PLT2004-00013 (2)
PL T2004-00013
2400 VARSITY DR
LEHIGH HUNT PROPERTY
PLANNER OF RECORD: JVS
ATLAS # 281B
ZONING:' LMDR
LAND USE: RL
RECEIVED: 09/29/2004
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
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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 MYRTIE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
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November 22, 2004
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Mr. Hung T. Mai, P.E.
14031 North Dale Mabry Highway
Tampa, FL 33018
RE: Development Order regarding case PLT2004-00013 at 2400 Varsity Drive.
Dear Mr. Mai:
This letter constitutes a Development Order pursuant to Section 4-202.E of the Community
Development Code. On November 12, 2004, the Development Review Committee (DRC) reviewed
your application for Preliminary Plat approval to subdivide a 7.22-acre parcel into a twelve lot single-
family home subdivision, under the provisions of Section 4-703. The DRC recommended approval of
the application with the following bases and conditions:
Bases for Approval:
1. The proposal complies with Preliminary Plat criteria under the provisions of Section 4-701;
2. The plan complies with General Applicability Criteria under the provisions of Section 3-913; and
3. The proposed development is compatible with the surrounding area.
Conditions for Approval:
1. That a final plat be recorded with Pinellas County prior to building permit approval:
2. That individual water taps be provided for each lot, prior to issuance of a building permit:
3. That the water main must be 4-inch diameter to the end of Earlham Drive, prior to issuance of a
building permit;
4. That the connection to the existing sanitary manhole shall be cored. Must provide invert elevation
for the coring, prior to issuance of a building permit:
5. That a copy of SWFWMD Permit or letter of exemption be provided prior to issuance of a building
permit:
6. That the sanitary sewage system will be private and maintained by the homeowner's association:
7. That all onsite utilities shall be buried:
8. That all Traffic impact assessment fees shall be assessed and paid prior to first CO:
I concur with the findings of the Development Review Committee and, through this letter, approve
your application for Flexible Standard Development with the above eight conditions. The approval is
based on and must adhere to the application dated received September 29,2004, the drainage analysis "
dated received October 22,2004, and the revised site plans dated received November 12,2004.
BRIAN] AUNGST, MAYOR,COMMISSIONER
HoYT HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, COMMI~SIOt\[R
FRANK HlllIJARD, COMMISSIONER * Bll L]ONSON, COMMISSION[R
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"EQUAL EMPLOYMENT AND AFFIRMA1IVE AC1ION EMPlOYER"
November 22, 2004
Mr. Mai - Page Two
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. fu 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.
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If you have any questions, please do not hesitate to call John Schodtler, Planner I, at 727-562-4604.
You can access zoning for :parcels within the City through our website: www.mvclearwater.com. *
Make Us Your Favorite!
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Sincerely,
Cynthia H. Tarapani, AICP i
Planning Director .
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S'IPlanning Departmentl~ D BIStandard Flexl/nactlve or Finished CasesIVarsity Drive 2400\ Varsity 2400 Development Order doc
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PRELIMINARY PLA T FOR
LEHIGH-HUNT PROPERTY
SECTION 07-29S-16E, CLEARWATER, FLORIDA
SHEET
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DESCRIPTION
COVER SHEET
GENERAL NOTES AND LEGEND
EXISTING CONDITIONS (SURVEY)
PRELIMINARY PLAT
GRADING AND DRAINAGE PLAN
UTILITY PLAN
FLOODPLAIN COMPENSATION
DRAINAGE DETAILS
SEWER DETAILS
WATER DETAILS
INDEX OF DRA WINGS
PREPARED FOR
THOMAS HEIRONIMUS
631 POINTSETTIA
BELLEAIR, FLORIDA 33759
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VICINITY MAP
PREPARED BY
Civil, Water Resources & Environmental Engineering
14031 N. Dale Mabry Highway, Tampa, Florida 33618
Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
REVISED 11-10-04
OCTOBER 2004
HTM PROJECT NO. 100-04-044
LOCA TION OF PROJECT
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SITE PLAN ", PP~OVED
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SHEET 1 OF 10
GENERAL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS
FROM THE OWNER PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
THOROUGHLY REVIEWING AND UNDERSTANDING ALL PERMIT CONDITIONS.
ALL WORK SHALL COMPLY WITH THE REQUIREMENTS THE PERMITS.
ANY ADDITIONAL CONSTRUCTION/BUILDING PERMITS REQUIRED TO
EXECUTE/COMPLETE THE WORK SHOWN IN THESE DOCUMENTS SHALL BE
OBTAINED BY THE CONTRACTOR.
2. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE
LATEST EDITION OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE
AND ALL CITY OF CLEARWATER TECHNICAL STANDARDS.
3. ALL ELEVATION DATA IS BASED ON THE NATIONAL GEODETIC VERTICAL
DATUM (NGVD) OF 1929.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK
WITH SUBCONTRACTORS AND OTHER PUBLIC OR PRIVATE UTILITIES
CONSTRUCTING FACILITIES WITHIN THE PROJECT LIMITS.
5. THE CONTRACTOR SHALL SOLID SOD ALL SLOPES STEEPER THAN 5:1 AND
WITHIN CITY/FOOT R/W. IT IS THE CONTRACTOR'S RESPONSIBILITY
TO MAINTAIN SOD UNTIL STABILIZATION HAS OCCURRED.
6. CONTRACTOR SHALL CONTACT THE ENGINEER AND/OR OWNER PRIOR TO
ANY CONSTRUCTION ACTIVITY THAT MAY DAMAGE OR OTHERWISE AFFECT
TREES.
7. EXISTING UNDERGROUND UTILITY LINES SHOWN ON THE DRAWINGS WERE
TAKEN FROM RECORD DRAWINGS AND DOCUMENTS FURNISHED BY OTHERS,
AND NOT FIELD VERIFIED. THE CONTRACTOR SHALL FIELD VERIFY THE
LOCATION OF ALL UNDERGROUND UTILITIES WHICH MAY BE AFFECTED BY
THE PROPOSED CONSTRUCTION, PRIOR TO ACTUAL CONSTRUCTION. THE
ENGINEER SHALL BE IMMEDIATELY NOTIFIED IF A CONFLICT EXISTS BETWEEN
ACTUAL FIELD CONDITIONS AND THESE PLANS. CALL SUNSHINE STATE ONE
CALL AT 1-800-432-4770 MIN. 48 HOURS BEFORE DIGGING,
8. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION, INCLUDING
TESTING, WITH ENGINEER AND APPROPRIATE CITY OF CLEARWATER
INSPECTORS IN ACCORDANCE WITH CITY OF CLEARWATER REQUIREMENTS.
9. SOURCE OF S.H.G.W, ELEVATION - DETERMINE BY BTL ENGINEERING
SERVICES, INC, DATED MAR. 2004. THIS REPORT IS AVAILABLE FROM H.T.
MAl, INC. AT 14031 N. DALE MABRY HWY., TAMPA, FL 33618.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY PERMITS
THAT IS NOT PROVIDED BY THE ENGINEER OR OWNER. THESE PERMITS MAY
BE ROAD CROSSING, ONSITE PIPING PERMIT, UTILITY, SITE CLEARING, AND
LAL PERMIT FROM THE GOVERNMENTAL AGENCIES HAVING JURISDICTION
OVER THE PROJECT SITE.
11. THE CONTRACTOR SHALL REPLACE ALL EXIST. PAVING, STABILIZED EARTH,
CURBS, SIDEWALKS, MAIL BOXES, DRIVEWAYS, FENCES, SIGNS, LIGHTS,
CULVERTS, AND OTHER IMPROVEMENTS WITH THE SAME OR BETTER TYPE
OF MATERIAL THAT WAS REMOVED DURING THE CONSTRUCTION OR AS
DIRECTED BY THE ENGINEER.
12. THE CONTRACTOR SHALL PROVIDE M.O.T. AS PER FOOT STANDARD INDEX
NOS, 600 THAT IS APPLICABLE TO THE SITE SPECIFIC CONDITIONS.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FILED
AND ACTUAL INFORMATION TO THE ENGINEER FOR THE PREPARATION OF
RECORD DRAWINGS. A MARK-UP "IN RED" SET OF PLANS SHALL BE
AVAILABLE AT ALL TIME AT THE CONSTRUCTION SITE. FINAL FIELD
CONDITIONS SHALL BE SURVEYED BY A LICENSE SURVEYOR. TEN
CERTIFIED AS-BUILT SURVEYS SHALL BE FURNISHED TO THE ENGINEER
AFTER THE FINAL INSPECTION.
14. ALL PAVEMENT CUT/FILLING SHALL MEET THE FOLLOWING
REQUIREMENTS:
A. COMPACTED TO A DENSITY OF NOT LESS THAN 100% PER
ASTM D 1557-70.
B. DENSITY TEST SHALL BE CONDUCTED EVERY 12" OF
COMPACTED DEPTH OR AS DIRECTED BY THE ENGINEER.
15. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE
CONTRACTOR IN ASSESSING THE NATURE AND EXTENT OF THE CONDITIONS
WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK.
ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHAT-
EVER INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR
OWN CONCLUSIONS REGARDING THE ACTUAL CONDITIONS THAT WILL BE
ENCOUNTERED, AND UPON WHICH THEIR BIDS WILL BE BASED UPON.
16. WALLS FINISHED WITH STUCCO SHALL ALSO BE PAINTED. BUILDINGS ONLY
FINISHED WITH PAINT SHALL NOT BE CONSIDERED ARCHITECTURALLY
FINISHED.
17. PROVIDE ILLUMINATION FOR ALL PROJECT ACCESS POINTS AND APPROACHES
SUFFICIENT TO PROVIDE SAFE INGRESS AND EGRESS. THE ACCESS POINTS
SHALL BE VISIBLE AT NIGHT FROM A DISTANCE OF 200 FT IN ALL
DIRECTIONS WHICH VEHICLES TRAVEL. UGHTING SHALL BE POSITIONED TO
MINIMIZE THE IMPACTS ON ADJACENT PROPERTIES.
18. EROSION/SEDIMENTATION CONTROL
CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER
(HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT
PROPERlY, STREETS, STORM SEWERS 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 AND CLEAN SAID EARTH TO THE
SATISFACTION OF THE ENGINEER/AND/OR AUTHORITIES.
17. BUILDING HEIGHT NOTE
ALL HOMES TO BE BUILT IN ACCORDANCE WITH CllY OF CLEARWATER HEIGHT
REQUIREMENTS. ALL HOUSES TO BE LESS THAN 35 FEET IN HEIGHT PER
CllY OF CLEARWATER LAND DEVELOPMENT CODE.
Call 48 hours before you dig!
IT'S THE LAW! ,;-
1-800-432-4770
NOT VALlO FOR CONSTRUCllON
UNLESS SIGNED IN THIS BOX
DATE
REVISION
DES. H.T.M.
DRFT. D.M.N.
CHKD. H.T.M.
APPD. H.T.M.
CONSTRUCTION NOTES
WATER DISTRIBUTION/TRANSMISSION SYSTEM
1. ALL WATER MAIN CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS
OF THE LATEST CITY OF CLEARWATER STD. SPECIFICATIONS.
INCLUDING CONSTRUCTION MATERIALS
AND METHODS, EXCAVATION AND BACKFILL, COMPACTION, SCHEDULING OF
INSPECTORS AND INSPECTIONS, TESTING AND STERILIZATION.
2. WATER MAIN SHALL BE LOCATED 8' FROM BACK OF CURB UNLESS
OTHERWISE INDICATED.
3. FIRE HYDRANT ASSEMBLIES INCLUDE MAIN LINE TEE, GATE VALVE, PIPE,
FITTINGS, HYDRANT, AND INCIDENTAL ITEMS TO FORM A COMPLETE, WORKING
UNIT IN ACCORDANCE WITH HILLSBOROUGH COUNTY SPECIFICATIONS.
4. ALL WATER MAIN PIPING SHALL BE PVC MANUFACTURED IN ACCORDANCE
WITH AWWA STANDARD C900. THE PIPE SHALL CONFORM TO THESE
STANDARDS: PIPE DIMENSION RATIO (DR) 18, WORKING PRESSURE OF 150
PSI, AND LAYING LENGTH OF 20 FEET.
5. FITTINGS SHALL BE DUCTILE IRON AND SHALL BE MECHANICAL JOINT WITH
A MINIMUM PRESSURE RATING OF 250 PSI, AND SHALL COMFORM TO THE
REQUIREMENTS OF ANSI STANDARD A21.1 0 AND A21.4.
6. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36" COVER.
7. PROVIDE THRUST RESTRAINT IN ACCORDANCE WITH CITY OF
CLEARWATER STANDARDS.
8. ALL PVC WATER MAINS SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE
BURIED APPROXIMATELY ONE FOOT BELOW GRADE OVER THE WATER MAIN.
THE TAPE SHALL BE CONTINUOUS BElWEEN VALVES AND SECURED TO EACH
VALVE. THE TAPE SHALL BE AT LEAST 5 MILS THICK, 2 INCH MINIMUM WIDTH
AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BETWEEN 2 LAYERS OF
POLYETHYLENE. IT SHALL HAVE IMPRINTED IN PERMANENT BLACK INK WITH
1 INCH LEITER "CAUTION WATER MAIN BURIED BELOW" ON BLUE BACK-
GROUND. TAPES SHALL BE ELECTRONICALLY DETECTABLE TAPE.
ALL PVC WATER MAIN PIPE SHALL BEAR THE APPROVAL SEAL OF THE
NATIONAL SANITATION FOUNDATION (NSF) THAT WILL REMAIN LEGIBLE
DURING NORMAL HANDLING, STORAGE AND INSTALLATION.
PIPE COLOR SHALL BE BLUE FOR WATER MAINS.
9. HYDROSTATIC AND LEAKAGE TEST
WATER MAINS SHALL BE TESTED AS A WHOLE OR IN SECTIONS BETWEEN VALVES.
THE MAINS SHALL BE TEST IN ACCORDANCE WITH SECTION 4, HYDROSTATIC
TESTING, AWWA C600-87 UNDER AN AVERAGE HYDROSTATIC PRESSURE OF NOT
LESS THAN 150 POUNDS PER SQUARE INCH FOR A MINIMUM OF 2 HOURS.
ALL VALVES SHALL BE TESTED FOR SECURE CLOSURE.
ALL PUMPS, GAUGES AND MEASURING DEVICES SHALL BE FURNISHED, INSTALLED
AND OPERATED BY THE CONTRACTOR AND ALL SUCH EQUIPMENT AND DEVICES
AND THEIR INSTALLATION, SHALL BE APPROVED BY THE COUNTY INSPECTOR. ALL
WATER FOR TESTING AND FLUSHING SHALL BE POTABLE WATER PROVIDED BY THE
CONTRACTOR, AT NO COST TO THE COUNTY, FROM A SOURCE APPROVED BY THE
ENGINEER. THE QUANTITY USED. WHICH SHALL BE COMPARED TO THE ALLOWABLE
QUANTITY, SHALL BE MEASURED BY PUMPING FROM A CALIBRATED CONTAINER,
AGAIN APPROVED BY THE COUNTY INSPECTOR.
