAINAGE MATERIALS, AND WORK SHALL MEET THE STANDARD SPECIFICATION OF THE FDOT UNLESS SPECIFICALLY OTHERWISE INDICATED ON THE
PLANS.
3. ALL -RECORD DRAWING-, DIMENSIONS AND ELEVATIONS, MATERIAL CERTIFICATIONS, AND ON-SITE TEST RESULTS SHALL BE FUR~ISHED TO THE
ENGINEER FOR HIS REVIEW AND APPROVAL PRIOR TO THE INITIATION OF RESPECTIVE PAVEMENT BASE CONSTRUCTION OPERATIONS.
4. THE PROPOSED IMPROVEMENTS WILL NOT ADVERSELY AFFECT THE HISTORICAL DRAINAGE CONDITIONS WITHIN THE VICINITY OF THE PROJECT,
I FLOW I FLOW I
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PLAN I DOWNSLOPE
WIRE OR NYLON
BOUND BALES
4. 4 SAN
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FIRE HYDRANT ASSEMBLY, COMPLETE
EXISl1NG GRADE
2' (MIN.)
TRAFFIC SIGN
ANGLE FIRST STAKE
TOWARD PREVIOUSLY
LAID BALE
BALES BUTTED l1GHTl Y
TOGETHER
LANDSCAPE LEGEND
ELEVA 11 ON
HAY SILT BARRIER
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PROPOSED SHRUB OR GROUNDCOVER
STRIPING & SIGNING NOTES
EROSION CONTROL DETAIL
@
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QUANTITY
ABBREVATION (BOTANICAL NAME)
1. ALL STRIPING TO BE IN ACCORDANCE WITH FOOT INDEX 117346.
2. ALL ROADWAY SIGNS SHALL BE MAINTAINED BY THE CONTRACTOR DURING CONSTRUCTION.
PROPOSED TREE
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REVISIONS
BY
DAlE
DESIGNED
DRA WN
CHECKED
CITY OF
CLEARWATER
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License No. 3843
TBE G ROUP, INC_
Civil EngIneerIng - Transportation -Environmental- PlannIng
CLEARWATER TAMPA
380 Pane Place Blvd 102 W. WhItIng Street
(727) 531-3505 (813) 221-0048
SECURITY FACILITIES AT THE
NORTHEAST WPCF, AND
WATER RESERVOIRS No 2 & No 3
GENERAL NOTES
& LEGENDS
DA 1[: a/2004
SCALE: HORIZ: AS NOlED
VERT: AS NOlED
SHEET: 2 of 8
A
BACKFILL NOTE:
ADD NATIVE SOIL BACKFILL TO ELEVATIONS AND LIMITS
AS SHOWN; CREATE PLANTING BED FOR PLACEMENT OF
PROPOSED PLANT MATERIALS; SOD REMAINING SURFACE
OF BACKFILL AREA WITH ARGENTINE BAHIA.
ELEV 8,00
. . .
00101")
~~ ~3.
12' -8"
.
.
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PRE-CAST CONC TOP
PROPOSED SIGN
8" HIGH x 1/4" THICK ALUMINUM
LETTERS (TYPICAL) (PAINlED)
A
EXISTING SUBGRADE
12"xS" CONCRElE
HEADER CURB WITH
COMPAClED SUBGRADE
PRE-CAST CONCRElE CAP
SOLDIER COURSE
BRICK VENEER BOTH SIDES,
COLOR TO BE SIMILAR TO
TREATMENT BUILDINGS
PROPOSED PLANT MA lERIAL
IS CONT EVERY OTHER COURSE
IS BARS 0 32. c/c
PROPOSED GRADE
ELEV 1.67 (SEE
BACKFIli. NOlE)
~ PROPOSED SOD
12.
~
OPe ~ 1 EXISTING
.,. . GRADE
. 1
------
ELEV 1.67
8. HIGH X 1/4. THICK
ALUMINUM LETTERS
(TYPICAL) (PAINTED)
PROPOSED BARRICADE WALL
WITH PRE"CAST CONCRETE
CAP CSEE DETAil. SHEET 7)
EXISTING PAVEMENT
GRADE = ASSUMED
ELEV 0.00
3S.Wx10.D FOOTING WITH
3-#4 BARS CONTINUOUS
ELEVATION VIEW
(Sign Only)
SECTION A-A
SIGN DETAIL
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SCALE: 1" = 1 00'
ENLARGED SITE PLAN
SCALE: 1. = 30'
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License No. .3843
TBE GROUP, INC.