10. STERILIZATION
AFTER COMPLETION OF PRESSURE TESTING AS DESCRIBED IN LEAKAGE TEST, THE
CONTRACTOR SHALL DISINFECT ALL PIPE AND FITTINGS INSTALLED IN THE SYSTEM,
AND RECIVE THE REQUIRED APPROVALS AND CLEARANCES PRIOR TO PLACING THE
SYSTEM IN SERVICE. THE DISINFECTION SHALL BE ACCOMPLISHED IN ACCORDANCE
WITH THE APPLICABLE PROVISIONS OF AWWA STANDARD C 651, -DISINFECTING
WATER MAINS", AND ALL APPROPRIATE APPROVAL AGENCIES AND THE COUNTY
PUBLIC UTILITIES DEPARTMENT "PROCEDURES FOR WATER MAIN FLUSHING,
DISINFECTION, AND BACTERIOLOGICAL TESTING". CARE SHALL BE TAKEN TO PROVIDE
DISINFECTION OF THE ENTIRE SYSTEM, AFTER DISINFECTION, THE LINE SHALL BE
THOROUGHLY FLUSHED UNTIL WATER SAMPLES SHOW A CHLORINE CONTENT EQUAL
TO OR LESS THAN THE EXISTING SYSTEM.
SEWAGE COLLECTION\ TRANSMISSION
1. ALL SANITARY SEWER CONSTRUCTION SHALL BE ACCOMPLISHED IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF CITY OF CLEARWATER
STANDARD SPECIFICATIONS INCLUDING, SHOP DRAWINGS AND
SUBMITTALS, CONSTRUCTION MATERIALS AND METHODS, EXCAVATION AND
BACKFILL, COMPACTION, SCHEDULING OF INSPECTORS AND INSPECTIONS,
TESTING, AND RECORDING OF AS-BUILT INFORMATION. THE CONTRACTOR
SHALL OBTAIN THE NECESSARY NUMBER OF SETS TO INSURE THAT EACH
CREW FOREMAN HAS A SET AVAILABLE AT THE WORKSITE.
2. THE CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION ON ALL GRAVITY
SEWERS, AND A PRESSURE TEST ON ALL FORCE MAINS, AS REQUIRED
BY CITY OF CLEARWATER REQUIREMENTS. TESTS ARE TO BE CERTIFIED
BY THE ENGINEER OF RECORD AND SUBMITTED TO CITY OF CLEARWATER
FOR APPROVAL. THE SCHEDULING, COORDINATION, AND NOTIFICATION OF ALL
TEST PARTICIPANTS IS THE CONTRACTOR'S RESPONSIBILITY.
3. ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), STATE
OF FLORIDA "TRENCH SAFETY ACT", AND ALL OTHER CODES AND
REGULATIONS APPLICABLE TO THE WORK.
4. PVC WASTEWATER GRAVITY PIPE SHALL BE OF MADE OF PVC MATERIAL
HAVING A CELL CLASSIFICATION OF 12454 B, 12445 C OR 13354 B AS
DEFINED IN ASTM D1784. PVC PIPE AND FITTINGS USED IN THE GRAVITY
SEWER SYSTEM SHALL MEET REQUIREMENTS OF ASTM D3034.
EACH LENGTH OF PVC SANITARY PIPE SHALL BE MARKED WITH THE
FOLLOWING INFORMATION: SIZE, MANUFACTURER, PVC SEWER PIPE, ASTM
DESIGNATION, MANUFACTURER'S CODE, CELL CLASSIFICATION AND APPROVAL
SEAL OF THE NATIONAL SANITATION FOUNDATION (NFS) THAT WILL REMAIN
LEGIBLE DURING NORMAL HANDLING, STORAGE AND INSTALLATION.
PIPE COLOR SHALL BE GREEN FOR WASTEWATER MAINS.
5. PVC WASTEWATER FORCE MAIN PIPE SHALL CONFORM TO THE REQUIREMENTS
OF ASTM D2241. PVC RESIN COMPOUND SHALL CONFORM TO THESE
REQUIREMENTS OF ASTM D1784. THE PIPE SHALL CONFORM TO THESE
STANDARDS: DIMENSION RATIO (DR) OF 21, WORKING PRESSURE OF 200 PSI
AND LAYING LENGTH OF 20 FEET.
EACH LENGTH OF PVC SANITARY PIPE SHALL BE MARKED WITH TH E
FOLLOWING INFORMATION: SIZE, MANUFACTURER, PVC SEWER PIPE, ASTM
DESIGNATION, MANUFACTURER'S CODE, CELL CLASSIFICATION AND APPROVAL
SEAL OF THE NATION SANITATION FOUNDATION (NFS) THAT WILL REMAIN
LEGIBLE DURING NORMAL HANDLING, STORAGE AND INSTALLATION.
PIPE COLOR SHALL BE GREEN FOR FORCE MAINS UNLESS OTHERWISE
At-'t-'KUVt.U t:JY HILL:::it:JUKUUl;H l;UUN I Y.
ALL PVC FORCE MAINS SHALL HAVE A SUITABLE ELECTRONIC LOCATOR TAPE
BURIED APPROXIMATELY ONE FOOT BELOW GRADE OVER THE WATER MAIN.
THE TAPE SHALL BE CONTINUOUS BETWEEN VALVES AND SECURED TO EACH
VALVE. THE TAPE SHALL BE AT LEAST 5 MILS THICK, 2 INCH MINIMUM WIDTH
AND MADE WITH AN ALUMINUM MATERIAL SANDWICHED BElWEEN 2 LAYERS OF
POLYETHYLENE. IT SHALL HAVE IMPRINTED IN PERMANENT BLACK INK WITH
1 INCH LETTERS "CAUTION FORCE MAIN BURIED BELOW" ON GREEN BACK-
GROUND. TAPES ::>HALL t:Jt. t.Lt.l;IKUNIl;ALLY Ut.It.l;IAt:JLt. TAPE.
6. ALL WASTEWATER MAINS SHALL HAVE A MINIMUM OF 36" COVER.
BY
CUENT
SITE PREPARATION
AND EARTHWORK NOTES
1 . GENERAL
ALL WORKMANSHIP, MATERIALS, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH
THE APPLICABLE PORTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION
(FOOT), STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
CURRENT EDITION, FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS, LATEST
EDITION AND CITY OF CLEARWATER LAND DEVELOPMENT CODE, LATEST EDITION
2. EXCAVATION
CONTRACTOR SHALL PROVIDE SHORING, SHEETING, AND BRACING AS MAY BE
NECESSARY TO PROPERLY ACCOMPLISH THIS WORK. UNDERGROUND UTILITIES
TO REMAIN FROM DAMAGE. SHOULD ANY UTILITIES BE ENCOUNTERED THAT
ARE NOT INDICATED ON THE PLANS NOTIFY THE OWNER'S REPRESENTATIVE.
0) DISPOSAL: SURPLUS MATERIAL FROM EXCAVATIONS, TRASH, DEBRIS
AND MATERIALS RESULTING FROM CLEARING, GRUBBING, AND OTHER
OPERATIONS SHALL BECOME THE PROPERTY OF CONTRACTOR AND
SHALL BE DISPOSED OF BY REMOVING FROM THE SITE.
b) CLEARING AND GRUBBING: CLEAR AND GRUB TO REMOVE STUMPS,
ROOTS. TREES, VEGETATION, ORGANIC MATERIALS, EXISTING PAVEMENT,
STRUCTURES AND OTHER OBSTRUCTIONS TO THE WORK. ALL ORGANIC
SOILS OR MUCK SHALL BE REMOVED AND BACKFILLED WITH SUITABLE
MATERIALS.
STRIP THE TOPSOIL FROM ALL AREAS WITHIN THE LIMITS OF CLEARING
AND GRUBBING AND STOCKPILE ON THE SITE. TOPSOIL MAY BE SPREAD
OVER AREAS OUTSIDE BUILDING AND PAVING LINES UPON COMPLETION
OF ROUGH GRADING.
3. GRADING
GRADE THE SITE TO THE FINISHED CONTOURS INDICATED. IMMEDIATELY BEFORE
REQUESTING FINAL INSPECTIONS, CHECK THE UNES AND DRESS TO THE PROPER
CONTOURS. ALL AREAS ARE TO BE STABILIZED. THESE AREAS ARE TO BE
MAINTAINED UNTIL ACCEPTANCE BY OWNER. WHEN SOD, PLANT BEDS, GRAVEL
AREAS AND THE UKE ARE INDICATED ON LANDSCAPE DRAWINGS OR SPECIFIED,
MAKE ALLOWANCES WHEN ROUGH GRADING FOR THE FINISHED GRADES IN THESE
AREAS.
0) BORROW: SUITABLE EXCAVATED MATERIAL, AS DETERMINED BY THE
OWNER'S REPRESENTATIVE, MAY BE USED FOR GRADING. PROCURE
ADDITIONAL MATERIALS, WHERE NECESSARY, FROM BORROW PITS
APPROVED BY THE OWNER'S REPRESENTATIVE AND FURNISH AT NO
ADDITIONAL COST TO THE OWNER. BORROW MATERIALS SHALL HAVE
PLASTIC INDEX OF SIX (6) OR LESS WITH A MAXIMUM OF 20 PERCENT
PASSING A 200 SIEVE.
b) COMPACTION: AREAS OUTSIDE OF BUILDING AND PAVING LINES
SHALL BE COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY
(ASSHTO T-180) AT OPTIMUM MOISTURE (ASTM D 1556).
LANDSCAPE NOTES
1, ALL LANDSCAPE ACTIVITY SHALL MEET THE REQUIREMENT OF APPLICABLE
COUNTY/CITY LANDSCAPE ORDINANCE OR CODE, LATEST EDITION
2. ALL PLANT MATERIAL SAHLL BE FLORIDA GRADE #1 AS PER "GRADES
& STANDARDS FOR NURSERY PLANTS" AND SHALL BE WARRANTED FOR
A MINIMUM OF 90 DAYS BY THE LANDSCAPE CONTRACTOR.
3. TREES SHALL BE A MIN. HEIGHT OF 8' AND 2" DBH
AT TIME OF PLANTING. HEDGE SHALL BE A MIN. OF 2'
AND 50% VIEW BLOCKAGE AT TIME OF PLANTING, WITH THE
CAPABILITY OF ATTAINING A MIN. HEIGHT OF 3' AND 90% VIEW
BLOCKAGE WITHIN 2 YEARS.
4. DURING LAND ALTERATION ACTIVITIES SOIL EROSION SHALL BE
CONTROLLED HAY BALES OR SILT SCREEN. UPON COMPLETION OF
OF LAND ALTERATION ACTIVITIES, EXPOSED SOIL SHALL SODDED
WITH BAHIA ONLY. ALL DISTURED AREA WITHIN
THE COUNTY OR DOT R/W SHALL BE SODDED WITH BAHIA GRASS.
5. ALL TRIMMING UNDERTAKEN ON TREES PROTECTED BY THE
PROVISIONS OF THE LDC SHALL BE PRUNED IN ACCORDANCE WITH
THE ANSI (A-300) PRUNING STANDARDS.
6. DURING LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT
SHALL BE UNLAWFUL TO REMOVE VEGETATION BY GRUBBING OR TO
PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, CONSTRUCTION
MATERIAL, MACHINERY OR OTHER EQUIPMENT OF ANY KIND
WITHIN THE DRIP UNE OF A TREE TO REMAIN ON THE SITE UNLESS
OTHERWISE APPROVED BY THE COUNTY OR CITY.
7. IMMEDIATELY AFTER PLANTING OPERATION ARE COMPLETED, ALL
TREES AND SHRUB PITS SHALL BE MULCHED WITH A THREE -INCH
LAYER OF PINE BARK. THE LIMIT OF THIS MULCH FOR TREES SHALL
BE THE AREA OF THE PIT AND FOR SHRUBS THE ENTIRE AREA
OF THE BED.
8. TOPSOIL USED FOR PLANTING SHALL BE A MIXTURE OF THREE PARTS
TO ONE PART PEAT. LANDSCAPED AREAS TO RECEIVE AN SIX-INCH
LAYER OF COMPACTED TOPSOIL.
9. PROTECTIVE BARRIERS MUST BE INSTALLED AROUND TREES TO BE
RETAINED IN AN AREA WHERE THE LAND ALTERATION AND CONSTR-
UCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG NATURAL AREA
WHERE SUCH AREA ADJACENT TO PERMITTED LAND ALTERATION OR
CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN
IN PLACE UNTIL THE LAND ALTERATION OR CONSTRUCTION ARE
COMPLETED OR UNTIL COMMENCEMENT OF GRADE FINISHING AND
SODDING. NO GROUND DISTURBANCE IS ALLOWED WITHIN THE
BARRICADED AREA.
10. ALL SOD ON SITE IS TO BE BAHIA GRASS.
CONSTRUCTION SCHEDULE
AND TECHNIQUES
THE FILL MATERIAL WILL BE CLEAN FINE SAND FROM A PERMITTED BORROW PIT.
HAYBALES OR SILT SCREEN SHALL BE INSTALLED AT LOCATIONS SHOWN ON THE
PLANS AND AROUND THE INLETS AFTER THEIR CONSTRUCTION AND THE EROSION
CONTROL SHALL REMAIN IN PLACE UNTIL GRADING AND ROAD CONSTRUCTION IS
COMPLETE. REMOVE SILT SCREEN OR HAY BALES AFTER SOIL STABILIZATION.
NO DEWATERING IS EXPECTED DURING THE CONSTRUCTION UNLESS INCIDENTAL TO
ROAD CONSTRUCTION. GRADING AND UTILITY INSTALLATION.
THOMAS HEIRONIMUS
631 POINTSETTIA
BELLEAIR, FLORIDA 33759
PHONE: (727) 638-2592
PAVING AND DRAINAGE
N T
H.R.S. STANDARD SEPARATION STATEMENT
FOR WATER/SEWER CONFLICTS
1 . GENERAL
ALL WORKMANSHIP, MATERIALS, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH
THE APPLICABLE PORTIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION
(FOOT), STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
CURRENT ENGLISH EDITION, FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS,
LATEST EDITION AND CITY OF CLEARWATER LAND DEVELOPMENT CODE, LATEST
EDITION.
2. STREET PAVING
1. SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS SHOULD ALWAYS
CROSS UNDER WATER MAINS, SANITARY SEWERS, FORCE MAINS AND
STORM SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A
MINIMUM VERTICAL DISTANCE OF 18 INSHES BETWEEN THE INVERT OF THE
UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE.
WHERE SANITARY SEWERS, FORCE MAINS AND STORM SEWERS MUST CROSS
A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE, BOTH THE
SEWER AND THE WATER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON
PIPE (DIP) AT THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS
IF IT IS NOT AVAILABLE IN THE SIZE PROPOSED.) SUFFICIENT LENGTHS OF
DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 10 FEET
BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20
FEET OF THE CROSSING MUST BE LEAK FREE, AND MECHANICALLY
RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE
MAINTAINED AT THE CROSSING.
WHERE THERE IS NO ALTERNATIVE TO SEWER PIPES CROSSING OVER THE
WATER MAIN, THE CRITERIA FOR MINIMUM SEPARATION OF 18 INCHES
BElWEEN LINES AND 10 FEET BETWEEN JOlTS SHALL BE REQUIRED.
ALL CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS
AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF
CROSSING (PIPES CENTERED ON THE CROSSING).
WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE, THE NEW PIPE
SHALL BE CONSTRUCTED OF DIP AND THE CROSSING SHALL BE ARRANGED
TO MEET THE REQUIREMENTS ABOVE.
2. A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN
ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER
POSSIBLE.
IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL
SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR
ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER
OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER
MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES
IN PARELLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF
DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP
(IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE
OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER.
JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE
FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS).
3. ALL DIP SHALL BE CLASS 50 OR HIGHER. ADEQUATE PROTECTIVE
MEASURES AGAINST CORROSION SHALL BE USED.
SUBGRADE: THE SUBGRADE SHALL BE IN PLACE SANDS COMPACTED TO 98% IN
ACCORDANCE WITH MSHTO T -180, 12" MINIMUM THICKNESS, MIN. 40 LBR.
BASE COURSE: MINIMUM 6" COMPACTED TO MIN. 100% IN ACCORDANCE WITH
MSHTO T -180 WITH TWO APPLICATION AND PRIMED.
ASPHALTIC CONCRETE: THE SURFACE COURSE SHALL BE TYPE S-1 ASPHALTIC
CONCRETE, 1-3/4" THICK.
CURB: THE 'iYPE D" CURB SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CITY OF CLEARWATER STANDARDS.
3. STORM DRAINAGE
GENERAL: UPON COMPLETION, ALL CULVERTS ARE TO BE AT GRADE, UNIFORM
ALIGNMENT, FREE OF DEBRIS AND CLEAN.
CULVERT PIPE: PIPE FOR CULVERTS SHALL BE REINFORCED CONCRETE ALL
PIPE SHALL BE CLASS III, UNLESS OTHERWISE SPECIFIED ON THE PLANS. ALL
LIFTING HOLES ARE TO BE MORTARED CLOSED BEFORE BACKFILLING.
INLETS AND MANHOLES: DRAINAGE STRUCTURES SHALL BE CONSTRUCTED OF
REINFORCED CONCRETE COMPLETE WITH FRAME AND COVERS.
4. REPORT OF SUBSURFACE CONDITIONS
A COPY OF THE SOILS INVESTIGATIONS REPORT (PERFORMED BY BTL ENGINEERING
SERVICE, INC. IS AVAILABLE FROM H.T. MAl, INC., TELEPHONE NUMBER (813) 969-0600.
THE ENGINEER DISCLAMS ALL RESPONSIBILITY FOR FINDINGS AND INTER-
PRETATIONS EXPRESSED IN THE REPORT BY THE TESTING LABORATORY.
CONTRACTOR SHALL MAKE WHATEVER SUBSURFACE INVESTIGATIONS HE DEEMS
NECESSARY TO SATISFY HIMSELF AS TO THE ACTUAL FIELD CONDITIONS.
5. TESTING
THE OWNER WILL PAY FOR ALL TEST REQUIRED BY CITY OF CLEARWATER
EXCEPT THOSE PROVING SATISFACTORY OPERATION OF ALL INSTALLED EQUIPMENT,
PRESSURE AND LEAKAGE TEST, AND BACTERIOLOGICAL TESTS, FOR PIPE,
STRUCTURES, AND ASPHALTIC MATERIALS. THE MANUFACTURER'S OR SUPPLIER'S
CERTIFICATE THAT THE MATERIALS MEET THE REQUIREMENTS OF THE OWNER'S REPRE-
SENTATIVE. ANY TESTS WHICH HAVE TO BE MADE BECAUSE OF THE FAILURE OF
INSTALLED MATERIALS TO MEET SPECIFICATIONS SHALL BE PAID FOR BY THE
CONTRACTOR AND COSTS OF ANY SUCH TEST SHALL BE DEDUCTED FROM
PAYMENTS DUE THE CONTRACTOR.
THE OWNER WILL RETAIN A CERTIFIED ENGINEERING TESTING LABORATORY TO
PERFORM ALL MATERIALS TESTING SPECIFIED IN THE TECHNICAL SPECIFICATION
AND AS MAY BE REQUIRED BY THE APPROPRIATE GOVERNMENTAL AGENCY
HAVING JURISDICTION. THE REQUIRED MATERIALS TESTING IS SUMMARIZED
HEREIN ON THE ATTACHED TABLE FOR THE SUBCONTRACTOR TO ENSURE THAT
THE REQUIRED TESTING HAS BEEN MADE PRIOR TO COVERING UP ANY OF THE
WORK.
DATUM CONVERSION
ALL ELEVATIONS REFERENCING THE 1929 NGVD MUST BE CONVERTED TO 1988 NAVD.
TO CONVERT FROM 1929 NGVD TO 1988 NAVD, SUBTRACT 0.84 FROM THE 1929 NGVD ELEVATIONS.
6. SIDEWALKS
SHALL BE CONSTRUCTED, WHERE SHOWN, IN ACCORDANCE WITH CITY OF
CLEARWATER STANDARDS. SIDEWALKS SHALL BE FOUR FEET WIDE AND FOUR INCHES
THICK WITH 6x6/10x10 WWF, UNLESS OTHERWISE SPECIFIED. COMPACTION UNDER
SIDEWALK SHALL BE 96% MAX. DENSITY IN ACCORDANCE WITH MSHTO T99-70.
LAKE/POND EXCAVATION NOTE
OPERATION AND MAINTENANCE
INSTRUCTIONS AND GUIDELINES
NO EXCAVATION SHALL EXTEND BELOW THE PERMITIED DESIGN DEPTHS/ELEVATIONS SHOWN ON THE DRAWINGS
UNLESS ADDITIONAL TESTING SUPPORTS OTHERWISE; AND NO LOWER SEMI-CONFINING UNIT CLAYEY SOIL '
MATERIAL AND/OR NO LIMESTONE MATERIALS SHALL BE EXCAVATED, REGARDLESS IF THESE MATERALS ARE
ENCOUNTERED WITHIN THE PERMITIED EXCAVATION DEPTHS/ELEVATIONS. IF ANY LOWER SEMI-CONFORMING UNIT
CLAYEY SOIL MATERIALS RO LIMESTONE MATERIALS ARE ENCOUNTERED ABOVE THE PERMITIED
DEPTHS/ELEVATIONS, THEN EXCAVATION OPERATIONS SHALL CEASE IN THE GENERAL AREA. EPC MUST BE
CONTACTED PRIOR TO ANY EXCAVATION OF CLAYS.
1. THE OWNER SHALL CHECK WEIR (AND/OR ORIFICE) IN ALL CONTROL STRUCTURES
PERIODICALLY TO ASSURE THAT THEY ARE FREE FROM DEBRIS WHICH MAY HAVE EFFECT
ON THEIR HYDRAULIC FUNCTION. ANY DAMAGES OR CLOGGING NEED TO BE REPAIRED
AND/OR CLEANED IMMEDIATELY.
2. THE REMOVAL OF NATIVE VEGETATION (INCLUDING CATTAILS) IS PROHIBITED WITHIN THE
WET DETENTION POND. REMOVAL INCLUDES DREDGING. THE APPLICATION OF HERBICDE,
INTRODUCTION OF GRASS CARP AND CUTTING. THE PROPERlY OWNER AND/OR
OPERATION/MAINTENANCE ENTllY SHALL NOT REMOVE NATIVE VEGETATION THAT BECOMES
ESTABLISHED WITHIN THE WET DETENTION POND.
3. THE OWNER AND/OR OPERATION/MAINTENANCE ENTllY SHALL NOT CONSTRUCT OR MAINTAIN
ANY BUILDING OR STRUCTURE OR UNDERTAKE OR PERFORM ANY ACTIVllY IN THE WETLANDS
BUFFER AREAS, DRAINAGE EASEMENTS AND CONSERVATION AREAS. '
4. THE POND BANKS SHOULD BE REGULARLY MOWED, WITH GRASS CLIPPINGS REMOVE FROM
THE POND, AND NOTE THAT ANY ERODED BANKS SHOULD BE REPAIRED AND RESODDED TO
MAINTAIN THE CORRECT VOLUME.
5. PICK UP GRASS CLIPPINGS AFTER CUTTING. MOW FREQUENTLY ENOUGH TO PREVENT THATCH
BUILDUP. LIMIT FERTILIZER USE AROUND THE RETENTION POND AND DO NOT FERTILIZE GRASS
IN THE POND AREA.
6. RESOD DISTURBED SIDE SLOPE AND ANY AREAS WHERE GRASS OR SOD HAS BEEN
REMOVED OR ERODED.
7. ALL STORM WATER PIPES, INLETS, CATCH BASINS, MANHOLES, FLUMES, POND INFLOW
AND OUTFALL STRUCTURES, INCLUDING OIL SKIMMERS AND DISCHARGE PIPES, SHOULD
BE INPECTED ON REGULAR BASIS (MONTHLY OR QUARTERLY) AND AFTER SEVERE
RAINFALLS. THEY SHOULDER BE MAINTAINED TO OPERATE AS DESIGNED BY REMOVING
BUILT UP DEBRIS AND VEGETATION FROM INLETS, OUTLETS, CULVERTS. REPAIR
DETERIORATION STRUCTURES.
8. NOTE THE CHEMICAL, OILS, GREASES, OR SIMILAR WASTES ARE NOT TO BE DISPOSED
OF DIRECTLY OR THROUGH STORM SEWERS TO THE STORMWATER FACILllY. TREATMENT
PONDS ARE DESIGNED TO REMOVE NORMAL ROAD, PARKING LOT, ROOF, AND YARD
RUNOFF ONLY.
9. NO ALTERATION OF ANY PART OF THE STORMWATER FACILITIES IS PERMITTED WITHOUT
PRIOR APPROVAL FORM ALL APPLICABLE GOVERNING AGENCIES.
10. IT IS USUALLY MORE COST EFFECTIVE TO MONITOR AND PERFORM ROUTINE MAINTENANCE
ON SURFACE WATER MANAGEMENT SYSTEM THAN TO LET IT FAIL AND THEN HAVE TO
RECONSTRUCT THE ENTIRE SYSTEM.
PROJECT
LEHIGH HUNT PROPERTY
OBERLIN/VARSITY DRIVE
CLEARWA TER, FLORIDA 33527
SECTION 07-29S-/6E, PINELLAS COUNTY
JOB NUMBER
SHEET
Civil, Water Resources & Environmental Engineering
D 14031 N. Dale Mabry Highway, Tampa, Florida 33618
fTD@", Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
100-04-044
2
DATE
OF
OCT. 11, 2004
10
GENERAL NOTES AND LEGEND
LOT 25
P.O.C,
N. W. CORNER OF lHE
S.E. 1/4 OF SEC, 7-29-16
HILLCREST ESTATES FIRST ADDITION P ARTlAL REPLA T
P.B. 77, PAGE 95
DES.
H.T.M.
D.M.N.
H.T.M.
H.T.M.
DRFT.
CHKD.
APPD.
UNPLA TTED
LOT 47
LOT 33
6' UlUTY EMBDT
70S U1UTY EASEllEHT
!j U1UTY EASaIOO
LOT 46
x
.v~
UNPLA TTED
ALIGATOR CREEK
S89"59'16"E
26' 14'
d;<
J50 ..(
~
{P--b
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1 .
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6'. ~20N8T07' 41 "E{t
25
~7
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..
-2' (EL 22.1)
~4-
FlELD ClOSURE UNE
i(~
X
36'
J3P
~
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~~
X
~
~.
X
.228 1?::l90
11' 5"226 5 8
22499 16,[1J 7'
5'225 TII 2JO
'/}I ~
~,254 8' 251
o 10' ,l.0:n 0
dJ 253 'J5T
7~
314
36'
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13'
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~
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X
240
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34,309
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2560
COLLEGE HILL ESTATE SUBDIVISION
P.B. 64, PAGE 44
+
~..{;~ '/}I~
~. X
+
~~~~
NOT VAUD FOR CONSTRUCTION
UNLESS SIGNED IN THIS BOX
DATE
2~~4
'/}I.
~(i 7'
4' IIlf
, " 5-
1.25'[ +
"1;-" "I;-~~~
VARSITY DRIVE
SAN. MANHOlI
All a. = JO.57'
IMRT (J' S1RUC1IR: a. = 19.62'
15' PIPES !nl1H .t fAST
LOT 34
~
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o
COLLEGE HILL ESTATE SUBDIVISION
P.B. 64, PAGE 44
REVISION
~
X
~
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324
36'
o
10'rfl
g' If 12'352
... 353
354 353
20'
~3
32'
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2O'o:J15'
330
331
15'0
X
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17' (22,1)
42,362
o
45.46'
325 ~~
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338
40'0 k~
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TL SOIL TEST
I (22.2)
316
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1 317
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24'0
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X
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22' ~
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~ (22,6)
~~ ~ ~4
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(O/A)
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. '" . ...
P.O.B,
N.E. COR. LOT 45 (P.O.B.)
NOS38'27"
8.1 1'R
:$>
~
X
~
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25
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~
x
~~89"52'25"W
S89'53'31"E
~x
~~
366.86'R
LOT 45
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~.
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~~
X
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X
~~
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X
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UNPLA TTED
COLLEGE HILL ESTATE SUBDIVISION
P.B. 64, PAGE 44
3=
.
N
10
in
N
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!oJ
.
l"-
N
Co
!'"
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NOT INCLUDED
86027'46 '1t2.45'
~
BY
CUENT
-- --------~--~~--~l
i
~
SEC. 7, TWN.
PINELLAS
LEGAL DESCRIPTION:
29 S,
COU N TY,
RNG. 16 E.
FLORIDA
A PART OF THE NORTHWEST ONE-QUARTER OF THE SOUTHEAST
ONE-QUARTER OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA: BEING FURTHER DESCRIBED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER OF
SAID SECTION 7, RUN THENCE S89'59'16"E, ALONG THE EAST-WEST
ONE-HALF SECTION LINE, 8.12 FEET FOR THE POINT OF BEGINNING:
THENCE CONTINUE S89"59'16"E, ALONG THE EAST-WEST ONE-HALF
SECTION LINE, 497.39 FEET; THENCE SOO"00'44"W, 600.00 FEET; THENCE
N89"59'16"W, 502.95 FEET; THENCE NOO"32'35"E, 600.03 FEET TO THE
POINT OF BEGINNING.
;---.
~
>bx
PART OF THE NORTHWEST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 7,
TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA,
FURTHER DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF
THE SOUTHEAST 1/4 OF SAID SECTION 7, RUN S89"59'16"E, ALONG THE
EAST-WEST ONE-HALF SECTION LINE, 8.12 FEET; THENCE SOO%32'35"W,
600.03 FEET; THENCE S89"59'16"E, 211.60 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE S 89"59'16"E, 291.35 FEET; THENCE
SOO"00'44"W, 71.62 FEET, THENCE S89"53'31"E, 165.52 FEET; THENCE
SOO"48'51"W, 461.96 FEET, THENCE N89"47'45"W, 484.16 FEET; THENCE
N03"38'27"E, 533.26 FEET TO THE POINT OF BEGINNING.
LESS
AND
~~
'-"
0:::
C'l
co
r-
I"--
co
.- x
~
d
a..
o
f-
~
in
~~
~
~
~
A PARCEL OF LAND IN THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP
29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED AS
FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT 45, COLLEGE
HILL EST A TE5 SUBDIVISION, AS RECORDED IN PLAT BOOK 64, PAGE 44,
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: THENCE
N03"38'27"E, ALONG THE EAST LINE OF SAID SUBDIVISION, 8.11 FEET TO
THE POINT OF BEGINNING; THENCE CONTINUE NOS38'27"E, 52.00 FEET
TO THE NORTHEAST CORNER OF VARSITY DRIVE; THENCE S 89"59'16"E,
90.32 FEET; THENCE SOO'25'52"E, 71.28 FEET; THENCE S89"53'31"E,
366.86 FEET; THENCE SOO"48'51 lOW, 461.96 FEET; THENCE N89"47' 45"W,
485.01 FEET; THENCE NOS38'27"E, ALONG THE EAST LINE OF SAID
COLLEGE HILL ESTATES AND ITS SOUTHERLY EXTENSION, A DISTANCE OF
363.61 FEET; THENCE S86027' 46"E, 42.45 FEET; THENCE NOO"25'52"W,
120.00 FEET; THENCE N89"57'06"W, 34.00 FEET TO THE POINT OF
BEGINNING.
CONTAINING 314561.93 SQ. FT. OR 7.221 ACRES M.O.L.
...>
.9
1"=40'
GRAPHIC SCALE
40
80
^~
'1".
FIRM ZONE:
THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONES C, B & A4
(B.F.E. = 26), IN ACCORDANCE WITH THE FIRM MAP OF PINELLAS
COUNTY, COMMUNITY PANEL NO. 125139-0126-C, MAP REVISED JUNE 1,
1983.
PREP ARED FOR: TOM HEIRONIMUS
::!:
Co
~
Iri
IX)
It)
X
~
b
o
10
L_~__" ___~____________~_n____' "._ ~_ _ __
SURVEY ABBREVIATIONS
3f
":.t
"<t-
o
o
o
o
(/)
-v~ UNPLATTED
PRCI' " PIllHRlY
PSII " PlKHSSdlAl. SlIMVlR .t IIAPI'Bl
PT .. P(JIT (J' TMCl9lCY
PW'T " PA\9fJfT
HAD = RAmUS
R = REcall)
REf = REFERENCE
RES " RElDIlCE
III = RADAL IN:
IllS = RElJSIERED lAIIl SUIMlIIl
RIll = RaNI
RNG = RANGE
RRS = RAI. ROo\D HE
R/W = RICJIT-(F-WAY
SQl = SET lXIlCRElE IQlUIIEIIT
S/E .. 5alEBID DlCl.O!UlE
SEe .. SEC1DI
SET NaIl "' SET IIAl A/I) IJ9( RlSf 2512
SIR " SET IROlIllll RlSf 2512
so = SWARE
SRF = SPUT RAI. FBn
SR .. STAlE ROAD
SlY = S'RIIY
SIIIl "' SlID\lSOI
S/W .. SIDAlJ(
18 .. ..,. IlAR
111I " 'IDI'aWlY IlENCH IINlIC
1C = lIP (J' aJII
1lIl = lIP (J' IlAII<
105 .. 1tl: (J' s.lI'E
1RAIlS " lRAHSFlIlIIll
111' = 1ll'IlSIF
1lP = 1"tI'ICAI.
UG = IJIIlBlQIOOIII
U1l .. U1UTY
11) .. lOCI)
.. " lOCI) FBn
.. = IIlOOQfT IIQI FBn
lIT .. 1I1NESS
IIlf = lIlE FBn
WY .. IAlBl VM.~
LEGEND
FPP =- mJII) PIICIID PfE
F1II " fJWI:
FZI. .. A.lJlI) llIE IN:
GAR .. GARAGE
G/E = lUSS EMl10SIJlE
H1f .. HOG lIlE FBn
1M. .. ItQt IAlBllN:
IN " IIMRT
IB .. lAIIl Sl.IMlIlG IlISNSS
I.fE .. l.OIfST R.OlII ElfV
U9I = IDlEST HlRZlIfTAL !U'PlIllIlG IDIIR
IS = lNIl SIJMYlIl
II = IIEA5UlED
lIAS = IIASQIlY
lIS = II1ERED EJI) SEClDl
1It=1IAIIlllE
IIt1l. " IENIItQt WAlBl IN:
1& .. IENI SEA lE\8.
NIB = NAI. A/I) Im1LE eN'
NaIl .. NAI. A/I) IJ9(
N.tT = IIAl All> TAB
NGW .. NAlDW. cmlE1K: \01lCM. DAl\II
NO .. IUIIR
O/A .. CMRAU.
0IfI = lMIHAD IR(S)
III = (fflQAL RElDI)S
O/S '" (ffSEJ
P .. PlAT
PB = PlAT IIO(J(
PC = P(JIT (J' QJM
Pee = P(JIT (J' ClIfWIl Qfi
Pa' " I'BIINDT cnmn PONT
PC = PNE.
PI( = PARKER KALlIl
Pl = PIllI'Ol1Y IN:
PIll .. P(JIT (J' IElIMIG
POC = P(JIT (J' CCIIfJICDIHT
Pa. = P(JIT 1II1N:
pp .. POllER PllE
PRe = PONT (J' AE\OSE aJlVAlIJR[
PAIl .. I'BIINDT REFERENCE IDUINT
A .. ARC IDIG1H
A/C = Mt ClID110D
If .. M.IIItUI FBn
ALIII .. M.IIItUI
ASPH " ASPHM.T
If[ = IW( A.lJlI) ElfVA1IlJl
IlDG '" UDIIG
IlJC .. IlOQ(
III = IlENCH I/ARI(
III)Y " IlllJII)ARY
IlRG = IDAIIG
.. .. IlARIID lIlE FBn
C .. CAU1IAlBl
C8 .. QQD IDAIIG
CBS = CXJm1E IlOQ( S1RUC1IR:
QI) .. CHlRl
a. .. COOBUE
OJ .. CIIAIIlJI( FBn
Q.OS = C1.OSlIlE
<Xl. = awl!
CllNC .. CXJm1E
aI '" CQIIlY ROAD
CIS .. CXJm1E 9.AB
lXJl = ClIIIJl
oov = ClMRED #Iv.
D=IHD
DOT " IIPAlmIHT (J' 'IIlAH!I'lIlTA1IlJl
IRlG .. lIRAIlAGE
D/W .. lIlI'OAY
El. III ElfV " ElfVA 1IlJl
Ell' " EDC:E (J' PA\9fJfT
EDI " EDC:E (J' lAtER
E!iItT .. EASEIDT
FtII = FONllXllCRElE IDUINT
f[S = fURfD EIIl SEClDl
fJl = FONlIROl PfE
FIl " FONlIROl Ral
R. .. FtOIIN:
FlD " FElD
fill = FONl
FlJl " FONllHll PfE
FPC = FURlA POllER calP.
o - OAK TREE
{::,. - PALM TREE
o - CHERRY LORAL TREE
. - JACARANDA TREE
... - CAMPHOR TREE
. - MAPLE TREE
[:] - WILLOW TREE
8 - CHINA BERRY TREE
o - PINE TREE
III - TELEPHONE PEDESTAL
~ - WELL
)C - TREE TO BE REMOVED
X
~~
X
,"
~.
11'
oe>
~.
- ABBREVlATlCl4S MAY ALSO BE CCl4CAID4ATED AS REWIRED.
- OlliER COLtMCl4LY RECOGNIZED AND/OR ACCEPTED ABBRE\1ATlCl4S ARE AlSO UTlUZED BUT NOT SPEaRED HERECl4.
GENERAL NOTES
X
-$I
oil>'
1. UNLESS OlliERVI1SE STATED, lHE PROPERTY DESCRIPTICl4 SHOWN HERECl4 WAS PRO\1DED BY 1HE ClJENT, OR ClJEN1'S
DESIGNATED AGENT.
2. UNDERGROUND IMPRO'BtENTS, INCLUDING BUT NOT UUITED TO BUILDING FOUNDATICl4S, HAVE NOT BEEN LOCATED
EXCEPT AS SHOWN HERECl4.
3. INACCESSIBLE ABO\{ GROUND IUPRO\fllENTS (E.G. BUILDING OVERHANGS, lHOSE W1lHIN SECURED AREAS, ETC.), HA\{
NOT BEEN LOCATED EXCEPT AS SHOWN HERE~.
4. UNLESS OlliERWlSf STATED, THIS SURVEY WAS PREPARED WllHOUT lHE BENfflT OF A TInE SEARCH AND MAY BE
SUB.ECT TO AODI11~AL EASEMENTS, RlGHT-OF-WAys' AND OlliER MATTERS OF RECORD.
5. lHERE ARE NO \1S1BLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON.
6. BECAUSE OF lHE POSSIBIUTY OF MO\{MENT OF lHE M~UMENTA1ION FROM ITS ORIGINAL PLACEMENT BY PER~S
OlHER lHAN lHE SURVEYOR, IT IS RECOMMENDED lHA T PRIOR TO ANY NEW It.tPRO'BtENTS ON lHE PROPERTY
1HE POSITION OF lHE MCl4UMENTATION BE VER1FIED.
7. UNAU1HORIZED C(Jl(ES AND/OR REPROOUCTI~S \1A ANY MEDIUM OF lHlS DOCUMENT OR ANY PORTIONS lHEREOF
ARE EXPRESS!.. Y PROHlBllED VI1lHOUT lHE SIGNING SURVEYOO'S YlRITlEN CCl4SENT.
8. BASIS OF BEARINGS IS PLAT, UNLESS OlHERWlSE SHOWN OR STATED.
9. All BUILDING TIES, PROPERTY MARKER LOCA TIoo; AND OlHER SITE IMPRO'BtENT LOCATIONS SHOWN HEREON ARE
MEASURED PERPENDICULAR TO ADJACENT BOONOARY UNES, UNLESS OlHERWlSE STATED.
10, flOOO ZONE DESIGNATION AND/OR flOOO ZONE UNES (IF ANY) SHOWN HEREON HAVE BEEN SCAlED FR()I,IlH[
REFERENCED MAP AND ARE APPROXlMA 1E. lHE 1RUE flOOO ZONE UNES MUST BE DETERMINED BY AN ENGINEER.
11. 'IliIS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP.
12. lHERE MAY BE ADDITIONAl RESTRICTIONS, EASEMENTS OR OlHER MATTERS OF RECORD lHAT ARE NOT SHOWN
HEREON 'IliAT MAY BE FOUND IN lHE PUBUC RECORDS OF lHlS COUNTY.
13, lHlS PARCEl.. IS INQUDED AS PART OF lHE SECOND PARAGRAPH OF lHE LEGAL DESCRIPTION PROVIDED, AND IS
NOT "lESSED OUT" AS PART OF lHE lHlRD PARAGRAPH, lHEREFORE IT IS INQUDED IN lHlS LEGAl DESCRIPTION.
HOYl{VER, lHlS APPEARS TO BE A DEFECT IN lHE DESCRIPTION AND lHEREFORE WAS NOT INQUDED AS PART OF
lHlS SURVEY. lHE lRUE O~ERSH1P OF lHlS PARCEl.. MAY NEED TO BE VERlRED lHROUGH A TInE SEARCH.
S89053' 31"E
165.52'R
en
X
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3=
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PROJECT
LEHIGH HUNT PROPERTY
OBERLIN/VARSITY DRIVE
CLEARWA TER. FLORIDA 33527
SECTION 07-29S-16E, PINELLAS COUNTY
OF
JOB NUMBER
SHffi
THOMAS HEIRONIMUS
631 POINTSETTIA
BELLEAIR, FLORIDA 33759
Civil, Water Resources & Environmental Engineering
14031 N. Dale Mabry Highway, Tampa, Florida 33618
Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
EXISTING CONDITIONS (SURVEY)
SEPT. 26, 2004
5
1 00-04-044
3
DATE
P.O.C.
N.W. CORNER OF lHE
S.E. 1/4 OF SEC, 7-29-16
9'57'08"[
8,12'
-"
-----------
--
--
l
UNPLA TTED
ALIGATOR CREEK
S89"59'16"E
RNG. 16 E.
FLORIDA
LEGAL DESCRIPTION:
SEC. 7, TWN. 29 S,
PINELLAS COUNTY,
------- -------
A PART OF THE NORTHWEST ONE-QUARTER OF THE SOUTHEAST
ONE-QUARTER OF SECTION 7, TOWNSHIP 29 SOUTH, RANGE 16 EAST,
PINELLAS COUNTY, FLORIDA: BEING FURTHER DESCRIBED AS FOLLOWS:
FROM THE NORTHWEST CORNER OF THE SOUTHEAST ONE-QUARTER OF
SAID SECTION 7, RUN THENCE S89059'16"E, ALONG THE EAST-WEST
ONE-HALF SECTION LINE, 8.12 FEET FOR THE POINT OF BEGINNING:
THENCE CONTINUE S89.59'16"E, ALONG THE EAST-WEST ONE-HALF
SECTION LINE, 497.39 FEET; THENCE SOO"OO' 44"W, 600.00 FEET; THENCE
N89"59'16"W, 502.95 FEET; THENCE NOO"32'35"E, 600.03 FEET TO THE
POINT OF BEGINNING.
AND
5/8" FlR
LB16357
N8T07' 41 "E
--- )
FlELD CLOSURE liNE
------------------------------------------
498,63'M _ _ - - - - -
--- ~r------------------------------_____
'"
,/
"
"
"
-'
STORMWATER RETENTION AREA
TOB 27.8 BOT-22.8
PART OF THE NORTHWEST 1/2 OF THE SOUTHEAST 1/4 OF SECTION 7,
TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA,
FURTHER DESCRIBED AS FOLLOWS: FROM THE NORTHWEST CORNER OF
THE SOUTHEAST 1/4 OF SAID SECTION 7, RUN S89"59'16"E, ALONG THE
EAST-WEST ONE-HALF SECTION LINE, 8.12 FEET; THENCE SOO%32'35"W,
600.03 FEET; THENCE S89"59'16"E, 211.60 FEET TO THE POINT OF
BEGINNING; THENCE CONTINUE S 89059'16"E, 291.35 FEET; THENCE
SOooOO'44"W, 71.62 FEET, THENCE S89053'31"E, 165.52 FEET; THENCE
SOo048'51"W, 461.96 FEET, THENCE N89"47' 45"W, 484.16 FEET; THENCE
N03038'27"E, 533.26 FEET TO THE POINT OF BEGINNING.
LESS
r--..
<(
..........
o
'-"
"-,.-"-,.-"-'/'-
r - -85:-09'- - -I! 1
I '
I .
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I '
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o I L--~OO :
o I F.F. 29.001
o I CD 1 . I
ro I L-E~
I 1 0,
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I I I
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"~.._,._.,-"_.,-"-,._.,-"
-----------t---~
I I
1
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1 81
I 0:
I ro I
1
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- - - - ~ J-5~~ - - - _.J
-"-'-'-"-"-'I'-"-"-"-"-'-~
' , - . , - . , - , , - '150.'00' : r - - -ga..oo- - I
-----T----- :, i
I r"-'-"-":..J I IF.F. 29.001 I
I ~:B~-J 18
'. I 1'----10
I, -~--~ : ro
II[) I I 1
....;... - --L---+35-.00~---- -.1 :
-"-"-"-,-,._.,_.,-,-"~
1-31~61~93-SQ.-FT~--~ '
~__~.221 ACRES :. 1
1'.00 I I I I 00 1
F.F. 29.50
:0 I CDla'
I ro I I ro 1
1 I i
I I
L - - - +3e-.OO~ - - - - _.J 1
r----------I
L BUILDING SETBACK LINES:
5' SIDE, 15' REAR,
25' FRONT, (TYPICAL): 81
~ IF.F. 29.801 I g 1
L--..;...