Civil Engineering - Transportation -EnvlranmlJ()tal-Plannlng
CLEARWAlER TAMPA
380 Park Place BIYd 102 W, WhItIng Street
(727) 531-3505 (813) 221-0048
SECURITY FACILITIES AT THE
NORTHEAST WPCF, AND
WATER RESERVOIRS No 2 & No 3
SITE PLAN
NORTHEAST WATER POLLUTION
CONTROL FACILITY
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SCALE' "HORIZ: AS- NOTED
, VERT: AS NOTED
SHEET: 3 of 8
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REVISIONS
DESIGNED
DRAWN
DATE CHECKED
DATE
2/2004
2/2004
8/2004
CITY OF CLEARWATER
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DATE
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DATE
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8/2004
8/2004
CITY OF
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NATIVE SOILS & SOD
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cypress tre,
o PROPOSED PLANT MATERIAL
@ PROPOSED BARRICADE BOLLARD
---.......
( x )EXIST. TREE
..........--
SITE PLAN
EXIST DRIVE
(EXIST ASPHALT AND BASE MATERIAL
TO BE REMOVED)
BACKFILL WITH NATIVE
SOILS AND SOD
PROPOSED BARRICADE WALL
WITH PRE-CAST CONCRETE
CAP (SEE DETAIL, SHEET 7)
12-
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V IN LINE WITH SOUTH FENCE LINE OF W.R.
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NO. 2 FACILITY
NEW 15.5' WIDE
DRIVE
PROPOSED DESIGN SECTION TO BE EQUAL TO
OR BETTER THAN EXISTING ROAD DESIGN SECTION
(SEE GENERAL NOTES 62)
SECTION A-A
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DA.~:- -'-8/2004
SCALE: 'HORIZ:AS NOTED
~T: AS NOTED
SHEET: 4 of 8
CLEARWA TER
- -
-
TBE GROUP, INC.
Civil Engineering - Transportation -En vlronmental- Planning
SECURITY FACiliTIES AT THE
NORTHEAST WPCF. AND
WATER RESERVOIRS No 2 & No 3
No 2
SITE PLAN
WATER RESERVOIR
CLEARWA TER
380 Park Place Blvd
(727) 531-3505
TAMPA
102 W, Whiting Street
(813) 221-0048
LIcense No. 3B43
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PROPOSED B' DECOR A TlVE FENCE
(SEE PILASTER PLAN - SHEET B)
PROPOSED 20 FT
MANUAL SLIDING GATE
REMOVE EXISTING
PLANTING MATERIAL
Deed for ROW O,R. 5599 - P. 668
State Road Curb
Inlet
Grate 90,35
Inv 18" RCP S 87,21
Inv 18" RCP W 86.10
Inv 18" RCP E 86,05
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'if - ~ \, \, \ /' "" 'a' ( 6 ;\ ( '" .6 r \ ~" /
\ (/ A \ II L \ / ( "..J. \ (A'4 ) ------ PROPOSED 0 "0") \,,) ____ _
"- ....,.-/~ V6" ! J,I r- = = = ~I ,- = - ., ,,-;~{ j '1~ .;('~ ~ ~ _____ '9Ll&.CORA"ijYlj; ~CE" I "'.\ ,8 "-_ -2<
/ '" "q -+- - - =r=T. - / ' '\ "- / /' ___ - ~~;.", "-~-'\ 8 "-J- --y ___ - \'
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'V'3" // I / ," -- ~ -- -..;:::;. "I, ""-
I ,j/ ""/- 0'6 /'..-/" r- Grate Inlet ~........... ",/' ""- I "'-.... /
\ / I 70~ /' /'" /' Grate 95.48 .................... ~ "'" \
~ ==:: -;;?' I I I ---- - I/'/, / /' Inv 6" PVC N 94,61..........."'-.... "'" \ 61, 5"
)' Inv 95,25 ""~ J
I I PRO~~~~:~}I~~~ II "",,'~ ~ / // / ~ ~ '" \~ /
'I I I / ~ / / / ~,,\ "" ___.,L-"
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I NOTES: I 6 \ _..-/" Q) => ~
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1. CONTRACTOR TO LOCATE ALL EXISTING
/ PUBLIC AND PRIVATE UTILITIES PRIOR TO \ \ y _ ..-/" \\ ~
I I I I / CONSTRUCTION. I ) \
I I I I I \ \ ~, ~
I I I 2. PROPOSED PINE TREES TO BE PLACED I \ / J
L I I APPROXIMATELY MIDWAY OF THE BERM SIDE \ \ / ~
~ - -I I I I I SLOPE. I \ \ \ "'-.... _ j /' ~ ~ ""
I @@ 9 Control Box \ ~ 7/ "" 0~ \
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Inlet ......
I \ Grote 95,00 \ I / "" \ /
Inv 15" CMP S 92,66 / __
I \ / @ \ / A=1
~;~~e 95,60 I \ / \ / /~ -7' "-^" 1 \
Inv 12" CMP S 93,13 / \ / / \ / /
I '" / "" / //;><- _ '\: ,
- I "" / '" / / ~" ~-' J
---_7( --- ~~</::~~ ~ "" // " "" . //../ \ / 1(,\~_,./
A / ~ \ IJ \ / \/ ~ - '" \ I "" ~ - / /' "" "" ~ /' <<>~> '>' "" - -r "'-
y \^ 0 II ~ ' 6 ( 6 \ ------ ........... - __ u- / ~oy /. \
8' ~8" X 1a" 1'! +-.. 6' 127 12" ~, ~1 0" \ II/""..-/" ........... -......... , ------ /'" ~ - -.... ........... -......... ~ ______ /' / ~1 ~ _ ........... / \
'\ / It' ~\ A8>/.1.\ -/\ -- -- ...... -- '" -- -l -- /'" ~ -vr;( t\.6
----(.i~I"~.rl--"-~"/j 0.1/ -"'-/-/----" ~~;:::-------- ~-~ / \ iJilfj] [', ~~-----1;---~" / \/f7/"\ _\\___~' /
"- - --- ---2tI r- t --S"J.) ___ - --. '" ~." illl / / - - - "- - _ ___ -A"---. _-r: / ~ - -~ 4 612" \ u. .~ _ ~- Toe Be'm_ ~- --.---=-7"--~----- --"- _ _ _ ,," y< ~ "- /C- ~\ 6\ /\~ ~" _ :: <
I --~?:' \1 //1' \"/ ~\ "'" \ \ ~ 46' \ "'II / -\-- 610' /\ - /;=- --=:-\ ~ X ~ ~ t 7'- "'" -.... "'" I ~ \ \ - - - - -r -- / / / 1>< \ '" \ ""')\ ---- /:::: (---/ .\ "'~" \ / -,\ - "" it" / \ / 10\ / / ~ '\ 6 \
S:t-)' b ,/\ / \ / >>;A-.j.J- -- T\" ~ 1/" \ ~ 4- \ \, -<<{6 /" / J" (" ~ -'1 v ~ / > I 0 V- A\ 10' /
~" ~/ 11f. j$~",\'" \ II *:-' rc~l/ "\< :s,,:--... \ ~/ - T 4;0, 6';~ \ \ \L~~~ ~,f.~ ~::=.-_ / Top ~ 80 0 @ b I --JL/'l' \ ~ \ I \ 6~" Xi ,!1 ,j/ V \ / "- _ ___ \ 8 \ /
d ~ * ~ 15 CMP/== ~ == ==J! @ " ~ ;- ~ / ___ 12" 12" J\ / 6" ) J 10' Rear Setback Line 1 a" m~al j:;ewJ \ \ I / ~ \ / '-....: / / J ______ -0 - T "" ..-/" ~ _ ..-/" /
V r hain Lin Fenc 6 ,,- - - 1Z: '-.!....... --- box 2B ~ / ~ x..... "'-.... --~in Li Fence
-- - --- . . '\ 3 " ""._ ___ /) . / 0...;;:::::: _ ~_ ___. ~ ___
'" Storm MH #1 ______
"" Rim 96,02 I
[ E GlE N 0 Inv 15" CMP E 92,15 ated
SYM B 0 L Inv 15" CMP E 92,13 /
Inv 15" CMP N 92,05
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City Owned O.R. 4331 - P 11411
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Storm MH #2
Rim 95,81
Inv 12" CMP N 92,10
Inv 15" CMP E 92.04
Inv 15" CMP W 92,04
x Found Cut X
ill Phone Pedestal
\j~" \
PROPOSED APPROX BO FT
OF B' CHAIN LINK FENCE
(WI BLACK VINYL COATING)
\B-,<S\Dt.