TYPICAL 20' D /W __..., I
1 I
- - - - -1 J-5~~ - - - ....J- - - :-
"~._,---"-"_.,-"-"~
r-----------I----
I I 1
I 1 .
I ,--::-+
o I I 8:
~ I ~ I gl
ro I I ) I I
I I :
I F.F, 30.501
I I I
,. ~ ~ ~ ~ ~ ~~~~ ~ =~ ~,-" ~
-----------1
I I
I I
I .
I 81
I 0
rol
L--.-:-
I I
1
- - - - -1 ~~~ - - - ....J- - - -I-
. -.. -.. -.. -.. -" -.. -..-.. -..---,
-----------I---L
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I F.F. 29.501
15' WIDE DRAINAGE
EASEMENT
LOT 25
HIl..l..CREST EST A TES FIRST ADDITION P ARTlAL REPLA T
P.B, 77, PAGE 95
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. . . . . .
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--------- ,------.-----T----------,
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, COLLEGE HILL ESTATE SUBDIVISION I 0
o
P.B. 64, PAGE 44 I 0
I ro
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IF.F. 31.001
LOT 48
LOT 47
LOT 46
I
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I F.F. 31.501
..-L
4X4" F M
)
\
V ARSI TY DRI VE
60' OF PLAID RIGHT-Of-WAY; ASPHALT ROAD
I T I /I I
I LOT 33 I LOT 34 I ~I
I I COLLEGE HILL ESTATE SUBDIVISION I ~I
P.B. 64, PAGE 44
--1
I 0::::: .
I ..~ ~I
DATE
REVISION
BY
NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BOX
DES. H.T.M.
DRFT. D.M.N.
CHKD. H.T.M.
APPD. H.T.M.
S89'59'16"[
I
I
I
LOT 45
CLIENT
A PARCEL OF LAND IN THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP
29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, DESCRIBED AS
FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF LOT 45, COLLEGE
HILL ESTATES SUBDIVISION, AS RECORDED IN PLAT BOOK 64, PAGE 44,
OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA: THENCE
N03038'27"E, ALONG THE EAST LINE OF SAID SUBDIVISION, 8,11 FEET TO
THE POINT OF BEGINNING; THENCE CONTINUE NOS38'27"E, 52.00 FEET
TO THE NORTHEAST CORNER OF VARSITY DRIVE; THENCE S 89059'16"E,
90.32 FEET; THENCE SOo025'52"E, 71.28 FEET; THENCE S89053'31"E,
366.86 FEET; THENCE SOO"48'51"W, 461.96 FEET; THENCE N89"47' 45"W,
485.01 FEET; THENCE NOS38'27"E, ALONG THE EAST LINE OF SAID
COLLEGE HILL ESTATES AND ITS SOUTHERLY EXTENSION, A DISTANCE OF
363.61 FEET; THENCE S86"27' 46"E, 42.45 FEET; THENCE NOo025'52"W,
120.00 FEET; THENCE N89"57'06"W, 34.00 FEET TO THE POINT OF
BEGINNING.
CONTAINING 314561.93 SQ. FT. OR 7.221 ACRES M.O.L.
FIRM ZONE:
THE ABOVE DESCRIBED PROPERTY APPEARS TO BE IN ZONES C, B & A4
(B.F.E. = 26), IN ACCORDANCE WITH THE FIRM MAP OF PINELLAS
COUNTY, COMMUNITY PANEL NO. 125139-0126-C, MAP REVISED JUNE 1,
1983.
PREPARED FOR: TOM HEIRONIMUS
0:::
N
to
..-
r---
to
-.J
o
(L
o
f-
100 YEAR FLOODPLAIN COMPENSATION AREA
TO BE DEDICATED TO HOMEOWNER'S ASSOC.
TOB=27.8 MIN BOT =20.0
~
in
I[)
to
I[)
to
~
R:
~
GRAPHIC SCALE
1" =40'
o
40
40
80
2....00'
,-----------1
1 I
I I
10 I I.
'0 I 18
I g I IF.F. 29.801 OJ I g
~--~ I
I I I
I I I I
--: - - -L - - _ +35-.00~ - - - __.J
.-r- .~-~ ~ = ~ ~ ~ ~ = ~ ~ ~ ~ I"---j
I I I 1
I I
+.----, I. I
:8 I 018
10 I I 101
, ro IF.F. 30.50 ~ ro
I 1 I I
, I I
I I I I
L,~~=~~.GQ' ~~~~-.J 1
,-----------1 I
I I I
I 1 1 1
I I. I
18 I ~18
I g I IF.F. 31.001 ~ I g I
~--~ 1
ill I
I I I
+---L--_~.OO~-----.J
.l. -'~ -~ ~ = ~ ~ ~ ~ = ~ ~ ~ ~ I'"
I I I I
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T.- - --, I _ I
:8 I NI8
I I IF.F. 31.501 I 0 I
,g ~ ~
I I I
I I
I I I
L - - - +35-. OO~ - - i12"'1'1~ S8905: '16"[
S89'59'16"E 9032'R 502,91'
. 502.95
I
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UNPLA TTED
SURVEY ABBREVIATIONS
~
':.t
~
o
p
o
o
Vl
A = ARC lENGTH
A/C . AIR COOlKJlal
IF = ALUIIIUI fINCE
ALliI = ALUIIIUI
ASPH = ASPHALT
IH = BASE FLOOO El.EVAl1(Jl
IlDG = IlIJl.DING
IlK = BLOCK
IlIl = IlENQi IlARK
IlNDY = BWNDARY
IIlG = IlEARlNG
Bllf = BARIID WIRE FtHCE
C = CALaJLA lED
al = Qi(R) BEARING
alS = CONal[![ BLOCK SJRUC1\JlE
QlO = CHlIlll
Q. = CENlBUE
Qf = QiAIN IJN( FtHCE
a.os = Q.0SUlE
cot. = Cll.lMI
COlC = CONal[![
CR = CXUllY ROAD
CIS = CONal[![ Sl.AIl
COR = lXIlNER
rov = CO\fRED NIfA
D = IlEID
DOT = W'AR'RlENT (F lRANSPalTAl1(Jl
ORNG = DRAINAGE
D/'tI = IlIa'OAY
a (Jl El.EV = El.EVAlI~
ECP = EM: (F PA\UEHT
EOW = EM: (F WA lER
ESll'T . EASEIIENT
FQl = fOOt<<) CONal[![ IlCHJllDlT
FES = FlARfD END SECl1(Jl
FI' = FlllND IROl PI'E
FIl = FlllND IRQl ROO
FL = flOW Uti:
fU) = FIlD
FND=F'W/D
Fa' = FlXNl CPEN PI'E
FPC = fUJlI)A POrIER calP.
291.35' R
(OiAp89'53'" "E
(O/A)
201.81'
... ABBREVIATIONS UA Y ALSO BE CONCA lENA TED AS REQUIRED.
... OlHER COMMONLY RECOGNIZED AND/OR ACCEPlED ABBREVIATIONS ARE ALSO UllUZED BUT NOT SPECIFlED HEREON.
1. UNLESS OlHERWlSE STAlED, lHE PROPERTY DESCRIPTION SHOWN HEREON WAS PROVIDED BY lHE CUENT, OR C1JENfS
DESIGNA lED AGENT.
2. UNDERGROUND IMPROVEMENTS, INClUDING BUT NOT UMllED TO BUILDING FOUNDAllONS, HAVE NOT BEEN LOCAlED
EXCEPT AS SHOWN HEREON.
3. INACCESSIBLE ABOVE GROUND IMPROVEMENTS (E.G. BUILDING OVERHANGS, lHOSE W1lHIN SECURED AREAS, ETC.), HAVE
NOT BEEN LOCA lED EXCEPT AS SHOWN HEREON.
4. UNLESS OlHERWlSE STAlED, lHlS SURVEY WAS PREPARED W1lHOUT lHE BENEFlT OF A TIllE SEARCH AND MAY BE
SUB.ECT TO ADDITIONAL EASEMENTS, RIGHT-Of-WAYS, AND OlHER MATlERS OF RECORD,
5. lHERE ARE NO VISIBLE ENCROACHMENTS, EXCEPT AS SHOWN HEREON,
6. BECAUSE Of lHE POSSIBIUTY Of MOVEMENT OF lHE MONUMENTATION FROM ITS ORIGINAL PLACEI.lENT BY PERSONS
OlHER 1HAN lHE SURVEYOR, IT IS RECOMMENDED lHAT PRIOR TO ANY NEW IMPROVEMENTS ON lHE PROPERTY
lHE POSITION Of lHE MONUMENTA TION BE VERIFlED.
7. UNAUlHORIZED COPIES AND/OR REPRODUCllONS VIA ANY MEDIUM Of lHlS DOCUMENT OR ANY PORTIONS lHEREOf
ARE EXPRESSLY PROHIBllED W1lHOUT lHE SIGNING SURVEYOR'S \\RITlEN CONSENT,
8. BASIS OF BEARINGS IS PLAT, UNLESS OlHERWlSE SHOWN OR STATED,
9. ALL BUILDING llES, PROPERTY MARKER LOCATIONS AND OlHER SllE IMPROVEMENT LOCAllONS SHOWN HEREON ARE
MEASURED PERPENDICULAR TO ADJACENT BOUNDARY UNES, UNLESS 01HERWlSE STAlED.
10. FLOOD ZONE DESlGNAllON AND/OR FLOOD ZONE UNES (IF ANY) SHOWN HEREON HAVE BEEN SCAlID FROM lHE
REFERENCED MAP AND ARE APPROXIMA lE. lHE lRUE FLOOD ZONE UNES MUST BE DETERMINED BY AN E R.
11. lHlS SURVEY DOES NOT DETERMINE OR IMPLY OWNERSHIP.
12, lHERE MAY BE ADDITIONAL RESlRlCTIONS, EASEMENTS OR OlHER MAnERS OF RECORD lHAT ARE N SHOWN
HEREON 1HAT MAY BE FOUND IN lHE PUBUC RECORDS OF lHlS COUNTY. .
13. lHlS PARCEllS INCLUDED AS PART OF lHE SECOND PARAGRAPH OF lHE LEGAL DESCRIPTION PR DED, AND I? '.. " /
NOT "LESSED ouT" AS PART OF lHE lHlRD PARAGRAPH, lHEREfORE IT IS INCLUDED IN lHlS LEG DESCRIPllON:' . . ~ ri" .
HOWEVER, 1HIS APPEARS TO BE A DEFECT IN lHE DESCRIPllON AND lHEREFORE WAS NOT INCLUD 0 AS PART.~. 9F " ;,~
lHlS SURVEY. lHE lRUE OWNERSHIP Of lHlS PARCEl MAY NEED TO BE VERIFlED lHROUGH A TI SEARCH... '. . \~;\
~ ~\~\\
.P<
N
~
;::::
GENERAL NOTES
COLLEGE HILL ESTATE SUBDIVISION
P.8. 64, PAGE 44
r:::r:::
3038'27"[
52.00'R
~~
N=
I[)~
loo
C"\J/'0
bb
00
VlZ
1/t FlR
366.86'R
5/8" FIR
LB16357
P,O.B.
N.E. COR, LOT 45 (P.O,B.)
NOS38'27"
8.11'R
. . ~9.57.06:W.OO.
165.52'R
N89"52'25"W
S89'53'31"E
201.17'M
S89.53' 31 "[
.. ..
1
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1"6"27.46 '>2. 45.i
UNPLA TTED
NOT INCLUDED
a::
<D
OJ
~
<D
V
~,
.
FPP = FWND PINCHED PIPE
FRII = FRAIIE
f1L = FLOOO zoo: UNE
GAR = GARAGE
G/E = G.ASS ENa.OS\Il[
HWI' . HOG _ fIII~
Hill = tIQl WAlER Uti:
INY = ItMRT
LB = LAND SlJl\{YI/G IlJSNESS
lfE = lO'llEST FlOOR El.EV
UiSII . lO\lEST HlJlIZlIlTAL SlJPPORlING llBIllER
LS = lAND SUMYllR
Il = IlEASlJlED
lIAS = lotASafiY
toES = IlI1ERED END SECTlON
lit = 1lANHW:
IItIll = ION 1100 WA lER Uti:
IB. = ION SEA If\tl.
NaB = NAlI. NIl B01lI.E CN'
NaD = NAIL Nfl DISK
NtT = NAll AND TAB
NGW = NAlIlIlAL GEOOE11C \tJl1ICAl DA1UlI
NO = NUllIlER
O/A = <MRAll
OHW = OVERHEAD lIIlE{s)
(Jl = !mOAL REOOlOS
0/5 = <mET
P = PlAT
PH = PlAT BOO<
PC = paNT (F ClIM
PCC = P<lNT (F lnI'<XMO CUlM
f'a' = PERIIANENT COl1R(l PaNT
PC . PAGE
PI< = PARKER KALlli
Pl = PROPERlY lIlE
Pal = POINT (F IEQIMlG
POC = POINT (F lXItlf}lCE)DT
I'(l = POINT III UNE
pp = POYItR PQ.E
PRe = P<lNT (F RE\f:RS[ CURVA1URE
PRII = PEJlIlN(NT REFERfJl~ II<HJlDT
PRCP = PRCPfRlY
PSII = I'RlHSSI()lAL SlJR\f:tal t IlAPPER
PT = POINT (F TANGENCY
PW'T = PA\BIENT
RAD = RADIUS
R = REOOlO
REF = REfERENCE
RES = RESIDENCE
Rl = RADIAL Uti:
RlS = REQS1ERED LNIl SlJIMYlR
RHO = RON>
RHG = RANGE
RRS = RAIl ROAD SPIKE
R/W = R1G1T-(F-WAY
SCII = SET COlCRElE IllllUllEHT
S/E = SCREENED EHQ.OSlJRE
SEC = SEC1I~
SET NaD = SET NAll AND OISK RlSf 2512
SIR = SET IROl ROO RlSf 2512
SQ = SWARE
SRf = SPUT RAIL fIII~
SR = STAlE ROAD
SlY = STlIlY
SlJB = SUlOI',\SI~
S/'tI = Sl)EWAI.J(
18 = "r BAR
1IlIl = IDI'ORARY IlENQi IlARK
TC = TCP (F CURB
Tal = TCP (F BAN<
TOS = 111: (F SlOPE
lRANS = lRANSFlJlIIER
l'IlP . 'IllYINSHf
TIP = T1PICAI.
UG = lJNIlERQlOUNO
UlIl = UlIUlY
l1fl = l1flDD
WI' = l1flDD FtHCE
WlF = llllOOGIT IROl FENCE
WIT = WllNESS
.. = YIIlE fIII~
W'I = WAlER VAL\{
Civil, Water Resources & Environmental Engineering
14031 N. Dale Mabry Highway, Tampa, Florida 33618
Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
PROJECT LEHIGH HUNT PROPERTY JOB NUMBER SHEET
OBERLIN/VARSITY DRIVE 4
CLEARWA TER, FLORIDA 33527 100-04-044
SECTION 07-29S-16E, PINELLAS COUNTY OF
DATE
PRELIMINARY PLA T ,NOV 11, 2004 10
THOMAS HEIRONIMUS
631 POINTSETTIA
BELLEAIR, FLORIDA 33759
)T 48
DES.
H.T,M.
D.M.N.
H.T.M.
H.T.M.
DRFT.
CHKD,
APPD,
LOT 25
BEGIN
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NOT VALID FOR CONSTRUCTION
UNLESS SIGNED IN THIS BOX
P.O.C.