CO\j~
/
@ Metal Light Pol~
A Found Nail & Disc
Do Set Nail & Disc.
-u- Sign
A Fire Hydrant
o Water Valve
oS' Bollard
kt.~D Of
"oB-t.SS" ? '\ 0
C \ r 16 ~
? .B. .
/
CONNECT TO EXISTING
o Set Iron Rod
\ :Q: Wooden Light Pole
f- Guy Anchor
<u.., Wooden Utility Pole
@ Storm Manhole
$ Unknown Tree
o Ear Tree
. Found Concrete Monument
. Found Iron Rod
6 Pine Tree
lID
@
ter Meter
<> Cypress Tree
?(
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Palm Tree
SECURITY FACiliTY SITE
SCALE: 1"=20'
lAN
/
Sycamore Tree .
REVISIONS
BY
DESIGNED
DRAWN
DA TE CHECKED
License No. 3843
DATE
7 2004
7 2004
7/2004
TBE GROUP, INC.
Civil Engineering - Transportation -En vironmental- Planning
CLEARWATER TAMPA
380 Pont Place Blvd 102 W, 'MIltlng Street
(727) 531-3505 (813) 221-~
--
---
- --
- -
-
SECURITY FACiliTIES AT THE
NORTHEAST WPCF. AND
WATER RESERVOIRS NO.2 8c NO.3
SITE PLAN
WATER RESERVOIR NO. 3
DA TE: 7/2004
SCALE: HORIZ: AS NOrED
VERT: AS NOTED
SHEET: 5 of 8
CITY OF CLEARWATER
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215 FT OF B'
CHAIN LINK FENCE
(WI BLACK VINYL
COA TlNG)
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2"X2"X4' CROSS MEMBER
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EDGE OF 7\ !
PAVEMENT ~
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ASPHALT PAVEMENT
SURFACE MATERIAL
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VI EDGE OF
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NOTES:
1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED.
2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS.
3. REMOVE ALL STRING &:/OR WIRE WRAPPED AROUND TRUNK. .....
4. REMOVE ALL STRAPS, ROPES, WIRE, &:/OR STRINGS USED TO LIFT THE ROOTBALL. G
5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. ~
6. TOP OF ROOTBALL TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE.
A
MULCH 3" FROM TRUNK
MULCH 3" DEPTH
TILLED AND LOOSENED
NATIVE SOIL BACKFILL
FERTILIZER TABLETS
AS SPECIFIED. PLACE
UNIFORMLY AROUND
ROOT MASS BETWEEN
MIDDLE AND BOTTOM
OF ROOT MASS.
UNDISTURBED SOIL
2-2"X4" STAKE W/
LONG TAPER MIN. 18"
INTO UNDISTURBED SOIL
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2-2.5"DRYWALL SCREWS
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TREE PLANTING DETAIL
NTS
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THE CITY FOR SELECTION AND
PLACEMENT OF PLANT MATERIAL
WITHIN PROPOSED LANDSCAPE AREAS.
.SUGGESTED SHRUB AND
GROUNDCOVER PLANT MATERIAL TO BE
PLACED WlHTlN PROPOSED LANDSCAPE
AREAS, INCLUDE:
-COONTlE
-INDIAN HAWTHORNE
-CRINUM LILY
-L1RIOPE
-CONFEDERATE JASMINE
-GOLD LANTANA
. . ~ . . . . . . . . .