N.W. CORNER OF THE
S.L 1/4 OF SEC. 7-29-16
UNPLA TTED
ALIGATOR CREEK
{P'h
SEC. 7, TWN.
PINELLAS
RNG. 16 E.
FLORIDA
TOE OF SLOPE PROTECTION
S89.59'16"E
~~
f~
1.0rw.
END WALL CONSTRUCTION
PER DETAIL A-A
TIE WALL INTO Te.,
x
HILLCREST ESTATES FIRST ADDITION PAR TIAL REPLA T
P.B. 77, PAGE 95
-T
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VERTICAL ~TAINING WALL oAX~
STRUCTURAL DESIGN BY OT~RS
><49 .
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IE 3JDCl2,2)
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AINING WALL
SIGN BY OTHERS
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15. PI'ES SOOlH a: EAST
I
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P.B. 64. PAGE 44
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COLLEGE HILL ESTATE SUBDIVISION
P.B. 64, PAGE 44
UNPLA TTED
NOT INCLUDED
DATE
REVISION
BY
CLIENT
Civil, Water Resources & Environmental Engineering
14031 N. Dale Mabry Highway, Tampa, Florida 33618
Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
THOMAS HEIRONIMUS
631 POINTSETTIA
BELLEAIR, FLORIDA 33759
29 S,
COUNTY,
~
~
~
GRAPHIC SCALE
1"=40'
~.-
40
1
80
40
SITE AREA
PROJECT AREA
FLOODPLAIN & CREEK AREA
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING BUILDING
EXISTING OPEN SPACE
PROPOSED ROADWAY
PROPOSED BUILDING & DRIVES
PROPOSED OPEN SPACE
IMPERVIOUS AREA
PERVIOUS AREA
TOTAL NUMBER OF LOTS
PROPOSED LAND USE
SETBACKS FROM PROPERTY LINE
FRONT 25.00'
REAR 15.00'
SIDES - 5.00'
TYPICAL LOT AREA = 9,600 SF
LOTS 6 & 7 = 9,336 SF
DEMOLITION SCHEDULE
NOTES:
ROOT PRUNING AROUND HOUSE CONSTRUCTION
TO BE PERFORMED AT TIME OF HOUSE CONSTRUCTION.
TREE REMOVAL AND OR ROOT PRUNING OF TREES
LOCA TED AT INTERIOR OF PROPOSED lOTS TO BE
TO BE PERFORMED AT THE TIME OF CONSTRUCTION
AND TREE PRESERVATION REQUIREMENTS MAY VARY
BASED ON THE COMPLETED DESIGN FOR THE
INDIVIDUAL RESIDENCES.
LEG END
o - OAK TREE
6. - PALM TREE
o - CHERRY LORAL TREE
. - JACARANDA TREE
A - CAMPHOR TREE
. - MAPLE TREE
[] - WILLOW TREE
8 - CHINA BERRY TREE
o - PINE TREE
IT] - TELEPHONE PEDESTAL
r8I - WELL
)C - TREE TO BE REMOVED
(7.22 AC.)
(4.92 AC.)
(2.3 AC.)
314,562 SQ. FT.
214,315 SQ. FT.
99,970 SQ. FT.
4,224 SQ. FT.
3,209 SQ. FT.
6,945 SQ. FT.
- 300,184 SQ. FT.
14,405 SQ. FT.
55,296 SQ. FT.
=244,888 SQ. FT.
=69,674 SQ. FT. OR 22.2%
=244,888 SQ. FT. OR 77.8% OF SITE
12 SINGLE FAMILY DETACHEK))F SITE
RESIDENTIAL
1. REMOVE EXISTING BUILDINGS AND BARN
2. REMOVE EXISTING WALL AT NORTHEAST
SIDE OF PROPERTY
3. REMOVE EXISTING PAVEMENT AND
CONCRETE SLABS
4. REMOVE EXISTING UTILITY POLES
f
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LEHIGH HUNT PROPERTY
OBERLIN/VARSITY DRIVE
CLEARWA TER, FLORIDA 33527
SECTION 07-29S-16E, PINELLAS COUNTY
PROJECT
JOB NUMBER SHEET
100-04-044 t)
DATE
SITE PLAN
NOVEMBER 11, 2004 10
OF
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4'.
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6" GATE VALVE
FIRE HYDRANT
NOT VAliD FOR CONSTRUCTION
UNLESS SIGNED IN THIS BOX
DATE
REVISION
BY
CUENT
Civil, Water Resources & Environmental Engineering
14031 N. Dale Mabry Highway, Tampa, Florida 33618
Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
PROJECT LEHIGH HUNT PROPERTY JOB NUMBER
SHEET
OBERLIN/VARSITY DRIVE
CLEARWA TER, FLORIDA 33527 100-04-044 6
SECTION 07-29S-16E, PINELLAS COUNTY
DATE OF
UTILITIES OVEMBER 11. 2004 10
DES, H.T.M.
DRFT, D.M.N.
CHKD. H.T,M.
APPD, H.T,M.
THOMAS HEIRONIMUS
631 PO/NTSETTIA
BELLEAIR, FLORIDA 33759
SEC. 7, TWN. 29 S,
PINELLAS COUNTY,
RNG. 16 E.
FLORIDA
~
0::
~
GRAPHIC SCALE 1" =40'
~ Ii ~
40 0 40 80
~
<{l>'
SITE AREA
PROJECT AREA
FLOODPLAIN & CREEK AREA
EXISTING ASPHALT
EXISTING CONCRETE
EXISTING BUILDING
EXISTING OPEN SPACE
PROPOSED ROADWAY
PROPOSED BUILDING & DRIVES
PROPOSED OPEN SPACE
IMPERVIOUS AREA
PERVIOUS AREA
TOTAL NUMBER OF LOTS
PROPOSED LAND USE
SETBACKS FROM PROPERTY LINE
FRONT - 25.00'
REAR 15.00'
SIDES 5.00'
TYPICAL LOT AREA = 9,600 SF
LOTS 6 & 7 = 9,336 SF
DEMOLITION SCHEDULE
NOTES:
ROOT PRUNING AROUND HOUSE CONSTRUCTION
TO BE PERFORMED AT TIME OF HOUSE CONSTRUCTION.
TREE REMOVAL AND OR ROOT PRUNING OF TREES
lOCA TED AT INTERIOR OF PROPOSED lOTS TO BE
TO BE PERFORMED A T THE TIME OF CONSTRUCTION
AND TREE PRESERVATION REQUIREMENTS MAY VARY
BASED ON THE COMPLETED DESIGN FOR THE
INDIVIDUAL RESIDENCES.
LEG END
o - OAK TREE
I:::" - PALM TREE
o - CHERRY LORAL TREE
. - JACARANDA TREE
A - CAMPHOR TREE
. - MAPLE TREE
o - WILLOW TREE
& - CHINA BERRY TREE
o - PINE TREE
ITJ - TELEPHONE PEDESTAL
[gJ - WELL
)( - TREE TO BE REMOVED
(7.22 AC.)
(4.92 AC.)
(2.3 AC.)
- 314,562 SQ. FT.
- 214,315 SQ. FT.
- 99,970 SQ. FT.
- 4,224 SQ. FT.
- 3,209 SQ. FT.
- 6,945 SQ. FT.
- 300,184 SQ. FT.
- 14,405 SQ, FT.
- 55,296 SQ. FT.
=244,888 SQ. FT.
=69,674 SQ. FT. OR 22.2%
=244,888 SQ. FT. OR 77.8% OF SITE
- 12 SINGLE FAMILY DETACHEK1)F SITE
- RESIDENTIAL
1. REMOVE EXISTING BUILDINGS AND BARN
2. REMOVE EXISTING WALL AT NORTHEAST
SIDE OF PROPERTY
3. REMOVE EXISTING PAVEMENT AND
CONCRETE SLABS
4. REMOVE EXISTING UTILITY POLES
I
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631 PO/NTSETTIA
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~######~ EARTHWORK BELOW THE
~ 100 YEAR FLOOD ELEVATION
SCALE
SCALE
1" = 5' VERT.
1"=50' HORIZ.
PROJECT
LEHIGH HUNT PROPERTY
OBERLIN/VARSITY DRIVE
CLEARWA TER, FLORIDA 33527
SECTION 07-29S-/6E, PINELLAS COUNTY
JOB NUMBER SHEET
Civil, Water Resources & Environmental Engineering
14031 N. Dale Mabry Highway, Tampa, Florida 33618
Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
100-04-044
7
DATE
OF
FLOOD PLAIN COMPENSA T/ON SECTIONS
OCTOBER 11. 2004
10
P/L
1 2"
OFFSITE EX.
GRADE VARIES
,,,,,- ""- V />
8' PVC Underdra.ln
(Refer to Pla.ns for
D1a.Meter)
Note.
8l
1. Place Cleanout Every ,~OO' FroM
Inlet
2, All Cleanouts are 6' Only,
3. Cleanout Faces UpstreaM.
NOT VAlID FOR CONSTRUCTION
UNlESS SIGNED IN THIS BOX
DES. H.T.M.
DRFT. D.M.N.
CHKD. H.T.M.
APPD. H.T.M.
15.0'
TOP OF WALL
EL. 27.80
SIDE SLOPE VARIES
SEE PLAN FOR GRADES
1\ t:-
-
-
-1\ ~
-
-
WALL CROSS
~r-
---
---
SECTION A-A
CLEANOUT
. d;,... .d.
~.'.. Go ,'. 18'
.~
.... .. ".
'. ". ".
18'
~~; ~',c<'~
18' Squa.re
Concrete
Pa.d, 8'
Thick
J. UpstreaM
, r 8' X 6' PVC 'Wye (Gasketed)
UNDERDRAIN
CLEANOUT DETAIL
N.T.S.
DATE
REVISION
:3r
---
---
T.O.B. (Minimum) 69.50
BY
~I
~
CUENT
I I io
I f Outfall Pipe
Aluminum Skimmer '-2-1/4" 2 -1/4" 36"
~ -
N - --fH.
~
3' 0" /
Weir ~
0
~
I
lo (Q
f-- I
-:.q.
N - --H-
~
I.---e t 8" 8"
Concrete Pad - 1--. !I--=--
Under Skimmer io
,,,,,- ""- V />
Design High Water Level ~
Top of Bank
6" Freeboard Grate
Water Quantity
Water Quality
Exist Ground
,...-- Skimmer Top Elev
Weir Elev
..
I--- Skimmer Bottom Elev
'\It'
\II"
\1/
J ~-
.~.~.~
- ~?
~ '..'
L~'~'
-~
'\It'
Pond Bottom Elev 22.80
.~_.
.~}~
.....:...
. '.. . tl
"!':.~: fw) ..~
~ ~
-" k Underdrain Inv. 2a3 _ I-
'\. liner Bottom Elev. 19.8
~ ~ 30 Mil ImperviOl.ls Membrane
~ Inv 36- R.C.P.
RETENTION POND SECTION
Not to Scale
THOMAS HEIRONIMUS
631 POINTSETTIA
BELLEAIR, FLORIDA 33759
Weir
Aluminum Skimmer
Pond Bottom
'\It'
Sand Grown Sod
\
\~
'\. 112' Min. Filter
'\. Aggrega te
:Y ~ 6" U.D.
3'-4"
1
12"
,-
(Q
~
-.......
ll)
I (Q
(Q N ~
~ @ -.......
-....... I"')
~ @
~ en
I Q) (
<<t- o en
0 L
I c- o
(/) m 'U
-:.q. ~ N C
N N 0
m
"
24"
4'-4"
TYPE E
PLAN VIEW
Straight Bars 2" x 3/16"
Reticuline Bars 1-1/4" x 3/16"
Bands 1-1/2" x 1/4"
Approx. Weight 215 Lbs.
5-3/4"
4'-4" " r
- 3'-0. 'I~ /1
,
c +- -H- + 2"
1
,
I
.
Eye Bolts Per
FDOT Index 201
5-3/4.~1
r Steel ~
-..h ~rate
T 2" CI.
-~
& NOTES
1. F nsten skiMMer with 4 s tnlnless
steel bolts wi lend nnchors
2. Senl nll edges of sklMMe r n t
contnct points with structure with
wn terproof cnulklng or ,npproved equnl
L ~lo
AI-' '~
8"/ L#4 Bars "'- 6" U.D.
Pad @ 12" Ctrs.
4" Min. Install 6" (Min.)
Gravel Bedding
\
TOP OF BANK = 27.80
TOP OF SKIMMER - 27.50
TOP OF WEIR = 27.20
WEIR CREST = 24.20
WEIR LENGTH = 2FT
BOT. OF SKIMMER = 23.00
UNDERDRAIN I.E. = 20.30
POND BOnOM= 22.80
DHWL= 27.15
,
Lnc
~ Outfall Pipe
36"
CROSS-SECTION
FOOT TYPE E INLET (Modified)
A
t
\
A
t
Meet
Exist GrOl.lnd
B
t
Sand Grown Sod
\//
\//
B
t I
/
6
'1
"utF.ll ~~J.::~;~~~;~~~~Vi:b~19~f~~jl~l; ~1~!II~jl1~1
(MlrQfl 140-N or equal. ~ o~o !~.iO'::'bog
:'00 00 .... ...oo~
o oa,O!::'!"oouoo
Sand Filter Medium {Per Section
902.13 F.D.O. T. Standard Specification
For Road And Bridge Construction.
Uniformity Coefficient 1.5 Or Greater.
Effective Crain Size Of 0.20 To
0. SSmm In Diameter. {lj,pical}
1/2' Min. Filter
Aggregate
SECTION B-B
N.T.S.
I
~
VARIES
I
~
~ Und.rdr.rn
DETENTION POND
SECTION A-A
N.T.S.
f~~ l
Civil, Water Resources & Environmental Engineering
D 14031 N. Dale Mabry Highway, Tampa, Florida 33618
[J1)@a Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
PROJECT
,.A
L' ,-
Sand Filter Medium {Per Section
902.13 F.D.o. T. Standard Specification
For Road And Bridge Construction.
Uniformity Coefficient 1.5 Or Creater.
Effective Grain Size Of 0.20 To
a55mm In Diameter. {lj,pical}
6' P.V.C. Underdrain
A.S.T.M.-3033 Or
As Approved By
City Engineer.
LEHIGH HUNT PROPERTY
OBERLIN/VARSITY DRIVE
CLEARWA TER, FLORIDA 33527
SECTION 07-29S-16E, PINELLAS COUNTY
JOB NUMBER
100-04-044
Brass Cleanout Pl~
8'-1 \
'V '...._1& I...!!.,
I
..
ASTM D3034-SDR 35 6' or r4
......,
"1
\ ~ V Two-6'-1/16 (22~') Street Els
~6'
Low End ~ --Flow II I I
DATE
DRAINAGE DETAILS
OCTOBER 11. 2004
I
'-.,. . ( ,
SHEET
FlA.
P.E. NO.
32625
8
Of
10
I'
l' (d A l
Driv
-
'<t
"-
......
r W'eo.ring
Surfo.ce
xxx
- l' Drop o.t
All Drives
-
'<t
"-
". ...... - /
~//.'.' $$:;:~r:~;
~ ' : . . ~JI'::O Bo.se
~: .'6< . . : : . : 1~'~' -
>'2 ....:... c~.. . ~.'su~;~..
j( . ,~1;e~.. , : : ,
~~~ ,,~,,~~~~~ .
//" /"/... /'>,
MODIFIED CURB NO
o.ring
Surfo.ce
~ 3/4'R
G~ I
~ :Pi-::::~.;::, ",::.: ;,;,:J:~
o ::<<<< ~ :?;:: :::::::: r.. BOose
d" ..'7 '~""''':'':~,,'''''..{>' .4:..:~ .
, / /./ / . ..' .' .' ~ .' ..' .' .' " .'
~~.. 6'" ... '12; . . .. . ' .. -12' ,. . .. .' .' .'
/.'\1. .' ... .' '. ...., C<;>Mpo.cteal.
~., " .' ...... '. :sub.gro.clE?
/... //Y//.Y'&Y~~\<<~~'0,\({'
'''7~>0~
)("
-
(J\
V ALLEY
GUTTER
CURB
1. There sho.ll be 0. 112'
seo.l Joint between
bo.ck
115' r-----!: of curb o.nd drivewo.y.
V- 1-1I2'R 2. Concrete in curbs sho.ll
#3 Bo.r ~ be 3000 psi, with fiber
Cont " . : . . : :'\. 7i Mesh reinforcing.
,I~' ~~::':~:' ::0 rs~:;ng
~::~'"
/~^y~::h :~:'.~~, ~yxX
~ "'" ~3 Bo.r, 10' long,
~~ 6' ~ 36' D.C.
~ ~ BOo
/~. ~ -
I ~ ~O~~o.~t~d : S~b~:~~~. .
I~
PIN / DD~ELLED CURB
31
r- 1-3/4'R
9' I 9'/
~~ r~~:;~~~
:... -::Y:'-:'-P'" . ....t. x
...... / -' .:?;:::::::~ ."""~Rj-
,,"-1 :4::::" '~:l;"4' .::: \D Bo.se
'/ :..' ..,::.:.-:::>. .
. . . . '-
M~O~~~~d ~~;~de "
,;-
),yr.
~
/.
CITY or CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
~~BY
Roll. CIEQIEI) BY
"'.J,s.
APP. ~BY
TYPICAL CURB
CROSS SECTIONS
DAlE
1/92
INDEX NO.
101
2(]f'2
4/8/l12
--
DESCRI'llON
REV.
DAlE
ct
R/W'
I
Finish gro.ale to
o.llow 0.4' Min., 1.0'
Mo.X. fo.ll frOM
property line to
1000CK OT curIO.
MiniMUI''l 36' Behind BOock Of Curb
Dr Edge of po.vel"le~36' I
~lk
~~
&. I
~~ --
Double-Sweep TeB---.- ~
-
F
~ 'V;-
'(:" ~~I<"'"
yo
30'-36' or o.s
Directed by
the City
~/~i ~MOin
SECTION
CITY DW'NED
AND
MAINTAINED
HOMEO\oINER O\olNED
AND MAINTAINED
~. ';';"
6' Service lo. tero.l
ANY VARIANCE MUST HAVE
W'RITTEN APPROVAL OF THE CITY
ENGINEER.
CITY or CLEAR'h'A.TER. FLORIDA
PUBUC WORKS j.OMINISTRATlON
ENGINEERING
STREET LATERAL
DETAIL
2 3/04
&. 7/03
REV. DAlE
~~:-
QiECKED BY
DAlE
10/17/02
~5NO.
1 OF 3
- P..-
....... c.o. Into R/W
DESallPl10N
APP. DESIQED BY
RS.f,
...edl I~
....0
<:~ ~<'>
~<'>
~<'>......
Mecho.nico.l Joint Tee with
COMpression '0' Ring with
bro.nch Co.st into Mo.nhole
Wo.ll
,
~
~ ~
v:: PVC /~ I
~ Pipe I D.l. Pip~ 1 ~f D~tw:~ ~~~VC,
O -~Ulto.lol~:t=j 0- ~ ~ '\. Aclo.pter sho.ll be
'/ / S!ze to III ~ > 5- useOl.
/ / fit Tee. 'II 0 01
IL t.0!::
,> '''~<':::''''>'':'''~i':~''=:~:~! Oto.lnless Steel
I.-.:."'!'.......~.. .,~.., ..". ....4.,..'.. ...( .>
Stro.ps - See Deto.ll
l' x 118'
Sto.intess
Steel StrOop
7
Use 3/8' Red Heo.d
Anchor to o.tto.ch to
","}\'I~ ~Ir'!::l ,"un
STRAP DETAIL
SECTION A-A
NOTES
1. P.V,C. pIpe entry requires Mo.nhole OodD.pter coupling
by Flo Control Inc., or D.pproved wo.ter stop coupling.
CITY OF CLEAR'w'ATER. FLORIDA
ENGINEERING DEPARTMENT
~~~ INSIDE DROP 8~Jf
= DETAIL IHIEX tn
~ SANITARY SEIJER 302
N'P. D.GJl, 3 OF 3
REV . !lATE
IlESCRlPTlIIl
NOT VAUO FOR CONSTRUCTION
UNLESS SIGNED IN THIS BOX
DATE
REVISION
DES.
H.T.M.
D.M.N.
H.T.M.
H.T.M.
ORfT.
CHKD.
APPD.
Q,o.p
~C
t. 01
OlE
.pOI
C >
Old
ua.
V o.ries
.p
4-C
001
E
01 01
0)>
'Od
wn..
Slope 114' per Foot
Asoho.l tic concrete
I
1~:"~::~iJ'
.......\...................................:.......................................-1
\Bo.se course ~ Sto.bilizeal/cOMpo.cted
when required
Q,o.p
~c
t.Q,o
01 E
.pOI
C >
OJ d
ua.
2 AND 3 LANE ROAD
See Index No. 101
subgro.de
.p
4-C
o cu
E
cu cu
OJ>
'Od
wn..
Inside lo.nello.nes Vo.ries Outside lo.ne Vo.rles
Slope 3/8' per Foot
Slope 1/4' per Foot
Aspho.l tic concrete
I
\ ,......~
. '\. . I...~:\l
, " " , , \BOS~ cou;se " " " " ,',' " " ,,',' " " ,,' " " ,',,',' " ,',,' " " ,',' " " " , " "( StOblliZ~d;c~opo~ted subgrode
4 AND 5 LANE ROAD when required
NOTES:
1. Po. veMent 1"10. terio.ls o.nd thickness, o.nd bOose 1"10. te rlo. s
o.nd thickness will be sto. ted in construction alro. In~ s
o.nd scope of the work.
2. See construction dro.wlngs for curb type o.nd lo. ,~
widths.
REV.
DAlE
DESalIPlION
2 Non-Penetro. ting/
Pick Holes
24'
I-L
i ~
T
,.
J'
11.,- 25 3/4' --1 I
I- 29 1/2' ----l
RING - SECTION
\oIeight 85 lbs.
NOTES
1. U.S, Foundry No. 117 Ring Anal Bl Cover, Dr Equo.l.
REV. !lAlE
IIESCRII'1"DI
BY
WENT
THOMAS HEIRONIMUS
631 POINTSETTIA
BELLEAIR, FLORIDA 33759
See Index
No. 101
CITY or CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
~I!N BY DAlE
~ BY TYPICAL STREET SEcnO : NO.
R.c.s. 102
APP. ~ BY 1 Dr 1
\
C 0 C
C 0 C [J C
c::J [I c::J [I c::J [I C
[lc[lc::J[lcl]
Ol]cOc[lO
[lcOcOcO
c[lc[lc[Jc
C 0 C [] C
C [] c::J
SOLID COVER
r 25 112'-1
-.L~
~t
-
(\J
"-
~
SOLID COVER SECTION
\oIelght 120 lbs.
CITY OF CLEAR'JATER. FLORIDA
ENGINEERING DEPARTMENT
~v: ~ SANITARY SEIJER 4~~
MANHOLE COVER IHIEX tn
CAST IRON 3M
APP, u.s.F'oun~ 2 OF 2
FDDT Type S-3 Asph. Conc. pD.tch
to be 2. Min. thickness or MOo tch
existing for thickness In excess
~r E:'
11= Po.tCh:fj1
T +2' (B' Min. I- R~plo.ce BD.se;-!--j
COMpOoctecl I I I
........... ;
F""-/// ///////
:-. ";:'>:::::, :::.:', .:.'. .-:<>: ~..:~ ~:::.':::t:::::~:. ::..~':~\' j.;)"';'~:':';" .~::..::.;
R~plOoceMent 7
bOose MOoterIOoI:/ ~~ Unollsturbeol Exist
shOoll be ~ BOose
Oopproveol by 'J
the Enolneer , 12' Trench 12' 6'-
per City Article - 6 IJloIth
22 VOorles
.~~ Undisturbed Trench
~~~k~~lte~D';- ~ ;:'IClll
T=Thlckness ~
of orlglnOol
BD.se
ResurfOoce full
width of street on
longltudlno.l
/instQUOo tions
If this point
Is withIn 4'
of o.n
4' Min. existIng
Monolithic SIOob Jol~.t. then
3.000 psi I jthe Joint.
Fiber Mesh
~ncre"te
'~"'~i.~st:~~ocr.t'
'~
IJ
Trench
lJidth
VOorles
COMPo.ctecl......i--- ..xX2
BOockflU.-- ~
Z ~
lB'
Min.
18'
Min.
~dlsturbecl Trench Side
T=6' until IJ
exceeols 6'. then
T=B'
ASPHALT STREET AND
DRIVE~AY REPLACEMENT
REQUIRED FOR UTILITY
CONSTRUCTION
CONCRETE REPLACEMENT
REQUIRED FOR UTILITY
CONSTRUCTION
, 4/4/'1D1i12
_.-
_ Shoot 2 of 2
CITY OF CLEARWAlTER. FlORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
STREET AND DRIVEIJAY DAlE
REPLACEMENT FOR ~~~
CONCRETE S. ASP HAL TIC 104
CONCRETE SURFACES 1 Drl
~BY
QlEQ(EJ) BY
G.LB.
llESKlNfJl BY
CJI.H.
See Index No. 301
I~
./'-../-
--
V o.ries ..Ll1
17
l~
,
Cla.y Brick
Ma.sonry
1/2' CeMent
Plo.ster
At TerMino.l
Mo.nhole
t )
t"
I
4
~ ~
,~ I ''\ ~
BOttOM Of
Corbel
,
Brick
'D' , t. - : lB' ~ W
~ 0: 2 ~~
----.,....." 0 ~ :;.;.
~ ~ ~a. '4:~
6'~ V/~~!1~~ ~~ A~ti
I Wh................... . ':::::::: 'lA::;t::;';:~
1~:::::~::::8::::~::::::~:::::::::~::::::: ::I:::~l L....
1:~..4.....""-:'t:........'................~.... ........1 _.t
"'-'G'
SECTION A-A
-
<[
-
~
~ ~
/
-
~
.s::-
.p
- a.
u cu
- r::l
A
~
.9
lL.
-...... ..--
J
>
I
8'
\.
.//
2' Joint I
Pipe Entr\
Typico.l
~
~
'{I
12'
>>..
~
~
./'-../--
PLAN
Squo.re BOttOM
PerMitted
Sho.llow 0'- 4'
Sto.ndo.ral 4.1'- 6'
Deep 6.1'- 10'
Deep 10.1'- 14'
A
2'-6'
3'-6'
3'-6'
3'-6'
B
Crown of drop plp~
sho.ll Mo.tch crown
ofoutfo.ll pipe fo'"
out-fo.ll pipes of 1 '
,or lo.rger,
C
4' Mo.x
6' Mo.x
7' 10'
7' 14'
D
3'-6'
4'
4'
5'
E
24' Mo.x
30' Mo.x
36' Mo.x
36' Mo.x
F
8'
8'
12'
12'
G
#3 o.t 12' E.W'.
#5 o.t 10' E,\oI.
#5 o.t 10' E.W'.
#5 a.t 10' E.\oI.
NOTES,
1. All concrete to be 3000 p.s.l. with fiber Mesh
reinforcIng,
2. P.V.C. pipe entry requires Mo.nhole Qclo.pter
coupling
by no Control Inc.. or o.pproved wD.ter stop
coupling. 3. MD.nholes shD.ll hD.ve 0. wOoter proof
BltuMln~,:"s COll:tln~ ..
on '1:..... "X'I:"rlor R. In'l:prlnr. Knnnprc
bltuMD.stlc blo.ck
solution 300M, or Proco EP-214.
RoY. _
IIESCRII'1"DI
CITY [IF CLEARIJA TER, FLORIDA
ENGINEERING DEPARTMENT
~v: ~ BRICK MAlSONRY 8~Jf
CIECKEII ~ MANHOLE DETAIL INIlEllIII.
Roll. "'.J.s. SANITARY SEIJER 302
N'P. ~ ~ OUTSIDE DROP 1 IF 3
, 4/G/lI2
REV. !lATE
&.
ClEANOUT PLUG
CHARLOTTE Pipe And Foundry
Po.d No. 106 Dr Equo.l
See NOTE For Tro.ffic Beo.rlng Cover.
cooPO\"
'[>I~I
Concrete = 8~ ~ ]~ ~EM=E~DAPTER
Thick x 1'-6' Sq. I ""'- CHARLOTTE Pipe And Foundry
Pll Po.rt No. 101 Or Equo.l
COMPQny
----j
.&.
TW'O-W'AY ClEANOUT
CHARLOTTE Pipe And F ounclry COMpO.
Po.rt No. 448 Dr Equo.l
~~~
-\~
, ~ \ewer la. tero.l
~
CLEANDUT DET AIL
N.T.S.
.&.
NOTE I Cleo.nout Plug Cover To Be
U.S. Foundry 7623 Dr Equo.l.
CITY OF CLEAR'J,A TER, FLORIDA
ENGINEERING DEPARTMENT
i A: ~ STANDARD U~~95
I>.. i ~_ ~ CLEAN [lUT 00IEll III.
a 3/04 - - lJtIIUes R.SF. "".J.$. (SQnltQry) 304
REV. !lATE IIESCRII'1"DI N'P. i~ BY 1 IF 2
PROJECT
Civil, Water Resources & Environmental Engineering
D 14031 N. Dale Mabry Highway, Tampa, Florida 33618
[jfJ@c Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
.&.
ClEANOUT PLUG
CHARLOTTE Pipe And F oundry COMPo.~._
Po.rt No. 106 Or Equo.l \ I I
....."'" ,>)"W' ~ I~ ?i1
Concrete Po.cI 8'
Thick x 1'-6' Sq.
6' or 8'- 1/8 Ben-'
tt
I
-
Sewer Mo.ln J
~
P1
~
See NOTE For Tro.fflc Beo.ring Cover.
'<V_ ''''<",",
&.
FEMALE ADAPTER
CHARLOTTE Pipe And Foundry COl"lpo.ny
Po.rt No. 101 Dr Equo.l
I r Plug
TERMINAL CLEANDUT DETAIL
N.T.S.
.&.
NOTE I Cleo.nout Plug Cover To Be
U.s. Foundry 7623 Dr Equo.l.
lot
2L-J-
IQWM
~
l
Curi:U t
W' 0. ter Mo.i..
I
o
W'a.ter Servi~
<Typ.) ~
SOon,
rlw linEtj
Wl"l
2~f-
NOTEI SANITARY LATERALS TO BE I
W'ITHIN 10' OF CENTER OF lOT ON
DO'WNHILL SIDE OF CENTER OF LOT.