IX) ~ ~ ~ IX) ~ IX) ~ ~ ~ IX) 0
~ m '-I w m ~ ~ w _ m m 0
00.... ~ .... N N N N N N ~
3" SPEED TABLE
SPREAD
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W
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6'
MULCH 3" FROM STEMS
3" MULCH LAYER
12'
PROFILE
SECTION A-A
TYPICAL SPEED TABLE
NTS
3 TO 5 TIMES WIDTH
OF ROOTBALL
SHRUB & GROUNDCOVER PLANTING DETAIL
NTS
IRRIGA TION NOTES:
GENERAL NOTES FOR PLANTING:
1. A LOW VOLUME IRRIGATION SYSTEM, THAT PROVIDES 100" COVERAGE OF
ALL PROPOSED PLANTlNGS AND SOD, WILL BE DESIGNED AND INSTALLED BY THE
CONTRACTOR. DRIP OR NETAFIM IS PREFERRED.
2. THE PROPOSED IRRIGATION SYSTEM MUST MEET OR EXCEED ALL
APPLICABLE CITY CODE REQUIREMENTS. (I.E., BACK FLOW PREVENTION,
AUTOMATIC RAIN SHUTOFF DEVICE, ETC.)
3. IRRIGATION SHOP DRAWINGS MUST BE PREPARED AND SUBMITTED FOR
APPROVAL BY THE CITY PRIOR TO COMMENCEMENT OF WORK.
4. THE IRRIGATION SYSTEM MUST BE INSPECTED AND ACCEPTED BY THE
CITY PROJECT MANAGER PRIOR TO BACKFILLING TRENCHES OR INSTALLATION
OF MULCH.
5. IRRIGA TlON AS-BUILT DRAWINGS, WHICH ACCURATELY AND CLEARLY
IDENTIFY ALL MODIFICATIONS AND/OR SUBSTITUTIONS, MUST BE SUBMITTED
TO THE CITY PRIOR TO FINAL INSPECTION AND ACCEPTANCE.
S. CITY TO PROVIDE IRRIGATION WATER SOURCE AND RELATED ELECTRICAL CONNECTION.
7. THE FOLLOWING IRRIGATION COMPONENTS WILL BE UTILIZED, PER THE
MANUFACTURER'S SPECIFICATIONS (AS APPLICABLE):
RAINBIRD ESP-SLX+ AUTOMATIC CONTROLLER INSTALLED W/GLEN-HILTON
MINI-CLICK RAIN SHUTOFF DEVICE
RAINBIRD XCZ-075 CONTROL ZONE KIT
TORO-NETAFlM TECHLlNE SELF CLEANING, PRESSURE-COMPENSATING
EMITTER LINE
RICHDEL 214 APR 1" ELECTRIC VALVES
HUNTER SRS-06 6" POP-UP SPRAY HEADS W/HUNTER NOZZLES
1/2" X 18" FLEXIBLE PVC PIPE AT ALL SPRAY HEADS
SCHEDULE 40 PVC PIPE FOR ALL MAINLINES AND LATERAL PIPES TO
BACKSIDE OF ALL VALVES.
14 GUAGE WIRE FOR ALL ZONE WIRES.
12 GAUGE WIRE FOR COMMON
1. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING.
2, SOAK IMMEDIA TEL Y WITH WATER FOLLOWING PLANTING.
3. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE.
4. SCARIFY BASE OF PLANT PIT TO A DEPTH OF 8" MINIMUM.
5. DO NOT BREAK ROOTBALL.
FE RTILIZA TION NOTES:
SHRUBS AND TREES:
ALL TREES AND SHRUBS SHALL BE FERTILIZED WITH "AGRIFORM" 20-10-5 PLANTING
TABLETS AT TIME OF INSTALLATION AND PRIOR TO COMPLETION OF PIT
BACKFILLING. TABLETS SHALL BE PLACED UNIFORMLY AROUND THE ROOT MASS AT
A DEPTH THAT IS BETWEEN THE MIDDLE AND BOTTOM OF THE ROOT MASS.