RiM M.H.
lj:, of Street
p
So.nlto.ry
CITY OF CLEAR'w'ATER. FLORIDA
ENGINEERING DEPARTMENT
-;.-: ~ STANDARD U/~~95
I>.. CIECKEII ~ TERMINAL END ~4111.
a 3104 - - ll1Ilties R.SF. "".J,S. CLEAN OUT 3D
REV.!lAlE IIESCRII'1"DI N'P. ~ ~ (SOonltQry) 2 OF 2
lot
lot
f\r/w line
,
, c
0-
......;:e:
o
M.H.
/
~ So.nito.rv lo. tero.l
(Typ.)
f\Sidewo.lk
-{ -10'
I
PLAN VIEW'
\01 0. ter Mo.ln
PROFILE
REV. !lATE
LEHIGH HUNT PROPERTY
OBERLIN/VARSITY DRIVE
CLEARWA TER, FLORIDA 33527
SECTION 07-29S-16E, PINELLAS COUNTY
SEWER DETAILS
Cur~
2' JoInt In pipe entry
"'-Side lot Line
<Typ.)
lot
Mo.ln
~
IIESCRII'1"DI
CITY OF CLEAR'w' A TER, FLORIDA
ENGINEERING DEPARTMENT
""f.V'1.~ SANITARY LATERAL 06~jf/94
ClEKED BY LOCA TmNS lNIEX III.
305
_. API'IlIlIID BY 3 OF 3
G.C.H.
JOB NUMBER
SHEET
100-04.....044
9
DATE
OF
SEPT. 26. 2004
10
SERVICE
CONNECTION
DET AIL
NoTESl
1. VATER MAINS TO BE ON NORTH or EAST SIDE OF R.o.V" APPRoX. 4 FT. BACK OF CURB
UNLESS oTHERVISE AUTHORIZED BY CITY ENGINEER.
2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT LINE ON EITHER SIDE OF LOT (SEE
SHEET NO.3). THESE SERVICES TO BE CONSISTENT VITHIN THE SUBDIVISION. DRIVEVAYS
SHALL NOT BE BUILT OVER METERS.
3. ALL LINES SHALL BE CHLORINATED o.ncl PRESSURE TESTED <TEST FOR ONE HOUR @ 150 P.SJ.)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT, AFTER SUCCESSFUL COMPLETION OF THE
TESTING o.ncl CHLORINA nON, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES.
4. TEN FT. SEPARATION REQUIRED BETVEEN PARALLEL VATER 8c SANITARY SE\lER LINES.
5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC MAINS. SADDLE IS
REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' o.nd LARGER PVC MAINS. LARGEST SERVICE
CONNECTION TO A 4' MAIN IS 1 1/2' o.ncl LARGEST TO ANY MAIN IS 2'.
6. MINIMUM DISTANCE BETW'EEN SERVICE TAPS TO BE NOT LESS THAN 36'.
Threo.ded Corporo.~on Stop
MUELLER H15008
or o.pproved equo.l \
(T o.p 0. t 450 Angle)
So.ddle if Required
See Note 5 --------~ ../'( 7
~ ,~>
So.ddle sho.ll ho. ve doulole ~ :x:
sto.inless steel stro.ps ~ ~ ~
with epoxy coo. ted ~
ductile iron Ioody. "",-
\lo.ter
~ Curio Stop
/ MUELLER H14350 with
~........ COMpression Inlet or
--~
Lock \ling o.n
o.pproved eqL o.l
\
&.
\10. ter Service Tulolng
Drlscopipe 5100 or Endot/Y o.rdley
Blue Jet, SDR 9, 3408 Polyethylene
Mo.i1
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADliIlNISTRATION
ENGINEERING
&. 12122/94 ~A~ SfJlVlI:E
REV. DAlE DESalIP1IDN
REIlftA\IN BY
B.V.D.
GCIl QifCI<ED BY
APP. DESr.lNED BY
DAlE
01/15/92
~or-
1 OF" 3
'wiATER MAIN SERVICE
CONNECTION DETAIL
TYPICAL
HYDRANT
SETTING
n.t.s.
Connecting Piece w/lntegro.lly ~
Co.st Mech. Joint Glo.ncl on ~
one Enol- D.l. Roto. to.lole Mecl<l~ ~
Joint Glo.nol on Other Encl. _____
.....
.....
Fire Hyclro.nt AsseMbly
<Typ.)
ILength Vo.rles
(See Note 1)
V o.l ve o.nol Hyolro.nt Tee
wID.I. Roto. to.lole Mech. JOI~ (
Glo.nol on Plo.ln Encl Bro.nch.
-
....
@ ) .
Mech. Joint
Vo.lve
......
..
lR(
-
J..
JU~
-
~ Vo.ter Mo.ln
NOTES I
1. On Hyolro.nts Requiring Runout
Lo.st Two Joints Must Be Restro.inecl
Per Deto.ll 403 (2 of 2).
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADliIlNISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
PLAN VIEW
REIlftA\iN BY
B.V.D.
CHEa<ED BY
DAlE
01/15/92
~o.
30f'4
REV. DAlE
DESalI'IlDN
APP. DElillNEll BY
G.C,H,
Stop Less Check
MUELLER H14350 with Lock \tIing and
COMpression inlet or approved equal
Threaded Corporation Stop
MUELLER H15008
or approved equal \
( TAP AT 450 ANGLE )
Saddle required on
4' P.V.C. only -- .A J':~
Sad,dle shall have double (~:J,.4
stainless steel straps_,,~^~'~
with epoxy coated ______ _..>V
ductile iron body,
~
....
:.:~:~<
~ Water
Service Tubing
Drlscopipe 5100 or Endot/Yardley
Blue Jet, SDR 9, 3408 Polyethyl~e
'vi 0. ter Main
CHLORINA TION TAP
CITY OF' CLEARWATER. FLORIDA
PUBUC WORKS ADMINISTRATION
ENGINEERING
W 8fl/95 """ SenIat T~ typ
REV. DAlE DESCRIPlIDN
_\IN BY
B.V.D.
!i.C.H. Qlm~
APP. DElillNEll BY
G,C,H.
DAlE
06/25/91
~W-
1 OF" 2
CHLORINATION TAP
NOT VAUD FOR CONSlRUCTION
UNLESS SIGNED IN THIS BOX
DATE
REVISION
BY
DES.
H.T.M.
D.M.N.
H.T.M.
H.T.M.
DRFT.
CHKD.
APPD.
TYPICAL
SECTION
NOTES I
1. 2' PVC CONDUIT TO EXTEND 2' BEHIND BACK OF CURB, BOTH SIDES OF ROADVAY (NOT
REQUIRED ON SERVICE REPLACEMENT>.
2, PVC CONDUIT TO BE MIN. 18' BELoV THE SURF ACE MEASURED FROM TOP OF FACE OF CURB.
3. VATER MAINS TO BE MIN. 30' BELoV GRADE o.nol APPRoX. 4' BACK OF CURB
4. CURB STOP TO BE LOCATED APPRoX. 1 FOOT BACK OF RIGHT-oF-VAY.
5, SERVICE LINE TO BE MIN. 12' o.ncl MAX. 18' BELoV GRADE.
Ql
:~
~
"-
~
Ql
~
>.
d
~
-0
d
o
C!
.:t.
d
~
Ql
<S
(I) - 1'-
-11' -
~
"-
~
- ,2' (Typ.)
-11' I- ~ ~...:.>~
~
'f
';.&....'Y."r I
1l;,;{; ..
.n".'~.;.-;r:
1
30' Min.
I
t
12'-18'
I
1l;'~!4~..:,:'
I
18'rn.
~ Curb Stap
<Typ.>
~
3/4' Polyethylene
Vo. ter Service Tubing
In 2' PVC Conduit
<Typ. 5/8' Meter)
Threo.cle~
Corporo. tlon Stop
(Typ,)
\lOoter Mo.in
1 12122194. ~A~ SERVICE
1lEV. DIllE .....--
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADliIlNISTRATION
ENGINEERING
WATER MAIN
SERVICE LINES
TYPICAL SECTION
REIlftA\IN BY
M,J,P.
GCH QifCI<ED BY
N'f'.
DAlE
01115/92
lHllEX NO.
401
20f'3
DElillNEll BY
TYPICAL FIRE HYDRANT SETTING
n.t,s.
- Fire Hyolro.nt AsseMbly
<Typ.>
oNL Y APPROVED
Disto.nce V o.rles
Kenneoly Guo.rollo.n No. K -81A
Muller Centurlo.n No. A-423
U.S, Pipe Metropollto.n
18' Min.
24' Mo.x.
\.
/Vo.lve Box
~
~~
Box
VA7~
~
c
~
== I
l JUl
Connecting PIece W/i--:::;ro.llY/
Co.st Mech. Joint Glo.ncl on uy
one Encl- D.l. Roto. to.lole Mech.
Joint Glo.ncl on Other Enol,
; Mech. Joint Vo.lve
~.~
'- Restro.lning Joint
~
..0
I
?u
To.pplng Sleeve 8c Vo.lve
By City, Fee by
Owner or Contro.ctor
.;
" l.
-
JUt
....
<Typ.)
'-Exist, Vo.ter Mo.ln
NOTESI
1. All Fire Hydro.nts to ho.ve 5 1/4' Vo.lve Seo.t.
2. See Inclex # 407 for Jo.ck 8c Bore Deto.ils.
DESCRIP11DN
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADliIlNISTRATION
ENGINEERING
RE1f'.r.D~ TYPICAL HYDRANT 05~f~/93
CHmCED BY SETTING lHllEX NO.
APPING SLEEVE 8. VALV..__1lliL
APP. DE5K1NfJl BY BY CITY 4 Of' ..
REV. DAlE
~II
...'
.~ ~
~
2' Bo.ll V o.l v/
IP
Hase Blbb- ~
3/4' Go.lVo.nlzeJ
;roc
TEMPORARY BLOVOFF
AND SAMPLE TAP
2' Go.lVo.nize~
!
1\
)}~
2' Corporo. ti~ II
~~
T o.pplng So.c1c1le
(EE
~
~W
..~
Restr<a.lneol ~
T o.pped Plug
~
~
~ ~ ~
~ ~ ., J1
~
TOP CONNECTION
END CONNECTION
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADliIlNISTRATION
ENGINEERING
TEMP BLOWOFF
AND
SAMPLE TAP
REIlftA\IN BY
BoV.D.
CHEO<ED BY
DAlE
06/24/91
~W-
2 OF 2
REV.
APP. DE5K1NfJl BY
G,C,H.
DAlE
DESalIP1IDN
CUENT
TYPICAL
VALVE
SETTING
n.t.s.
AclJusto.lol~
V o.l ve Box -------.....
UI
~
d
:::E
~
o
~
s:: ~
~ Ql
>
~ 0
..ou
I .....
o
?u
..c:
+>
a.
Ql
t=l
~
REV. DAlE
CITY OF CLEARWATER. FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL VALVE
SETTING
CROSS SECTION
DESCRIPlIDN
REDRAVI BY
B.Y.D.
ICIECl<fD BY
APP. ~H~
P,V,C,
PIPE
RESTRAINT
THE FOLLO'wlING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS.
1. BEND - INLET AND OUTLET
2. TEE - OUTLET BRANCH
3. OFFSETS - INLET AND OUTLET
4, CAPS
5. PLUGS
6. DEAD ENDS
7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
~L
a.no
.1 ~ Mego.lug Restro.iner <Typ.)
\,
:\
<:y
II I
-..
Eloloo. 1500 Series <TYP,~
ON ALL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING (ft.>
FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE.
8' PVC MAXIMUM SIZE USED IN SYSTEM
ELBoVS (oIeg.)
VALVE
TEES
BRANCH
28
47
66
NOTE. THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS. THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS.
NOM.
PIPE
SIZE
4
6
8
11.25
2
3
4
DEAD
END
46
65
85
22.50 45 90
4 9 21
6 12 29
8 16 38
CITY OF CLEARWATER. flORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
_\IN BY
B,V.D
CHEl:kED JI'(
THRUST
RESTRAINING
REV. DAlE
APP. DE9GNED BY
G.C.H.
DESalIP1lDN
THOMAS HEIRONIMUS
631 POINTSETTIA
BELLEAIR, FLORIDA 33759
Civil, Water Resources & Environmental Engineering
14031 N. Dale Mabry Highway, Tampa, Florida 33618
Phone: (813) 969-0600 Fax: (813) 969-3506
EB #6542
DAlE
01115/92
lNlfor'"
1 OF" 4
DAlE
9/02/99
INDEX NO.
403
lllF2
PROJECT
TYPICAL
FIRE
HYDRANT
SETTING
Ql
~
3C
"-
~
:
Mo.x. 15' - Min. 4'
n.t,s.
BOock of Curb
or
of Po.veMent
I
c J
Ii
''V~ ~ .
VEd~
"'V,f!- I
18' Min.
24' Mo.x.
Disto.nce
Vo.rles I rVo.lve Box
i/
v~/~~ rt ~
I
i
~
I
I
i
I
\lhen V o.l ve Occurs In ROo.d~
set Bose an 10-Cannan Brick, "" j \ ~/
~. I I I I I ll>..V
tt~
/ " ~ \oIo.ter Mo.ln
Mech. Joint Vo.lv/ "'-
Restro.lning Joint
s::
~
~
\D
I
?u
; Mech. Joint Vo.lve
~
j
(i JUt J.
I
~
NoTE~ I
1. Steo.Mer Connection to Fo.ce Street.
2. All Fire Hyolro.nts to ho.ve 5 1/4' Vo.lve Seo.t.
3. Fire Hyclro.nts Sho.ll be Plo.cecl 0. t Street Corn rs
or in the R.o.\I. AoIJo.cent to SloIe Lot Lines
\lhenever Possible,
4. S~e Sheet 3 for Typico.l Connections 8c Fitting ollEY.
oNL Y APPROVED
)..
... .
)O[ '11
I
- T
i
Kenneoly Guo.rolio.n No. K -81A
Muller Centurio.n No. A-423
U,S. Pipe Metropollto.n
'-Restro.ining Joint (Typ.)
DESalIP1IDN
REIlftA\IN BY
B.V.D.
~H~
APP'~,BY
DAlE
BLO\VOFF DET AIL
n.t,s.
'~
Vo.ter ~
Vo.lve Box
Meter Box
........
v-- 4' D,l.
4' Go. te
Vo.IV~
JJ.
J~
\010. ter Mo.ln
~
o
~
I RIIID ;J;.,
~ ~W - ~
- ...... -', !l!l A~ 90' Bend
" MJ X SLIP
11111 I
,
lI-- ---
.I
h
~o
REV. DAlE
RalRAVlNBY
B.V,D.
CHmCED BY
G,C,H.
APP. ~B~
DESCRIP11DN
LEHIGH HUNT PROPERTY
OBERLIN/VARSITY DRIVE
CLEARWA TER, FLORIDA 33527
SECTION 07-29S-16E, PINELLAS COUNTY
WATER DETAILS
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL HYDRANT
SETTING
CROSS-SECTION
DAlE
01/15/92
~r
2 OF" 4
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADliIlNISTRATION
ENGINEERING
BLOWOFF
DETAIL
DAlE
09/16/99
INDEX Nil
404
11lF 1
JOB NUMBER SHEET
100-04-044 I(J
DATE
OF"
OCTOBER 11, 2004 I (J