APPLlCA TlON RATE:
1 GALLON CAN:
3 GALLON CAN:
5 GALLON CAN:
7 GALLON CAN:
TREES:
6" WHITE
-
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-
6" DOUBLE
YELLOW 6" WHITE
DIRECTION OF TRAVEL
(NO MARKINGS REQUIRED)
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CENTERLINE OF
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TYPICAL ADVANCE WARNING MARKINGS FOR SPEED TABLES
NTS
1 - 21 GRAM TABLET
2 - 21 GRAM TABLETS
3 - 21 GRAM TABLETS
4 - 21 GRAM TABLETS
3 - 21 GRAM TABLETS EACH 1/2" OF CALIPER
GROUNDCOVER AREAS:
ALL GROUNDCOVER AREAS SHALL RECEIVE FERTILIZATION WITH "OSMOCOTE"
TIME RELEASE FERTILIZER AS PER MANUFACTURER'S SPECIFICATIONS.
REVISIONS
DESIGNED
DRAWN
CHECKED
BY
JGW
GH /MC
TTJ
License No. 3843
DATE
2/2004
2/2004
8/2004
TBE GROUP, INC.
Civil Engineering - Transportation -En vlronmental- Planning
SECURITY FACILITIES AT THE
NORTHEAST WPCF, AND
WATER RESERVOIRS No 2 & No 3
- -
-
CITY OF
CLEARWA TER
CLEARWA lER
380 Pant Place Blvd
(727) 531-3505
TAMPA
102 W, Whiting Street
(813) 221-0048
BY
DATE
DET AILS
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ELEV (-1.33)
STUCCO EXPOSED SURFACE;
COLOR TO BE SIMILlAR TO
FACILITY BUILDINGS
8" CONCRETE BLOCK WITH
HORIZONTAL REINFORCEMENT
EVERY COURSE
1 #5 CONTlNUOUS
EACH COURSE
#4 BAR IN ALL CELLS,
POURED WllH 3000 PSI
CONCRETE
(PRE-CAST CONCRETE CAP
PRE-CAST CONCRETE CAP
ELEVATION (SEE · NOTE)
ELEVATION (SEE · NOTE)
EXISTING PAVEMENT
GRADE = ASSUMED
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3- #4 BARS CONTINUOUS
* NOTE:
ELEV. 3.00 AT WATER RESERVOIR NO.2 (SEE SHEET 4)
ELEV. 2.00 AT NORlHEAST WPCF (SEE SHEET 3)
ELEVATION VIEW
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BARRICADE WALL DETAIL
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PAINT AS NOTED
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HEIGHT X 6' SPREAD; 10' ON CENTER (6'
OFF FENCE) (TYPICAL)
ALUMINUM PICKET FENCE
PILASTER
RHAPHIOLEPIS INDICA 'ALBA' / WHITE
DWARF INDIAN HAWTHORN; MINIMUM 3
GAL. 14" HEIGHT X 14" SPREAD; 30" ON
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BY
LIcense No. 3843
TBE GROUP, INC.
Civil EnglnetH'lng - Transportation -Environmental- Planning
CLEARWATER TAMPA
380 Park Place Blvd 102 W, WhitIng Street
(727) 531-3505 (813) 221-0048
SECURITY FACILITIES AT THE
NORTHEAST WPCF. AND
WATER RESERVOIRS No 2 & No 3
DET AILS
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DATE: 8/2004
SCALE: HORIZ: AS NOTED
VERT: AS NOTED
SHEET: 7 of a
REVISIONS
DESIGNED
DRAWN
DA TE CHECKED
DATE
2/2004
2/2004
8/2004
CITY OF CLEARWATER
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REVISIONS
BY
DATE
DESIGNED
DRAWN
CHECKED
BY
DES
DES
TAMPA
102 W. WhItIng Street
(813) 221-0048
DATE
8/2004
8/2004
8/2004
TBE G ROUP, INC.
Civil Engineering - Transportation -En vironmtlntal- Planning
CLEARWA TER License No. 3843
380 Pont Place Blvd
(727) 531-3505
SECURITY FACILITIES AT THE
NORTHEAST WPCF. AND
WATER RESERVIORS NO.2 & NO.3
I'~
GROUP
CITY OF
CLEARWA TER
GENERAL STRUCTURAL NOTES
DESIGN CRITERIA
CODES:
- 2001 FLORIDA BUILDING CODE
- REINFORCED CONCRETE: ACI 318 .BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE.
WINDLOADS
- BASIC WIND SPEED
- IMPORTANCE FACTOR
EXPOSURE
- DESIGN PRESSURES: PER ASCE 7-98.
123 MPH
1.15
B
CONCRETE 28-DAY STRENGTH
-COLUMNS, BEAMS, SLABS, WALLS, FOOTINGS 4000 PSI
REINFORCING STEEL
- ALL BARS ASTM A615, GRADE 60
60,000 PSI
GENERAL CONDITIONS
THE CONTRACTOR SHALL REVIEW AND VERIFY DIMENSIONS SHOWN IN ALL
PLANS AND REVIEW ALL FIELD CONDITIONS THAT MAY AFFECT THE
INSTALLATION OF THE FACILllY. SHOULD DISCREPANCIES APPEAR, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN
ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH THE WORK.
THE CONTRACTOR SHALL TAKE ~Y AND ALL NECESSARY MEASURES TO
PROTECT EXISTING STRUCTURES FROM DAMAGE WHEN WORKING IN AND
AROUND EXISTING STRUCTURES PERFORMING WORK SUCH AS DEMOLITION,
FOUNDATION EXCAVATION, AND OTHERS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO
BE lYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR
SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT
DETAIL IS SHOWN.
CONCRETE
ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH ACI 318 REQUIREMENTS (LATEST EDITION).
ALL CONCRETE SHALL BE AIR-ENTRAINED WITH 4000 PSI COMPRESSIVE
STRENGTH AT 28 DAYS UNLESS OTHERWISE NOTED,
WATER REDUCING AGENT SHALL BE IN ACCORDANCE WITH ASTM C494.
REINFORCING STEEL
REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60
REQUIREMENTS. WELDED WIRE FABRIC, ASTM A185,
ALL ACCESSORIES SHALL BE IN CONFORMANCE WITH ACI 315
REQUIREMENTS. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR
COVER UNLESS OTHERWISE NOTED:
- CONCRETE CAST AGAINST EARTH
THE CONTRACTOR SHALL PREPARE PLACING DRAWINGS AND
SCHEDULES IN CONFORMANCE WITH ACI 315 REQUIREMENTS.
3
MASONRY
- DESIGN COMPRESSIVE STRENGTH
OF MASONRY AT 28 DAYS
- ALLOWABLE STEEL STRESS
f'm = 1500 PSI
f5 = 24,000 PSI
MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL
REQUIREMENTS OF .SPECIFlCATlON FOR MASONRY STRUCTURES
(ACI 530.1-99/ASCE 6-99/TMS 602-99)'" EXCEPT AS MODIFIED BY THE
REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS.
MATERIALS
- BLOCK: CONFORM TO ASTM C90 - GRADE N, TYPE II TWO-CELL,
4.x8.x16..
- MORTAR: CONFORM TO ASTM C270, lYPE S, MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS - 1800 PSI. UTILIZE TYPE II CEMENT AND
TYPE S LIME. MASONRY CEMENT WILL NOT BE CONSIDERED.
- GROUT: CONFORM TO C476, COARSE GROUT, MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS - 2500 PSI.
- STEEL: DUR-O-WALL OR EQUAL JOINT REINFORCEMENT AT EVERY THIRD
COURSE (24. O,C.),
CONSTRUCTION
- MAX. CONSTRUCTION HEIGHT OF MASONRY WALLS WITHOUT FILLED CELL
OR COLUMN POURS IS TO BE 8'-0". THE CONCRETE FOR FILLED
CELLS SHALL BE RODDED OR PUDDLED DURING PLACEMENT TO INSURE
COMPLErE F1LUNG TO THE BLOCK CORE.
- PROVIDE CLEAN OUT AND INSPECTION BLOCK OUTS IN CELLS
CONTAINING REINF.
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SC.AL' E" HORlZ: 1.-~2"
1"\ ..\\~T:' 1~-1'
SHEET: 8 of 8
STRUCTURAL SHEET
WATER RESERVOIR NO.
3